PLANS.pdf

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Jacksonville District of Engineers

US Army Corps

PRO

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

GLADES COUNTY, FLORIDA

S-291 (IP-3) RECONSTRUCTION

114527-HHDRCRIP3-GI000.DGN

NO. W912EP-16-R-0010

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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(I P -2 S -2

(I P -3

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INDEX TO DRAWINGS

TITLE DWG NO

NEXT SECTION

TITLEDWG NO DWG NO TITLE

HERBERT HOOVER DIKE REHABILITATION

STRUCTURE REPLACEMENT

S-291 (IP-3) RECONSTRUCTION

CIVIL

INDEX OF DRAWINGSG-01

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03

G-04 WORK LIMITS AND BORING LOCATIONS

SURVEY

V-01 EXISTING CONDITIONS PLAN

SITE ACCESS, CONTROL MARKERS, VICINITY, AND LOCATION MAP

GENERAL

STRUCTURAL

MECHANICAL

ELECTRICAL

RESOURCE

TELECOMMUNICATIONS

M-01

T-01

E-01

M-02

M-03

E-02

E-03

E-04

E-05

E-06

E-07

E-08

E-09

E-10

E-11

T-02

T-03

T-04

T-05

T-06

T-07

T-08

SYMBOL LEGEND

ABBREVIATIONS AND GENERAL NOTES

SITE PLAN

STRUCTURE ELECTRICAL PLAN SHEET 1

STRUCTURE ELECTRIC PLAN SHEET 2

OPERATING PLATFORM DETAILS

CONTROL SCHEMATIC

ELECTRICAL DETAILS SHEET 2

ELECTRICAL DETAILS SHEET 1

ELECTRICAL DETAILS SHEET 3

SCADA LEGEND AND SYMBOLS

SUTRON SYSTEM MONITORING DIAGRAM

SSUTRON SYSTEM COMPONETS

SUTRON PANEL WIRING DIAGRAM SHEET 1

SUTRON PANEL WIRING DIAGRAM SHEET 2

ANTENNA POLE DETAILS

CAMERA POLE DETAILS

S-01

S-02

S-03

S-04

S-05

S-06

S-07 PLAN EL 30.6

S-08

S-09

S-10

S-11

S-12

S-13

S-14 PLAN EL 30.5

S-15

S-16

S-17

S-18

GENERAL NOTES

GENERAL PLAN AND PROFILE

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

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-32

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-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 SIGN DETAILS

S-61

CONCRETE ENCASEMENT CONSTRUCTION SEQUENCE

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

REINFORCEMENT

CULVERT REINFORCEMENT

LAKESIDE WINGWALL

LANDSIDE WINGWALL

REINFORCEMENT

REINFORCEMENT

BULKHEAD SLOT DETAILS AND METAL FABRICATIONS

LAKESIDE HEADWALL FIXTURES

LANDSIDE HEADWALL FIXTURES

HEADWALL ACCESSORIES

RAILING PLAN AND ELEVATION

LAKESIDE HEADWALL RAILING PLAN AND ELEVATION

LANDSIDE HEADWALL RAILING PLAN AND ELEVATION

TYPICAL DETAILS MANATEE SCREEN PLAN AND SECTIONS

84"x84" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND WALL THIMBLE

84"x84" COMBINATION GATE. FRAME ASSEMBLY ELEVATION AND SECTIONS

84"x84" SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. SLIDE GATE ASSEMBLY, ELEVATION AND SECTIONS

84"x84" COMBINATION GATE. FLAP GATE ASSEMBLY

84"x84" 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

R-01

R-02

R-03

HP_CULVERT_SHEET_1_DO_463-25,182-1

HP_CULVERT_SHEET_2_DO_463-25,182-1

HP_CULVERT_SHEET_3_DO_463-25,182-1

CONDUIT AND CIRCUIT SCHEDULES

LAKESIDE HEADWALL STILLING WELL PLAN AND ELEVATION

LAKESIDE STIILING WELL SECTIONS AND DETAILS

LAKESIDE STILLING WELL SECTIONS AND SCHEMATIC

RTU BRACKET

T-09

T-10

INCLINOMETER INSTALLATION DETAILS

INCLINOMETER DETAILS

S-45A DUAL LEAF GATE. GATE ASSEMBLY ELEVATION AND SECTIONS

S-62 LANDSIDE PHASE IV STEEL COFFERDAM PLAN AND DETAILS

S-63 LAKESIDE PHASE IV STEEL COFFERDAM ELEVATIONS

S-31

S-31A

LANDSIDE HEADWALL SCOUR CUTOFF WALLS

LAKESIDE HEADWALL SCOUR CUTOFF WALLS

C-02

C-03

C-05

C-04

C-07

C-06

C-08

C-10

C-09

C-01

PHASE I - COFFERDAM CROSS SECTIONS

PHASE II - EXCAVATION CROSS SECTIONS

PHASE I - COFFERDAM PLAN

PHASE I - COFFERDAM CONTOUR PLAN

PHASE II - EXCAVATION PLAN

PHASE II - EXCAVATION CONTOUR PLAN

PHASE I - COFFERDAM ARMORING PLAN AND SECTIONS

PHASE III - STRUCTURE INSTALLATION PLAN

C-11

PHASE III - STRUCTURE INSTALLATION CROSS SECTIONS

PHASE III - STRUCTURE INSTALLATION DETAILS - DRAINAGE

PHASE II - EXCAVATION SEEPAGE PROTECTION PLAN

C-22

C-23

C-24 PHASE IV EMBANKMENT RECONSTRUCTION SECTIONS AND DETAILS

C-25

C-12

C-14

C-13

C-16

C-15

C-17

C-18

C-19

C-20

C-21

EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLANPHASE IV PT I -

EMBANKMENT & CHANNEL RECONSTRUCTION CONTOUR PLANPHASE IV PT I -

EXISTING CHANNEL BACKFILL CONTOUR PLANPHASE IV PT IV -

PHASE IV PT I - EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLAN

PHASE IV PT II - EMBANKMENT & CHANNEL RECONSTRUCTION GRADING PLAN

PHASE IV PT II - EMBANKMENT & CHANNEL RECONSTRUCTION CONTOUR PLAN

PHASE IV PT IV - EXISTING CHANNEL BACKFILL SITE PLAN

PHASE IV PT V - EMBANKMENT RECONSTRUCTION SITE PLAN

PHASE IV PT V - EMBANKMENT RECONSTRUCTION CONTOUR PLAN

PHASE IV - EMBANKMENT AND CHANNEL CROSS SECTIONS AND DETAILS

PHASE IV EMBANKMENT AND CHANNEL RECONSTRUCTION SURFACING PLAN

UTILITY SITE PLAN

C-26 DETAILS - BARBED WIRE FENCE

BULKHEAD SILL AND OPERATING PLATFORM ARMOUR DETAILS

PHASE IV PT III - STEEL SHEET PILE COFFERDAM AND CULVERT ABANDONMENT PLAN

PHASE I STEEL COFFERDAM PLAN AND DETAILS

S-64

S-65 STILLING WELL PLATFORM SECTIONS AND DETAILS

STILLING WELL INSTRUMENTATION PLATFORM PLAN AND ELEVATION

E-12

E-13

E-14

E-15

LANDSIDE OPERATING PLATFORM DETAILS

LANDSIDE CULVERT GATE ELECTRICAL PLAN

LANDSIDE CONTROL SCHEMATIC SHEET 1

LANDSIDE CONTROL SCHEMATIC SHEET 2

S-203

F

M-102

C

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M .J .B

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T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL SECONDARY, OVERHEAD

