16R19Plans.pdf

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D pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\01 General\G-01

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Y of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-16-R-0019

MMMMMMMMM 2016

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

G-01

MARTIN COUNTY, FLORIDA

E

N E

R A

L

C O

V E

R -D

M M

A -O

-G

I0 c o v .d g n

S T A T E OF F L O R I D A

M A R T I N C O U N T Y

O K E E

C H

O B E E W

A T E

R W

A Y

N /A

J E

B

M R

M L

C

OKEECHOBEE WATERWAY

DREDGED MATERIAL MANAGEMENT AREA O-7

DREDGED MATERIAL MANAGEMENT AREA O-7

PERMANENT SITE ACCESS ROAD

MAY 12, 2016

GENERAL

SHEET TITLESHEET ID SHEET TITLESHEET ID

G-02

G-03

COVER

INDEX TO DRAWINGS

G-04

G-05

G-01

G-02

ABBREVIATIONS AND REFERENCE SYMBOLOGY

PROJECT OVERVIEW

G E

N E

R A

L

IN

D

E X T

O D

R A

W

IN

G S

SURVEY

C-01

C-04

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

SHEET TITLESHEET ID

STRUCTURALCIVIL

S-01 WEIR RISER SYSTEM - PLAN AND SECTION

S-02

S-03 WEIR RISER FABRICATION - ELEVATIONS

S-04

S-05

S-06

WEIR RISER SYSTEM - PLAN

WEIR RISER FABRICATION - SECTIONS AND DETAILS

WEIR RISER FABRICATION - SECTIONS AND DETAILS

S-07

S-08

S-09

S-10

S-11

S-12

ALUMINUM FLOATING DOCK - SECTIONS AND DETAILS

EMERGENCY GATE - SECTIONS

EMERGENCY GATE - DETAILS

WEIR FOUNDATION - SECTIONS AND DETAILS

WEIR RETURN PIPE ANCHORAGE - SECTIONS AND DETAILS

ALUMINUM GANGWAY - PLAN AND ELEVATION

BOX CULVERT DATA TABLE

V-01

G-06

G-07

G-08

G-09

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

C-25

C-26

C-27

C-28

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - PLAN AND PROFILE

ACCESS ROAD - TYPICAL SECTIONS

C-02

CONTROL DATA - DMMA BOUNDARY

GEOMETRY DATA - SITE ENTRANCE

C-03

WEIR - PLAN AND CROSS SECTION

C-05 DIKE - TYPICAL CROSS SECTIONS

C-06 DIKE - TYPICAL CROSS SECTIONS

C-07

C-08

DIKE - CROSS SECTIONS

DIKE - CROSS SECTIONS

C-09

C-10

DIKE - CROSS SECTIONS

DIKE - CROSS SECTIONS

C-11

C-12

DIKE - CROSS SECTIONS

DIKE - CROSS SECTIONS

C-13

C-14 DIKE - DETAILS

DIKE - EXISTING CONDITIONS PLAN

DIKE - SITE PLAN

-D

M M

A -O

-G

I0 in d e x .d g n

CONTROL DATA - ACCESS ROAD BOUNDARY AND EASEMENTS

G-10

CONTROL DATA - DIKE PERIMETER DITCH ALIGNMENT

R-01

RESOURCE

2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 1 OF 8)

R-02 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 2 OF 8)

R-03 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 3 OF 8)

R-04 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 4 OF 8)

R-05 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 5 OF 8)

R-06 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 6 OF 8)

R-07 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 7 OF 8)

R-08 2016 DESIGN STANDARDS - FDOT INDEX No.289

CONCRETE BOX CULVERT DETAILS (SHT 8 OF 8)

DIKE - GRADING PLAN

DIKE - GRADING PLAN ENTRANCE DETAIL

V-02 SURVEY NOTES

CONTROL DATA - DIKE CREST ALIGNMENT AND BYPASS DITCH

GEOMETRY DATA - ON SITE ROADS AND MISCELLANEOUS POINTS

R-09 FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 1 of 6

FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 2 of 6R-10

FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 3 of 6R-11

FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 4 of 6R-12

FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 5 of 6R-13

FDOT INDEX No.272 - CROSS DRAIN MITERED END SECTION - 6 of 6R-14

FDOT INDEX 232 (MODIFIED) - DETAIL- DITCH BOTTOM INLET TYPE - E

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DRAWING SET TABLE OF CONTENTS

INDENTITY SYMBOL KEY

SECTION

SCALE: A SCALE: A

DETAIL

SECTION

SCALE: A

PLAN

SCALE: A

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DETAIL IDENTIFICATION

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

S-203

F

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

M-102

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

INTERIOR ELEVATION

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

F

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

T

S-706

OBJECT REFERENCED

S-506

J

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

J

F

A-201

F

A-201

A-202

G

F H

J

D

A-202

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

AT

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

A

C

X^

X"

REDUCED TO FIT

ABBREVIATIONS

LEGEND

VERT

TYP.

T

SYMM

SYM

STA.

SQ FT

SQ

SPEC

RFI

REV

REQD

REF

R

PROP

PROJ

PSI

PT

PI

P.I.

POE

PC

POB

OD

OC

OA

N.T.S.

NO. / #

NGS

NAVD88

NAD83(90)

MIN

MAX

LRG

LF

LBS

L

IR

IPS

IP

INV

ID

HORZ

HDPE

GOVT

FT

FIR

FDOT

ELEV

EL

EA

DWG

DMMA

DIA

DEG

CY

CUFT

CTR

CRSI

CONC

CL

AWW

AWG

ASTM

ANSI

AISC

ACI

VERTICAL

TYPICAL

TANGENT LENGTH

SYMMETRICAL

SYMBOL

STATION

SQUARE FEET

SQUARE

SPECIFICATION

REQUEST FOR INFORMATION

REVISION

REQUIRED

REFERENCE

RADIUS

PROPERTY

PROJECT

POUNDS PER SQUARE INCH

POINT OF TANGENT (END POINT OF CURVE)

POINT OF TANGENT INTERSECTION

POINT OF INTERSECTION

POINT OF END

POINT OF CURVE (BEGINNING POINT OF CURVE)

POINT OF BEGINNING

OUTSIDE DIAMETER

ON CENTER

OVERALL

NOT TO SCALE

NUMBER

NATIONAL GEODETIC SURVEY

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983, 1990 RE-ADJUSTMENT

MINIMUM

MAXIMUM

LARGE

LINEAR FOOT

POUNDS

ANGLE

INSIDE RADIUS

IRON PIPE SIZE

IRON PIPE

INVERT

INSIDE DIAMETER

HORIZONTAL

HIGH DENSITY POLYETHYLENE

FEDERAL GOVERNMENT

FEET/FOOT

FOUND IRON ROD

FLORIDA DEPARTMENT OF TRANSPORTATION

ELEVATION

ELEVATION

EACH

DRAWING

DREDGED MATERIAL MANGEMENT AREA

DIAMETER

DEGREE

CUBIC YARD

CUBIC FEET

CENTER

CONCRETE REINFORCING STEEL INSTITUTE

CONCRETE

CENTERLINE

AMERICAN WATER WORKS ASSOCIATION

AMERICAN WIRE GAUGE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN CONCRETE INSTITUTE

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

8.50

CONTROL MONUMENT (VERTICAL)

FIR

MW

CENTERLINE DIKE

FOUND IRON ROD

POWER POLE

CONTROL MONUMENT (HORIZ. AND VERTICAL)

