W912EP-17-R-0008_Drawings.pdf

PDF 26 MB Posted Apr 19, 2017

Attached to: HERBERT HOOVER DIKE REHABILITATION PROJECT, REACH 1 CUTOFF WALL EXTENSION, PALM BEACH COUNTY, FLORIDA
Solicitation number: W912EP-17-R-0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
Amendment_0007_HHD_Cutoff_Wall_17R0008_.pdf	PDF	Jun 2, 2017
W912EP17R0008_Amendment_0006.pdf	PDF	May 26, 2017
W912EP-17-R-0008_Amendment_0005.pdf	PDF	May 25, 2017
W912EP-17-R-0008_Amendment_0004.pdf	PDF	May 18, 2017
W912EP-17-R-0008_Amendment_0003.pdf	PDF	May 11, 2017
W912EP-17-R-0008_Amendment_0002.pdf	PDF	Apr 28, 2017
W912EP-17-R-0008_Amendment_0001.pdf	PDF	Apr 27, 2017
W912EP-17-R-0008_Volume_1.pdf	PDF	Apr 18, 2017
W912EP-17-R-0008_Volume_2.pdf	PDF	Apr 18, 2017
W912EP-17-R-0008_GDR.pdf	PDF	Apr 18, 2017

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$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

PRO

DUCTI

O N

CREASED

PLANS

FOR CONSTRUCTION OF

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP'S"

HERBERT HOOVER DIKE REHABILITATION

114527-HHDRCRIP1-GI000.DGN

NO. W912EP-17-R-0008

PROJECT

REACH I CUTOFF WALL EXTENSION

PALM BEACH COUNTY, FLORIDA

STA. 2567+00

LIMIT

WESTERN PROJECT

BEAN CITY

ISLANDTORRY

ISLAND

KREAMER

RITTA

iSLAND

Pelican

Bay

R im C a n a l

O K E E C

H O

B E E

W A

T E

R W

A Y

OKEECHOBEE

W A T E

R W

A Y

South Bay

LAKE HARBOR

BANKS

HALIFAX

STA. 2907+00

LIMIT

WESTERN PROJECT

LAKE OKEECHOBEE

M .J .B

F E

B R

U A

R Y

G E

N E

R A

G-01

M .C

-H

H D

R C

W E -G

I0 .D

G N

R-02

R-03

R-01

TYPICAL DETAILS

CUTOFF WALL SEEPAGE BARRIER PHASE 1, 2 AND 4 - STA. 2567+00 - 2584+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2584+00 - 2610+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2661+00 - 2675+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2752+00 - 2778+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2778+00 - 2804+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2804+00 - 2829+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2829+00 - 2850+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2900+00 - 2907+00

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-32

C-33

C-25

C-26

C-28

C-29

C-30

C-34

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2636+00 - 2661+00

C-11

C-12

C-09

C-10

C-07

C-08

C-05

C-06

C-03

C-04

C-01

C-02

C-31

C-35

R-04

R-05

R-06

R-07

R-08

R-09

R-10

S-276 ELECTRICAL LEGEND AND SYMBOLS

S-276 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

2-276 STRUCTURE ELECTRICAL PLAN SHEET 1

S-276 STRUCTURE ELECTRICAL PLAN SHEET 2

S-276 CONDUIT AND CIRCUIT SCHEDULE AND PANEL BOARD

S-276 ELECTRICAL DETAILS SHEET 2

CULVERT 4A UTILITY SITE PLAN

E X L

O C

A T

N A

N D V

Y M

A P

CUTOFF WALL SEEPAGE BARRIER PHASE 2 AND 3 - STA. 2700+00 - 2724+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 AND 3 CONTOURS - STA. 2700+00 - 2724+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2724+00 - 2752+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2724+00 - 2752+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2752+00 - 2778+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2778+00 - 2804+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2804+00 - 2829+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2829+00 - 2850+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2850+00 - 2876+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2850+00 - 2876+00

C-27 CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2876+00 - 2900+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2876+00 - 2900+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2900+00 - 2907+00

TYPICAL CROSS SECTION CUTOFF WALL PHASE 1, 2 AND 4 - STA. 2567+00 - 2675+00

TYPICAL CROSS SECTION CUTOFF WALL PHASE 2 AND 3 - STA. 2675+00 - 2760+00

TYPICAL CROSS SECTION CUTOFF WALL PHASE 2 - STA. 2760+00 - 2850+00

TYPICAL CROSS SECTION CUTOFF WALL PHASE 2 - STA. 2850+00 - 2907+00

CUTOFF WALL SEEPAGE BARRIER PHASE 1, 2 AND 4 CONTOURS - STA. 2567+00 - 2584+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2584+00 - 2610+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2610+00 - 2636+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 CONTOURS - STA. 2610+00 - 2636+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2636+00 - 2661+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 - STA. 2661+00 - 2675+00

CUTOFF WALL SEEPAGE BARRIER PHASE 2 AND 3 - STA. 2675+00 - 2700+00

VICINITY MAP

REACH I CUTOFF WALL EXTENSION

INDEX TO DRAWINGS

DWG NO TITLE

GENERAL

PROJECT

HERBERT HOOVER DIKE REHABILITATION

G-01

G-00 COVER SHEET

G-02

G-03

N.T.S.

PALM BEACH COUNTY, FLORIDA

SITE ACCESS AND CONTROL

CIVIL

RESOURCES

ABBREVIATIONS AND REFERENCE SYMBOLOGY

SURVEY NOTES, GENERAL NOTES, CONTROL, AND ALIGNMENT

ALIGNMENT CONTINUED

INDEX, LOCATION, VICINITY, AND KEY MAP

SITE ACCESS STOCK PILE STORAGE LOCATIONS

BOUNDARY ALIGNMENT AND STOCK PILE LOCATIONS

G-04

G-05

G-06

G-07

G-08 PROJECT KEY DRAWING MAP

SOUTH BAY BOAT RAMP AS-BUILT C-3

SOUTH BAY BOAT RAMP AS-BUILT C-4

WATER TREATMENT PLANT EXPANSION AS-BUILT SHEET 6

CUTOFF WALL SEEPAGE BARRIER PHASE 2 AND 3 CONTOURS - STA. 2675+00 - 2700+00

1234567

8 7 6 5 4 3 2

S O

A T

N N

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D W

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D B

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US Army Corps

Jacksonville District

DEPENDS ON YOU

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PENSACOLA

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

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S C

N N o

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S O

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-R -0

TERMS AND ABBREVIATIONS LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

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

IDENTITY 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

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

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

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201

A-202

F H

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(ROCK)

ROCK

(GRAVEL)

GRAVEL

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

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

ELEVATIONElev.

