B.08.02 Drawings.pdf

PDF 24 MB Posted Jul 24, 2020

Attached to: Picayune Strand Restoration Project Southwest Protection Feature Levee, Collier County, Florida
Solicitation number: W912EP20R0022
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks construction services for the Picayune Strand Restoration Project Southwest Protection Feature Levee in Collier County, Florida. The Jacksonville District of the U.S. Army Corps of Engineers is procuring a contractor to construct a 7-mile levee and associated conveyance canal, install triple and double barrel culverts at specified locations, construct an access road to the levee, and resurface an existing road for access. Interested offerors should review the attached drawings and submit response materials in accordance with the requirements and deadline outlined in solicitation number W912EP20R0022. The selected contractor will be awarded a contract to complete the levee construction and related site work to restore the Picayune Strand area.

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I.01.11 Site Visit Sign-In Sheet and Notes.pdf	PDF	Aug 7, 2020
Picayune Site Visit Start Location.png	PNG image	Jul 31, 2020
B.08.02 W912EP20R0022 Picayune Levee Volume 1.pdf	PDF	Jul 24, 2020
B.08.02 W912EP20R0022 Picayune Levee Volume 2.pdf	PDF	Jul 24, 2020
B.08.02 GDR.pdf	PDF	Jul 24, 2020

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CERP\Picayune Strand - QMS\Southwest Protection Feature Levee\080 - Plans\01 General\Cover

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E T of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-20-R-0022

JACKSONVILLE DISTRICT

COMPREHENSIVE EVERGLADES RESTORATION PLAN

PICAYUNE STRAND RESTORATION PROJECT

SOUTHWEST PROTECTION FEATURE LEVEE

GENERAL

SHEET TITLESHEET ID

SURVEY

GEOTECHNICAL

CIVIL

C O

W D

R E

G A

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R D P

M T

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-S

P F

L -G

-0 .D

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STRUCTURAL

BORING LOCATIONS B-01

G-07

G-06

G-05

G-04

G-03

G-02

G-01

S-10

S-09

S-08

S-07

S-06

S-05

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S-03

S-02

S-01

V-10

V-09

V-08

V-07

V-06

V-05

V-04

V-03

V-02

V-01

SITE AND PROPERTY BOUNDARY PLAN

SURVEY, LEVEE STA. 340+00 TO STA. 388+15

SURVEY, LEVEE STA. 298+00 TO STA. 340+00

SURVEY, LEVEE STA. 246+00 TO STA. 298+00

SURVEY, LEVEE STA. 202+00 TO STA. 246+00

SURVEY, LEVEE STA. 156+00 TO STA. 202+00

SURVEY, LEVEE STA. 108+00 TO STA. 156+00

SURVEY, LEVEE STA. 54+00 TO STA. 108+00

SURVEY, LEVEE STA. 10+00 TO STA. 54+00

SURVEY, TOMATO ROAD STA. 10+00 TO STA. 28+19

ALIGNMENT DATA

SPOIL DISPOSAL AREA

STAGING AREAS

GENERAL SITE PLAN

LOCATION AND VICINITY MAPS AND NOTES

ABBREVIATIONS AND SYMBOLS SHEET

COVER SHEET AND INDEX

C-22

C-21

C-20

C-19

C-18

C-17

C-16

C-15

C-14

C-13

C-12

C-11

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

C-01

DOUBLE GATE DETAILS (2 OF 2)

DOUBLE GATE DETAILS (1 OF 2)

STAFF GAUGE DETAILS

DEBRIS BARRIER DETAILS

TYPICAL SECTIONS

CULVERT 3 LOCATION, SURFACING AND PROFILES

CULVERT 2 LOCATION, SURFACING AND PROFILES

CULVERT 1 LOCATION, SURFACING AND PROFILES

TOMATO ROAD TYPICAL AND CULVERT LAYOUTS

END CONDITIONS AND ELEVATION DETAILS

TURNOUT AND TURNAROUND DETAILS

TYPICAL SECTIONS

LEVEE STA. 340+00 TO STA. 388+15

LEVEE STA. 298+00 TO STA. 340+00

LEVEE STA. 246+00 TO STA. 298+00

LEVEE STA. 202+00 TO STA. 246+00

LEVEE STA. 156+00 TO STA. 202+00

LEVEE STA. 108+00 TO STA. 156+00

LEVEE STA. 54+00 TO STA. 108+00

LEVEE STA. 10+00 TO STA. 54+00

TOMATO ROAD STA. 10+00 TO STA. 28+19

FLAP GATE DETAILS

CULVERTS 1, 2 AND 3 ELEVATIONS

CULVERT 3 SECTIONS AND REINFORCEMENT

CULVERT 3 PLAN

CULVERT 2 SECTIONS AND REINFORCEMENT

CULVERT 2 PLAN

CULVERT 1 SECTIONS AND REINFORCEMENT

CULVERT 1 PLAN

STRUCTURAL NOTES AND ABBREVIATIONS AND LEGENDS

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ATR/BCOES CERT.