CORE BORING

BOTTOM OF PERIMETER DITCH

PROPOSED DESIGN EXTERIOR

PROPOSED CONTOUR

EXISTING CONTOUR

EDGE OF DIKE

TOPOGRAPHIC SHOT

TEST PIT

A-17 B-1CB-11

STABILIZED SHELLROCK ROAD

SECURITY FENCE

CONTRACTOR STAGING AND STOCKPILE AREA

MONITORING WELLS

BOUNDARY - PROPERTY LINE

EASEMENT LINE

x

FALLS OFF SHEET

GRADING LEADER WITH ELEVATION

0.5

SOD SHOWN IN PROFILE - CROSS SECTION

GENERAL NOTES:

PERMANENT SITE ACCESS ROAD

DREDGED MATERIAL MANAGEMENT AREA O-7

G-04

GRAPHIC SCALE

3000'1500'01500'

G E

N E

R A

L

S T A T E O F F L O R I D A

M A R T I N C O U N T Y

INTERSTATE 95

F L O

R

ID

A 'S T

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S W

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O K E E C H O B

T E R W A Y

SW 96TH STREET

S W K

A N

N E

R H

IG

H W

A Y

S T L

U C

IE

R

IV

E R

S T L

U C

IE

R

IV

E R

O K E E C H O B

T E R W A Y

P R

O J E

C T O

V E

R V

IE

W -D

M M

A -O

-G

I0 o v e rv ie w .d g n

M L

C

M R

J E

B

N /A

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

N

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LAUDERDALE

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A J

DESIGNATION: GCY D27

PID: AJ5266

DESIGNATION: A 517

PID: AJ5630

DESIGNATION: GS 23

PID: AJ5270

DESIGNATION: GCY D09

PID: AJ5251

DESIGNATION: GCY D08

PID: AJ5250

DESIGNATION: GCY D07

PID: AJ5276

DESIGNATION: FCE 3528

PID: N/A

DISTRICT FOR ACCESS AND STAGING AREAS SHOWN HEREIN.

COORDINATE WITH CONTRACTING OFFICER AND THE FLORIDA INLAND NAVIGATION

5. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE THE NORTH

OF MEASURE IS U.S. SURVEY FOOT.

ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). THE UNIT

COORDINATE SYSTEM, EAST ZONE (0901) AND ARE REFERENCED TO THE 1990

3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA STATE PLANE

FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY

THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED ON

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

21.22

9.17

11.77

11.49

20.08

21.43

23.88

15.32

ELEVATION

887,416.70

900,422.97

892,349.19

894,323.11

877,573.36

877,652.65

877,642.60

895,920.19

EASTING

1,009,680.11

1,019,803.97

1,028,670.59

1,007,149.28

1,020,611.45

1,004,693.86

1,001,855.26

997,124.07

NORTHING

N/A

AJ5266

AJ2435

AJ5270

AJ5630

AJ5251

AJ5250

AJ5276

PID

FCE 3528

GCY D27

GCY B01

GS 23

A 517

GCY D09

GCY D08

GCY D07

DESIGNATION

SURVEY CONTROL

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

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D pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\01 General\G-05

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A T

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(70006)

NO IDENTIFICATION

TOP BROKEN, FOUND

4"x4" CONCRETE MONUMENT

(70009)

NO IDENTIFICATION

TOP BROKEN, FOUND

6"x6" CONCRETE MONUMENT

(70013)

LABELED " ENGINEER DEPT HARBOR SURVEYS N R/W 4735 STA. 1193+71.30"

TAPERED MONUMENT WITH BRASS DISK, FOUND

(70007)

SURVEYS N R/W 4735 STA 1162+45"

LABELED "US ENGINEER DEPT HARBOR

FOUND

TAPERED MONUMENT WITH BRASS DISK,

(70015)

NO IDENTIFICATION

4"x4" CONCRETE MONUMENT, FOUND

(70008)

LABELED "US ENGINEER DEPT HARBOR SURVEYS N R/W STA 1157+84.52"

FOUND TAPERED MONUMENT WITH BRASS DISK

100' WIDE INGRESS / EGRESS EASEMENT

20' WIDE PERPETUAL ACCESS ROAD EASEMENT

(70011)

STA. 1174+00 22 OCT, 1985"

"ARMY C.O.E. SLC N R/W

WITH BRASS DISK LABELED

6"X6" CONCRETE MONUMENT 1609-09A, FOUND

(70012)

STA. 1186+80 22 OCT, 1985"

"ARMY C.O.E. SLC N R/W

WITH BRASS DISK LABELED

6"x6" CONCRETE MONUMENT 1609-09B, FOUND

(70010)

N R/W 4735 STA 1180+00"

DEPT HARBOR SURVEYS

LABELED "U.S. ENGINEER

BRASS DISK, FOUND

TAPERED MONUMENT WITH

(70022)

NO IDENTIFICATION

4"x4" CONCRETE MONUMENT TOP BROKEN, FOUND

(70023)

NO IDENTIFICATION

4"x4" CONCRETE MONUMENT, FOUND

(50022)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3529 1972"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50021)

LABLED "US ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"X4" C.M. WITH 3" BRASS DISK, FOUND

(70466)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3528 1972 JAX FLA"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50038)

LABELED "U.S. ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"x4" CONCRETE MONUMENT WITH 3" BRASS, FOUND100' WIDE INGRESS / EGRESS EASEMENT

(70016)

1201+20 22 OCT, 1985"

C.O.E. SLC N R/W STA.

WITH BRASS DISK LABELED "ARMY

6"x6" CONCRETE MONUMENT 1609-08C, FOUND

(70017)

1207+50 22 OCT, 1985"

"ARMY C.O.E. SLC N R/W STA.

WITH BRASS DISK LABELED

1609-08D, FOUND

6'x6" CONCRETE MONUMENT

(70019)

NO IDENTIFICATION

TOP BROKEN,

4"X4" C.M., FOUND

(70020)

1226+00 23 OCT, 1985"

"ARMY C.O.E. SLC N R/W STA.

FOUND WITH BRASS DISK

6"x6" CONCRETE MONUMENT 1609-08F

(70018)

STA. 1213+80 22 OCT, 1985"

"ARMY C.O.E. SLC N R/W

WITH BRASS DISK LABELED

6"x6" CONCRETE MONUMENT 1609-08E, FOUND

MONUMENT 1609-09A

(70021)

"ARMY C.O.E. SLC N R/W STA. 1232+00 23 OCT, 1985"

WITH BRASS DISK LABELED

6'x6" CONCRETE MONUMENT 1609-08G FOUND

100' WIDE INGRESS / EGRESS EASEMENT

M A

T C

H L

IN

E D

R A

W

IN

G G

-0 S

T A

M A

T C

H L

IN

E D

R A

W

IN

G G

-0 S

T A

C O

N T

R O

L D

A T

A

G-05

O

P T

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N A

L V

A L

U E

D1 400'0 200'

A1

G E

N E

R A

L

400'0 200'

N

CONTROL DATA - ACCESS ROAD BOUNDARY AND EASEMENTS

CONTROL DATA - ACCESS ROAD BOUNDARY AND EASEMENTS

SCALE: 1" = 200'

SCALE: 1" = 200'

A C

C E

S S R

O A

D B

O U

N D

A R

Y A

N D E

A S

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M L

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O A

D A

PRIVATE PROPERTY

ST LUCIE CANAL

PLAT BOOK 10, PAGE 84

OKEECHOBEE WATERWAY

RECORDS BOOK 786, PAGE 1175

PLAT BOOK 10, PAGE 84

U.S. GOVERNMENT PROPERTY

50021

50022

DATED: 20010222

D.O. FILE NUMBER 131-38, 272

PREPARED BY ARC SURVEYING & MAPPING, INC.