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

NONPOTABLE WATER SUPPLY

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

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

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

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

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

X^

X"

REDUCED TO FIT

Mk. M-614-6

BUSHING MARK M-614-6

C COMMUNICATION, OVERHEAD

SOIL BENTONITE FILL

SELECT FILL

(EARTH, 45^)

EXISTING SOIL

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HIGH DENSITY POLYETHYLENEHDPE

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONElev.

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CONTRACTING OFFICERCOR

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

ARCHITECT/ENGINEERA/E

E

ES

E

ES ELECTRICAL SECONDARY, UGD

ELECTRICAL PRIMARY, UGD

WORKING POINTWP

WITHOUTW/O

WITHW/

UNDERGROUNDUGD

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

STAINLESS STEELSST

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

ROLLED EROSION CONTROL PRODUCTRECP

RADIUSR

QUANTITYQTY

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

POUNDSLBS

A

B

C

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O of Engineers

US Army Corps

Jacksonville District

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LAKE OKEECHOBEE

N.T.S.N.T.S.

S-291 (IP-3)

S-292 (IP-2)

S-291 (IP-3)

S-72

G-208

VIEW "B" VIEW "A"

VIEW "B"

VIEW "A"

VICINITY MAP

N

N.T.S.

LOCATION MAP

G-03

G E

N E

R A

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V

IC

IN

IT

Y

A N

D L

O C

A T

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N M

A P

S

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E A

C C

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C O

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O

IN

T S

M .J .B

M .J .B

E .G .M

J A

N U

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TAMPA COCOA

ORLANDO

JACKSONVILLE

TALLAHASSEEPENSACOLA

ALABAMA

GEORGIA

FT MYERS

MIAMI

OF WORK

LOCATION

GULF OF MEXICO

A T L

A N

T

IC

O

C E

A

NLAKE

KEY WEST

WEST PALM BEACH

OKEECHOBEE

PROJECT LOCATION

ELEVATION 25.840

E. 654,148.62 N. 1,002,832.50

USE DISK

CONTROL POINT "FCE4544"

ELEVATION 30.931'

E. E 659,221.23 N. 997,112.12

ALUM DISK

CONTROL POINT "J13-078-1"

C -4

C -4

C -4

C -4

-H

H D

R C

R

IP

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I0 .D

G N

C -4

NOTE:

ELEVATION 25.840

E. 654,148.62 N. 1,002,832.50

USE DISK

CONTROL POINT "FCE4544"

LANES ON SR-78 SHALL COMPLY WITH STATE AND LOCAL REQUIREMENTS

ACCORDANCE WITH EM-385-1-1. ANY ACCELERATION AND DECELERATION

AT THE INTERSECTION OF STATE ROAD 78 AND PROJECT ENTRANCE IN

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR VEHICULAR ACCESS

N

78B

BRIGHTON SEMINOLE

RESERVATION

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

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A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

G e n e ra l\

G -0

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

N N

NN

LEGEND:

WORK LIMITS

RIGHT OF WAY

LAKESIDE C-40 CANAL

LANDSIDE

TEST PIT

CONE PENETROMETER

BORING DESCRIPTIONS)

SPECIFICATION 00 31 32 FOR

SOIL BORING (REFER TO S-291 GDR

N 1,002,874.4

E 654,506.7

N 1,002,720.4

E 654,294.5

N 1,002,858.2

E 654,660.8

N 1,002,091.1

E 654,750.9

N 1,001,610.0

E 655,197.9

N 1,002,271.3

E 655,010.2

N 1,002,720.5

E 654,692.0

HHD15-S291-CB-7

HHD15-S291-CB-1HHD15-S291-CP-1HHD15-S291-CB-3

HHD15-S291-CB-2

HHD13-S291-CB-2

HHD15-S291-CB-4

HHD15-S291-CP-8

HHD15-S291-CP-5

HHD15-S291-CB-6

HHD15-S291-CP-7

HHD13-S291-CB-3

HHD15-S291-CP-9

HHD15-S291-CP-4

N 1,001,508.3

E 655,418.2

N 1,001,656.0

E 655,578.1

HHD15-S291-CP-3

HHD13-S291-CB-1

NOTES:

120'60'060'

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

WORK LIMITS

FLOW

TOP OF EMBANKMENT

WORK LIMITS

(SEE NOTE 2)

APPROXIMATE STORAGE / STAGING AREA

WIRE FENCE SHALL REMAIN THROUGHOUT THE CONTRACT.

SEE DRAWING C-26 FOR BARBED WIRE FENCE. THE BARBED

ALONG THE RIGHT-OF-WAY AND TIE INTO EXISTING FENCE.

CONTRACTOR SHALL THEN PLACE NEW CATTLE FENCE

FENCE THAT'S WITHIN THE WORKING LIMITS,

5. CONTRACTOR SHALL REMOVE ANY EXISTING CATTLE

SLOPES OF 1V : 3H.

2' WIDE GRAVEL SHOULDERS AND HAVE MINIMUM TIE IN

4. TEMPORARY CONSTRUCTION ACCESS RAMPS SHALL HAVE

BUILT DRAWINGS.

3. SEE SHEETS R-01 THROUGH R-03 FOR CULVERT IP-3 AS-

CONTRACTOR SHALL STORE RIPRAPWITHIN THE WORK LIMITS.

PILED . STORAGE / STAGING AREA IS APPROXIMATE ONLY.

2. ANY EXCESS QUANTITIES OF RIPRAP SHALL BE STOCK-

CONSTRUCTION WORK LIMITS.