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

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

SOIL BORING

SURVEY MARKER

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

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

(EARTH, 45^)

EXISTING SOIL

A PIEZOMETER

R - RESOURCE

C - CIVIL

G - GENERAL

WALL PLAN VIEW

CONVENTIONAL CUTOFF

CUTOFF WALL PLAN VIEW

EXISTING CONVENTIONAL

(ALIGNMENT CONTINUES G-06)

TANGENT LENGTH: 476.7581

TANGENT DIRECTION: S 36^15'47.9250" W

PI ( ) 2628+19.01 855034.39 744961.57

PI ( ) 2623+42.25 855418.81 745243.57

ELEMENT: LINEAR

TANGENT LENGTH: 157.2848

TANGENT DIRECTION: S 36^35'46.7591" W

PI ( ) 2623+42.25 855418.81 745243.57

PI ( ) 2621+84.97 855545.08 745337.34

ELEMENT: LINEAR

TANGENT LENGTH: 197.5410

TANGENT DIRECTION: S 36^28'27.2789" W

PI ( ) 2621+84.97 855545.08 745337.34

PI ( ) 2619+87.43 855703.93 745454.77

ELEMENT: LINEAR

TANGENT LENGTH: 721.0867

TANGENT DIRECTION: S 35^56'15.1774" W

PI ( ) 2619+87.43 855703.93 745454.77

PI ( ) 2612+66.34 856287.76 745877.98

ELEMENT: LINEAR

TANGENT LENGTH: 632.9740

TANGENT DIRECTION: S 36^18'59.2549" W

PI ( ) 2612+66.34 856287.76 745877.98

PI ( ) 2606+33.37 856797.79 746252.85

ELEMENT: LINEAR

TANGENT LENGTH: 804.4779

TANGENT DIRECTION: S 35^59'13.6585" W

PI ( ) 2606+33.37 856797.79 746252.85

PI ( ) 2598+28.89 857448.73 746725.56

ELEMENT: LINEAR

TANGENT LENGTH: 151.4435

TANGENT DIRECTION: S 36^15'32.9266" W

PI ( ) 2598+28.89 857448.73 746725.56

PI ( ) 2596+77.45 857570.85 746815.13

ELEMENT: LINEAR

TANGENT LENGTH: 119.3629

TANGENT DIRECTION: S 36^12'44.1532" W

PI ( ) 2596+77.45 857570.85 746815.13

PI ( ) 2595+58.08 857667.15 746885.65

ELEMENT: LINEAR

TANGENT LENGTH: 81.5668

TANGENT DIRECTION: S 36^10'09.3596" W

PI ( ) 2595+58.08 857667.15 746885.65

PI ( ) 2594+76.52 857733.00 746933.79

ELEMENT: LINEAR

TANGENT LENGTH: 121.0986

TANGENT DIRECTION: S 36^14'00.3318" W

PI ( ) 2594+76.52 857733.00 746933.79

PI ( ) 2593+55.42 857830.68 747005.37

ELEMENT: LINEAR

TANGENT LENGTH: 204.9202

TANGENT DIRECTION: S 36^10'01.4750" W

PI ( ) 2593+55.42 857830.68 747005.37

PI ( ) 2591+50.50 857996.11 747126.30

ELEMENT: LINEAR

TANGENT LENGTH: 218.1222

TANGENT DIRECTION: S 34^39'46.0179" W

PI ( ) 2591+50.50 857996.11 747126.30

PI ( ) 2589+32.38 858175.52 747250.36

ELEMENT: LINEAR

TANGENT LENGTH: 129.4287

TANGENT DIRECTION: S 35^02'19.6265" W

PI ( ) 2589+32.38 858175.52 747250.36

PI ( ) 2588+02.95 858281.49 747324.67

ELEMENT: LINEAR

TANGENT LENGTH: 515.6929

TANGENT DIRECTION: S 35^56'09.3641" W

PI ( ) 2588+02.95 858281.49 747324.67

PI ( ) 2582+87.25 858699.03 747627.31

ELEMENT: LINEAR

TANGENT LENGTH: 518.7115

TANGENT DIRECTION: S 36^19'17.7142" W

PI ( ) 2582+87.25 858699.03 747627.31

PI ( ) 2577+68.54 859116.96 747934.56

ELEMENT: LINEAR

TANGENT LENGTH: 1045.0062

TANGENT DIRECTION: S 36^06'42.6747" W

PI ( ) 2577+68.54 859116.96 747934.56

PI ( ) 2567+23.54 859961.19 748550.45

ELEMENT: LINEAR

TANGENT LENGTH: 69.6265

TANGENT DIRECTION: S 37^16'19.9834" W

PI ( ) 2567+23.54 859961.19 748550.45

PI ( ) 2566+53.91 860016.60 748592.61

ELEMENT: LINEAR

STATION NORTHING EASTING

STYLE: C-ALIGNMENTS

DESCRIPTION: HHD LEVEE ALGMT

HORIZONTAL ALIGNMENT NAME: HHD 06-159

DESCRIPTION:

