Plans_I_-_HHD_Reach_1_Gap_Closure.pdf

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Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

PRO

DUCTI

O N

IN

CREASED

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

PROJECT NO. NNNNNN

HERBERT HOOVER DIKE REHABILITATION

PROJECT

REACH 1 CUTOFF WALL

GAP CLOSURE

MARTIN AND PALM BEACH COUNTIES, FLORIDA

W912EP-16-R-0018NO.

PORT MAYACA

CANAL POINT

S-351/S-2

ISLAND

TORRY

G-01

G E

N E

R A

L

-H

H D

R C

R H

P -G

I0 .D

G N

M .J .B

M .J .B

J .L .C

LOCATION MAP

N.T.S.

N

N

O V

E M

B E

R

GULF OF MEXICO

VICINITY MAP

N.T.S.

N

TITLE

GENERAL

DWG NO

G-01

G-02 ABBREVIATIONS AND REFERENCE SYMBOLOGY

G-03

G-04

CIVIL

C-02

C-03

C-05

C-04

C-07

C-06

C-08

C-09

C-01

G-00 COVER

R-02

R-03

R-05

R-04

R-07

R-06

R-08

R-09

R-01

RESOURCE

ACCESS AND SURVEY PLAN

INDEX, LOCATION AND VICINITY MAP

IN

D

E X L

O C

A T

IO

N A

N D V

IC

IN

IT

Y M

A P

G-05

G-06

G-07

S-2 - CUTOFF WALL LOCATION PLAN

S-351 AND S-2 - CUTOFF WALL LOCATION PLAN

S-351 - CUTOFF WALL LOCATION PLAN

CANAL POINT (S-352) - CUTOFF WALL LOCATION PLAN

PORT MAYACA (S-308) - CUTOFF WALL LOCATION PLAN

MAINTENANCE OF TRAFFIC

C-10 MAINTENANCE OF TRAFFIC

AS-BUILT PLAN - S-2 PLAN

AS-BUILT PLAN - S-351 PLAN

AS-BUILT PLAN - S-351 SECTIONS

AS-BUILT PLAN - S-351 SECTIONS

AS-BUILT PLAN - S-351 SECTIONS

AS-BUILT PLAN - S-351 PLAN AND DETAILS

AS-BUILT PLAN - S-351 ELEVATION AND PROFILES

R-10 AS-BUILT PLAN - S-351 FOUNDATION PILES

R-11 AS-BUILT PLAN - S-351 COFFERDAM AND DEWATERING

R-12

R-13

R-14

R-15 AS-BUILT PLAN - S-352 GENERAL PLAN

AS-BUILT PLAN - S-352 SECTIONS

AS-BUILT PLAN - S-352 SECTIONSR-17

R-16

R-18 AS-BUILT PLAN - S-352 ELEVATIONS

R-19

R-20

R-21

R-22

R-23 AS-BUILT PLAN - S-308 LOCK PLAN AND SECTIONS

R-24

R-25 AS-BUILT PLAN - S-308 MISCELLANEOUS CONCRETE DETAILS

R-27

R-28 AS-BUILT PLAN - S-308 CUTOFF WALL PLAN

R-29

R-30

AS-BUILT PLAN - S-308 CUTOFF WALL SECTIONS

TORRY ISLAND - CUTOFF WALL LOCATION PLAN

TORRY ISLAND MAINTENANCE OF TRAFFIC AND CONSTRUCTION PHASING

MISCELLANEOUS CROSS SECTIONS AND DETAILS

AS-BUILT PLAN - S-2 GENERAL PLAN AND SECTIONS

AS-BUILT PLAN - S-2 TRAINING WALL PLAN AND SECTIONS

AS-BUILT PLAN - S-351 SPILLWAY PLAN

AS-BUILT PLAN - S-351 SPILLWAY SECTIONS AND DETAILS

AS-BUILT PLAN - S-352 SITE PLAN

AS-BUILT PLAN - S-352 SPILLWAY PLAN

AS-BUILT PLAN - S-352 SPILLWAY SECTIONS

AS-BUILT PLAN - S-352 SPILLWAY SECTIONS

AS-BUILT PLAN - S-308 LOCK PLAN

AS-BUILT PLAN - S-308 UPPER GATE PLAN

AS-BUILT PLAN - S-308 SOUTH CONCRETE APPROACH WALLS

AS-BUILT PLAN - S-308 DETAILS

BEVERLY SCOTT, CITY OF BELLE GLADE, 561-996-0100

GARTH A. BEDWARD, ATT, 561-540-9263

LONNIE TAYLOR, FLORIDA POWER AND LIGHT, 561-992-5907

SEAN REILLY, PALM BEACH COUNTY, TRAFFIC, 561-684-4092

DAVE YOUNG, PALM BEACH COUNTY, ROADWAY PRODUCTION, 561-684-4150

HECTOR RODRIGUEZ, PBC WATER UTILITIES DEPT., 561-493-6219

UTILITY PROVIDERS AND CITY CONTACTS

AS-BUILT PLAN - S-2 TRAINING WALL PLAN AND SECTIONSR-03A

R-24A AS-BUILT PLAN - S-308 TIE BACK LEVEE LOCK

AS-BUILT PLAN - S-308 SOUTH CONCRETE APPROACH WALLSR-26

R-23A AS-BUILT PLAN - S-308 LOCK UPLIFT PRESSURE RELIEF SYSTEM

R-03B

R-08A

C-07A CUTOFF WALL CONNECTION DETAILS

AS-BUILT PLAN - S-2 TRAINING WALL PLAN AND SECTIONS

AS-BUILT PLAN - S-351 PLAN AND AS-BUILT

R-31 S-308 REFERENCE DRAWING

R-13A AS-BUILT PLAN - S-351 LAKE SIDE WING WALL

R-21A AS-BUILT PLAN - HURRICANE GATE STRUCTURE No. 5

GEOTECHNICAL

B-01

B-02

B-03

B-04

S-2 AND S-351 - PIEZOMETER AND BORING LOCATIONS