1. ALL WORK SHALL BE PERFORMED WITHIN THE

F

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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

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F T

H E A

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IG

N E

D B

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N /A

N /A

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

G e n e ra l\

G -0

A -N

A N

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N P

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IP

-3

R E

C O

N S

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N W

E

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N

G-04

G E

N E

R A

L

W O

R K L

IM

IT

S A

N D B

O R

IN

G L

O C

A T

IO

N S

G I0

.D

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M .J .B

E .G .M

-H

H D

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R

IP

S E

P T

E M

B E

R

GRAPHIC SCALE

CULVERT IP-3

HHD15-S291-CB-8

HHD15-S291-CP-2

HHD15-S291-TP-1

HHD13-R8-CB-1

HHD15-S291-TP-2

HHD15-S291-CP-6

HHD13-S291-CB-5

HHD13-S291-CB-6

HHD13-S291-CB-3

HHD13-S291-CB-4

REPLACEMENT

PROPOSED S-291 (IP-3)

HHD15-S291-CB-5

LIMIT OF BARBED WIRE FENCE LIMIT OF BARBED WIRE FENCE

LEGEND:

EXISTING RIPRAP

80'40'040'

N

EXISTING TOP OF DITCH TOP

TOP OF BANK

TOP OF EMBANKMENT

TOE OF EMBANKMENT

D

IS

C H

A R

G E C

H A

N N E L

C-40 CANAL

G-208 PUMP STATION

L-59 B O

R R

O W C

A N

A L

SURVEY NOTES:

STILLING WELL

CONTROL BUILDING

30.42668843.243571057658.84 AF6695W

32.70657814.60523981831.98 AJ6181R

25.43619520.SC437996190.SC AE6398P

32.16674201.045231000461.45 AJ6177M

25.84654150.SC45441002830.SC AE6414FCE

28.02638980.SC4381019800.SC AE6418F

31.15665038.58438991436.90 AE6412A

Elevation (NAVD88)EastingNorthing PIDName

3. PROJECT CONTROL:

OF 1988 (NAVD88) US SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

GEODETIC SURVEYS OPUS WEBSITE.

STATIC GPS OBSERVATIONS AND PROCESSING THROUGH THE NATIONAL

CONTROL THE SURVEY. THE COORDINATES WERE ESTABLISHED FROM

FLORIDA EAST ZONE, US SURVEY FEET. NGS COORDINATES WERE USED TO

DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM,

1. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

8. REFER TO SURVEY 13-078.

7. FIELD DATA COLLECTED BETWEEN 22 JUNE 2013 AND 28 JULY 2013.

DEFINED AREAS ADJACENT TO THE STRUCTURE.

WAS REFUSED ALONG EACH HYDROGRAPHIC CROSS SECTION WITHIN PRE

PUSHING A 1”DIAMETER RANGE POLE INTO THE GROUND UNTIL PENETRATION

PROBES WERE PERFORMED. THE MUCK PROBES WERE CONDUCTED BY HAND

6. TO EXPLORE FOR THE PRESENCE OF SOFT AND/OR UNSUITABLE SOILS, MUCK

FREQUENCY (200 KHZ).

5. SINGLE BEAM HYDROGRAPHIC DATA WAS COLLECTED UTILIZING HIGH

DATA ACQUISITION.

UTILIZED FOR HORIZONTAL AND VERTICAL POSITIONING OF ALL HYDROGRAPHIC

PRAIRIE / C-40 CANAL WITHIN THE PROJECT LIMITS WAS CONDUCTED. RTK WAS

4. A HYDROGRAPHIC SURVEY UTILIZING SINGLE-BEAM SONAR OF INDIAN

TO BE USED FOR HORIZONTAL CONTROL VALUES.

NOTE: COORDINATES DENOTED WITH ".SC" ARE SCALED VALUES AND ARE NOT

-H

H D

R C

R

IP

-V

F .D

G N

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V-01

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GRAPHIC SCALE

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P L

O T S

C A

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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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N /A

N /A

N /A

A S S

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A J P

W P J

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

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S

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(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

S u rv e y M a p p in g \V -0

S T

R U

C T

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L A

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H E

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T H

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V E

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IK

E R

E H

A B

IL

IT

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N P

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S -2

IP

-3

R E

C O

N S

T R

U C

T

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N W

E

P -1

-R -0

FEDERAL R/W LINE

" C

U L V E R T

IN

V . 5 .7

" C

U L V E R T

IN

V . 5 .7

SFWMD GATE AND GUARD RAIL

TO BE RELOCATED BY OTHERS

OVER HEAD POWER LINE

E

E

E

EEE

EXISTING IP-3 STRUCTURE

L

L

L

C TIE BACK LEVEEL C TIE BACK LEVEEL

C TIE BACK LEVEEL

C TIE BACK LEVEEL

C TIE BACK LEVEEL

C TIE BACK LEVEEL

C STEEL SHEET PILE COFFERDAM

C STEEL SHEET PILE COFFERDAM

NOTES:

7. CONTRACTOR SHALL SALVAGE GATE AND REMOVE GUARD RAIL.

OF LAKE SIDE STEEL SHEET PILE COFFERDAM.

6. REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS

PER THE SPECIFICATIONS.

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

5. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

GATE IMPACTED BY S-291 CONSTRUCTION.

4. REMOVE AND STORE EXISTING GUARDRAIL, FENCE, AND

OUTSIDE THE LIMITS OF THE EARTHEN COFFERDAM.

THE COR. THE EMBANKMENT SHALL NOT BE DEGRADED

SYSTEMS ARE IN PLACE, COMPLETE AND APPROVED BY

BE DEGRADED OR EXCAVATED UNTIL THE COFFERDAM

3. NO PORTION OF THE EXISTING EMBANKMENT SHALL

SHEET G-04 FOR STORAGE / STAGING AREA.

CONSTRUCTION TO BE STOCKPILED ON SITE. SEE

2. EXISTING RIPRAP REMOVED TO ACCOMMODATE

TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER

60'30'030'

TOP OF BANK

TOE OF EMBANKMENT

RIGHT OF WAY

EXISTING IP-3 STRUCTURE

LAKESIDE C-40 CANAL

LANDSIDE

N

C

C-03

POWER RELOCATED

TEMPORARY OVER HEAD

POWER RELOCATED

TEMPORARY OVER HEAD

TOE OF LEVEE

TOP OF LEVEE

TOE OF LEVEE

COFFERDAM

STEEL SHEET PILE

A

C-03

N 1,002,248.2

Elev. 20.0

E 654,969.3

N 1,002,292.6

Elev. 20.0

E 654,958.4

N 1,002,462.0

Elev. 20.0

E 654,846.9

N 1,002,626.7

Elev. 20.0

E 654,730.4

A

C-03

N 1,002,759.8

Elev. 20.0

E 654,655.0

N 1,002,367.5

E 654,622.9

N 1,002,247.8

E 654,668.7

N 1,002,183.8

E 654,725.7

N 1,002,071.2

E 654,852.8

N 1,002,358.6

E 654,627.4

B

C-03 N 1,002,370.0

E 654,657.3 N 1,002,095.7

E 654,861.4

N 1,002,078.4

E 654,846.1

R

N 1,002,048.8

Elev. 31.4

E 654,961.0

R

C STEEL SHEET PILE COFFERDAM

R=25'

A

B

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

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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N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

A p r 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

S

F \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

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(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

A -N

A N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

D W

G B

E G

U N D

A T

E

C-01

C

IV

IL

P H

A S

E I C

O F F

E R

D A

M P

L A

N

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F

GRAPHIC SCALE

TOE OF EMBANKMENT

TOP OF EMBANKMENT

EARTHEN PLUG CREST

EARTHEN PLUG TOE

EARTHEN PLUG CREST

EARTHEN PLUG TOE

SEE NOTE 7.