FOR U.S. ARMY CORPS OF ENGINEERS

"ST. LUCIE LOCK AND DAM RESERVATION"

SEE BOUNDARY SURVEY OF

PRIVATE PROPERTY

ST LUCIE CANAL

PLAT BOOK 10, PAGE 84

OKEECHOBEE WATERWAY

PLAT BOOK 10, PAGE 84

U.S. GOVERNMENT PROPERTY

PC STA.13+3

3.06

PT STA.13+1

7.20

P C S

T A .1 .5

3 PC STA.22+24.70

P T S

T A .2

.4

P I S

T A .3

.1

P I S

T A .4

.0

P I S

T A .4

.4

P I S

T A .4

.1

P I S

T A .4

.4

P I S

T A .5

.6

P C S

T A .5

.1

P T S

T A .5 .5

P T S

T A .5

.6

P C S

T A .5 .3

P I S

T A .5

.1

P I S

T A .4

.5

P I S

T A .4

.1

PT STA.20+97.81

P C S

T A .1

.8

P T S

T A .1

.7

P O

B S

T A .1 .0

+0

+0

+0

5+

2+

+00

7+

8+

8+

9+

PT STA.106+78.35

PC STA.106+57.96

PC

S

TA.

6+ .5

PO

E STA.120+13.37

PT STA.118+08.08

P C S

T A .1

.6

PT STA.105+82.74

PC

STA.105+63.49

PT STA.101+80.14

P C S

T A .1

.0

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(104) E 887588.01

N 1012620.61

CAP STAMPED "GCY, INC. LB 4108"

3/4" IRON PIPE SET

(103) E 885181.60 N 1011558.34

CAP STAMPED "GCY, INC. LB 4108"

3/4" IRON PIPE SET

(101)

E 888109.49

N 1011408.27

CAP STAMPED "GCY, INC. LB 4108"

3/4" IRON PIPE SET

(102)

E 885703.08

N 1010345.99

CAP STAMPED "GCY, INC. LB 4108"

3/4" IRON PIPE SET

(50021)

LABLED "US ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"X4" C.M. WITH 3" BRASS DISK, FOUND

(50022)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3529 1972"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50045)

NO IDENTIFICATION

MONUMENT, FOUND

4"X4" SHELLROCK

(50024)

LABELED "U.S. ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS, EL. 22.735 MSL"

4"x4" CONCRETE MONUMENT WITH 3" BRASS, FOUND

(50025)

LABELED "U.S. ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"x4" CONCRETE MONUMENT WITH 3" BRASS, FOUND

(50041)

LABELED "U.S. ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"x4" CONCRETE MONUMENT WITH 3" BRASS, FOUND

(50032)

CONCRETE MONUMENT, FOUND

(50020)

FCE 3530 1972 JAX FLA"

LABELED "US ARMY CORPS OF ENGINEERS

3" BRASS DISK IN CONCRETE MASS, FOUND

(50023)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3531 1972 JAX FLA"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50026)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3532 1972 JAX FLA"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50042)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3532 1972 JAX FLA"

3" BRASS DISK IN CONCRETE MASS, FOUND

(50038)

LABELED "U.S. ENGINEER DEPT JACKSONVILLE, FLA HARBOR SURVEYS"

4"x4" CONCRETE MONUMENT WITH 3" BRASS, FOUND (70022)

NO IDENTIFICATION

4"x4" CONCRETE MONUMENT TOP BROKEN, FOUND

(70023)

NO IDENTIFICATION

4"x4" CONCRETE MONUMENT, FOUND

ELEV.=22.378 NGVD29

BENCHMARK 1609-09A

(70466)

LABELED "US ARMY CORPS OF ENGINEERS FCE 3528 1972 JAX FLA"

3" BRASS DISK IN CONCRETE MASS, FOUND

100' WIDE INGRESS / EGRESS EASEMENT

A1

400'0 200' G-06

N E

R A

L

C O

N T

R O

L D

A T

A

D M

M A B

O U

N D

A R

Y

CONTROL DATA - DMMA BOUNDARY

-D

M M

A -O

-G

I0 c o n tr o l-b o u n d a ry .d g n

SCALE: 1" = 200'

M L

C

M R

J E

B

N /A

S

C

I

P L

K

P

B L O C K 1 4

LOT 1LOT 2LOT 3LOT 4

LOT 8

LOT 7

LOT 6LOT 5

LOT 3LOT 4

LOT 6LOT 5

LOT 8LOT 7

LOT 6LOT 5

B L O C K 1 5

B L O C K 1 6

LOT 1

LOT 2

LOT 3

LOT 4

LOT 1

LOT 8

B L O C K 9

B L O C K 1 0

B L O C K 1 1

LOT 5

B L O C K 2 1

B L O C K 2 2

B L O C K 2 3

LOT 7

LOT 4

P L

A T

T

IG

H T

O F

W A

Y

A B

A N

D O

N E

D

B

C C

P A

G E

ST.

LUCIE

LOCKS

P L

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IG

H T

O F

W A

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A B

A N

D O

N E

D

B

C C

P A

G E

30' PLATTED RIGHT-OF-WAY

ABANDONED (BCC 16, PAGE 151-155)

30' PLATTED RIGHT-OF-WAY

SAINT LUCIE INLET FARMS

PLAT BOOK 1, PAGE 98

PALM BEACH (NOW MARTIN) COUNTY, FLORIDA

NORTH 15' ABANDONED

(BCC 16, PAGE 151-155)

BOUNDARY SURVEY BY KEITH & SCHNARS, INC.

PROJECT #17166.00

FOR BATISTA & EVELYN MADONIA

PRIVATE PROPERTY USACE 930 USACE 931

USACE 932

USACE 925

USACE 924

USACE 923

USACE 922

USACE 926

USACE 914

USACE 910

USACE 915

USACE 916

HOG CREEK SPILLWAY

USACE 917

N66°10'54"E - 2630.44'

S '2

"E

.7

S66°10'54"W - 2630.44'

N '2

"W

.7

S '2

"E

.8

S66°02'11"W - 1964.86'

ST.

LUCIE

CANAL

.1

N '2

"W

1972.84' S66°10'54"W

.7

S '2

"E

101102

50020

50023 50024

50025 50026

50032

50041 50042

50045

70021

70023

70038

70466

DATED: 20010222

D.O. FILE NUMBER 131-38, 272

PREPARED BY ARC SURVEYING & MAPPING, INC.

FOR U.S. ARMY CORPS OF ENGINEERS

"ST. LUCIE LOCK AND DAM RESERVATION"

SEE BOUNDARY SURVEY OF

D M M A O - 7

PRIVATE LANDS

PRIVATE LANDS

PRIVATE LANDS

14 PT

2 PI

103 BOUNDARY 104 BOUNDARY

6 PC

7 RP

8 PT

9 PC

10 RP

11 PT

12 PC

13 RP

16 RP

15 PC

17 PT

R

R

R

END STA 49+97.22

1 POB STA 0+00

148 RP

5 PI

R 79'

PROPERTY LINE

PROPERTY LINE

ACCESS ROAD

CENTERLINE

DIKE CREST CENTERLINE ALIGNMENT

DIKE PERIMETER DITCH CENTERLINE

26 (ACCESS ROAD)

200'100'0100'

G-07

N E

R A

L

C O

N T

R O

L D

A T

A

GRAPHIC SCALE

N

-D

M M

A -O

-G

I0 c o n tr o l-

D M

M A .d g n

D

IK

E C

R E

S T A

L

IG

N M

E N

T A

N D B

Y P

A S

S D

IT

C H

M L

C

M R

J E

B

N /A

3 4

9 10

11 12

13 14

DISCRIPTIONPOINT

D M M A - O 7 351.00'

.6

.6

.4

.6

.6

.7

301.00'

224.00' 274.00'