CANAL POINT (S-352) - PIEZOMETER AND BORING LOCATIONS

PORT MAYACA (S-308) - PIEZOMETER AND BORING LOCATIONS

TORRY ISLAND - PIEZOMETER AND BORING LOCATIONS

S-2 AND S-351 - WORK LIMITS

TORRY ISLAND - WORK LIMITS

CANAL POINT (S-352) - WORK LIMITS

PORT MAYACA (S-308) - WORK LIMITS

KEY WEST

TALLAHASSEE

JACKSONVILLE

TAMPA

ORLANDO

COCOA

FT MYERS

MIAMI

BEACH

WEST

PALM

LAKE

OKEECHOBEE

PENSACOLA

ALABAMA

GEORGIA

ATLANTIC OCEAN

GULF OF MEXICO

OF WORK

LOCATION

FLORIDA

ISLANDTORRY

W A

T E

R W

A Y

W A T E

R W

A Y

BELLE GLADE

Pop.14,906

BELLE GLADE

STATE

AIRPORT

Glades Correctional Institution

MAYACA 2

TO PAHOKEE

PAHOKEE

Pop. 5,985 PELICAN

IS.

Bascom Pt.

GLADES AIRPORT

PALM BEACH COUNTY

CANAL POINT

R A

IL

R O

A D

R W

Y

F.

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Chosen

Knott

Dahlberg

Pop. 3,859

SOUTH BAY

RAILWAY

COAST

South Shore

Runyon

Cardwell O

KE

EC

HO

BE

E

Ri m C an al

KREAMER

ISLAND

P R

IV

A T

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Hooker

Bryant

ISLAND

TORREY

Chosen

Hooker

LAKE OKEECHOBEE

Pelican

Bay

15715

15441

441812

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

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A P C

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COUNTY

PALM BEACH

COUNTY

MARTIN

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N S A

N D R

E F

E R

E N

C E S

Y M

B O

L O

G Y

SURVEY MARKER

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

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

FENCE

OBJECT CENTERLINE

GUARDRAIL

RIGHT-OF-WAY

PROPERTY LINE

INDENTITY SYMBOL KEY

SECTION

SCALE: A SCALE: A

DETAIL

SECTION

SCALE: A

PLAN

SCALE: A

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DETAIL IDENTIFICATION

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

S-203

F

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

M-102

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

MARK No. CALLOUT MARK TITLE

INTERIOR ELEVATION

4 REQ'D

PART

PART

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

QUANTITY REQUIRED

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

F

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

T

S-706

OBJECT REFERENCED

S-506

J

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

J

F

A-201

F

A-201

A-202

G

F H

J

D

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

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

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CHANGE ORDER REQUESTCOR

CONCRETECONC

CONTRACTING OFFICERCO

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

(EARTH)

EMBANKMENT FILL

CROSS SECTION MATERIAL SYMBOL KEY

WORKING POINTWP

WITHOUTW/O

WITHW/

UNDER GROUND ELECTRICUGE

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

RECP ROLLED EROSION CONTROL PRODUCT

RADIUSR

QUANTITYQTY

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

CENTEROCON

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NIBS NATIONAL INSTITUTE OF BUILDING SCIENCES

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRIC CODENEC

MEAN SEA LEVELMSL

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LARGELRG

LINEAR FOOTLF

SOIL BENTONITE

EXISTING WATER MAIN

E X

E X

C X

EXISTING STORM DRAIN

OVERHEAD

EXISTING ELECTRICAL PRIMARY

UNDERGROUND

EXISTING ELECTRICAL PRIMARY

MANHOLE

UTILITY POLE

HHD ALIGNMENT

OVERHEAD ELECTRICESx

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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778614.55 923954.23