SFWMD GATE AND GUARD RAIL.

E E

E

E

E E

E

E

E E

E

E

E

C STEEL SHEET PILE COFFERDAM

PER THE SPECIFICATIONS.

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

4. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

LIMITS OF THE COFFERDAM.

EMBANKMENT SHALL NOT BE DEGRADED OUTSIDE THE

PLACE, COMPLETE, AND APPROVED BY THE COR. THE

EXCAVATED UNTIL THE COFFERDAM SYSTEMS ARE IN

SURFACE TREATMENTS SHALL BE DEGRADED OR

3. NO PORTION OF THE EXISTING EMBANKMENT, EXCEPT

CONTOURS ARE SHOWN IN DASHED.

2. PROPOSED CONTOURS ARE SHOWN IN BOLD, EXISTING

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

N

TIE-BACK LEVEE

OVERHEAD POWER LINES

STEEL SHEET PILE COFFERDAM

5 5

LAKESIDE C-40 CANAL

LANDSIDE

151515

20202020

202020

25252525

25 25

303030

30 30

C-02

C

IV

IL

M .J .B

M .J .B

E .G .M

P H

A S

E I C

O F F

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D A

M C

O N

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L A

N

-H

H D

R C

R

IP

-C

F .D

G N

S E

P T

E M

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GRAPHIC SCALE

A

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D B

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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

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

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L E D

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T R

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F E

N G

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E E

R S

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

N /A

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

A -N

A N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

EARTHEN PLUG

EARTHEN PLUG

E

E

E

E

E E

EL. 23.0 TOP EARTHEN PLUG

EXISTING GRADE

DESIGN GRADE

SECTIONB

C-01 SCALE: B

EMBANKMENT FILL

EL. 20.0 TOP OF TIE-BACK LEVEE

SEE STRUCTURAL DRAWINGS

5' MIN. STEEL SHEET PILE TIE BACK

EL. 22.0 TOP STEEL SHEET PILE COFFERDAM

STEEL SHEET PILE COFFERDAM

A

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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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N T O

F T

H E A

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E S

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N E

D B

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N /A

N /A

N /A

A S S

H O

W N

A p r p w \C

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A J P

W P J

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

A J P

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F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

A -N

A N

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LAKESIDELANDSIDE

EXISTING GRADE

EL. 22.0

L

C

IV

IL

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E I C

O F F

E R

D A

M C

R O

S S S

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M .J .B

C F .D

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C-03

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IP

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C STEEL SHEET PILE COFFERDAM

STEEL SHEET PILE COFFERDAM

C STEEL SHEET PILE COFFERDAM

14'

1V:3H

TIE-BACK LEVEE

SECTION

SCALE: A

A

C-01

NOTES:

A 40'20'020'

B

20'10'010'

WATER, THEN TRANSITION TO EMBANKMENT FILL.

WET AREAS. SELECT FILL TO 2 FEET ABOVE

6. REFER TO SPECIFICATIONS FOR PLACEMENT OF FILL IN

OF LAKESIDE STEEL SHEET PILE COFFERDAM.

5. REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS

WATER LEVELS LANDSIDE OF STRUCTURE.

4. REFER TO SPECIFICATION 00 33 50 FOR OPERATIONAL

OKEECHOBEE / C-40.

HISTORICAL RANGE OF WATER LEVELS IN LAKE

3. REFER TO SPECIFICATIONS FOR OPERATIONAL AND

PER THE SPECIFICATIONS.

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

2. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

SECTIONC

C-01 SCALE: B

EXISTING GRADE

DESIGN GRADE

EMBANKMENT FILL

10'

18" IMPORT RIPRAP TYPE 1

A

C-04 N.T.S.

6" BEDDING STONE

GEOTEXTILE

GEOTEXTILE

6" BEDDING STONE

LAKESIDE EARTHEN PLUG CROSS SECTION

EARTHEN PLUG

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

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IP

T

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M Z

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A S S

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A J P

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

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W \D o c u m e n ts \C

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(I P -3

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C iv il \C -0

A -N

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C-04

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IV

IL

P H

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E I C

O F F

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D A

M A

R M

O R

IN

G P

L A

N A

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E C

T

IO

N S

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F .D

G N

N

LANDSIDE

S E

P T

E M

B E

R

ACCESS ROAD

RIGHT OF WAY

E

E

E

E

E

E

E

GRAPHIC SCALE

STEEL SHEET PILE COFFERDAM

EL 23.0' EARTHEN PLUG

EXISTING GRADE

18" IMPORTED RIPRAP TYPE 1

A

C-04

LEGEND

IMPORT RIPRAP

NOTES:

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

6" BEDDING STONE OVER GEOTEXTILE

6" LIME ROCK

TOE EARTHEN PLUG

TOP EARTHEN PLUG

E

12"

TYP.

T Y

P

LAKESIDE

C-05

IV

IL

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F

EMBANKMENT TOE

RIGHT OF WAY

P H

A S

E I I E

X C

A V

A T

IO

N P

L A

N

LAKESIDE C-40 CANAL

LANDSIDE

NOTES:

S E

P T

E M

B E

R

TEMPORARY LOCATION OVER HEAD POWER LINES

EXCAVATION PIT AND COR APPROVAL.

INCREASED TO 1V : 2H AFTER DEWATERING OF THE

BERM SHALL HAVE A 1V : 4H SLOPE. SLOPE SHALL BE

6. INITIAL EXCAVATION SLOPES FOR LAKESIDE COFFERDAM

5. SEE C-06 FOR CONTOUR PLAN.

COFFERDAM DETAILS.

4. SEE STRUCTURAL DRAWINGS FOR STEEL SHEET PILE

CONTRACTOR'S RESPONSIBILITY.

THE REQUIRED DEWATERING PERMITTING IS THE

REQUIRED DEWATERING OF THE CONSTRUCTION SITE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

STRUCTURES.