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DETAIL BOUNDRY

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

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

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(BRBLCO)

ACBM

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

REFERENCE SYMBOL KEY

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

X°

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

(GRVSCL)

BEDDING MATERIAL

30' 60'0

IDENTIFICATION

GRAPHIC SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

DRAWING AREA PLAN TITLE

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

COUPLING DETAIL

DRAWING AREA STANDARD DETAIL TITLE

C-24

SHEET CALLOUT

C-76

S-56 S-56

A-32 M-51

A-21 A-21 A-22 A-22

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE SHOWN

DRAWING WHERE

DETAIL INDICATOR

SMALL CONDITIONS

FLOOR PLAN

CROSS SECTION

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

ARROW

GRID NORTH

MATERIAL SYMBOL KEY

STORM DRAIN

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

T/B TOP AND BOTTOM

EF EACH FACE

F-09

SHEET INDENTIFICATION KEY

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

C-16

S-544B

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

WITH BUILDING ID

FACILITY IDENTIFICATION

G-02

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(EARTH, 45^)

EXISTING SOIL

SOIL BORING

HAND AUGER

TEST PIT

-S

P F

L -G

-0 .D

G N

SHEET.

IN LIEU OF OR IN ADDITION TO SYMBOLS SHOWN ON THIS

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYMMETRICALSYMM

SQUARE FEETSQ FT

SQUARESQ

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PROPERTYPROP

PART NUMBERPN

OPPOSITEOPP

OUTSIDE DIAMETEROD

ON CENTEROC

OVERALLOA

NOT TO SCALEN.T.S.

NORMALNORM

NOMINALNOM

NUMBERNO.

NOT IN CONTRACTNIC

NATIONAL INSTITUTE OF BUILDING SCIENCESNIBS

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRIC CODENEC

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NAD83 NORTH AMERICAN DATUM OF 1983

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LINEAR FOOTLF

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

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

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CONCRETECONC

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

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

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

ABANDONABAN

(ROCK)

LIMEROCK

ALLIGATOR ALLEY

T U

R N P

M E E

E R

G-03

100' 200'0

G A

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C O

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N E

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VICINITY MAP

SCALE: N.T.S.

FLORIDA LOCATION MAP

LOCATION MAP

SCALE: N.T.S.

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LOCATION AND VICINITY MAPS

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APLES 15 M

ILES

IAM

I 90 M

ILES

ROADTOMATO

LEVEE AND CANAL

SOUTHWEST PROTECTION

-S

P F

L -G

-0 .D

JACKSONVILLE

TALLAHASSEE

GEORGIA

ORLANDO

TAMPA

COCOA

GULF OF MEXICO

PENSACOLA

ALABAMA

LAKE

OKEECHOBEE

WEST

PALM

BEACH

FT MYERS

MIAMI

OF WORK

LOCATION

KEY WEST

O C

E A

N A

T L

A N

FT. PIERCE

EVERGLADES

KEY WEST

MIAMI

FORT LAUDERDALE

BOCA RATON

WEST PALM BEACH

JUPITER

STUART

FT. MYERS

ORLANDO

NAPLES

OKEECHOBEE

NATIONAL

SOUTH FLORIDA

WATER MANAGEMENT

DISTRICT BOUNDARY

PARK

PROJECT LOCATION

S O

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X -X -X

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10+00

G-04

G A

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C O

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G E

N E

R A

GENERAL SITE PLAN

0 2000'1000'

50+00

90+00

110+00

0 170+00

350+00

370+00

388+15

270+00

R O

A D

T O

M A

-S

P F

L -G

-0 .D

G N

LEVEE ALIGNMENT

CULVERT 3

ACCESS ROAD

CULVERT1

CULVERT 2

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

R 598 5128 062 9248

M 598

K 598

Z 526

LEGENDLEGEND

K 598

SURVEY CONTROL (19-222)

L 527

M 598

Z 526

R 598

5128 062 9248

K 598

AJ7743

DG8590

AJ6607

DG8594

AD8643

DG8588

608,217.20

636,493.99

640,931.31

612,731.81

625,887.96

652,372.40

456,088.34

478,132.38

430,689.80

478,281.33

478,229.01

477,993.17

3.78

6.63

12.64

4.48

5.47

8.13

HORIZONTAL AND VERTICAL CONTROL POINT

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL LOCATED OFF MAP

N E

R A

L S

E P

L A

L 527

T51S R27E Sec 4

T51S R27E Sec 3

T51S R27E Sec 2

T51S R27E Sec 9

T51S R27E Sec 10

T51S R27E Sec 11

T51S R27E Sec 14

T51S R27E Sec 15

T51S R27E Sec 16

T51S R27E Sec 23

T51S R27E Sec 21

T51S R27E Sec 22 S O

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G-05

GENERAL SHEET NOTES

100' 200'0

G A

L A

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C O

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M T

H O

M A

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N E

R A

A G

G A

R E

A S

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

STAGING AREAS

C TOMATO ROADL

C LEVEEL

AREA

STAGING

AREA

STAGING

TEMPORARY

E=457428 N=609268

E=457571 N=609268

E=457428 N=608995

E=457571 N=608995

E=457362 N=608982

E=457196 N=608903

E=457136 N=608931

E=457238 N=609098

E=457265 N=609097

E=457278 N=609242

E=457348 N=609246

CULVERT

EXISTING

CULVERT

EXISTING

CANAL

EXISTING

LIMITED WIDTH.

9. TOMATO ROAD IS A PRIVATE UNPAVED ROADWAY WITH

TRANSPORTATION RIGHT OF WAY.