773050.36 915458.67

781975.31 959091.90

746823.60 857606.99

AJ6242 35.46 SURVEY DISK

AJ3520 37.69 SURVEY DISK

AJ6235 35.21 SURVEY DISK

N/A 40.33 USACE DISK IN CONCRETE MONUMENT

Q 525=AJ6235

X 525=AJ6242

LO 81 A=AJ3520

FCE 5058

POINT NAME NGS PID X (EASTING) Y (NORTHING) Z (NAVD88) DESCRIPTION

G E

N E

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N.T.S.

N.T.S.

CANAL POINT ACCESS

PORT MAYACA ACCESS

WORK AREA

LEGEND

SURVEY NOTES:

C E

S S A

N D S

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G-03

GENERAL NOTES:

OKEECHOBEE

LAKE

OKEECHOBEE

LAKE

A. FIELD BOOKS : 2008-180 TO 2008-225 (STRUCTURAL MONITORING)

7. REFER TO PROJECT DATA:

6. SURVEY DATA WAS OBTAIN FROM APRIL 2015 TO MAY 2015

EXISTING AT THAT TIME.

AND CAN ONLY BE CONSIDERED AS INDICATING GENERAL CONDITIONS

SURVEYS MADE ON THE DATES INDICATED ON THE REFERENCED SURVEY

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

4. ALL AZIMUTHS ARE GRID AND ARE RECKONED CLOCKWISE FROM NORTH (0).

DATUM OF 1983 (NAD83(11)).

3. PLANE COORDINATES ARE IN FEET AND BASED ON THE NORTH AMERICAN

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2 . ELEVATIONS ARE IN FEET AND TENTHS AND ARE REFERENCED TO THE

1. REFER TO SURVEY 15-040.

ON HERBERT HOOVER DIKE.

WITH OTHER CONSTRUCTION CONTRACTORS WORKING

3. THE NW 1ST AVE. ACCESS SHALL BE A SHARED ACCESS

DISTRICT PERSONNEL.

FEDERAL AND SOUTH FLORIDA WATER MANAGEMENT

2. CONTRACTOR SHALL MAINTAIN SAFE ACCESS FOR

S-352 AND S-308 IS PROHIBITED.

1. VEHICULAR ACCESS ACROSS STRUCTURES S-2, S-351,

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C O

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

D E

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S-2 S-351 &

ISLAND

TORRY

S-308

S-352

N

W

EST LAKE ROAD

BELLE GLADE

APPROX.

2 MILES

A P

P R

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IL

E

S

S O

U T

H B

A Y

N.T.S.

N W

S T A

V E

N O

R T

H N

E W R

IV

E R C

A N

A L

HILLSBORO CANAL

W E S T P

A

LM

B

E A C

H C

A N

A L

ST. LUCIE C

ANAL

S-351, S-2 AND TORRY ISLAND ACCESS

SURVEY 07-016 : HORIZONTAL AND VERTICAL CONTROL MARKS

X 525

LO 81 A

Q 525

FCE 5058

N

100'50'050'

E 748822.83

N 860635.96

E 748868.81

N 860707.11

RIGHT OF WAY

FEDERAL

S

NOTES:

OKEECHOBEE

LAKE

AREA

STORAGE

TEMPORARY

17 860910.28 749332.66

16 861007.39 749404.87

15 861035.55 749367.00

14 860938.44 749294.79

13 860970.59 749248.50

12 861067.70 749320.71

11 861106.20 749268.93

10 861009.09 749196.72

9 860593.43 748887.05

8 860651.75 748924.74

7 860690.84 748864.26

6 860632.52 748826.57

5 860033.28 748696.79

4 860081.21 748731.80

3 860148.26 748754.20

2 860167.68 748724.11

1 860066.13 748653.65

PT. NORTHING EASTING

STORAGE AREAS

MOVED TO THE DESIGNATED STORAGE AREAS.

OF THE ISLAND BETWEEN S-2 AND S-351. MATERIALS SHALL BE

MOVE EXCESS MATERIALS, RIPRAP AND BEDDING STONE OFF

4. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

10 10

10 10

HHD ALIGNMENT (TYP.)