LOCATION DETAILS AND DEMOLITION OF EXISTING

2. SEE AS-BUILT DRAWINGS R-01 THROUGH R-03 FOR

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

GRAPHIC SCALE

A

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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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C K

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N /A

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N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

H E

R B

E R

T H

O O

V E

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E R

E H

A B

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C T

S -2

IP

-3

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C O

N S

T R

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T

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-R -0

B

C-07

1V:4H

V :3

H

N 1,002,197.8

E 654,734.1

N 1,002,395.9

E 654,765.3

N 1,002,349.0

E 654,718.9

N 1,002,154.5

E 654,831.6

N 1,002,185.1

E 654,834.9

N 1,002,125.1

Elev. 5.0

E 654,808.6

N 1,002,243.1

Elev. 5.0

E 654,687.6

N 1,002,191.6

Elev. 5.0

E 654,733.5

V :3

H

R A

M P

T Y

P

1V :3

H

R A

M P

T Y P

A

C-07

V :2 .5

H

N 1,002,094.3

E 654,904.3

N 1,002,100.9

E 654,914.3

N 1,002,453.1

E 654,659.2

E E

E

E

E

COFFERDAM BERM

TOP EXCAVATION

EMBANKMENT CREST

EMBANKMENT TOE

EL.2.7' (TYP.)

BOTTOM OF EXCAVATION

1V:4H

V :3

H

N 1,002,356.6

E 654,853.4

N 1,002,242.2

E 654,694.5

N 1,002,138.2

E 654,800.7

N 1,002,454.9

E 654,671.5

N 1,002,382.8

E 654,829.6

N 1,002,384.6

E 654,726.9

N 1,002,329.6

E 654,714.4

N 1,002,202.5

E 654,836.8

PHASE I

EARTHEN PLUGS

PHASE I

TIE-BACK LEVEE

PHASE I

C-06

C

IV

IL

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F

P H

A S

E I I E

X C

A V

A T

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N C

O N

T O

U R P

L A

N

S E

P T

E M

B E

R

ACCESS ROAD PHASE I

LAKESIDE C-40 CANAL

LANDSIDE

GRAPHIC SCALE

PER THE SPECIFICATIONS.

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

4. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

LIMITS OF THE COFFERDAM.

EMBANKMENT SHALL NOT BE DEGRADED OUTSIDE THE

PLACE, COMPLETE, AND APPROVED BY THE COR. THE

SURFACE TREATMENTS THE COFFERDAM SYSTEMS ARE IN

3. NO PORTION OF THE EXISTING EMBANKMENT, EXCEPT

COFFERDAM CONSTRUCTION ARE SHOWN IN DASHED.

BOLD AFTER DEWATERING, EXISTING CONTOURS AFTER

2. PROPOSED EXCAVATION CONTOURS ARE SHOWN IN

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

A

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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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C K

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F T

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Y D

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IG

N E

D B

Y

N /A

N /A

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

S T

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20202020

20 20

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20 20

252525

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EARTHEN PLUGS PHASE I

EARTHEN PLUGS PHASE I

PHASE I

STEEL SHEET PILE COFFERDAM

EL 2.7'

BOTTOM OF EXCAVATION

C-07

SECTION

SCALE: A

B

C-05

SECTION

SCALE: A

A

C-05

VARIES

VARIES

DETAIL1

SCALE: B

A 40'20'020'

B

20'10'010'

NOTES:

EMBANKMENT FILL. SEE SPECIFICATION 35 41 00

BERM SHALL BE REMOVED AND REPLACED WITH

6. UNSATISFACTORY MATERIAL WITHIN THE COFFERDAM

GRADE LINES SHOWN WITHOUT COR APPROVAL.

5. NO EXCAVATION SHALL EXTEND BELOW EXCAVATION

EXCAVATION PIT AND COR APPROVAL.

BE INCREASED TO 1V : 2H AFTER DEWATERING OF THE

BERM SHALL HAVE A 1V : 4H SLOPE. SLOPE SHALL

4. INITIAL EXCAVATION SLOPES FOR LAKESIDE COFFERDAM

OF DRIVEN PILE COFFERDAM.

3. REFER TO STRUCTURAL DRAWINGS FOR ELEVATIONS

INFORMATION.

2. SEE R-01 THROUGH R-03 FOR EXISTING STRUCTURE

TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER

LAKESIDE

LANDSIDE

LANDSIDE LAKESIDE

LAKESIDE

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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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(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

A -N

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4.6'

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C-07

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F

S E

P T

E M

B E

R

GRAPHIC SCALES

EXCAVATION GRADE EL. 2.7 (TYP.)

EXCAVATION GRADE EL. 2.7 (TYP.)

EXISTING GRADE

1 1

PHASE I

COFFERDAM

STEEL SHEET PILE

PHASE I

SHEETPILE COFFERDAM

STEEL SHEET STEEL

12'

3 3

VARIES

EXISTING GRADE

EXISTING GRADE

COFFERDAM BERM EL. 5.0

STEEL SHEET PILE COFFERDAM

EXCAVATION GRADE EL. 2.7

SECTION

N.T.S.

A

C-08

DETAIL

N.T.S.

C-08

SCALE: A

10'

SPECIFICATIONS.

1. WHEN INSTALLING GEOTEXTILE, OVERLAP PER MANUFACTURE'S

INTO SOIL 12" (TYP)

GEOTEXTILE KEYED

GEOTEXTILE

GRADE

DESIGN

C-08

EL. 5.0STONE

6" BEDDING

EL. 2.7

2'

GEOTEXTILE

6" BEDDING STONE

2'

STEEL SHEET PILE COFFERDAM

C LINE STEEL SHEET PILE COFFERDAM

COFFERDAM

STEEL SHEET PILE

EMBANKMENT FILL

LEGEND:

6" BEDDING STONE (PLAN VIEW)

A

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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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C K

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R T

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F T

H E A

R M

Y D

E S

IG

N E

D B

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N /A

N /A

N /A

A S S

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W N

A p r 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

S

F \H e rb e rt H o o v e r

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(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

S T

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C-08

M .J .B

M .J .B

J .R .W

C

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P H

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A U

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GRAPHIC SCALE

A

C-08

PLAN

EARTHEN ACCESS ROAD PHASE I

COFFERDAM BERM

PHASE II

STEEL SHEET PILE COFFERDAM PHASE I

SOIL-BENTONITE FILL

FILTER MATERIAL

RIGHT OF WAY LIMITS

LAKESIDE C-40 CANAL

LANDSIDE

N

C-09

C

IV

IL

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

M .J .B

M .J .B

E .G .M

-H

H D

R C

R

IP

-C

F

S E

P T

E M

B E

R

.6

'10

8'

8" HDPE DRAIN PIPE

A

B

C

D

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C

B

A

8 7 6 5 4 3 2

S O

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IC

IT

A T

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N N

O

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E

D W

N B

Y

C K

D B

Y

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

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

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -0

A -N

A N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

40'20'020'

WP

C-10

C-10

B

8'

C-10

A

A

C-10

B

NOTES:

LEGEND:

2.