PROJECT NAME: HHD-06-159

TANGENT LENGTH: 31.3879

TANGENT DIRECTION: S 64^58'33.5771" W

PI ( ) 2650+16.11 853364.96 743564.00

PI ( ) 2649+84.72 853378.23 743592.44

ELEMENT: LINEAR

TANGENT LENGTH: 29.5362

TANGENT DIRECTION: S 62^48'38.7017" W

PI ( ) 2649+84.72 853378.23 743592.44

PI ( ) 2649+55.18 853391.73 743618.72

ELEMENT: LINEAR

TANGENT LENGTH: 44.2312

TANGENT DIRECTION: S 60^28'07.4319" W

PI ( ) 2649+55.18 853391.73 743618.72

PI ( ) 2649+10.95 853413.53 743657.20

ELEMENT: LINEAR

TANGENT LENGTH: 42.0267

TANGENT DIRECTION: S 58^32'14.6751" W

PI ( ) 2649+10.95 853413.53 743657.20

PI ( ) 2648+68.92 853435.47 743693.05

ELEMENT: LINEAR

TANGENT LENGTH: 26.2499

TANGENT DIRECTION: S 57^01'12.1954" W

PI ( ) 2648+68.92 853435.47 743693.05

PI ( ) 2648+42.67 853449.76 743715.07

ELEMENT: LINEAR

TANGENT LENGTH: 42.6240

TANGENT DIRECTION: S 55^50'56.8480" W

PI ( ) 2648+42.67 853449.76 743715.07

PI ( ) 2648+00.05 853473.68 743750.34

ELEMENT: LINEAR

TANGENT LENGTH: 39.0053

TANGENT DIRECTION: S 53^27'27.0963" W

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STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

D R

W N

-H

H D

R C

W E -G

I0 .D

G N

G-05

G E

N E

R A

GENERAL NOTES:

A P

M .C

SURVEY 13-202).

BETWEEN DECEMBER 06, 2014 AND APRIL 20, 2014 (REFER TO SAJ

SAJ SURVEY 11-017). ROCK PILE LOCATION DATA COLLECTED

DATA COLLECTED BETWEEN APRIL 15 AND MAY 06 2011 (REFER TO

AUGUST OF 2007 (REFER TO SAJ SURVEY 07-016). BOUNDARY FIELD

4. TOPOGRAPHIC FIELD DATA COLLECTED BETWEEN FEBRUARY AND

37.18710,711.69863,648.41AD8232 E 414

23.24704,296.36870,428.31AD8234 LO 7

21.44753,424.86870,136.97AJ3509 D 489

38.74730331.96858231.44AD8246 C 414

(NAVD88)

ELEVATIONEASTINGNORTHINGPID DESIGNATION

3. PROJECT CONTROL

VERTICAL DATUM OF 1988 (NAVD88) US SURVEY FEET.

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN

STATIONS USED WITH COMMERCIAL OFF THE SHELF SOFTWARE.

GEODETIC SURVEYS OPUS WEBSITE AND/OR DATA FROM NGS CORS

OBSERVATIONS AND PROCESSING THROUGH THE NATIONAL

COORDINATES WERE ESTABLISHED FROM STATIC GPS

COORDINATES WERE USED TO CONTROL THE SURVEY. THE

COORDINATE SYSTEM, FLORIDA EAST ZONE, US SURVEY FEET. NGS

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE

1. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

SURVEY NOTES:

S U

R V

E Y N

O T

E S

G E

N E

R A

L N

O T

E S

C O

N T

R O

A L

N M

E N

EXPENSE.

DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED AT THE CONTRACTOR'S

CONSTRUCTION, THE CONTRACTOR SHALL REINSTALL SAID FEATURE. ALL INFRASTRUCTURE

CONSTRUCTION. IF FEATURES OF INFRASTRUCTURE ARE REMOVED TO ACCOMMODATE

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROTECT ALL INFRASTRUCTURE DURING6.

ARE UNIQUE TO EACH ALIGNMENT.

REPRESENTS HHD EMBANKMENT ALIGNMENT. ALIGNMENT NAME AND ALIGNMENT PROJECT NAME

5. THE HHD EMBANKMENT ALIGNMENT REFERENCES ALIGNMENT "HHD 06-159". PROFILE STATIONING

SEGMENT 3 HHD STA 2850+00 - 2907+44

SEGMENT 2 HHD STA 2675+00 - 2850+00

4. SEGMENT 1 HHD STA 2567+00 - 2675+00

BARRIERS PER THE SPECIFICATIONS.

3. CONTRACTOR SHALL PROVIDE TURBIDITY CONTROL AND MONITORING PLAN, INCLUDING TURBIDITY

ACTION, SEE SPECIFICATION SECTION 00 33 50.

LAKESIDE OF EMBANKMENT STAGING AND STORAGE WILL BE SUBJECT TO LAKE STAGE, AND WAVE

WORK LIMITS, WATERLINE ON THE LAKESIDE AND FEDERAL RIGHT-OF-WAY LANDSIDE.

2. GOVERNMENT FURNISHED STAGING AND STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION

LAKESIDE AND FEDERAL RIGHT-OF-WAY LANDSIDE.

1. ALL WORK SHALL BE PERFORMED WITHIN CONSTRUCTION WORK LIMITS, WATERLINE ON THE

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8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

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D A

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E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

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C K

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Y D

E S

N E

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N /A

A S S

H O

W N

M a 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 e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

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

-R e a c h C u to ff W a ll \R e a c h C u to ff W a ll E x te n s io n \0

P la n s \0

G e n e ra l\ S u rv e y N o te s

G e n e ra l

N o te s

C o n tr o l, a n d A li g n m e n t

P R

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C T

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A B

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P -1

-R -0

(ALIGNMENT END)

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STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

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STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