15 15

15 15 15

15 15

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

E 749006.56

N 860861.03

20 20

20 20

20 20 20 20 20

WORK LIMITS

25 25

25 25

30 30

30 30

E 749421.59

N 861013.44

E 748790.08

N 860288.57

G-04

S -2 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

E

J A

C K

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N /A

N /A

A S S

H O

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O E -S

A J P

W P J

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4A -N

A N

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GRAPHIC SCALE

40 40

40 40 40

E 749096.54

N 860909.08

E 749272.86

N 861124.03

AREA

STORAGE

AREA

STORAGE

AREA

STORAGE

E 749157.81

N 860969.31

E 748737.45

N 860077.08

E 748538.33

N 860112.15

E 748424.59

N 859958.35

E 748572.12

N 859850.73

TOE

EMBANKMENT

LAKESIDE

TOE

EMBANKMENT

LANDSIDE

E 748766.75

N 860162.88

E 748586.77

N 860253.99

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALT

E 748857.51

N 860241.57

E 748673.14

N 860377.92

E 748723.49

N 860193.03

BARRIER

VEGETATION

BARRIER

SAFETY

S-2

S-351

FORCE MAIN

6" DIP SEWER

4 861611.39 749845.71

3 861708.50 749917.91

2 861736.66 749880.04

1 861639.55 749807.84

PT. NORTHING EASTING

STORAGE AREA

OKEECHOBEE

LAKE

NOTES:

ISLAND

TORRY

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

15151515

15 15 15

15 1

15 15 15 15 15

W E

S T L

A K

E R

O A

D

20 20 20 20 20 20

20202020202020202020

TOE

EMBANKMENT

LANDSIDE

TOE

EMBANKMENT

LAKESIDE

252525252525

25252525252525

30 30 30

30 30 30 30 30 30 30 30 30

30 30

30 30 30

30 30 30 30 30 30 30 30

3535353535353535

353535

35 35

35 35 35 35 35 35 35 35 354

E 750008.76

N 862224.48 WORK LIMITS

PUMP HOUSE

VALVE BOX

G-05

G E

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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

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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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E E

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A B

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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

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N /A

N /A

A S S

H O

W N

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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

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

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5A -N

A N

H E

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H I C

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F W

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GRAPHIC SCALE

RIGHT OF WAY

FEDERAL

RIGHT OF WAY

FEDERAL

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

40 40 40 40

40 40

40 40 40 40 40

E 750599.44

N 862697.72

E 749603.46

N 861687.19

E 749805.22

N 861538.66

LAND

FEDERAL

LAND

FEDERAL

AREA

STORAGE

(SEE NOTE 4)

WATER INTAKE

18" DIP RAW

WATER

6" POTABLE

ELECTRIC

OVERHEAD

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALT

T O

R R

Y

IS

L A

N D B

R

ID

G E

FIBER OPTIC

UNDERGROUND

COMMUNICATION

OVERHEAD

E 750383.20

N 862834.10

ELECTRIC

UNDERGROUND

E 750205.14

N 862086.21

LIMITS

WORK

E 750380.75

N 862242.29

E 750330.13

N 862274.51

E 750253.84

N 862051.16

E 750294.84

N 862107.29

PT. NORTHING EASTING

STORAGE AREAS

9 920124.79 776138.63

8 920239.95 776209.95

7 920246.41 776199.25

6 920186.93 776115.27

5 920144.89 776095.01

4 919503.73 775711.52

3 919584.77 775766.53

2 919638.03 775685.93

1 919555.62 775630.92

CANAL

L-10

FEC RAILROAD

US 441

OKEECHOBEE

LAKE

N

80'40'040'

10 10 10 10

10101010

101010

15 15 15

15 15 15

15 1

15151515

15 15 15

202020

20 20

2020202020

202020202020

202020

20 20

20 20 20 20

25 25

25 25 25

25 25

30 30

30303030

30 30

NOTES:

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

A C

C E

S S D

R

IV

E

35 35

353535

35353535 35 35 35 35

E 775806.91

N 919434.71

E 775623.94

N 919555.62

E 775878.41

N 919930.49

E 775898.91

N 919916.19

WORK LIMITS

WORK LIMITS

RIGHT OF WAY

FEDERAL

PVC ELECTRIC

UNDERGROUND 1.5"

FENCE

FIBER OPTIC

1.5" PVC UNDERGROUND

ELECTRIC

(2) 1" PVC UNDERGROUND

ELECTRIC

4" PVC UNDERGROUND

BARRIER

SAFETY

COMMUNICATION

1.5" PVC UNDERGROUND

EMBANKMENT TOE

LANDSIDE

E 776305.66

N 920188.03

E 776200.58

N 919998.92

E 776060.06

N 920147.34

E 776083.74

N 920133.04

E 776199.03

N 920252.39

E 776111.33

N 920190.26

S-352

AREA

STORAGE

AREA

STORAGE

1 2

4 3

6UTILITY

UNDERGROUND

UNKNOWN

& BOLLARDS

OF EXISTING WELL

APPROX. LOCATION

EMBANKMENT TOE

LAKESIDE

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALT

OF OVERHEAD ELECTRIC

APPROX. LOCATION

G E

N E

R A

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G-06

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F

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B E

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C A

L E

P L

O T D

A T

E

C O

N T

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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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F T