1.

DETAILS OF S-291 STRUCTURE.

REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

WP

E: 654,758.4

N: 1,002,198.0

LAKESIDE FACE OF END SILL.

WORK POINT AT CENTERLINE OF STRUCTURE AT

(FILTER SOIL AND FILTER GRAVEL)

DRAINAGE BLANKET

C

D

E

FC-10

C-10

C-10

C-10

RECONSTRUCTED WINGWALL

RECONSTRUCTED WINGWALL

EARTHEN PLUG PHASE I

RECONSTRUCTED HEADWALL

PHASE II

BOTTOM OF EXCAVATION

PHASE II

TOP OF EXCAVATION

RECONSTRUCTED CULVERT

RECONSTRUCTED HEADWALL

RECONSTRUCTED WINGWALL

SEE SHEET C-09 FOR WORK POINT LOCATION

DIMENSIONS SHALL BE THAT REQUIRED FOR CONSTRUCTABILITY

3. DIMENSIONS OF FILTER MATERIAL ARE MINIMUM VALUES. FINAL

DETAILS OF STRUCTURE & SCOUR CUTOFF WALLS.

2. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

15'8'

EL. 6.5

EL. 30.5

EL. 6.5

LN. EL. 8.5

INV. EL. 7.0

PIPE. CNT.

HDPE DRAIN

40'20'020'

20'10'010'

"A"

"B"

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

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N N

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F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

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

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

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -1

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

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

C-10

M .J .B

E .G .M

M .J .B

C F .D

G N

-H

H D

R C

R

IP

S E

P T

E M

B E

R

SECTION

SCALE: A

A

C-09

SECTIOND

C-09

10' 10'27.6'

INV. EL. 7.0

SOIL BENTONITE FILL

STRUCTURE

4" MUD MAT

EL. 27.0

SOIL BENTONITE FILL

TOP OF

EMBANKMENT FILL

SCALE: B

(TYP. LAKE AND LAND SIDE)

HEADWALL AND MUD MAT.

ACCOMMODATE

ADDITIONAL EXCAVATION TO

(TYP.)

SCOUR CUTOFF WALL

HEADWALL AND MUD MAT. (TYP. LAKE AND LAND SIDE)

ADDITIONAL EXCAVATION TO ACCOMMODATE

83.8'

27.5'

FILTER COLLAR

EL. 30.5

2.5' 2.5'

DRAIN

4' CHIMNEY

FILL

EMBANKMENT

EMBANKMENT FILL

WP

7' BARREL INV. 7.0

8' SOIL-BENTONITE FILL

GRAPHIC SCALES

EMBANKMENT FILL

EMBANKMENT FILL

EMBANKMENT FILL

PHASE I STEEL SHEET PILE COFFERDAM

(TYP)

INV EL. 7.0

6" LIMEROCK

LANDSIDE LAKESIDE

WP

GRAVEL

FILTER

24"NO. 89

SEE SHEET C-11

CLEAN OUT AND DRAIN

STRUCTURE

PIPE SEE SHEET C-11

8" DIA. HDPE DRAIN

4" MUD MAT

SECTIONB

C-09

12" FILTER SOIL

12" FILTER SOIL

SCALE: B

HEADWALL AND MUD MAT. (TYP. LAKE AND LAND SIDE)

ADDITIONAL EXCAVATION TO ACCOMMODATE

SOIL

12" FILTER

GRAVEL

FILTER

24"NO. 89

12" FILTER SOIL

7'

SECTIONC

C-09

7'

SCALE: B

EXCAVATION

BOTTOM OF

EL. 2.7

7' 7'

STRUCTURE

4" MUD MAT EMBANKMENT FILL

SECTIONE

C-09 SCALE: B

7' 7'

4" MUD MAT

SECTION

SCALE: B

F

C-09

SLOPE AS NEEDED FOR CONSTRUCTION

18" FILTER SOIL STRUCTURE

4" MUD MAT

EMBANKMENT FILL

BOTTOM OF EXCAVATION

EXCAVATION BENEATH BARREL

EL. 2.7'

EL. 2.7'

BEND

SCOUR CUTOFF WALL

CLEAN OUT (TYP.)

LANDSIDE

EL. 6.5

EL. 2.7 PHASE II

EXCAVATION 12" FILTER SOIL

24" No. 89 FILTER GRAVEL

CL EL. 8.5

NOTES:

N.T.S.

WIRE CAP DETAIL

STAINLESS STEEL

N.T.S.

CLEANOUT DETAIL

HDPE DRAIN PIPE

8" DIA SOLID

HDPE DRAIN PIPE

8" DIA PERFORATED

(BEHIND SST PLATE)

DIA. 13" DIA.

1/4" OPENING, 0.063" WIRE

TYPE 316 SST WIRE MESH,

CLEAN OUT

DIRECTIONS

CLEAR COVER IN ALL

REBAR SHALL HAVE 1.5" MIN.

KSI REBAR IN EACH DIRECTION.

THICK. PROVIDE TWO # 4

24" SQUARE CONC. SLAB 6"

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" SST ANCHOR BOLTS THREADED4

ACCOMMODATE HEADWALL, WINGWALL, AND MUD MAT.

4. ADDITIONAL EXCAVATION SHALL BE REQUIRED TO

DIMENSIONS SHALL BE THAT REQUIRED FOR CONSTRUCTABILITY.

3. DIMENSIONS OF FILTER MATERIAL ARE MINIMUM VALUES. FINAL

DETAILS OF STRUCTURE.

2. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. 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

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 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

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

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -1

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

STRUCTURE

HEADWALL

RECONSTRUCTED

STRUCTURE

HEADWALL

RECONSTRUCTED

EL. 30.5

4" MUD MAT

LANDSIDE

EL. 27.0 EL. 27.0

30.0' 4' 8'

DRAINAGE BLANKET

12" FILTER SOIL

4' 8'55'

EL. 30.5

18" FILTER COLLAR

4" MUD MAT

18" FILTER COLLAR

EL. 27.0

A

20'10'010'

C-11

C

IV

IL

IN

S

T A

L L

A T

IO

N D

E T

A

IL

S D

R A

IN

A G

E

P H

A S

E I

II

S

T R

U C

T U

R E

M .J .B

M .J .B

E .G .M

C F .D

G N

-H

H D

R C

R

IP

S E

P T

E M

B E

R

AT 8" HDPE SPRING LINE

CHIMNEY DRAIN & DRAINAGE BLANKET PLAN

4' 8'

DRAINAGE BLANKET

DRAINAGE PIPE

GRAPHIC SCALE

SECTION

SCALE: A

B

C-11

SECTION

SCALE: A

A

C-11

SCALE: A

A

C-11

B

C-11

SOIL BENTONITE FILL

SOIL BENTONITE FILLCONSTRUCTIOIN

TO FACILITATE

SLOPE AS NEEDED

(FILTER SOIL)

CHIMNEY DRAIN

7' BARREL DIA.