.0

.0

BOUNDARY

BOUNDARY

BOUNDARY

BOUNDARY

1,012,620.61

1,011,558.34

1,010,345.99

1,011,408.27

887,588.01

885,181.60

885,703.08

888,109.49

POINT DIS

END

PT

RP

PC

PI

PT

RP

PC

PI

PT

RP

PC

PI

PT

RP

PC

PI

POB

1,011,143.56

1,011,650.75

1,011,723.03

1,011,754.24

1,011,682.36

1,012,149.27

1,012,118.05

1,012,190.32

1,012,222.53

1,011,455.17

1,011,382.90

1,011,351.69

1,011,423.57

1,010,956.66

1,010,987.88

1,010,915.61

1,010,883.40

1,011,143.56

886,443.37

887,592.34

887,560.43

887,633.01

887,663.93

887,463.09

887,390.52

887,358.61

887,431.57

885,693.25

885,725.16

885,652.59

885,621.66

885,822.50

885,895.07

885,926.98

885,854.02

886,443.37

49+97.22

37+41.28

36+17.94

31+87.92

30+63.08

12+42.67

11+19.33

6+89.31

5+64.47

0+00

123.34

124.84

123.34

124.84

78.25

79.75

78.25

79.75

111.19

112.25

111.19

112.25

STA RAD TAN CORDLENGTH

89°27'23"

90°32'37"

89°27'23"

90°32'37"

NORTH EAST

DIKE CREST CENTERLINE ALIGNMENT

DELTA

NORTH EAST

DIKE PROPERTY CORNERS

10+00

35+00

7+00

8+00

9+00

11+00

32+00

33+00

34+00

36+00

.2

DIKE BYPASS DITCH CENTERLINE

887,940.92

887,658.89

887,475.17

887,394.40

887,579.11

886,521.88

886,508.14

886,477.04

886,490.77

886,474.50

1,011,681.21

1,012,336.87

1,012,257.84

1,012,440.81

1,012,522.35

1,012,055.64

1,012,086.75

1,012,073.02

1,012,041.91

1,012,078.77

20+43.26

13+29.51

10+13.45

0+59.70

0+06.29

0+00 115+00

120+00

113+00

114+00

116+00

117+00

118+00

119+00

PC STA.116+39.51

PT STA.116+74.27

PT STA.118+08.08

PC

STA.117+71.60

POE STA.120+13.37

101 BOUNDARY102 BOUNDARY

4 PI

3 PI

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

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N

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M A

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S

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E

S U

B M

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T E

D B

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D A

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C O

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C T N

O

C H

E C

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D B

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D R

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G D

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N S

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N O

F

D R

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G E

D M

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L M

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A O -7

M A

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D pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\01 General\G-07

J A

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A R

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A

P R

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O K

E E

C H

O B

E E W

A T

E R

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52 PT

30 PRC

26 PI

27 PI

21 POB

33 PC 32 PT

23 PC

50 PI

44 PT

36 PC

103 BOUNDARY 104 BOUNDARY

28 PC

31 RP

22 PI

24 RP

51 RP

49 PC

35 PT

34 PI

25 PT

42 PC

7 RP

10 RP 13 RP

16 RP

R

R 156'

R 156'

43 PI

R 156'

PROPERTY LINE

R 60' R 210'

R 190'

53 END

R 40'

ACCESS ROAD

CENTERLINE

PROPERTY LINE

DIKE CREST CENTERLINE ALIGNMENT

DIKE PERIMETER DITCH CENTERLINE

26 (ACCESS ROAD)

G-08

N E

R A

L

C O

N T

R O

L D

A T

A

GRAPHIC SCALE

N

-D

M M

A -O

-G

I0 c o n tr o l-

D M

M A .d g n

D

IK

E P

E R

IM

E T

E R D

IT

C H A

L

IG

N M

E N

T

M L

C

M R

J E

B

N /A

10 13

37 38 39 40

10+00

35+00

7+00

8+00

9+00

11+00

32+00

33+00

34+00

36+00

.2

2730 2522

5049 48 47 46

D M M A - O 7 351.00'

.6

.6

.4

.6

.6

.7

301.00'

224.00' 274.00'

.0

POINT DIS STA TAN CORDLENGTHNORTH EAST RADIUS DELTA

DIKE PERIMETER DITCH CENTERLINE

POINT DIS STA TAN CORDLENGTHNORTH EAST RADIUS DELTA

DIKE PERIMETER DITCH CENTERLINE

1,011,463.21

1,010,926.23

1,010,987.88

1,010,845.16

1,010,781.56

1,010,998.21

1,010,824.39

1,011,012.56

1,011,220.53

1,011,028.42

1,011,008.89

1,011,016.61

1,011,199.00

1,011,144.11

1,011,199.89

1,011,209.15

1,011,189.02

885,520.79

885,751.77

885,895.07

885,958.07

885,814.00

886,304.77

886,381.50

886,355.18

886,326.09

886,410.90

886,328.98

886,384.14

886,797.32

886,821.55

886,843.66

886,820.30

886,871.07

PI

PT

RP

PC

PI

PT

RP

PRC

RP

PC

PI

PI

PT

RP

PC

PI

POB

12+35.67

9+89.15

6+10.17

5+57.59

4+99.47

0+77.07

0+29.49

0+00

246.52

52.58

58.12

47.58

157.49

26.46

29.24

25.12

221.66

52.41

57.93

46.35

90°32'37"

15°51'22"

15°51'22"

45°26'21"

1,011,233.31

1,011,290.93

1,011,276.19

1,011,306.16

1,011,312.78

1,011,451.64

1,011,492.51

1,011,518.27

1,011,570.12

1,011,580.31

1,011,723.02

1,011,784.67

1,011,642.72

1,012,179.69

1,012,118.05

1,012,260.76

1,012,324.36

1,011,525.62

1,011,382.90

1,011,321.26

886,973.52

886,996.36

887,033.54

887,002.40

887,017.39

887,331.96

887,439.25

887,497.61

887,600.34

887,623.43

887,560.43

887,703.74

887,764.80

887,533.82

887,390.52

887,327.52

887,471.59

885,662.16

885,725.16

885,581.85

END

PT

RP

PI

PC

PI

PI

PI

PI

PT

RP

PC

PI

PT

RP

PC

PI

PT

RP

PC

54+05.63

53+43.65

53+12.54

49+68.69

48+53.88

47+90.08

46+75.01

46+49.77

44+06.20

39+76.18

37+29.66

19+09.25

16+65.69

31.11

243.56

246.52

243.56

16.39

154.53

157.48

154.52

30.33

219.57

221.66

219.56

44°33'42"

89°27'23"

90°32'37"

89°27'23"