H E A

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N E

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N /A

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N /A

N /A

A S S

H O

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GRAPHIC SCALE

PT. NORTHING EASTING

STORAGE AREA

4 963248.03 779741.11

3 963287.63 779763.66

2 963327.81 779693.08

1 963288.22 779670.53

N

60'30'030'

E 779567.44

N 963626.03

E 779615.91

N 963438.88 GALVANIZED PIPE

1.5" UNDERGROUND

E 779538.73

N 963618.59

OKEECHOBEE

LAKE

NOTES:

CONSTRUCTION.

4. CONTRACTOR TO PROTECT MONITORING WELLS DURING

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

20 20

1376+00

E

WORK LIMITS

AREA

COVERED SITTING

ASPHALT

P O

R T M

A Y

A C

A S -3

G E

N E

R A

L

G-07

W O

R K L

IM

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S

A

B

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8 7 6 5 4 3 2

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D A

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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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S O

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F T

H E A

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N /A

N /A

A S S

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7A -N

A N

H E

R B

E R

T H

O O

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A B

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N P

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A C

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F W

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L O

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GRAPHIC SCALE

1378+00

1377+00

E 779743.86

N 963239.45

E 779798.32

N 963335.01

E 779557.43

N 963345.57

E 779532.34

N 963442.44

WORK LIMITS

BLDG.

OFFICE

GUARDRAIL

ELECTRIC

OVERHEAD

CONDUIT

2" PVC UNDERGROUND

18" RCP

CHAINLINK FENCE

WELLS. (SEE NOTE 4)

BOLLARDS AND MONITORING

APPROX. LOCATION OF

OF SEPTIC SYSTEM

APPROX. LOCATION

A R

E A

S T

O R

A G

E

MW

MW

HHD15-S308-CB-1 S-30

RIGHT OF WAY

FEDERAL

S

LEGEND:

NOTES:

OKEECHOBEE

LAKE

MOVED TO THE DESIGNATED STORAGE AREAS.

OF THE ISLAND BETWEEN S-2 AND S-351. MATERIALS SHALL BE

MOVE EXCESS MATERIALS, RIPRAP AND BEDDING STONE OFF

4. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

PROPOSED

FOR BORING DESCRIPTION)

EXISTING SOIL BORING (REFER TO SPECIFICATIONS

FOR PIEZOMETER DESCRIPTION)

NEW PIEZOMETER (REFER TO SPECIFICATIONS

HHD ALIGNMENT (TYP.)

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

HHD17-PS2-PZ-2A3

HHD17-PS2-PZ-2A2

HHD17-PS2-PZ-2A1

HHD17-PS2-PZ-1A4

HHD17-PS2-PZ-1A3

HHD17-PS2-PZ-1A2

HHD17-PS2-PZ-1A1

A

B

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D B

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T E

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

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

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A

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S O

F E

N G

IN

E E

R S

A B

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F T

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N /A

A S S

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A C

H I C

U T

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F W

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L G

A P C

L O

S U

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GRAPHIC SCALE

S -2 A

N D S -3

G E

O T

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H N

IC

A L

P

IE

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M E

T E

R A

N D B

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A T

IO

N S

B-01

TOE

EMBANKMENT

LAKESIDE

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALT

HHD15-PS2-CB-4

HHD15-PS2-CB-3

HHD15-PS2-CB-1

HHD15-S351-CB-3

HHD15-S351-CB-2

HHD15-S351-CB-1

S-2

S-351

FORCE MAIN

6" DIP SEWER

HHD15-PS2-CB-2

HHD17-PS2-PZ-1B4

HHD17-PS2-PZ-1B3

HHD17-PS2-PZ-1B2

HHD17-PS2-PZ-1B1

HHD17-PS2-PZ-1C4

HHD17-PS2-PZ-1C3

HHD17-PS2-PZ-1C2

HHD17-PS2-PZ-1C1

OKEECHOBEE

LAKE

LEGEND:

NOTES:

ISLAND

TORRY

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

FOR BORING DESCRIPTION)

EXISTING SOIL BORING (REFER TO SPECIFICATIONS

W E

S T L

A K

E R

O A

D

TOE

EMBANKMENT

LANDSIDE

TOE

EMBANKMENT

LAKESIDE

WORK LIMITS

PUMP HOUSE

VALVE BOX

G E

N E

R A

L

T O

R R

Y I S

L A

N D

B-02

P

IE

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N D B

O R

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A T

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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