TO US41 IS IN THE FLORIDA DEPARTMENT OF

SPECIFICATIONS FOR CULVERTS. THE CULVERT ADJACENT

CULVERTS SHALL BE CONSTRUCTED PER PROJECT

CULVERTS DAMAGED DURING CONSTRUCTION. DAMAGED

ON EXISTING CULVERTS. CONTRACTOR SHALL REPLACE ANY

8. CONTRACTOR SHALL PERFORM PRE-CONSTRUCTION SURVEY

7. PART OF STAGING AREA SHALL BE USED FOR BYPASS CANAL.

GRADE (APPROX. EL 3.25) AREA SHALL NOT BE SODDED.

AT END OF CONSTRUCTION AND REGRADE TO PRE- EXISTING

6. CONTRACTOR SHALL REMOVE ALL FILL IN STAGING AREA

NOT DISTURB GROUND WITHIN THE TREE DRIPLINE.

IN TEMPORARY STAGING AREA. CONTRACTOR SHALL

5. CONTRACTOR SHALL NOT DISTURB EXISTING TREES

EXISTING STRUCTURES.

ACCESS TO RESIDENTS AT ALL TIMES AND ACCESS TO

4. CONTRACTOR SHALL ALLOW AND MAINTAIN VEHICULAR

STRUCTURES IN TEMPORARY STAGING AREA.

3. CONTRACTOR SHALL STAY 10' AWAY FROM EXISTING

45 DAYS FROM TIME OF FIRST USE.

2. USE OF TEMPORARY STAGING AREA IS LIMITED TO

TO STAGING AREA .

TO CONSTRUCT ACCESS OVER EXISTING CANAL

1. CONTRACTOR SHALL USE TEMPORARY STAGING AREA

S O

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S O

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L E F

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G-06

100' 200'0

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SPOIL DISPOSAL AREA

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240+00

241+00

242+00

243+00

244+00

245+00

247+00

248+00

249+00

250+00

246+00

E=463368 N=624590

E=463848 N=624592

E=463371 N=624110

E=463851 N=624112

SPOIL DISPOSAL AREA

C-11

SPOIL DISPOSAL AREA AT THE END OF CONSTRUCTION.

6. CONTRACTOR SHALL COMPLETE SILT FENCE AROUND

AREA.

15 FEET AROUND SPOIL PILE WITHIN SPOIL DISPOSAL

5. CONTRACTOR SHALL PROVIDE A MINIMUM SPACE OF

HEIGHT OF 15 FEET.

4. SPOIL DISPOSAL SHALL BE ONE SINGLE PILE WITH MAX.

VEGETATION IS ESTABLISED.

DRAINAGE AND SURROUNDED BY SILT FENCE UNTIL

3. SPOIL SITE SHALL BE GRADED TO PROVIDE POSITIVE

CONSTRUCTION SHALL BE 4H:1V.

2. MAXIMUM SLOPES OF THE SPOIL PILE AT THE END OF

PLACED IN THIS AREA.

AREA. NO VEGETATION, TRASH, OR DEBRIS SHALL BE

ELSEWHERE ON THE PROJECT SHALL BE PLACED IN THIS

ALL EXCAVATED MATERIAL NOT SATISFACTORY FOR USE

SATISFACTORY FOR USE ELSEWHERE ON THE PROJECT.

EXCAVATED FROM THE CONVEYANCE CANAL NOT

1. SPOIL DISPOSAL AREA SHALL ONLY BE USED FOR FILL

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G-07

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SCALE: N.T.S.

ALIGNMENT DATA

-S

P F

L -G

-0 .D

Tangent Length: 215.94

POE 28+18.99 608966.35 457665.92

PT 26+03.06 608962.05 457450.03

Element: Linear

External: 6.87

Middle Ordinate: 6.72

Chord: 126.26

Tangent: 64.57

Length: 127.21

Radius: 300.00

PT 26+03.06 608962.05 457450.03

CC 608662.11 457456.00

PI 25+40.42 608960.76 457385.47

PC 24+75.85 608933.03 457327.15

Element: Circular

Tangent Length: 1331.63

PC 24+75.85 608933.03 457327.15

PT 11+44.22 608361.10 456124.60

Non-collinear

External: 6.01

Middle Ordinate: 5.90

Chord: 118.37

Tangent: 60.37

Length: 119.16

Radius: 300.00

PT 11+44.22 608361.10 456124.60

CC 608090.59 456254.31

PI 10+85.44 608334.99 456070.16

PC 10+25.06 608289.86 456030.06

Tangent Length: 25.06

PC 10+25.06 608289.86 456030.06

POB 10+00.00 608271.13 456013.41

STATION NORTHING EASTING

Horizontal Alignment Name: Tomato Road Alignment

External: 41.42

Middle Ordinate: 29.29

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 113+31.24 613384.76 463027.47

CC 613384.76 462927.47

PI 112+74.16 613284.76 463027.47

PC 111+74.16 613284.76 462927.47

Tangent Length: 2512.32

PC 111+74.16 613284.76 462927.47

PT 86+61.84 613284.76 460415.15

External: 41.42

Middle Ordinate: 29.29

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 86+61.84 613284.76 460415.15