.0

115+00

120+00

113+00

114+00

116+00

117+00

118+00

119+00

PC STA.116+39.51

PT STA.116+74.27

PT STA.118+08.08

PC

STA.117+71.60

POE STA.120+13.37

38 PT

101 BOUNDARY102 BOUNDARY

29 RP

41 PT

40 PI

37 PI

39 PC

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CONTROL POINTS

DISCRIPTION

CONTROL POINTS

DISCRIPTION

CONTROL POINTS

POINT (Y) NORTHING(X) EASTING POINT (Y) NORTHING(X) EASTING POINT DISCRIPTIONPOINT (Y) NORTHING(X) EASTING

D M M A - O 7

886,874.76

886,917.60

886,947.22

886,964.22

886,987.06

887,013.35

887,327.94

887,434.75

887,492.82

887,596.24

887,589.82

887,481.81

887,423.74

887,321.47

886,888.35

886,755.85

886,756.19

886,441.38

886,419.13

886,400.45

1,011,198.32

1,011,181.03

1,011,194.11

1,011,236.99

1,011,294.61

1,011,321.93

1,011,460.80

1,011,503.42

1,011,529.06

1,011,579.34

1,011,593.89

1,011,554.00

1,011,528.36

1,011,475.44

1,011,287.52

1,011,225.75

1,011,209.26

1,011,070.29

1,011,066.84

1,011,068.87

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

WEIR BENCH

WEIR BENCH

WEIR BENCH

WEIR BENCH

1,011,668.81

1,011,648.61

1,011,625.38

1,011,645.57

887,423.99

887,378.25

887,388.51

887,434.25

ROAD

ROAD

ROAD RP

ROAD

ROAD

ROAD

1,011,336.57

1,010,854.31

1,011,007.36

1,011,022.46

1,011,037.57

1,011,208.15

887,006.89

885,954.03

886,300.73

886,353.80

886,406.86

886,793.28

886,382.89

886,405.14

886,423.81

886,476.32

886,475.98

886,509.00

886,476.01

886,462.93

1,011,108.66

1,011,112.11

1,011,110.09

1,011,133.27

1,011,149.76

1,011,180.73

1,011,175.61

1,011,177.03

RAMP

RAMP

RAMP

RAMP

RAMP

RAMP

RAMP

RAMP

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

TOE SLOPE

TOE SLOPE

TOE SLOPE

RAMP

RAMP

RAMP

RAMP

1,010,814.37

1,011,023.20

1,011,049.94

1,011,160.62

1,011,164.69

1,011,184.88

1,011,195.13

1,011,580.81

1,011,652.11

1,011,236.03

1,011,241.15

1,011,239.74

1,011,024.67

1,011,041.16

1,011,153.84

1,011,137.35

886,764.11

886,843.53

886,851.32

886,870.41

886,915.25

886,960.99

886,984.21

887,843.05

888,004.60

886,436.88

886,469.88

886,482.96

885,995.76

885,995.43

886,410.40

886,410.73

101 BOUNDARY102 BOUNDARY

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DIKE TOE

DITCH TOP

CL DIKE CREST

R 60'

R 40'

SECURITY FENCE

R 60'

26 (ACCESS ROAD)

(DIKE) 66

R 10' R 10'

ACCESS ROAD CENTERLINE

G-10

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GRAPHIC SCALE

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DISCRIPTION DISCRIPTION DISCRIPTIONPOINT (Y) NORTHING(X) EASTING POINT (Y) NORTHING(X) EASTING POINT (Y) NORTHING(X) EASTING

PC

STA.117+67.47

PT STA.118+03.94

PERIMETER ROAD

RAMP

ROAD

ROAD

ROAD

1,011,287.52

1,011,225.75

1,011,209.26

886,888.35

886,755.85

886,756.19

ROAD1,011,336.57887,006.8987

DITCH CL PT

DITCH CL RP

DITCH CL PC

DITCH CL PI

DITCH CL

1,011,199.00

1,011,144.11

1,011,199.89

1,011,209.15

1,011,189.02

886,797.32

886,821.55

886,843.66

886,820.30

886,871.07

DITCH CL

DITCH CL PT

DITCH CL RP

DITCH CL PI

DITCH CL PC

1,011,233.31

1,011,290.93

1,011,276.19

1,011,306.16

1,011,312.78

886,973.52

886,996.36

887,033.54

887,002.40

887,017.39

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

1,011,023.20

1,011,049.94

1,011,160.62

1,011,164.69

1,011,184.88

1,011,195.13

886,843.53

886,851.32

886,870.41

886,915.25

886,960.99

886,984.21

PI

PI

1,011,232.03

1,011,080.85

886,913.18

886,978.54

PT

RP

PC

1,011,097.89

1,011,074.08

1,011,062.62

886,971.17

886,916.09

886,974.99

SITE ENTRANCE SITE ENTRANCE ACCESS ROAD CL

POE STA.120+13.37

120+00

119+04.14

11+700

1,011,208.15

1,011,209.18

1,011,198.32

1,011,182.33

1,011,192.95

1,011,236.99

1,011,294.61

1,011,321.93

886,793.28

886,847.34

886,874.76

886,920.54

886,944.62

886,964.22

886,987.06

887,013.35

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

ROAD

119+00

118+00

CL PERIMETER DITCH

DITCH TOP

BERM

BERM TOP

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SOUTH INV=8.28

NORTH INV=8.28

60" CMP

O-7 DREDGED MATERIAL MANAGEMENT AREA PROPERTY BOUNDARY

200'100'0100'

V-01

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GRAPHIC SCALE

NOTES:

TO NAVD88 PERFORMED DECEMBER 2015.

NOVEMBER 1999 TO NGVD 1929 DATUM. CONVERSION

2. TOPOGRAPHIC SURVEY ORIGINALLY CONDUCTED IN

GENERAL NOTES.

1. SEE DRAWING G-04 FOR PROJECT OVERVIEW AND

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15 15 15 15 15

151515

15 15 15 15 15 1515151515

15 15 15 15 15 15

15 15 151515

15 15 15

15151515 15 15 15 15 15

15 15 15 151515

15151515

15 15

15 15

15 1515

15151515

15 15 15 15

1515151515 15 15 15 15 15

15 15

15 15 15 15 1515

15 15

15 15 15 15 15

151515151515 15 15 15 15 15 1515151515

15 15 15

15 15 151515

1515151515 15 15 15 15 15

15 15 15 15 15 1515151515

1515151515 15 15 15 15 15

1515151515 15 15 15 15

15 15 15 15

151515

15151515 15 15 15 15 15

15 15 15 15 15 151515

15 15 15 1515151515

15 15 15 15 15151515

151515

15 15 15 15

151515

15 15 15 15

11 11

1313 13 1313

12 12

12 1212

14 14 14

16 16

161617 17

16 16

1717 16

16 16

171717 17 1713 13 13

1314 1416

16 16

131414

13 13

16 16

1212 12 14

13 1314 141616 16 16

17 17 17

1717 17

17 17 1717

17 17

17 17

121212

14 12

17 17 17

12 1212 1312

16 16

71717 17 17

131313 13 16 171717 17 17

14 16

1313 13

161616

16 16

1717 17 121213

13 13

14 14

1717 1713 13 1314

171717 17 17

161616

16 16

16 16

131414

12 12 121213 13

14 14

17 17

16 16

16 16

8 8

9 9 9 9 9

11 11

12 12

1313 13

12121212

12 12

12 12

12 12 x x x x x x x x x x x x x x x x x x x x x x x x x x x x

HEADWALL

SOUTH INV=10.31

NORTH INV=10.79

60" CMP

HEADWALL

WEST INV=9.85

EAST INV=10.60

36" CMP

DIRT ROAD

FENCE

BRID

GE

B-3

B-4

CB-2

CB-3

CB-5

CB-6 CB-8

CB-9

CB-11 CB-14

CB-15

CB-16

CB-19

CB-20

PD-2

PD-3

PD-4

PD-5

PD-6

PD-8

PD-9

PD-10

PD-11

PD-12

PD-13 PD-14

PD-15

PD-16

PD-17

PD-19

PD-20

PD-21

PD-22

PD-23

(BS-1)

CB-1

(BS-2)

CB-4

(BS-3)

CB-7

(BS-4)

CB-10

(BS-5)

CB-13

(PIEZ-1)

PD-1 (PIEZ-2)

PD-7

(PIEZ-3)

CB-12

(PIEZ-4)

PD-18

(PIEZ-5)

WS-1

BULK SAMPLE 6

A-26

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SURVEY NOTES FOR SURVEY 15-138

ORIGINAL REPORT SIGNED: HORACE WAYNE WALKER, JR, CFEDS, PLS

PROHIBITED.