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

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C D

D E

P A

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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

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u 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

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

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

G e o te c h n ic a l\ B -0

A -N

A N

H E

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E R

T H

O O

V E

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A B

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C T

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A C

H I C

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F W

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A P C

L O

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GRAPHIC SCALE

RIGHT OF WAY

FEDERAL

RIGHT OF WAY

FEDERAL

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

EASEMENT

WATER MANAGEMENT DISTRICT

FEDERAL/SOUTH FLORIDA

LAND

FEDERAL

LAND

FEDERAL

(SEE NOTE 4)

WATER INTAKE

18" DIP RAW

WATER

6" POTABLE

ELECTRIC

OVERHEAD

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALTHHD15-R1D-CB-1

HHD15-R1D-CB-2

HHD15-R1D-CB-3

T O

R R

Y

IS

L A

N D B

R

ID

G E

FIBER OPTIC

UNDERGROUND

COMMUNICATION

OVERHEAD

ELECTRIC

UNDERGROUND

E 750205.14

N 862086.21

LIMITS

WORK

E 750253.84

N 862051.16

CANAL

L-10

FEC RAILROAD

US 441

80'40'040'

LEGEND:

NOTES:

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

A C

C E

S S D

R

IV

E

FOR BORING DESCRIPTION)

EXISTING SOIL BORING (REFER TO SPECIFICATIONS

FOR PIEZOMETER DESCRIPTION)

NEW PIEZOMETER (REFER TO SPECIFICATIONS

RIGHT OF WAY

FEDERAL

PVC ELECTRIC

UNDERGROUND 1.5"

FENCE

FIBER OPTIC

1.5" PVC UNDERGROUND

ELECTRIC

(2) 1" PVC UNDERGROUND

ELECTRIC

4" PVC UNDERGROUND

COMMUNICATION

1.5" PVC UNDERGROUND

EMBANKMENT TOE

LANDSIDE

HHD17-S352-PZ-1A2

HHD17-S352-PZ-1A1

HHD17-S352-PZ-1B2

HHD17-S352-PZ-1B1

HHD15-S352-CB-4

HHD15-S352-CB-3

HHD15-S352-CB-2

HHD15-S352-CB-1S-352

UTILITY

UNDERGROUND

UNKNOWN

& BOLLARDS

OF EXISTING WELL

APPROX. LOCATION

EMBANKMENT TOE

LAKESIDE

CREST

EMBANKMENT

LOST TRAIL

ASPHALT

LOST TRAIL

ASPHALT

G E

O T

E C

H N

IC

A L

C A

N A

L P

O

IN

T S -3

B-03

P

IE

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E R A

N D B

O R

IN

G L

O C

A T

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A

B

C

D

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D B

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D A

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B E

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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

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L E D

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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

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u 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

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

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

G e o te c h n ic a l\ B -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

IO

N P

R O J E

C T

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A C

H I C

U T

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F W

A L

L G

A P C

L O

S U

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GRAPHIC SCALE

HHD17-S352-PZ-1C2

HHD17-S352-PZ-1C1

60'30'030'

GALVANIZED PIPE

1.5" UNDERGROUND

AREA

COVERED SITTING

NOTES:

LEGEND:

CONSTRUCTION.

4. CONTRACTOR TO PROTECT MONITORING WELLS DURING

CONTRACT SPECIFICATIONS.

MONITORING PLAN, INCLUDING TURBIDITY BARRIERS PER THE

3. CONTRACTOR SHALL PROVIDE A TURBIDITY CONTROL AND

LIMITS.

SIZE. CONTRACTOR SHALL STORE RIP RAP WITHIN WORK

GOVERNMENT USE. STORAGE AREAS ARE APPROXIMATE IN

2. EXCESS QUANTITIES OF RIP RAP SHALL BE STOCKPILED FOR

WORK LIMITS AND FEDERAL RIGHT OF WAY.

1. ALL WORK SHALL BE PERFORMED WITHIN THE CONSTRUCTION

FOR BORING DESCRIPTION)

EXISTING SOIL BORING (REFER TO SPECIFICATIONS

FOR PIEZOMETER DESCRIPTION)

NEW PIEZOMETER (REFER TO SPECIFICATIONS

1376+00

E

WORK LIMITS

ASPHALT

P O

R T M

A Y

A C

A S -3

B-04

G E

O T

E C

H N

IC

A L

P

IE

Z O

M E

T E

R A

N D B

O R

IN

G L

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C K

D B

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D A

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F

IL

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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

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

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

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u 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

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

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

G e o te c h n ic a l\ B -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

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C T

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A C

H I C

U T

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F W

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A P C

L O

S U

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GRAPHIC SCALE

1378+00

1377+00

WORK LIMITS

BLDG.