CC 613184.76 460415.15

PI 86+04.76 613284.76 460315.15

PC 85+04.76 613184.76 460315.15

Tangent Length: 2433.72

Tangent Direction: N 0%5d00'00" E

PC 85+04.76 613184.76 460315.15

PT 60+71.04 610751.04 460315.15

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 60+71.04 610751.04 460315.15

CC 610751.04 460215.15

PI 60+13.96 610651.04 460315.15

PC 59+13.96 610651.04 460215.15

Tangent Length: 2449.22

PC 59+13.96 610651.04 460215.15

PT 34+64.74 610651.04 457765.92

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 34+64.74 610651.04 457765.92

CC 610551.04 457765.92

PI 34+07.66 610651.04 457665.92

PC 33+07.66 610551.04 457665.92

Tangent Length: 2307.66

PC 33+07.66 610551.04 457665.92

POB 10+00.00 608243.38 457665.92

Horizontal Alignment Name: Levee Alignment

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 225+62.18 622355.35 463310.43

CC 622355.35 463410.43

PI 225+05.10 622255.35 463310.43

PC 224+05.10 622255.35 463410.43

Tangent Length: 874.53

PC 224+05.10 622255.35 463410.43

PT 215+30.57 622255.35 464284.96

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 215+30.57 622255.35 464284.96

CC 622155.35 464284.96

PI 214+73.49 622255.35 464384.96

PC 213+73.49 622155.35 464384.96

Tangent Length: 3167.56

PC 213+73.49 622155.35 464384.96

PT 182+05.93 618987.79 464384.96

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 182+05.93 618987.79 464384.96

CC 618987.79 464284.96

PI 181+48.85 618887.79 464384.96

PC 180+48.85 618887.79 464284.96

Tangent Length: 1157.50

PC 180+48.85 618887.79 464284.96

PT 168+91.36 618887.79 463127.47

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 168+91.36 618887.79 463127.47

CC 618787.79 463127.47

PI 168+34.28 618887.79 463027.47

PC 167+34.28 618787.79 463027.47

Tangent Length: 5403.04

Tangent Direction: N 0%5d00'00" E

PC 167+34.28 618787.79 463027.47

PT 113+31.24 613384.76 463027.47

Horizontal Alignment Name: Levee Alignment (Cont.)

Tangent Length: 5623.36

POE 388+15.18 630454.62 455027.93

PT 331+91.82 630454.62 460651.29

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 331+91.82 630454.62 460651.29

CC 630354.62 460651.29

PI 331+34.74 630454.62 460751.29

PC 330+34.74 630354.62 460751.29

Tangent Length: 5321.41

PC 330+34.74 630354.62 460751.29

PT 277+13.34 625033.21 460751.29

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 277+13.34 625033.21 460751.29

CC 625033.21 460851.29

PI 276+56.26 624933.21 460751.29

PC 275+56.26 624933.21 460851.29

Tangent Length: 2359.14

PC 275+56.26 624933.21 460851.29

PT 251+97.12 624933.21 463210.43

Chord: 141.42

Tangent: 100.00

Length: 157.08

Radius: 100.00

PT 251+97.12 624933.21 463210.43

CC 624833.21 463210.43

PI 251+40.04 624933.21 463310.43

PC 250+40.04 624833.21 463310.43

Tangent Length: 2477.86

PC 250+40.04 624833.21 463310.43

PT 225+62.18 622355.35 463310.43

Horizontal Alignment Name: Levee Alignment (Cont.)

S O

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V-01

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SURVEY NOTES

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

TRUE ON THE DATES OF SURVEY COLLECTION.

8. GROUND CONDITIONS CAN ONLY BE CONSIDERED ACCURATE AND

DATA COLLECTION UTILIZING POSTED NGS CONTROL POINTS.

7. SITE CALIBRATION WAS MADE OF PROJECT FOOTPRINT PRIOR TO

OF U.S. SURVEY FEET.

6. ALL SURVEYING AND MAPPING DATA ARE PRESENTED IN THE UNITS

DATUM OF 1988 (NAVD88).

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(NAD83(2011)).

ON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT 20011

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901) BASED

4. HORIZONTAL POSITIONS ARE REFERENCED TO THE STATE PLANE

3. DATA WAS COLLECTED USING RTK GPS (TRIMBLE R-10 AND R-12)

12 FEBRUARY AND 24 MARCH 2020.

ASSOCIATES, INC., 475 SOUTH FIRST AVENUE, BARTOW, FL, BETWEEN

2. THIS SURVEY WAS COLLECTED AND PROCESSED BY PICKETT &

1. REFER TO SURVEY 19-222,

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

THE VERTICAL DATUM CONVERSION FACTOR IN THE VICINITY OF

VERTICAL DATUM CONVERSION FACTOR - NAVD88 TO NGVD29

R V

E Y T

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T A T

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SURVEY TOMATO ROAD STA. 10+00 TO 28+19

KEY-MAP

(TYP.)