SOIL BENTONITE FILL

(FILTER SOIL)

CHIMNEY DRAIN

(FILTER SOIL)

CHIMNEY DRAIN

6" LIMEROCK

Ø 10" B.C.

BEND

BEND

BEND

8"

" PLATE8

112" SST

D W

G B

E G

U N D

A T

E

C

IV

IL

M .J .B

M .J .B

E .D .M

C-12

-H

H D

R C

R

IP

-C

F .D

G N

GRAPHIC SCALES

F

LO

W

F

LO

W

NUMBER NORTHING EASTING ELEVATION

NUMBER NORTHING EASTING ELEVATION

Elev. 30.7E 654,718.5N 1,002,335.318.

Elev. 9.7E 654,785.0N 1,002,425.917.

Elev. 9.7E 654,793.0N 1,002,366.116.

Elev. 7.0E 654,786.9N 1,002,337.915.

Elev. 31.0E 654,736.4N 1,002,313.814.

Elev. 31.0E 654,809.7N 1,002,226.113.

Elev. 30.7E 654,827.7N 1,002,204.612.

Elev. 30.5E 654,870.0N 1,002,166.411.

Elev. 30.7E 654,987.4N 1,002,013.410.

Elev. 20.0E 655,025.7N 1,002,045.59.

Elev. 20.0E 654,924.7N 1,002,166.48.

Elev. 27.2E 654,930.5N 1,002,209.37.

Elev. 25.1E 654,944.9N 1,002,285.76.

Elev. 19.5E 654,838.0N 1,002,384.05.

Elev. 25.1E 654,831.7N 1,002,457.84.

Elev. 25.1E 654,717.9N 1,002,618.53.

Elev. 25.1E 654,646.7N 1,002,744.32.

Elev. 25.1E 654,633.3N 1,002,799.41.

Elev. 7.0E 654,744.3N 1,002,128.932

Elev. 7.0E 654,759.2N 1,002,201.931

Elev. 30.5E 654,489.2N 1,002,699.830.

Elev. 30.5E 654,547.7N 1,002,677.329.

E 654,574.06N 1,002,697.6128.

E 654,573.5N 1,002,726.727.

E 654,586.1N 1,002,704.426.

Elev. 30.5E 654,576.7N 1,002,652.025.

Elev. 30.5E 654,649.0N 1,002,519.824.

Elev. 30.5E 654,649.8N 1,002,440.423.

Elev. 30.7E 654,655.1N 1,002,421.822.

Elev. 30.5E 654,652.5N 1,002,504.121.

Elev. 9.7E 654,731.7N 1,002,501.120.

Elev. 30.7E 654,692.1N 1,002,366.719.

Elev. 20.0E 654,941.5N 1,001,990.435.

Elev. 19.5E 654,903.6N 1,002,260.034.

Elev. 19.5E 654,831.1N 1,002,386.733.

L

IN

E R

E C

O N

S T

R U

C T

IO

N G

R A

D

IN

G P

L A

N

P H

A S

E I

V P

T I E

M B

A N

K M

E N

T S C

H A

N N

E L C

E N

T

R

7. BOLLARD DETAIL FOUND ON SHEET C-24.

ARE LOCATED ON MECHANICAL DRAWINGS.

6. STILLING WELL AND STILLING WELL CONCRETE PAD DETAILS

COFFERDAM

STRUCTURE, AND ELEVATIONS OF STEEL SHEET PILE

SUPPORT CONCRETE SLAB DETAILS, DETAILS OF S-291

5. SEE STRUCTURE DRAWINGS FOR BUILDING, BUILDING

4. SEE ELECTRICAL DRAWINGS FOR INSTALLATION DETAILS.

APPROVED BY THE COR.

EMBANKMENT WITH SURFACING ARE IN PLACE AND

UNTIL THE COMPLETE STRUCTURE INCLUDING GATE AND

COFFERDAM SYSTEM SHALL BE DEGRADED OR REMOVED

3. NO PORTION OF THE PHASE I TIE-BACK LEVEE OR LAKESIDE

CHANNEL. SEE SHEET C-23 FOR SURFACING PLAN.

IMPORT RIPRAP OUTSIDE OF INTAKE AND DISCHARGE

OF ALL SURFACE TREATMENTS WITH THE EXCEPTION OF

2. ELEVATIONS SHOWN DEPICT FINISHED GRADE INCLUSIVE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. 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

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 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

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

N /A

A S S

H O

W N

A p r 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

S

F \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

(I P -1 S -2

(I P -2 S -2

(I P -3

C u lv e rt R e c o n s tr u c ti o n \0

P la n s \I P -3 \0

C iv il \C -1

A -N

A N

S T

R U

C T

U R

E R

E P

L A

C E

M E

N T S

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 -2

IP

-3

R E

C O

N S

T R

U C

T

IO

N W

E

P -1

-R -0

D R

A

IN

S

O P

A

IN

=64'

MATCH EXISTING GRADE

V :4

H

V :4

H

N 1,001,990.4

Elev. 20.0

E 654,941.5

R=105.7'

R

R=56'

R=62'

R=62'

AND ANTENNA

CONTROL BUILDING

E

E E

E

E

E

E

PHASE III HEADWALL AND WING WALLS

V :4

H S

L O

MATCH EXISTING GRADE

MATCH EXISTING GRADE

MATCH EXISTING GRADE

MATCH EXISTING GRADE

RIGHT OF WAY LIMITS

PHASE III HEADWALL AND WING WALLS

STEEL SHEET PILE

IV

IL

M .J .B

M .J .B

E .G .M

J A

N

C-13

-H

H D

R C

R

IP

-C

F .D

G N

36 39

69 70

N

GRAPHIC SCALE

NUMBER NORTHING EASTING ELEVATION NUMBER NORTHING EASTING ELEVATION NUMBER NORTHING EASTING ELEVATION NUMBER NORTHING EASTING ELEVATION NUMBER NORTHING EASTING ELEVATION

F

LO

W

F

LO

W

R E

C O

N S

T R

U C

T

IO

N G

R A

D

IN

G P

L A

N

P H

A S

E I

V P

T I E

M B

A N

K M

E N

T C

H A

N N

8. REFER TO SHEET C-12 FOR SPOT ELEVATIONS OF CREST CENTERLINE.

7. BOLLARD DETAIL FOUND ON SHEET C-24.

ARE LOCATED ON MECHANICAL DRAWINGS.

6. STILLING WELL AND STILLING WELL CONCRETE PAD DETAILS

STRUCTURE.