OFFICE

GUARDRAIL

ELECTRIC

OVERHEAD

CONDUIT

2" PVC UNDERGROUND

18" RCP

CHAINLINK FENCE

WELLS. (SEE NOTE 4)

BOLLARDS AND MONITORING

APPROX. LOCATION OF

OF SEPTIC SYSTEM

APPROX. LOCATION

MW

MW

HHD15-S308-CB-1

HHD15-S308-CB-2

HHD15-S308-CB-3

HHD15-S308-CB-5

HHD15-S308-CB-4

S-30

HHD17-S308-PZ-1B2

HHD17-S308-PZ-1B1

HHD17-S308-PZ-1A2

HHD17-S308-PZ-1A1

HHD17-S308-PZ-1C2

HHD17-S308-PZ-1C1

CONVENTIONAL CUTOFF WALL

LEGEND:

40'20'020'

AND STOCKPILED

RIPRAP TO BE REMOVED

IMPORT RIPRAP

LIMITS OF PROPOSED

MINIMUM COVER SEE SPECIFICATIONS.

EMBANKMENT FILL. FOR CUTOFF WALL

ELEVATION SHALL BE SPOIL CUTOFF WALL OR

ELEVATION 31 AND EMBANKMENT CREST

4. MATERIAL ABOVE CUTOFF WALL AND BETWEEN

OR CONCRETE.

SHALL BE CONSTRUCTED WITH FLOWABLE FILL

ELEVATION SHOWN HERE-IN, THE DIFFERENCE

WALL. IF WORKING PLATFORM IS BELOW TOP

LEAST 3' ABOVE TOP OF JET GROUT CUTOFF

3. WORKING PLATFORM SURFACE SHALL BE AT

18"-24" IN THICKNESS.

2. EXISTING RIPRAP IS EXPECTED TO BE APPROX.

(NAVD).

TO NORTH AMERICAN VERTICAL DATUM 1988

1. ELEVATIONS ARE IN FEET AND TENTHS REFER

UNDERGROUND UTILITIES

C

IV

IL

C-01

C U

T O

F F W

A L

L L

O C

A T

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L A

N

S E

E S

H E

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-0

S -2

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D B

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D A

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F

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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

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

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u 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

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

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

IO

N P

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C T

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A C

H I C

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L O

S U

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GRAPHIC SCALE

E 748598.71

N 860058.92E 748548.67

N 859991.88

E 748693.53

N 860269.24

TIP EL. -27.0

TOP EL. 31.0

CUTOFF WALL

CONVENTIONAL

RIGHT OF WAY

FEDERAL

CONVENTIONAL CUTOFF WALL

JET GROUT

LEGEND:

MINIMUM COVER SEE SPECIFICATIONS.

CUTOFF WALL OR EMBANKMENT FILL. FOR CUTOFF WALL

31 AND EMBANKMENT CREST ELEVATION SHALL BE SPOIL

5. MATERIAL ABOVE CUTOFF WALL AND BETWEEN ELEVATION

FLOWABLE FILL OR CONCRETE.

THE DIFFERENCE SHALL BE CONSTRUCTED WITH

PLATFORM IS BELOW TOP ELEVATION SHOWN HERE-IN,

ABOVE TOP OF JET GROUT CUTOFF WALL. IF WORKING

4. WORKING PLATFORM SURFACE SHALL BE AT LEAST 3'

THICKNESS.

3. EXISTING RIPRAP IS EXPECTED TO BE APPROX. 18"-24" IN

DRAWINGS.

2. SEE DRAWING R-01 THROUGH R-03B FOR S-2 AS-BUILT

AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS REFER TO NORTH

N

40'20'020'

CONCRETE WALL

C O

N C

R E

E

W

L L

STRUCTUE ??

STRUCTURE S2

AND STOCKPILED

RIPRAP TO BE REMOVED

IMPORT RIPRAP

LIMITS OF PROPOSED

C

IV

IL

C-02

S -3

A

N D S -2

C U

T O

F F W

A L

L L

O C

A T

IO

N P

L A

N

S-2

S-351

S E

E S

H E

E T C

-0

S E

E S

H E

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-0

A

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D B

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D A

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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

IL

L E F

L O

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ID

A

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C K

S O

N V

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L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

A B

C D

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

S O

L

IC

T

N /A

N /A

A S S

H O

W N

J u 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

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

-R e a c h C u to ff W a ll \C u to ff W a ll G a p C lo s u re \0

P la n s \0

C iv il \C -0

A -N

A N

H E

R B

E R

T H

O O

V E

R D

IK

E R

E H

A B

IL

IT

IO

N P

R O J E

C T

R E

A C

H I C

U T

O F

F W

A L

L G

A P C

L O

S U

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GRAPHIC SCALE

RIGHT OF WAY

FEDERAL

REMOVED AND STOCKPILED.