BLANK. ANY ADDITIONS OR DELETIONS OF THIS VOLUME ARE STRICTLY

WITH A TITLE SHEET AND ENDING WITH A BLANK SHEET LEFT INTENTIONALLY

DIRECT SUPERVISION. THIS DOCUMENT CONTAINS 127 PAGES BEGINNING

STATE THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY

8. SURVEYORS CERTIFICATION: I, HORACE WAYNE WALKER, JR, HEREBY

ROADWAY EASEMENT TO THE WEST SIDE OF THE ROADWAY EASEMENT.

AN INTERVAL OF 50 FEET AND EXTENDING FROM THE EAST SIDE OF THE

SECTIONS FOR STATIONS 105+50 THROUGH 110+50 WERE COLLECTED AT

TERMINATE 50 FEET WESTERLY OF THE ROADWAY CENTERLINE. CROSS

CANAL BEGINNING 50 FEET EASTERLY OF THE ROADWAY CENTERLINE AND

CREEK BANK AT AN INTERVAL OF 25 FEET ALONG THE EXISTING IRRIGATION

9 AND 8) AND ALSO COLLECTING CROSS SECTIONS FROM CREEK BANK TO

ENDING AT STATION 119+78, ADDITIONAL 7 CROSS SECTIONS (1, 3, 4, 5, 7,

E. IRRIGATION CANAL: CONSISTS OF BEGINNING AT STATION 116+00 AND

THE WEST SIDE OF THE ROADWAY EASEMENT.

AND EXTENDING FROM THE EAST SIDE OF THE ROADWAY EASEMENT TO

105+50 THROUGH 110+50 WERE COLLECTED AT AN INTERVAL OF 50 FEET

EDGE OF THE ROADWAY EASEMENT. CROSS SECTIONS FOR STATIONS

ROADWAY EASEMENT AND TERMINATE 50 FEET WEST OF THE WESTERLY

CREEK BEGINNING 25 FEET EASTERLY OF THE EASTERLY EDGE OF THE

TO CREEK BANK AT AN INTERVAL OF 25 FEET ALONG THE EXISTING HOG

21, AND 22) AND ALSO COLLECTING CROSS SECTIONS FROM CREEK BANK

AT STATION 110+50, ADDITIONAL 8 CROSS SECTIONS (13, 16, 17, 18, 19, 20,

D. HOG CREEK: CONSISTS OF BEGINNING AT STATION 105+50 AND ENDING

75 FEET EACH SIDE OF THE PLANNED PROFILE LINE.

100 FEET AOI BEING PERPENDICULAR TO THE USACE PROVIDED SITE PLAN.

STATION 81+50. CROSS SECTIONS WERE COLLECTED AT AN INTERVAL OF

C. ENTRANCE 3: CONSISTS OF BEGINNING AT STATION 77+50 AND ENDING AT

PLAN. 75 FEET EACH SIDE OF THE PLANNED PROFILE LINE.

OF 100 FEET AOI BEING PERPENDICULAR TO THE USACE PROVIDED SITE

AT STATION 43+00. CROSS SECTIONS WERE COLLECTED AT AN INTERVAL

B. ENTRANCE 2: CONSISTS OF BEGINNING AT STATION 22+00 AND ENDING

PLAN. 75 FEET EACH SIDE OF THE PLANNED PROFILE LINE.

OF 100 FEET AOI BEING PERPENDICULAR TO THE USACE PROVIDED SITE

AT STATION 14+00. CROSS SECTIONS WERE COLLECTED AT AN INTERVAL

A. ENTRANCE 1: CONSISTS OF BEGINNING AT STATION 10+00 AND ENDING

AND WILL BE DESCRIBED AS FOLLOWS:

5. THE TOPOGRAPHIC SURVEY WAS DIVIDED INTO 5 AREAS OF INTEREST

OCTOBER 13, 2015.

4. DATA WAS COLLECTED BETWEEN THE DATES SEPTEMBER 28, 2015 AND

UNTIL THE COMPLETION OF THE FIELD SURVEY.

THE SITE, THE FIELD CREW CONTINUED TO COORDINATE ENTRY EVERY DAY

ACCESS THE DMMA 07 SITE USING THE PRIVATE FARM ROADS. WHILE UPON

3. RIGHT OF ENTRY WAS GRANTED BY THE ADJACENT PROPERTY OWNER TO

SURVEY FEET, AND NAVD88 (GEOID12B), U.S. SURVEY FEET.

PLANE COORDINATE SYSTEM (SPCS), REFERENCED TO NAD83 (2011), U.S.

2. DATA OBTAINED BY THIS SURVEY IS REPORTED IN THE FLORIDA EAST STATE

INFORMATION FOR THE DMMA 07 SITE ROAD AND BRIDGE ENGINEERING.

THE TOPOGRAPHIC SURVEY IS TO BE USED IN CONJUNCTION WITH OTHER

DMMA 07 TOPOGRAPHIC SURVEY LOCATED IN MARTIN COUNTY, FLORIDA.

ARMY CORPS OF ENGINEERS SCOPE OF WORK FOR SURVEY #15-138

1. A TOPOGRAPHIC SURVEY WAS CONDUCTED AS OUTLINED IN THE US

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SEE NOTE 6

EXISTING IRRIGATION CANAL

SEE NOTE 4

REMOVE EXISTING CONTROL STUCTURE

15 15 15 15 15

151515

15 15

15 15 151515

15 15 15

15 15

15 1515 15151515

15 15

15 15 15 15 15

151515151515 15 15 15 15 15 1515151515

15 15

1515151515

1515151515 15 15 15 15

15151515 15 15 15 15 15

15 15 15 15 15 151515

15 1515 15 15

151515

15 15 15 15

15 15 15 15

SEE NOTE 6

EXISTING IRRIGATION CANAL

14 14 14

16 16

161617 17

171713

131414

16 16

1212 12 14

17 17

121214 12

1717 17 121213

13 13

14 14

1717 1713 13 1314

171717 17 17

161616

16 16

16 16

12 12 121213 13

14 14

17 17

16 16

16 16

9 9 9 9 9

11 11

12 12

1313 13

12 12

LOCATION (SEE NOTE 3)

CONTAINER APPROX.

WEIR BOARD STORAGE

CANTILEVER GATE

30-FT. WIDE DOUBLE

GEOTECHNICAL BORING (TYP.)

2' WIDE FLAT BOTTOM

PERIMETER DITCH

DMMA O-7 PROPERTY BOUNDARY

SET FENCE ON DITCH PLUG

SET FENCE ON DITCH PLUG.