PERIMETER

SURVEY

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

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V-02

SURVEY STA. 32+00 TO STA. 54+00

C O

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GENERAL NOTES

S U

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E Y

S U

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E Y S

T A T

O S

T A

SURVEY STA. 10+00 TO STA. 32+00

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

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32+00

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4 4

333 3

3 3

V-03

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SURVEY STA, 54+00 TO STA. 82+00

GENERAL NOTES

S U

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S U

R V

E Y S

T A T

O S

T A

SURVEY STA. 82+00 TO STA. 108+00

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

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US Army Corps

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$FILEL$

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55+00

57+00

58+00

59+00

56+00

82+00

83+00

84+00

85+00

82+00

4 4

V-04

SURVEY STA. 108+00 TO STA. 134+00

SURVEY STA. 134+00 TO STA. 156+00

L E

V E

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T A T

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G A

L A

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C O

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M T

H O

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E Y

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

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M A

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C H

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K E

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US Army Corps

U .S

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$FILEL$

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E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

108+00

109+00

110+00

111+00

+00

108+00

4 4

6 6

4 4

V-05

SURVEY STA. 174+00 TO STA. 202+00

L E

V E

E S

T A T

O S

T A

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

GENERAL NOTES

S U

R V

E Y

SURVEY STA. 156+00 TO 174+00

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

169+00

170+00

171+00

172+00

173+00

174+00

175+00

176+00

177+00

178+00

179+00

180+00

174+00

4 4

5 5

5 59

4 4

6 6

V-06

G A

L A

C O

W D

R E

M T

H O

M A

S P

SURVEY STA. 202+00 TO STA. 220+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

SURVEY STA, 220+00 TO 246+00

S U

R V

E Y

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

215+00

216+00

217+00

218+00

219+00

220+00

221+00

222+00

223+00

224+00

220+00

6 6

33 44

6 6

V-07

G A

L A

R D P

C O

W D

R E

M T

H O

M A

NSURVEY STA. 246+00 TO STA. 272+00

SURVEY STA. 272+00 TO STA. 298+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

S U

R V

E Y

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

272+00

273+00

274+00

275+00

276+00

246+00

247+00

248+00

249+00

250+00

246+00

5 5

V-08

G A

L A

R D P

C O

W D

R E

M T

H O

M A

SURVEY STA. 298+00 TO STA. 320+00

SURVEY STA. 320+00 TO STA. 340+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

S U

R V

E Y

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

332+00

333+00

334+00

335+00

336+00

337+00

338+00

339+00

340+00

6 6

66 6

6 6

6 6 6

7 7

V-09

C O

W D

R E

M T

H O

M A

S P

G A

L A

R D P

SURVEY STA. 340+00 TO STA. 362+00

SURVEY STA. 362+00 TO STA. 388+15

V E

E S

T A T

O S

T A

GENERAL NOTES

S U

R V

E Y

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

KEY-MAP

(TYP.)

PERIMETER

SURVEY

(TYP.)

PERIMETER

SURVEY

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

V-10

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

S U

R V

0 2000'1000'

50+00

90+00

110+00

0 170+00

350+00

370+00

388+15

270+00

R O

A D

T O

M A

-S

P F

L -G

-0 .D

G N

LEVEE ALIGNMENT

CULVERT 3

ACCESS ROAD

CULVERT1

CULVERT 2

PROPERTY BOUNDARY

SITE AND PROPERTY BOUNDARY PLAN

E A

N D P

R O

P E

R T

Y B

O U

N D

A R

Y P

L A

GENERAL NOTES

CONTROL AND WATER LEVEL HEIGHTS SHOULD BE AVOIDED.

HYDROGRAPHIC SURVEY DATA. CONVERSIONS OF SURVEY

FEATURES SUCH AS COURSE GROUND ELEVATIONS OF

CONVERSIONS OF THIS TYPE SHOULD BE LIMITED TO NON- CRITICAL

SURVEYS AND MODELS GENERATED FROM THOSE SURVEYS.

VERTICAL DATUM OF 1929 (NGVD29) ARE BASED ON HISTORIC

OF MODERN SURVEY DATA FROM NAVD88 TO THE GEODETIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONVERSIONS

WERE CONDUCTED IN, AND ARE RELATIVE TO, THE NORTH

THE SURVEYS CONTRIBUTING TO THE DESIGN OF THIS PROJECT

ABOVE TO THE NAVD88 ELEVATION. 10' NAVD88 = 11.32' NGVD29.

ELEVATION IN NAVD88 TO NGVD29, ADD THE VALUE FURNISHED

THIS PROJECT IS 1.32', PLUS OR MINUS 0.1'. TO CONVERT AN

THE VERTICAL DATUM CONVERSION FACTOR IN THE VICINITY OF

VERTICAL DATUM CONVERSION FACTOR - NAVD88 TO NGVD29

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

Y=630205 X=455027

Y=630192 X=460493Y=624605

X=460308

Y=624683 X=463048Y=621981

X=462917

Y=622001 X=464123

Y=619138 X=462779

Y=619138 X=463997

Y=613502 X=462744

Y=613469 X=459932

Y=610899 X=460053

Y=610882 X=457262

Y=608186 X=456172

Y=608202 X=457403

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

T51S R27E Sec 4

T51S R27E Sec 3

T51S R27E Sec 2

T51S R27E Sec 9

T51S R27E Sec 10

T51S R27E Sec 11

T51S R27E Sec 14

T51S R27E Sec 15

T51S R27E Sec 16

T51S R27E Sec 23

T51S R27E Sec 21

T51S R27E Sec 22

B-01

U T

H W

E S

T P

R O

T E

C T

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

0 2000'1000'

B O

G L

O C

A T

SCALE:

O T

E C

H N

A L

BORING LOCATIONS

-S

P F

L -B -0

G N

2. FOR SYMBOL INFORMATION REFER TO SHEET G-02.

SECTION 00 31 32.