TANGENT LENGTH: 508.3843

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ELEMENT: LINEAR

TANGENT LENGTH: 46.9233

TANGENT DIRECTION: N 68^46'45.0409" W

PI ( ) 2714+70.90 854102.40 737211.09

PI ( ) 2714+23.98 854085.41 737254.84

ELEMENT: LINEAR

TANGENT LENGTH: 44.5703

TANGENT DIRECTION: N 69^57'12.2846" W

PI ( ) 2714+23.98 854085.41 737254.84

PI ( ) 2713+79.41 854070.14 737296.71

ELEMENT: LINEAR

TANGENT LENGTH: 43.1776

TANGENT DIRECTION: N 71^37'05.2827" W

PI ( ) 2713+79.41 854070.14 737296.71

PI ( ) 2713+36.23 854056.52 737337.68

ELEMENT: LINEAR

TANGENT LENGTH: 59.6403

TANGENT DIRECTION: N 73^28'12.7410" W

PI ( ) 2713+36.23 854056.52 737337.68

PI ( ) 2712+76.59 854039.55 737394.86

ELEMENT: LINEAR

TANGENT LENGTH: 69.6265

TANGENT DIRECTION: S 37^16'19.9834" W

PI ( ) 2567+23.54 859961.19 748550.45

PI ( ) 2566+53.91 860016.60 748592.61

ELEMENT: LINEAR

STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

TANGENT LENGTH: 80.1829

TANGENT DIRECTION: N 64^59'57.8493" W

PI ( ) 2823+19.48 859504.08 727809.91

PI ( ) 2822+39.30 859470.20 727882.58

ELEMENT: LINEAR

TANGENT LENGTH: 77.1068

TANGENT DIRECTION: N 63^48'10.7495" W

PI ( ) 2822+39.30 859470.20 727882.58

PI ( ) 2821+62.19 859436.16 727951.77

ELEMENT: LINEAR

TANGENT LENGTH: 251.2588

TANGENT DIRECTION: N 62^55'10.6871" W

PI ( ) 2821+62.19 859436.16 727951.77

PI ( ) 2819+10.93 859321.77 728175.48

ELEMENT: LINEAR

TANGENT LENGTH: 195.0443

TANGENT DIRECTION: N 62^33'05.8718" W

PI ( ) 2819+10.93 859321.77 728175.48

PI ( ) 2817+15.89 859231.87 728348.57

ELEMENT: LINEAR

TANGENT LENGTH: 201.0684

TANGENT DIRECTION: N 63^09'03.2100" W

PI ( ) 2817+15.89 859231.87 728348.57

PI ( ) 2815+14.82 859141.06 728527.96

ELEMENT: LINEAR

TANGENT LENGTH: 288.7134

TANGENT DIRECTION: N 63^37'05.1087" W

PI ( ) 2815+14.82 859141.06 728527.96

PI ( ) 2812+26.11 859012.77 728786.61

ELEMENT: LINEAR

TANGENT LENGTH: 315.1007

TANGENT DIRECTION: N 62^41'33.7033" W

PI ( ) 2812+26.11 859012.77 728786.61

PI ( ) 2809+11.01 858868.21 729066.59

ELEMENT: LINEAR

TANGENT LENGTH: 814.5610

TANGENT DIRECTION: N 62^55'29.7609" W

PI ( ) 2809+11.01 858868.21 729066.59

PI ( ) 2800+96.45 858497.46 729791.89

ELEMENT: LINEAR

TANGENT LENGTH: 164.2875

TANGENT DIRECTION: N 62^53'59.0633" W

PI ( ) 2800+96.45 858497.46 729791.89

PI ( ) 2799+32.16 858422.61 729938.14

ELEMENT: LINEAR

TANGENT LENGTH: 217.6389

TANGENT DIRECTION: N 62^24'47.3113" W

PI ( ) 2799+32.16 858422.61 729938.14

PI ( ) 2797+14.52 858321.83 730131.03

ELEMENT: LINEAR

TANGENT LENGTH: 157.9598

TANGENT DIRECTION: N 62^56'51.2442" W

PI ( ) 2797+14.52 858321.83 730131.03

PI ( ) 2795+56.56 858249.99 730271.71

ELEMENT: LINEAR

TANGENT LENGTH: 180.0594

TANGENT DIRECTION: N 61^41'59.4128" W

PI ( ) 2795+56.56 858249.99 730271.71

PI ( ) 2793+76.50 858164.62 730430.25

ELEMENT: LINEAR

TANGENT LENGTH: 373.9224

TANGENT DIRECTION: N 59^23'34.3401" W

PI ( ) 2793+76.50 858164.62 730430.25

PI ( ) 2790+02.58 857974.24 730752.07

ELEMENT: LINEAR

TANGENT LENGTH: 863.1759

TANGENT DIRECTION: N 58^48'38.3877" W

PI ( ) 2790+02.58 857974.24 730752.07

PI ( ) 2781+39.40 857527.23 731490.49

ELEMENT: LINEAR

TANGENT LENGTH: 206.6862

TANGENT DIRECTION: N 59^24'07.9046" W

PI ( ) 2781+39.40 857527.23 731490.49

PI ( ) 2779+32.72 857422.02 731668.40

ELEMENT: LINEAR

TANGENT LENGTH: 160.6178

TANGENT DIRECTION: N 58^48'30.5285" W

PI ( ) 2779+32.72 857422.02 731668.40

PI ( ) 2777+72.10 857338.84 731805.79

ELEMENT: LINEAR

TANGENT LENGTH: 778.3245

TANGENT DIRECTION: N 58^46'43.0397" W

PI ( ) 2777+72.10 857338.84 731805.79

PI ( ) 2769+93.77 856935.40 732471.39

ELEMENT: LINEAR

TANGENT LENGTH: 69.6265

TANGENT DIRECTION: S 37^16'19.9834" W

PI ( ) 2567+23.54 859961.19 748550.45

PI ( ) 2566+53.91 860016.60 748592.61

ELEMENT: LINEAR

STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

TANGENT LENGTH: 6925.6890

TANGENT DIRECTION: S 88^48'52.0601" W

PI ( ) 2915+40.68 859598.37 718625.40

PI ( ) 2846+14.99 859741.66 725549.61

ELEMENT: LINEAR

TANGENT LENGTH: 575.9235

TANGENT DIRECTION: S 89^08'33.9395" W

PI ( ) 2846+14.99 859741.66 725549.61

PI ( ) 2840+39.07 859750.28 726125.47

ELEMENT: LINEAR

TANGENT LENGTH: 536.1274

TANGENT DIRECTION: S 89^40'09.0588" W

PI ( ) 2840+39.07 859750.28 726125.47

PI ( ) 2835+02.94 859753.37 726661.58

ELEMENT: LINEAR

TANGENT LENGTH: 166.4885

TANGENT DIRECTION: N 87^52'45.3140" W

PI ( ) 2835+02.94 859753.37 726661.58

PI ( ) 2833+36.45 859747.21 726827.96

ELEMENT: LINEAR

TANGENT LENGTH: 66.7173

TANGENT DIRECTION: N 86^06'53.6026" W

PI ( ) 2833+36.45 859747.21 726827.96

PI ( ) 2832+69.74 859742.69 726894.52

ELEMENT: LINEAR

TANGENT LENGTH: 61.2551

TANGENT DIRECTION: N 84^49'15.0835" W

PI ( ) 2832+69.74 859742.69 726894.52

PI ( ) 2832+08.48 859737.16 726955.53

ELEMENT: LINEAR

TANGENT LENGTH: 65.2019

TANGENT DIRECTION: N 82^09'13.6829" W

PI ( ) 2832+08.48 859737.16 726955.53

PI ( ) 2831+43.28 859728.26 727020.12

ELEMENT: LINEAR

TANGENT LENGTH: 137.3979

TANGENT DIRECTION: N 81^02'30.8732" W

PI ( ) 2831+43.28 859728.26 727020.12

PI ( ) 2830+05.88 859706.87 727155.84

ELEMENT: LINEAR

TANGENT LENGTH: 73.4542

TANGENT DIRECTION: N 78^17'38.7228" W

PI ( ) 2830+05.88 859706.87 727155.84

PI ( ) 2829+32.43 859691.96 727227.77

ELEMENT: LINEAR

TANGENT LENGTH: 184.5694

TANGENT DIRECTION: N 76^22'14.2615" W

PI ( ) 2829+32.43 859691.96 727227.77

PI ( ) 2827+47.86 859648.47 727407.14

ELEMENT: LINEAR

TANGENT LENGTH: 80.3042

TANGENT DIRECTION: N 74^16'04.8350" W

PI ( ) 2827+47.86 859648.47 727407.14

PI ( ) 2826+67.55 859626.70 727484.44

ELEMENT: LINEAR

TANGENT LENGTH: 71.9223

TANGENT DIRECTION: N 72^43'55.2585" W

PI ( ) 2826+67.55 859626.70 727484.44

PI ( ) 2825+95.63 859605.35 727553.12

ELEMENT: LINEAR

TANGENT LENGTH: 154.6387

TANGENT DIRECTION: N 69^53'43.1018" W

PI ( ) 2825+95.63 859605.35 727553.12

PI ( ) 2824+40.99 859552.19 727698.33

ELEMENT: LINEAR

TANGENT LENGTH: 59.2962

TANGENT DIRECTION: N 66^50'28.4956" W

PI ( ) 2824+40.99 859552.19 727698.33

PI ( ) 2823+81.70 859528.87 727752.85

ELEMENT: LINEAR

TANGENT LENGTH: 62.2147

TANGENT DIRECTION: N 66^31'01.6098" W

PI ( ) 2823+81.70 859528.87 727752.85

PI ( ) 2823+19.48 859504.08 727809.91

ELEMENT: LINEAR

TANGENT LENGTH: 69.6265

TANGENT DIRECTION: S 37^16'19.9834" W

PI ( ) 2567+23.54 859961.19 748550.45

PI ( ) 2566+53.91 860016.60 748592.61

ELEMENT: LINEAR

STATION NORTHING EASTING

HORIZONTAL ALIGNMENT NAME: HHD_06-159

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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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M Z