SEE NOTE 5

PLUG EXISTING DITCH

FENCE CORNER

LOCATE 5 FT. FROM

CANTILEVER GATE

20 FT. SINGLE PANEL

STRIPPING, AND GRADING LIMITS

DMMA CLEARING AND GRUBBING,

SEE NOTE 5

PLUG EXISTING DITCH

10+00

35+00

7+00

8+00

9+00

11+00

32+00

33+00

34+00

36+00

.2

2 4 .0

34+00

A1

C-05

E1

C-05

A1

C-06

E1

C-06

200'100'0100'

C-01

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GRAPHIC SCALE

30'

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A T

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W A

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MW

MW

MWMW

MW MW

B-3

B-4

CB-2

CB-3

CB-5

CB-6 CB-8

CB-9

CB-11 CB-14

CB-15

CB-16

CB-19

CB-20

PD-2

PD-3

PD-4

PD-5

PD-6

PD-8

PD-9

PD-10

PD-11

PD-12

PD-13 PD-14

PD-15

PD-16

PD-17

PD-19

PD-20

PD-21

PD-22

PD-23

(BS-1)

CB-1

(BS-2)

CB-4

(BS-3)

CB-7

(BS-4)

CB-10

(BS-5)

CB-13

(PIEZ-1)

PD-1 (PIEZ-2)

PD-7

(PIEZ-3)

CB-12

(PIEZ-4)

PD-18

(SEE SHEET C-04)

WEIR STRUCTURE

15' WIDE DIKE CREST

O-7 DREDGED MATERIAL MANAGEMENT AREA PROPERTY BOUNDARY

SECURITY FENCE

SEE DETAIL A1 SHEET C-14

12' WIDE STABILIZED SHELLROCK ROAD

1 FOOT INSIDE PROPERTY BOUNDARY, TYPICAL

SECURITY FENCE

SEE DETAIL E1 SHEET C-14

WITH 1V:3H SIDE SLOPE

16' WIDE @ 1V:20H SLOPE

INNER DIKE RAMP

SEE DETAIL E1 SHEET C-14

WITH 1V:3H SIDE SLOPE

16' WIDE @ 1V:20H SLOPE

OUTER DIKE RAMP

WEIR OUTFALL

SEE NOTE 2

MONITORING WELL #5

SEE SHEET C-03

PERIMETER DITCH OUTFALL

SEE SHEET C-03

PERIMETER DITCH OUTFALL

SEE NOTE 2

MONITORING WELL #6

SEE NOTE 2

WELL #4

MONITORING

SEE NOTE 2

WELL #1

MONITORING

ACCESS ROAD

BULK SAMPLE 6

A-26

RIPRAP PAD

SEE NOTE 2

WELL #2

MONITORING

SEE NOTE 2

WELL #3

MONITORING

SOIL STOCKPILING AREA

CONTRACTOR STAGING AND

D M M A - O 7

THIS AREA

NO DRAINAGE BLANKET

NO DRAINAGE BLANKET THIS AREA

(P

IE

Z- 5)

W S-

(BS-5)

CB-13

NOTES:

BY THE CONTRACTING OFFICER.

EXACT LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED

3. APPROXIMATE LOCATION OF WEIR STORAGE CONTAINER SHOWN.

CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGING WELLS.

BE INSTALLED BY OTHERS PRIOR TO THE START OF CONSTRUCTION.

2. APPROXIMATE MONITORING WELL LOCATIONS SHOWN. WELLS TO

FURTHER DETAILS.

WITH. SEE SECTION 00 31 32 "GEOTECHNICAL DATA REPORT" FOR

PARENTHESES WITH THE CORE BORINGS THEY ARE ASSOCIATED

1. BULK SOIL SAMPLE AND PIEZOMETER LOCATIONS ARE SHOWN IN

CONTRACTING OFFICER.

CANAL. EXACT LOCATION OF DISCHARGE POINT IS SUBJECT TO APPROVAL BY THE

6. DISCHARGE EFFLUENT FROM DEWATERING OPERATIONS INTO EXISTING IRRIGATION

O-7 PROPERTY BOUNDARY.

SUBPARAGRAPH 3.16.2. ALL FILL MATERIAL SHALL BE PLACED INSIDE THE DMMA

PLACE AND COMPACT MATERIAL IN ACCORDANCE WITH SECTION 35 41 00,

5. PLUG EXISTING DITCH USING FILL MATERIAL FROM WITHIN DMMA EXCAVATION.

SUBPARAGRAPH 3.16.2.

RESULTING TRENCH AND COMPACT IN ACCORDANCE WITH SECTION 35 41 00,

4. REMOVE AND DISPOSE OF EXISTING CONTROL STUCTURE AND PIPING. BACKFILL

SEE NOTE 5

PLUG EXISTING DITCH

15 15 15 15 15

151515

15 15

15 15 151515

15 15 15

15 15

15 1515 15151515

15 15

15 15 15 15 15

151515151515 15 15 15 15 15 1515151515

15 15

1515151515

1515151515 15 15 15 15

15151515 15 15 15 15 15

15 15 15 15 15 151515

15 1515 15 15

151515

15 15 15 15

15 15 15 15

14 14 14

16 16

161617 17

171713

131414

16 16

1212 12 14

17 17

121214 12

1717 17 121213

13 13

14 14

1717 1713 13 1314

171717 17 17

161616

16 16

16 16

12 12 121213 13

14 14

17 17

16 16

16 16

8 8

9 9 9 9 9

11 11

12 12

1313 13

12 12

10+00

35+00

7+00

8+00

9+00

11+00

32+00

33+00

34+00

36+00

.2

200'100'0100'

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O-7 DREDGED MATERIAL MANAGEMENT AREA PROPERTY BOUNDARY

EL. 30.00

15' WIDE DIKE CREST

OUTSIDE EDGE EL. 15.30

INSIDE EDGE EL. 15.50

12' WIDE STABILIZED SHELLROCK ROAD

BOTTOM EL. 12.20

2' WIDE FLAT BOTTOM WITH 3H:1V SIDE SLOPE

PERIMETER DITCH

16' WIDE @ 1V:20H SLOPE

INNER DIKE RAMP

16' WIDE @ 1V:20H SLOPE

OUTER DIKE RAMP

SECURITY FENCE

SECURITY FENCE

WEIR OUTFALLS

(SEE SHEET C-04)

WEIR STRUCTURES

EL. 12.80

WEIR CONCRETE PAD

SEE SHEET C-03 FOR GRADING AND PIPES

100' WIDE INGRESS / EGRESS EASEMENT

S-3

S-4

S-5

S-1

S-2

S-6

EXISTING IRRIGATION CANAL

ACCESS ROAD

AND GRADING LIMITS

GRUBBING, STRIPPING,

DMMA CLEARING AND

D M M A - 0 7

NOTE:

EL. 8.50

BASIN BOTTOM

15.40

15.30

12.20

15.50

15.50

12.20

15.40

15.40

12.20

15.30

15.50

15.50

12.20

15.30

15.40

15.50

12.20

15.30

15.40

15.50

12.20

15.40

15.30

15.50

15.20 12.20

15.30

15.40

17.87

17.60

12.20

15.30

17.87

17.60

12.20

15.30

15.50

12.20

15.30

12.20

15.40

15.30

15.50

15.40

12.20

15.30

15.50

OVERVIEW AND GENERAL NOTES.

1. SEE DRAWING G-04 FOR PROJECT

15.40

15.50

15.20

15.20

15.20

15.20 15.20 15.20

15.20

15.20

15.20

15.20

15.20

20 20

25 25

16 16

14 16

15 10

5 6

2 161

5 1

0 1

4 19

6 8

6 18

15 15 15

6 179

13 14

10 10 10 101

99 1112

6 67 7

77 8 8

88 9

15151515

17 1716

9 9 11 12

15 15

12 1313 14

6 1314

1213 1416 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\05 Civil\C-03

C-03

50'25'025'

A

SHEET IDGRAPHIC SCALE

98 LF OF 48"RCP @ 0.1%

NOTES

STONE FROM BOTTOM TO MID-DIAMETER.