GEOTECHNICAL DATA REPORT IN SPECIFICATIONS

1. FOR GEOTECHNICAL AND BORING LOGS REFER TO

CP13-PS6L-CB-0001

CP13-PS6L-CB-0002

CP13-PS6L-TP-0001

CP13-PS6L-CB-0004

CP13-PS6L-CB-0005

CP13-PS6L-CB-0006

CP13-PS6L-CB-0007

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

CP13-PS6L-CB-0013

CP13-PS6L-CB-0014

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

CP13-PS6L-CB-0030

CP13-PS6L-CB-0029

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

CP13-PS6L-CB-0036

CP13-PS6L-CB-0035

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

CP13-PS6L-CB-0041

CP13-PS6L-HA-0001

CP13-PS6L-HA-0002

CP13-PS6L-HA-0003

CP13-PS6L-HA-0004

CP13-PS6L-HA-0005

CP13-PS6L-HA-0006

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0012

CP13-PS6L-HA-0013

CP13-PS6L-HA-0014

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0018

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0022

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0028

CP13-PS6L-HA-0029

CP13-PS6L-HA-0030

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0034

CP13-PS6L-HA-0035

CP13-PS6L-HA-0036

C P -P

S L -H

A -0

C P -P

S L -H

A -0

C P -P

S L -H

A -0

CP13-PS6L-HA-0040

CP13-PS6L-CB-0003

CP13-PS6L-TP-0002

C P -P

S L -T

P -0

C P -P

S L -T

P -0

CP13-PS6L-TP-0005

C P -P

S L -T

P -0

C P -P

S L -T

P -0

C P -P

S L -T

P -0

C P -P

S L -T

P -0

CP13-PS6L-TP-0010

C P -P

S L -T

P -0

CP13-PS6L-TP-0012

C P -P

S L -T

P -0

CP13-PS6L-TP-0014

-P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

C P -P

S L -C

B -0

CP13-PS6L-CB-0044

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

C-01

100' 200'0

S O

U T

H W

E S

T P

R O

T E

C T

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

SCALE:

C TOMATO ROAD

TOP OF LEVEE

LEVEE TOE

TOP OF BANK

CANAL BOTTOM

C-14

C-15

LIMITS OF CONSTRUCTION

NO GATES

INV. = -1.3

(3 - 60" RCP)

CULVERT 2

-1

TOMATO ROAD STA. 10+00 TO 28+19

T O

M A

T O R

O A

D S

T A T

O S

T A

AREA

STAGING

TEMPORARY

NO GATES

INV. = -2.0

(3 -60" RCP)

CULVERT 1

TO REMAIN

CULVERT

EXISTING

AREA

STAGING

NOTE 3

SEE

GATE

KEY-MAP

TO REMAIN

EXISTING CULVERT

EXISTING ACCESS ROAD

CLEARED EXCEPT TEMPORARY STAGING AREA.