SUPPORT CONCRETE SLAB DETAILS, AND DETAILS OF S-291

5. SEE STRUCTURE DRAWINGS FOR BUILDING, BUILDING

4. SEE ELECTRICAL DRAWINGS FOR INSTALLATION DETAILS.

APPROVED BY THE COR.

EMBANKMENT WITH SURFACING ARE IN PLACE AND

UNTIL THE COMPLETE STRUCTURE INCLUDING GATE AND

COFFERDAM SYSTEMS SHALL BE DEGRADED OR REMOVED

3. NO PORTION OF PHASE I TIE-BACK LEVEE OR LAKESIDE

CHANNEL. SEE SHEET C-23 FOR SURFACING PLAN.

IMPORT RIPRAP OUTSIDE OF INTAKE AND DISCHARGE

OF ALL SURFACE TREATMENTS WITH THE EXCEPTION OF

2. ELEVATIONS SHOWN DEPICT FINISHED GRADE INCLUSIVE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD)

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO

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US Army Corps

Jacksonville District

DEPENDS ON YOU

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Elev. 30.5E 654,643.7N 1,002,517.014.

Elev. 30.5E 654,654.2N 1,002,522.813.

Elev. 25.0E 654,712.7N 1,002,615.512.

Elev. 25.0E 654,722.8N 1,002,622.011.

Elev. 30.5E 654,582.0N 1,002,654.810.

Elev. 30.5E 654,571.5N 1,002,649.19.

Elev. 30.5E 654,550.6N 1,002,682.68.

Elev. 30.5E 654,544.9N 1,002,672.07.

Elev. 30.5E 654,490.8N 1,002,706.56.

Elev. 30.5E 654,487.6N 1,002,693.15.

Elev. 25.0E 654,641.4N 1,002,741.44.

Elev. 25.0E 654,651.9N 1,002,747.23.

Elev. 25.0E 654,628.0N 1,002,807.82.

Elev. 25.0E 654,638.9N 1,002,799.11.

Elev. 20.0E 654,760.7N 1,002,521.727.

Elev. 9.7E 654,743.9N 1,002,509.826.

Elev. 9.7E 654,719.5N 1,002,492.425.

Elev. 19.5E 654,709.2N 1,002,472.924.

Elev. 20.0E 654,696.5N 1,002,449.923.

Elev. 30.5E 654,656.0N 1,002,443.622.

Elev. 30.5E 654,660.2N 1,002,428.621.

Elev. 30.5E 654,650.0N 1,002,415.120.

Elev. 20.0E 654,614.9N 1,002,392.019.

Elev. 19.9E 654,603.3N 1,002,384.418.

Elev. 30.5E 654,643.7N 1,002,437.317.

Elev. 30.5E 654,658.5N 1,002,503.916.

Elev. 30.5E 654,646.5N 1,002,504.415.

Elev. 20.0E 654,743.6N 1,002,383.142.

Elev. 30.5E 654,724.6N 1,002,340.441.

Elev. 30.5E 654,712.3N 1,002,330.140.

Elev. 20.0E 654,672.7N 1,002,312.039.

Elev. 19.9E 654,658.6N 1,002,292.538.

Elev. 19.9E 654,634.7N 1,002,336.737.

Elev. 20.0E 654,652.0N 1,002,337.036.

Elev. 30.5E 654,685.7N 1,002,361.935.

Elev. 30.5E 654,698.6N 1,002,371.534.

Elev. 20.0E 654,732.3N 1,002,396.533.

Elev. 19.5E 654,756.4N 1,002,406.432.

Elev. 9.7E 654,772.6N 1,002,417.531.

Elev. 9.7E 654,797.4N 1,002,434.330.

Elev. 25.0E 654,826.8N 1,002,454.429.

Elev. 25.0E 654,836.7N 1,002,461.228.

Elev. 30.5E 654,790.9N 1,002,210.361.

Elev. 20.0E 654,805.7N 1,002,152.260.

Elev. 20.0E 654,800.8N 1,002,157.259.

Elev. 7.0E 654,769.7N 1,002,199.858.

Elev. 19.9E 654,793.3N 1,002,122.857.

Elev. 7.0E 654,753.0N 1,002,118.056.

Elev. 7.0E 654,735.3N 1,002,138.855.

Elev. 7.0E 654,748.6N 1,002,204.154.

Elev. 20.0E 654,711.8N 1,002,239.453.

Elev. 20.0E 654,705.9N 1,002,232.352.

Elev. 30.5E 654,717.6N 1,002,298.151.

Elev. 30.5E 654,755.2N 1,002,329.550.

Elev. 20.0E 654,835.4N 1,002,299.049.

Elev. 7.0E 654,798.8N 1,002,339.648.

Elev. 7.0E 654,800.7N 1,002,345.347.

Elev. 9.7E 654,807.8N 1,002,363.046.

Elev. 7.0E 654,776.8N 1,002,344.145.

Elev. 9.7E 654,778.4N 1,002,369.244.

Elev. 20.0E 654,961.8N 1,001,966.080.

Elev. 30.5E 654,981.2N 1,002,008.379.

Elev. 30.9E 654,994.0N 1,001,993.078.

Elev. 31.0E 655,006.3N 1,002,003.277.

Elev. 30.5E 654,993.5N 1,002,018.676.

Elev. 20.0E 655,025.7N 1,002,045.575.

Elev. 25.0E 654,951.0N 1,002,287.574.

Elev. 25.0E 654,940.9N 1,002,280.973.

Elev. 27.2E 654,927.0N 1,002,214.172.

Elev. 27.2E 654,934.0N 1,002,204.471.

Elev. 30.5E 654,873.8N 1,002,161.870.

Elev. 30.5E 654,866.1N 1,002,171.069.

Elev. 30.5E 654,833.8N 1,002,209.768.

Elev. 30.5E 654,840.0N 1,002,233.567.

Elev. 30.5E 654,838.4N 1,002,243.466.

Elev. 20.0E 654,847.7N 1,002,284.365.

Elev. 30.5E 654,828.5N 1,002,241.864.

Elev. 30.5E 654,830.1N 1,002,231.963.

Elev. 30.5E 654,790.9N 1,002,210.362.

D

C-22

D

C-22

E

E E

E

E

AND MONITORING PLAN, INCLUDING TURBIDITY BARRIERS

4. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL

LIMITS OF THE COFFERDAM.

EMBANKMENT SHALL NOT BE DEGRADED OUTSIDE THE

PLACE, COMPLETE, AND APPROVED BY THE COR. THE

EXCAVATED UNTIL THE COFFERDAM SYSTEMS ARE IN

SURFACE TREATMENTS SHALL BE DEGRADED OR

3. NO PORTION OF THE EXISTING EMBANKMENT, EXCEPT

CONTOURS…