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

A J P

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

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

-R e a c h C u to ff W a ll \R e a c h C u to ff W a ll E x te n s io n \0

P la n s \0

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A li g n m e n t

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Tangent Length: 1999.84

Tangent Direction: S 50^33'31" E

PI ( ) 551+60.09 888092.45 674129.92

PI ( ) 531+60.25 889362.93 672585.50

Element: Linear

Tangent Length: 2000.11

Tangent Direction: S 50^32'53" E

PI ( ) 531+60.25 889362.93 672585.50

PI ( ) 511+60.14 890633.86 671041.10

Element: Linear

Tangent Length: 2000.06

Tangent Direction: S 50^34'15" E

PI ( ) 511+60.14 890633.86 671041.10

PI ( ) 491+60.08 891904.15 669496.23

Element: Linear

Tangent Length: 3687.45

Tangent Direction: S 50^33'04" E

PI ( ) 491+60.08 891904.15 669496.23

PI ( ) 454+72.63 894247.11 666648.81

Element: Linear

Tangent Length: 8771.04

Tangent Direction: S 40^54'20" E

PI ( ) 454+72.63 894247.11 666648.81

PI ( ) 367+01.60 900876.17 660905.42

Element: Linear

Tangent Length: 2348.01

Tangent Direction: N 82^13'49" E

PI ( ) 367+01.60 900876.17 660905.42

PI ( ) 343+53.59 900558.74 658578.96

Element: Linear

Tangent Length: 4112.18

Tangent Direction: S 78^56'59" E

PI ( ) 343+53.59 900558.74 658578.96

PI ( ) 302+41.40 901346.93 654543.02

Element: Linear

Tangent Length: 3379.48

Tangent Direction: S 69^57'08" E

PI ( ) 302+41.40 901346.93 654543.02

PI ( ) 268+61.92 902505.42 651368.32

Element: Linear

Tangent Length: 3667.65

Tangent Direction: N 84^00'17" E

PI ( ) 268+61.92 902505.42 651368.32

PI ( ) 231+94.28 902122.35 647720.73

Element: Linear

Tangent Length: 6396.93

Tangent Direction: S 74^57'31" E

PI ( ) 231+94.28 902122.35 647720.73

PI ( ) 167+97.35 903782.46 641542.97

Element: Linear

Tangent Length: 4332.55

Tangent Direction: S 79^09'04" E

PI ( ) 167+97.35 903782.46 641542.97

PI ( ) 124+64.79 904597.93 637287.85

Element: Linear

Tangent Length: 1670.47

Tangent Direction: S 72^13'11" E

PI ( ) 124+64.79 904597.93 637287.85

PI ( ) 107+94.32 905108.04 635697.17

Element: Linear

Tangent Length: 1794.95

Tangent Direction: S 37^28'19" E

PI ( ) 107+94.32 905108.04 635697.17

PI ( ) 89+99.37 906532.60 634605.17

Element: Linear

Tangent Length: 2998.60

Tangent Direction: S 37^28'19" E

PI ( ) 89+99.37 906532.60 634605.17

PI ( ) 60+00.78 908912.44 632780.90

Element: Linear

Tangent Length: 6000.78

Tangent Direction: S 68^47'47" E

PI ( ) 60+00.78 908912.44 632780.90

POB ( ) 0+00.00 911082.82 627186.37

Element: Linear

STATION NORTHING EASTING

Style: Default

Description:

Horizontal Alignment Name: 1

Description: HHD Reach 2-3

Project Name: HHD Reach 2-3

Tangent Length: 12096.32

Tangent Direction: S 41^28'52" E

PI ( ) 1044+77.89 860046.64 713718.45

PI ( ) 923+81.57 869108.89 705706.17

Element: Linear

Tangent Length: 1270.33

Tangent Direction: S 50^46'54" E

PI ( ) 923+81.57 869108.89 705706.17

PI ( ) 911+11.25 869912.09 704722.00

Element: Linear

Tangent Length: 8556.11

Tangent Direction: S 60^18'59" E

PI ( ) 911+11.25 869912.09 704722.00

PI ( ) 825+55.13 874149.17 697288.67

Element: Linear

Tangent Length: 10404.77

Tangent Direction: S 63^47'34" E

PI ( ) 825+55.13 874149.17 697288.67

PI ( ) 721+50.36 878744.11 687953.48

Element: Linear

Tangent Length: 5658.52

Tangent Direction: S 58^59'30" E

PI ( ) 721+50.36 878744.11 687953.48

PI ( ) 664+91.84 881659.17 683103.61

Element: Linear

Tangent Length: 128.86

Tangent Direction: N 0^26'47" W

PI ( ) 664+91.84 881659.17 683103.61

PI ( ) 663+62.98 881530.32 683104.61

Element: Linear

Tangent Length: 371.79

Tangent Direction: S 48^35'15" E

PI ( ) 663+62.98 881530.32 683104.61

PI ( ) 659+91.19 881776.25 682825.78

Element: Linear

Tangent Length: 213.25

Tangent Direction: S 59^47'20" E

PI ( ) 659+91.19 881776.25 682825.78

PI ( ) 657+77.94 881883.56 682641.50

Element: Linear

Tangent Length: 247.27

Tangent Direction: S 59^47'20" E

PI ( ) 657+77.94 881883.56 682641.50

PI ( ) 655+30.67 882007.98 682427.81

Element: Linear

Tangent Length: 320.34

Tangent Direction: S 54^26'12" E

PI ( ) 655+30.67 882007.98 682427.81

PI ( ) 652+10.33 882194.29 682167.23

Element: Linear

Tangent Length: 571.58

Tangent Direction: S 66^04'45" E

PI ( ) 652+10.33 882194.29 682167.23

PI ( ) 646+38.76 882426.05 681644.74

Element: Linear

Tangent Length: 110.51

Tangent Direction: S 0^26'47" E

PI ( ) 646+38.76 882426.05 681644.74

PI ( ) 645+28.25 882536.56 681643.88

Element: Linear

Tangent Length: 3303.51

Tangent Direction: S 58^59'30" E

PI ( ) 645+28.25 882536.56 681643.88

PI ( ) 612+24.73 884238.40 678812.46

Element: Linear

Tangent Length: 2064.59

Tangent Direction: S 50^32'18" E

PI ( ) 612+24.73 884238.40 678812.46

PI ( ) 591+60.14 885550.58 677218.50

Element: Linear

Tangent Length: 1999.79

Tangent Direction: S 50^32'40" E

PI ( ) 591+60.14 885550.58 677218.50

PI ( ) 571+60.35 886821.41 675674.42

Element: Linear

Tangent Length: 2000.26

Tangent Direction: S 50^32'50" E

PI ( ) 571+60.35 886821.41 675674.42

PI ( ) 551+60.09 888092.45 674129.92

Element: Linear

Tangent Length: 100.00

Tangent Direction: N 53^51'35" W

POE ( ) 1463+98.49 860993.02 749406.71

PI ( ) 1462+98.49 860934.05 749487.47

Element: Linear

Tangent Length: 1000.00

Tangent Direction: N 36^08'25" E

PI ( ) 1462+98.49 860934.05 749487.47

PI ( ) 1452+98.49 860126.47 748897.70

Element: Linear

Tangent Length: 100.00

Tangent Direction: S 53^51'35" E

PI ( ) 1452+98.49 860126.47 748897.70

PI ( ) 1451+98.49 860185.45 748816.94

Element: Linear

Tangent Length: 8718.35

Tangent Direction: N 36^09'55" E

PI ( ) 1451+98.49 860185.45 748816.94

PI ( ) 1364+80.14 853146.98 743672.09

Element: Linear

Tangent Length: 4045.18

Tangent Direction: S 86^49'10" E

PI ( ) 1364+80.14 853146.98 743672.09

PI ( ) 1324+34.96 853371.41 739633.14

Element: Linear

Tangent Length: 2559.90

Tangent Direction: S 76^25'30" E

PI ( ) 1324+34.96 853371.41 739633.14

PI ( ) 1298+75.06 853972.27 737144.75

Element: Linear

Tangent Length: 7934.34

Tangent Direction: S 58^52'45" E

PI ( ) 1298+75.06 853972.27 737144.75

PI ( ) 1219+40.72 858073.09 730352.33

Element: Linear

Tangent Length: 2016.19

Tangent Direction: S 62^52'56" E

PI ( ) 1219+40.72 858073.09 730352.33

PI ( ) 1199+24.53 858992.11 728557.78

Element: Linear

Tangent Length: 1441.91

Tangent Direction: S 62^52'56" E

PI ( ) 1199+24.53 858992.11 728557.78

PI ( ) 1184+82.62 859649.36 727274.38

Element: Linear

Tangent Length: 7490.93

Tangent Direction: N 88^51'01" E

PI ( ) 1184+82.62 859649.36 727274.38

PI ( ) 1109+91.70 859499.06 719784.96

Element: Linear

Tangent Length: 100.00

Tangent Direction: N 1^08'30" W

PI ( ) 1109+91.70 859499.06 719784.96

PI ( ) 1108+91.70 859399.08 719786.95

Element: Linear