5. ALL AREAS INSIDE CONSTRUCTION LIMITS SHALL BE

4. SEE SHEET G-05 FOR STAGING AREA DETAILS.

3. FOR DOUBLE GATE DETAILS SEE SHEETS C-21 AND C-22.

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

10+00

3 3

4 4

C-02

LEVEE STA. 32+00 TO STA. 54+00

S O

U T

H W

E S

T P

R O

T E

C T

C O

W D

R E

M T

H O

M A

S P

G A

L A

R D P

GENERAL NOTES

CANAL BOTTOM

TOP OF BANK

C LEVEE

LEVEE TOE TOP OF LEVEE

CANAL BOTTOM

TOP OF BANK

C LEVEE LEVEE TOE TOP OF LEVEE

L E

V E

E S

T A T

O S

T A

LIMITS OF CONSTRUCTION

1 ON 20

LIMITS OF CONSTRUCTION

C-11

C -1

C-11

C -1

C-12

-S

P F

L -C -1

G N

STAGING AREA

C-11

SEE NOTE 3SEE NOTE 3

3. REFER TO SHEET C-10 FOR CANAL TRANSITION.

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

LEVEE STA. 10+00 TO STA. 32+00

C-11

KEY-MAP

EL = -1.0

Y=608293 X=457601

BEGIN CANAL

EL=8.0

EL=7.5

60' R

E=458054 N=610701

E=458028 N=610686

E=458248 N=610701

E=458274 N=610686

25+00

26+00

27+00

28+00 28+19 28+19

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

32+00

33+00

0 0 0 0 0 0 0 0 0

00000

0 0 0 0

0 0 0 0 0 0 0 0 0 0 011111

11111

2 2 2 2 2 2 2

3 3 3 3 3

333 33333

4 4 4 4

4 4 4

44444

5555555555

55555

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

6 6 6 6 6 6 6 6

66666 77777

7 7 7 7 7 7 7

0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0

0 0 0 0 0 0 0 0 0 0 01111111

1111111

2 2 2

2 2 2 2 2

33333

3 3

4 4 4 4

44444

4 4 4

55555555555555

555555

5 5 5 5 5 56 6 6 6

6 6 6

6666666

7777777

7 7 7 7 7 7 7

4 4

333 3

3 3

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

56+00

57+00

58+00

59+00

54+00

55+00

82+00

83+00

84+00

85+00

0 0 0 0 0 0 0 0 0 0 0

00000000000

1 1 1 1 1 1

11111111

2 2 2 2 2 2 2 2

222222

33333333

4444444

444444

5555555555555555

5 5 5 5 5 5 5

6 6 6 6 6 6 6

66666666

77777777

7 7 7 7 7 7 7

8 8

1 1 1 1 1 1 1 1

1111111

2 2 2 2 2 2 2 2

22222222

3 3 3 3 3 3

33333333

4 44

44444444

5555555555555555

5 5 5

5 5 5 5 5 5 5 5

5 5

6 6 6 6 6 6 6

66666666

77777777

7 7 7 7 7 7 7

88888888

8 8 8 8 8 8 8

C-03

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

LEVEE STA. 82+00 TO STA. 108+00

LEVEE STA, 54+00 TO STA. 82+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

C -1

C-11

CANAL BOTTOM

TOP OF BANK TOP OF LEVEELEVEE TOEC LEVEE

CANAL BOTTOM TOP OF BANK

C LEVEE

LEVEE TOE TOP OF LEVEE

LIMITS OF CONSTRUCTION

1 ON 20

C-16

INV. = 0.0

WITH FLAP GATES

(2 - 60" RCP)

CULVERT 3

LIMITS OF CONSTRUCTION

-S

P F

L -C -1

G N

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

C-11

KEY MAP

EL=8.0

EL=8.5

EL=9.0

4 4

C-04

LEVEE STA. 108+00 TO STA. 134+00

LEVEE STA. 134+00 TO STA. 156+00

L E

V E

E S

T A T

O S

T A

G A

L A

R D P

C O

W D

R E

M T

H O

M A

C -1

C-11

CANAL BOTTOM

TOP OF BANK

LEVEE TOEC LEVEE

TOP OF LEVEE

CANAL BOTTOMTOP OF BANK

C LEVEE

LEVEE TOE

TOP OF LEVEE

LIMITS OF CONSTRUCTION

1 ON 20

-S

P F

L -C -1

G N

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

KEY MAP

C-11

EL=9.0

EL=9.5STAGING AREA

E=462777 N=613394

E=462777 N=613667

E=462920 N=613394

E=462920 N=613667

E=462977 N=615971

E=462992 N=615945

E=462977 N=616136

E=462992 N=616162

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

108+00

109+00

110+00

111+00

+00

108+00

1 1

2 2 2 2 2 2 2 2

22222222

3 3 3 3 3 3 3 3

33333333

44444444

4 4 4 4 4

555555555555

5 5 5 5 5

5 5 5 5 5 5 5 5

6 6 6 6 6 6

6666666

7777777

7 7 7 7 7 7

8888888

8 8 8 8 8 8

999999

9 9 9 9 9

2 2 2

2 2 2 2 222 3 3 3 3 33 3 3

55555555

5 5 5 5

5 5 5555555

56 6

66666

77777

7 7

7 7 7 7 7

88888

8 8 8 8 8 8 8 8

99999

9 9 9 9 9 9 9 9

4 4

6 6

4 4

C-05

LEVEE STA. 174+00 TO STA. 202+00

LEVEE STA. 156+00 TO 174+00

L E

V E

E S

T A T

O S

T A

G A

L A

R D P

C O

W D

R E

M T

H O

M A

S P

GENERAL NOTES

C -1

C-11

TOP OF BANK

C LEVEE

LEVEE TOE

TOP OF LEVEE

CANAL BOTTOM TOP OF BANK C LEVEE

LEVEE TOE

TOP OF LEVEE

LIMITS OF CONSTRUCTION

1 ON 20

CANAL BOTTOM

LIMITS OF CONSTRUCTION

-S

P F

L -C -1

G N

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

EL=9.5 EL=10.0

EL=10.0

EL=10.5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

169+00

170+00

171+00

172+00

173+00

174+00

176+00

177+00

178+00

179+00

180+00

174+00

175+00

2 2 2 2

2 2 2 2 2

3 3 3

55555555

5 5 5 5 5

7 7 7

88888

8 8 8

99999

9 9 9

2 2 2 2

3333333

3 3 3 3 3 3 33

4444444

4 4

555555555555555

5 5 5 5 5 5 5 5 5

5 5 5 5 5

66666

6 6 6 6 6 6 7777777

77777777

88888888

8 8 8 8 8 8 8 8

99999999

9 9 9 9 9 9 9101010

10 10 10 10

5 5

5 59

4 4

6 6

4 4

5 5

C-06

G A

L A

C O

W D

R E

M T

H O

M A

S P

LEVEE STA. 202+00 TO STA. 220+00

LEVEE STA, 220+00 TO 246+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

C -1

C-11

TOP OF BANK

LEVEE TOE TOP OF LEVEE

TOP OF LEVEE

CANAL BOTTOM

C LEVEE

TOP OF BANK

C LEVEE

LEVEE TOE

LIMITS OF CONSTRUCTION

1 ON 20

CANAL BOTTOM

-S

P F

L -C -1

G N

3. FOR DISPOSAL AREA SEE SHEET G-06.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

SEE NOTE 3

EL=10.5

EL=11.0

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

215+00

216+00

217+00

218+00

219+00

220+00 220+00

221+00

222+00

223+00

224+00

220+00

2 2

3 3 3 3

55555

5 5

8 8

10 10

2 2

333333

4 4 4 4 4

444444

5555555

5555 5 5

666666

777777

888888

8 8 8 8

999999

9 9

9 9 9 10101010

10 10 10 10

6 6

33 44

6 6

C-07

G A

L A

R D P

C O

W D

R E

M T

H O

M A

NLEVEE STA. 246+00 TO STA. 272+00

LEVEE STA. 272+00 TO STA. 298+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