GROUTED RIPRAP TO BE

REMOVED AND STOCKPILED.

GROUTED RIPRAP TO BE

TOP EL. 25.0

SEE SHT. C-07

SLAB AND CAP,

LIMITS OF CONCRETE

IMPORT RIPRAP

3160 SY OF

IMPORT RIPRAP

608 SY OF

TIP EL. -27.0

CUTOFF WALL

JET GROUT

TIP EL. -27.0

TOP EL. 31.0

CUTOFF WALL

CONVENTIONAL

TOP EL. 22.0

SEE SHT. C-07

SLAB AND CAP,

LIMITS OF CONCRETE

SECTION

100 LF DEMONSTRATION

E 748805.63

N 860420.36

TIP EL. -27.0

CUTOFF WALL

JET GROUT

TRAINING WALL

SOUTH DISCHARGE

TRAINING WALL

NORTH DISCHARGE

B

R-02

C

R-02

D

R-05

E A

R-03BR-03B E 748887.45

N 860532.79

E 748970.26

N 860653.75

E 748742.71

N 860341.08

CONVENTIONAL CUTOFF WALL

JET GROUT

CUTOFF WALL

EXISTING CONVENTIONAL

LEGEND:

SPECIFICATIONS.

FOR CUTOFF WALL MINIMUM COVER SEE

SHALL BE SPOIL CUTOFF WALL OR EMBANKMENT FILL.

ELEVATION 31 AND EMBANKMENT CREST ELEVATION

7. MATERIAL ABOVE CUTOFF WALL AND BETWEEN

FLOWABLE FILL OR CONCRETE.

THE DIFFERENCE SHALL BE CONSTRUCTED WITH

PLATFORM IS BELOW TOP ELEVATION SHOWN HERE-IN,

ABOVE TOP OF JET GROUT CUTOFF WALL. IF WORKING

6. WORKING PLATFORM SURFACE SHALL BE AT LEAST 3'

ASSOCIATED WITH SURVEY NO. 15-040.

5. TH #7 DENOTES SOFT DIG LOCATION AND INFORMATION

THICKNESS.

4. EXISTING RIPRAP IS EXPECTED TO BE APPROX. 18"-24" IN

DRAWINGS.

3. SEE DRAWING R-04 THROUGH R-13 FOR S-351 AS-BUILT

FACILITATE INSTALLATION OF CUTOFF WALL.

2. REMOVE AND REPLACE GUARDRAIL AS NECESSARY TO

AMERICAN VERTICAL DATUM 1988 (NAVD).

1. ELEVATIONS ARE IN FEET AND TENTHS REFER TO NORTH

AND STOCKPILED

RIPRAP TO BE REMOVED

IMPORT RIPRAP

LIMITS OF PROPOSED

S

N

40'20'020'

STRUCTURE S2

C

IV

IL

C-03

C U

T O

F F W

A L

L L

O C

A T

IO

N P

L A

N

S-351

S -3

S E

E S

H E

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P L

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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GRAPHIC SCALE

OF BURIED FORCEMAIN

VERIFY DEPTH AND LOCATION

CONTRACTOR TO FIELD

E 749150.95

N 860829.24

SEE NOTE 2

EL. 27.3

FORCE MAIN

CROWN OF 8"

E 749204.20

N 860896.66

TH #10

UTILITY, SEE SPECIFICATIONS.

CROSSING WITH PALM BEACH COUNTY

CONTRACTOR TO COORDINATE UTILITY

RIGHT OF WAY

FEDERAL

DEPTH OF COVER 7.2'

CROWN EL. 27.3

8" FORCE MAIN

E 749155.5

N 860892.5

TH #7

TIP EL. -27.0

TOP EL. 31.0

CUTOFF WALL

CONVENTIONAL

E 749180.24

N 860699.04

AND CAP SEE SHT. C-07

CONCRETE SLAB

10'x3.5'x18"

IMPORT RIPRAP

1400 SY OF

TIP EL. -27.0

TOP EL. 30.0

JET GROUT

A

C-07A

JOINT

R-08A

R-07

WIDTH = 24"

BOTTOM CUTOFF WALL = -40.0

TOP OF CUTOFF WALL = 40.4

Y = 861991.7

X = 750033.2

WALL STA. 2554+50.00

EXISTING CUTOFF

E 749155.77

N 860716.30