Tangent Length: 999.91

Tangent Direction: N 88^51'30" E

PI ( ) 1108+91.70 859399.08 719786.95

PI ( ) 1098+91.79 859379.15 718787.24

Element: Linear

Tangent Length: 99.86

Tangent Direction: S 1^11'27" E

PI ( ) 1098+91.79 859379.15 718787.24

PI ( ) 1097+91.92 859478.99 718785.16

Element: Linear

Tangent Length: 4310.42

Tangent Direction: N 88^51'01" E

PI ( ) 1097+91.92 859478.99 718785.16

PI ( ) 1054+81.51 859392.51 714475.62

Element: Linear

Tangent Length: 0.00

Tangent Direction: N 56^52'27" W

PI ( ) 1054+81.51 859392.51 714475.62

PT ( ) 1054+81.51 859392.51 714475.62

Element: Linear

Non-collinear

Tangent Direction: S 56^52'27" E

Radial Direction: S 33^07'33" W

Chord Direction: S 49^10'32" E

Radial Direction: S 48^31'24" W

Tangent Direction: S 41^28'36" E

External: 33.97

Middle Ordinate: 33.66

Chord: 1000.60

Tangent: 504.85

Length: 1003.61

Degree of Curvature(Arc): 1^32'03"

Delta: 15^23'51" Left

Radius: 3734.56

PT ( ) 1054+81.51 859392.51 714475.62

CC ( ) 862520.10 716516.48

PI ( ) 1049+82.74 859668.40 714052.82

PC ( ) 1044+77.89 860046.64 713718.45

Element: Circular

Non-collinear

Tangent Length: 0.00

Tangent Direction: N 48^31'09" E

PC ( ) 1044+77.89 860046.64 713718.45

PI ( ) 1044+77.89 860046.64 713718.45

Element: Linear

-H

H D

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PILE

ROCK DESCRIPTION X Y

MATERIAL STOCKPILE LOCATIONS

APPROX. QTY. (C.Y.)

ARE BASED ON FIELD MEASUREMENTS AND MATERIAL TYPE.

MATERIAL STOCKPILES QUANTITY AND SIZE DIMENSIONS

NOTE:

SP-48

SP-47

SP-46

SP-45

SP-44

SP-43

SP-42

SP-41

Limestone #57 Stone (turn out)

Granite Bedding Stone

Granite Breach Stone

Limestone/Shell Crushed

Granite Breach Stone

Limestone #57 Stone (turn out)

340'x90'x8' = 8100

180'x40'x10' = 1600

364'x35'x12' = 3200

350'x45'x14' = 4400

240'x40'x9' = 1800

160'x25'x10' = 900

65'x70'x8' = 1300

300'x70'x7' = 4700

720483.7

720810.2

721463.2

721975.0

722316.1

723422.1

744490.7

747746.3

859808.0

859808.5

859809.5

859810.6

859812.6

854577.0

858971.3

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C K

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

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

N E

D B

N /A

A S S

H O

W N

M a 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 e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

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

-R e a c h C u to ff W a ll \R e a c h C u to ff W a ll E x te n s io n \0

P la n s \0

G e n e ra l\ B o u n d ry

P R

O J E

C T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A C

H I C

U T

O F

F W

A L

L E

X T

E N

N W

P -1

-R -0

BEAN CITY

Dahlberg

ISLANDTORRY

ISLAND

KREAMER

RITTA

iSLAND

Watson

Pelican

Bay

R im C a n a l

O K E E C

H O

B E E

W A

T E

R W

A Y

OKEECHOBEE

W A T E

R W

A Y

South Bay

LAKE HARBOR

BANKS

HALIFAX

C-14

C-13 &

C -0

C-

C-10

C-09 &C-12

C-11 &

C-16

C-15 &

C-18

C-17 &

C-20

C-19 &

C-22

C-21 & C-24

C-23 &

C-26

C-25 &

C-28

C-27 &

C-30

C-29 &

PHASE 2

PHASE 3

P H

A S E

LIMIT

WESTERN PROJECT

LIMIT

EASTERN PROJECT

STA. 2907+00

STA. 2567+00

PHASE 4

PHASE 1

M .J .B

F E

B R

U A

R Y

G E

N E

R A

M .C

N.T.S.

G-08

-H

H D

R C

W E -G

I0 .D

G N

P R

O J E

C T K

E Y D

R A

G M

A P

PROJECT KEY DRAWING MAP

N.T.S.

STA. 2567+00 TO STA. 2570+00

PHASE 4:

STA. 2697+00 TO STA. 2724+00

PHASE 3:

STA. 2724+00 TO STA. 2907+00

STA. 2575+00 TO STA. 2697+00 AND

PHASE 2:

STA. 2570+00 TO STA. 2575+00

PHASE 1:

1234567

8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

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

N E

D B

N /A

A S S

H O

W N

M a 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 e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

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

-R e a c h C u to ff W a ll \R e a c h C u to ff W a ll E x te n s io n \0

P la n s \0

G e n e ra l\ P ro je c t

K e y M a p

P R

O J E

C T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A C

H I C

U T

O F

F W

A L

L E

X T

E N

N W

P -1

-R -0

LAKE OKEECHOBEE

PHASE 1

S T

PHASE 4

PHASE 2

SIZE/TYPE = 3" IRON PIPE

INV EL = 16.93'