C -1

C-11

TOP OF LEVEE

LEVEE TOEC LEVEECANAL BOTTOM

TOP OF LEVEELEVEE TOE

C LEVEE

TOP OF BANK

CANAL BOTTOM LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

1 ON 20

-S

P F

L -C -1

G N

C-11

TOP OF BANK

CANAL GAP

C-11

TOP OF BANK

CANAL BOTTOM

LEVEE TOE

TOP OF LEVEE

SEE NOTE 3

3. FOR DISPOSAL AREA SEE SHEET G-06.

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

EL = 3.0

Y=625682

X=460687 EL = 3.0

Y=626057 X=460687

EL=11.0

EL=11.5

C-12

E=463275 N=624646

E=463260 N=624671

E=463260 N=624815

E=463275 N=624840

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

T E

E N

A M

D R

A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

R D P

C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

E S

T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

R O

T E

C T

N F

E A

T U

R E L

E V

272+00

274+00

275+00

276+00

273+00

246+00

248+00

249+00

250+00

246+00

247+00

3 3 3 3

4 4 4 4

3 3 3

4 4 4

5 5 5 5 5 5

55555

55555555

5 5 5 5 5 5 5 5

66666666

6666 7

777777

77777

8 8 8 8 8 8 8 8

88888888

9 9 9 9 9 9 9 9

99999999

10 10 10 10 10 10 10 10

1010101010

3 3 3 3 3 3 3

3333333

4 4 4 4 4 4 4

4444444

55555555555555

5 5 5 5 5 5 55555

6 6

66666666

77777777

8 8

8 8 8 8 8

88888888

9 9

9 9 9 9

99999999

10 10 10 10 10 10 10 10

1010101010101010

5 5

C-08

G A

L A

R D P

C O

W D

R E

M T

H O

M A

LEVEE STA. 298+00 TO STA. 320+00

LEVEE STA. 320+00 TO STA. 340+00

L E

V E

E S

T A T

O S

T A

GENERAL NOTES

C -1

C-11

CANAL BOTTOM

LEVEE TOE

TOP OF BANK

C LEVEE

LEVEE TOE

TOP OF LEVEEC LEVEE

TOP OF BANK

TOP OF LEVEE

CANAL BOTTOM

C -1

0 LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

-S

P F

L -C -1

G N

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

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A J

D A

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E N

A M

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A W

G D

A T

$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

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S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

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C O

M P

R E

H E

N S

E E

V E

R G

L A

D E

S R

E S

T O

R A

N P

L A

A Y

U N

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T R

A N

D R

E S

T O

R A

N P

R O J E

C T

S O

U T

H W

E S

T P

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C T

N F

E A

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R E L

E V

332+00

333+00

334+00

335+00

336+00

337+00

338+00

339+00

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3 3 3 3 3

111111

11 11 11

444444

4 4 4 4 4 455

5 5 5 5 5 5 5 5

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666 777

777777

8 8 8 8 8 8

888888

9 9 9 9 9 9

999999 10 10 10 10

10101010

3 3 3

11 11

4 4 4

5 5 5 5

6 6 6

8 8 8

9 9 9

999 10 10

6 6

66 6

6 6

6 6 6

7 7

C-09

C O

W D

R E

M T

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M A

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G A

L A

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LEVEE STA. 340+00 TO STA. 362+00

LEVEE STA. 362+00 TO STA. 388+15

V E

E S

T A T

O S

T A

GENERAL NOTES

C -1

C-11

C-12

CANAL BOTTOM TOP OF BANK

C LEVEE

LEVEE TOE TOP OF LEVEE

CANAL BOTTOM

TOP OF BANK C LEVEE

LEVEE TOE

TOP OF LEVEE

LIMITS OF CONSTRUCTION

-S

P F

L -C -1

G N

2. ALL ELEVATIONS ARE NAVD88.

1. FOR ALIGNMENT DATA SEE SHEET G-07.

C-11

EL. = 3.0

Y=630390 X=455078

END CANAL

STAGING AREA

E=459286 N=630209

E=459013 N=630209

E=459013 N=630352

E=457432 N=630372

E=457458 N=630419

E=457258 N=630404

E=457232 N=630419

E=459286 N=630352

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

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K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A J

D A

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E N

A M

D R

A W

G D

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$FILEL$

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

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S O

N V

L E F

X X

X X -X

X -X -X

X X

M M

M Y

E L G

L A

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C O

M P

R E

H E

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R G

L A

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5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

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6 66 6

66666666

6 6777777 7 7

77777777

8…

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