TOP EL = N/A

SIZE/TYPE = 3" IRON PIPE

INV EL = 16.93'

TOP EL = N/A

SIZE/TYPE = 24" RCP

INV EL = N/A

TOP EL = 4.15'

SIZE/TYPE = 24" CMP

INV EL = N/A

TOP EL = 4.38'

SIZE/TYPE = 24" RCP

INV EL = 4.52'

TOP EL = N/A

SIZE/TYPE = 24" CMP

INV EL = N/A

TOP EL = 5.57'

TANK

FUEL

CATW

ALK

D W

G B

E G

U N D

A T

M .J .B

M .C

N O

R T

H N

E W R

E R C

A N

A L

S P

L W

A Y S -3

NAVIGATION CHANNEL

LAKE OKEECHOBEE

M .C

C-01

GRAPHIC SCALES

HHD09-R3-CB-1C

ACCESS POINT "C"

M A

T C

H L

E D

R A

G C

-0 S

T A . 2

-D

D D

R C

W E -C

F -0

.d g n

P H

A S

E A

N D S

T A

C U

T O

F F W

A L

L S

E E

P A

G E B

A R

-10

-20

-30

-40

-10

-20

-30

-40

2558+552559+00

2560+002561+002562+002563+002564+002565+002566+002567+002568+002569+002570+002571+002572+002573+002574+002575+002576+002577+002578+002579+002580+002581+002582+002583+002584+00

E L

E V

A T

E L

E V

A T

1234567

8 7 6 5 4 3 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

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

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

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

N E

D B

N /A

A S S

H O

W N

M a 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 e n tr a l a n d S o u th F lo ri d a \H e rb e rt H o o v e r

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

-R e a c h C u to ff W a ll \R e a c h C u to ff W a ll E x te n s io n \0

P la n s \0

C iv il \C u to ff W a ll S e e p a g e B a rr ie r S e g m e n t S ta .2

P R

O J E

C T

H E

R B

E R

T H

O O

V E

R D

E R

E H

A B

A T

A C

H I C

U T

O F

F W

A L

L E

X T

E N

N W

P -1

-R -0

S E

C T

N S

T A

E N

D D

E M

O N

S T

R A

SPECIFICATIONS.

THE REQUIRED CONNECTION AS SHOWN, SEE

LIMITS OF CUTOFF WALL INSTALLED NOT INCLUDING

PHASE LIMITS SHOWN. PHASE LIMITS DEPICT THE

LIMITS OF CONSTRUCTION EXTEND BEYOND THE

NOTE:

500' CUTOFF WALL DEMONSTRATION SECTION

S E

C T

N S

T A

B E

E M

O N

S T

R A

HHD EMBANKMENT ALIGNMENT

CUTOFF WALL TOP (MIN EL. 31 FT)

CUTOFF WALL

HHD DITCH BOTTOM LANDSIDE (INVERT)

HHD EMBANKMENT TOE LANDSIDE

PROFILE

RIPRAP

LIMITS OF CONSTRUCTION

FEDERAL RIGHT OF WAY /EMBANKMENT TOEDITCH TOP DITCH BOTTOM

S -2 P

U M

P S

T A

STOCKPILE SP-41

EXISTING MATERIAL

EMBANKMENT TOE

HHD EMBANKMENT CREST

HHD EMBANKMENT AT CUTOFF WALL

HHD15-R3-CB1

FIELD VERIFY LOCATION

EXISTING CUTOFF WALL

N 859,991.9

E 748,548.7

HORZ.

VERT.

200'100'0100'

20'10'010'

S T

C O

N N

E C

T P

R O

P O

S E

D C

U T

O F F W

A L L

G C

U T

O F F W

A L L

PLAN

HHD08-R3-CB-1C-RCREST

HHD EMBANKMENT

EXISTING CUTOFF WALL

HHD EMBANKMENT ALIGNMENT

( EL. -27 FT)

CUTOFF WALL BOTTOM

GATE AND GUARDRAIL

DRAWING C-35

SEE DETAIL

CONNECTION

CUTOFF WALL

WATERLINE

LIMITS OF CONSTRUCTION

HHD08-R3-CB-1A-R

HHD08-R3-CB-1B-R

HHD09-R3-CB-1B

HHD09-R3-CB-1A

HHD15-PS2-CB-4

BY OTHERS

CONSTRUCTED

CUTOFF WALL

SIZE/TYPE = 3" IRON PIPE

INV EL = 16.93'

TOP EL = N/A

SIZE/TYPE = 3" IRON PIPE

INV EL = 16.93'

TOP EL = N/A

SIZE/TYPE = 24" RCP

INV EL = N/A

TOP EL = 4.15'

SIZE/TYPE = 24" CMP

INV EL = N/A

TOP EL = 4.38'

SIZE/TYPE = 24" RCP

INV EL = 4.52'

TOP EL = N/A

SIZE/TYPE = 24" CMP

INV EL = N/A

TOP EL = 5.57'

TANK

FUEL

CATW

ALK

D W

G B

E G

U N D

A T

M .J .B

M .C

N O

R T

H N

E W R

E R C

A N

A L

S P

L W

A Y S -3

NAVIGATION CHANNEL

LAKE OKEECHOBEE

M .C

ACCESS POINT "C"

-D

D D

R C

W E -C

F -0

.d g n

CUTOFF WALL

PLAN

GRAPHIC SCALE

M A

T C

H L

E D

R A

G C

-0 S

T A . 2

C-02

P H

A S

E A

N D C

O N

T O

U R

S S

T A

C U

T O

F F W

A L

L S

E E

P A

G E B

A R

-5

1010101010101010

10 10 10 10 10 10 10 10 10

151515151515151515

15 15 15 15 15 15 15 15

20 20 20 20 20 20 20 20

20202020202020

25 25 25 25 25 25 25 25 25

2525252525252525

30 30 30 30 30 30 30 30

30 3

303030303030

35 35 35 35 35 35 35 35

3535353535

40 40 40 40 40 40 40 40 40

404040404040

1234567

8 7 6 5 4 3 2

S O

A T

I…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.