1. SURROUND CULVERTS WITH 6-INCH THICKNESS OF BEDDING

D R

E D

G E

D M

A T

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L M

A N

A G

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T A

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A O -7

G R

A D

IN

G P

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E D

E T

A

IL

M A

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IN

C

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ID

A

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C H

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W A

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C O

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T R

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E

C

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IL

B

U .S

A R

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O R

P S O

F E

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IN

E E

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C

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A N M

A R

C O B

L V

D

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S O

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J A

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S O

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L E F

L

118+00 (SEE SHEETS R-09 THRU R-14)

INV. = 6.50

PER FDOT INDEX 272

48" MES

S-5

D E

S

IG

N E

D B

Y

S

IZ

E

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

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D R

A W

N B

Y

A N

S I-

D

M L

C

M R

J E

B

N /A

D

F

IL

E N

A M

(SEE SHEETS R-09 THRU R-14)

INV. = 6.40

PER FDOT INDEX 272

48" MES

S-6

-D

M M

A -O

-C

S g ra d in g .d g n

(SEE SHEETS R-09 THRU R-14)

INV. = 8.00

PER FDOT INDEX 272

36" MES

S-4

S O

L

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N N

O

C O

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C T N

O

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A T

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D R

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G D

A T

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W E

P -1

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N /A

J A

N U

A R

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A

P R

IL

49 LF OF 36" RCP @ 0.20%

(SEE SHEETS R-09 THRU R-14)

INV. = 8.00

PER FDOT INDEX 272

36" MES

S-2

49 LF OF 36" RCP @ 0.20%

.7

119+04.14 119+00

M A

R K

SEE SHEET C-13

PIPE INV = 8.10

WEIR INV. = 12.20

DITCH BOTTOM INLET TYPE "E"

FDOT INDEX 232 MODIFIED STRUCTURE

S-1

16.76

17.00

.2

D E

S C

R

IP

T

IO

.4

DIRT ROAD

EXISTING AGRICULTURAL

SEE SHEET C-13

PIPE INV. = 8.10

WEIR INV. = 12.20

DITCH BOTTOM INLET TYPE "E"

FDOT INDEX 232 MODIFIED STRUCTURE

S-3

15.40

15.20

.3

12.20 15.30

.2

.2

15.20

F

120+00

SLOPES

L

O P

E

5%

D A

T E

16' WIDE @ 1V:20H SLOPE

OUTER DIKE RAMP

®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

12.20 12.20

12.20 12.20

15.30 15.30

15.30 15.30

15.20 15.20

15.20 15.20

15.40 15.40

15.40 15.40

15.50 15.50

15.50 15.50 15.50 16.50

16 16

INV. 12.2

FLAT BOTTOM PERIMETER DITCH

ALUMINUM GANGWAY

GRADED EARTHEN BENCH

PIPE ANCHORAGE

CONCRETE FOUNDATION

ALUMINUM GANGWAY

PIPE ANCHORAGE

ALUMINUM FLOATING DOCK

CONCRETE FOUNDATION

STEEL BOX WEIR STRUCTURE

END CONNECTOR

CONCRETE FOUNDATION

21.5 R STRUCTURE

STEEL BOX WEIR

21.5 R

PIPE INV. 12.70

STEEL BOX WEIR STRUCTURE

ALUMINUM FLOATING DOCK

END CONNECTOR - PIPE INV. 13.40

CONCRETE FOUNDATION

RIP-RAP

SEE DETAIL A1, SHEET C-14

STABILIZED SHELLROCK PERIMETER ROAD

FOLD EDGES INTO RIPRAP

FIELD FIT AS NECESSARY

GEOTEXTILE UNDERLAYMENT

2' THICK RIPRAP

9" THICK BEDDING STONE

EXISTING GRADE

ENCASE 47 LF OF 18" THICK COARSE FILTER MATERAL ON ALL SIDES

D1

A1

N

0 10' 20'

0 10' 20'0 10' 20' C-04

IL

SCALE: 1" = 10'

SCALE: HORZONTAL 1" = 10' - VERTICAL 1" = 10'

PLAN - WEIR

CROSS SECTION - WEIR

C-04

A1

C-04

A1

-D

M M

A -0

-C

S c s x .d g n

HORIZONTAL VERTICAL

P L

A N A

N D C

R O

S S S

E C

T

IO

N

W

IE

R

STA. 39+03.00

STA. 39+37.00

M L

C

M R

J E

B

N /A

-2

-4

E L E

V A

T

IO

N I

N F

E E

T

(N

A V

D

0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100-110-120-130

-2

-4

E L E

V A

T

IO

N I

N F

E E

T

(N

A V

D

39+20.11

CL

ELEV. 30.00

WEIR CREST ELEV. 26.8

STABILIZED SHELLROCK PERIMETER ROAD

.5

.5

.5

.5

.5

.5

59.1' 25.4' 21.5'

66.5'

5.5'5.5'

ELEV. 17.87

ELEV. 17.60

GRADED EARTHEN BENCH

STA. 39+20.11

142 LF - 30" ID HDPE PIPE @ 0.49% SLOPE

142 LF - 30" ID HDPE PIPE @ 0.49% SLOPE

INV. 12.2

FLAT BOTTOM PERIMETER DITCH

2'

15'

ELEV. 8.5

STA. 39+00.00

STA. 39+07.19 OFFSET 3.0'

STA. 39+03.19 OFFSET 3.0'

ELEV. 15.40

WEIR PAD ELEV. 12.80

3.0'

STA. 39+20.11

(2) 142 LF -2 - 30"ID HDPE PIPES @ 0.49% SLOPE

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D pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\05 Civil\C-04

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PRIOR TO DIKE CONSTRUCTION

GROUND SCARIFIED JUST

TOPSOIL SHALL BE STRIPPED AND

EXISTING GRADE

PRIOR TO DIKE CONSTRUCTION

GROUND SCARIFIED JUST

TOPSOIL SHALL BE STRIPPED AND

EXISTING GRADE

SEE DETAIL E6 ON SHEET C-14

DRAINAGE BLANKET EXISTING GRADE

6" OF TOPSOIL

CENTERLINE PERIMETER DITCH

DMMA BOTTOM

DESIGN DIKE SURFACE

DESIGN DIKE SURFACE

CENTERLINE DIKE CREST

SEE DETAIL A1, SHEET C-14

STABILIZED SHELLROCK PERIMETER ROAD

EXISTING GRADE

6" OF TOPSOIL

SEE DETAIL E6 ON SHEET C-14

DRAINAGE BLANKET

CENTERLINE PERIMETER DITCH

SEE DETAIL A1, SHEET C-14

STABILIZED SHELLROCK PERIMETER ROAD

DMMA BOTTOM

DESIGN DIKE SURFACE

CENTERLINE DIKE CREST

DESIGN DIKE SURFACE

SOD AREA

SOD AREA

SEE NOTE 1.

6" OF TOPSOIL

SEE NOTE 1.

6" OF TOPSOIL

SEE NOTE 1.

6" OF TOPSOIL

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

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IN ALL GRASSED AREAS.

1. PLACE 6-INCH LAYER OF TOPSOIL

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A1 SCALE: HORIZONTAL 1"=10' - VERTICAL 1"-10'

HORIZONTAL VERTICAL

HORIZONTAL VERTICAL

SCALE: HORIZONTAL 1"=10' - VERTICAL 1"-10'E1

DIKE SECTION

TYPICAL DIKE SECTION

0 10' 20' 0 10' 20'

0 10' 20' 0 10' 20'

NO SLOPE

NO SLOPE

12' 2'2'

INTERIOR OF DMMA

ELEV. 8.5

45' WIDE

INTERIOR OF DMMA

ELEV. 8.5

EL. 30.0'

312' 2'2'

EL. 12.20'

EL. 30.0'

15'

EL. 12.20'

ELEV. 12.8

BEGIN SOD

ELEV. 12.8

BEGIN SOD

2'

2'

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D pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Disposal Area\DMMA O-7 Construction\070 - Plans\05 Civil\C-05

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PRIOR TO DIKE CONSTRUCTION

GROUND SCARIFIED JUST

TOPSOIL SHALL BE STRIPPED AND

EXISTING GRADE

DMMA BOTTOM

DESIGN DIKE SURFACE

CENTERLINE DIKE CREST

DESIGN DIKE SURFACE

EXISTING GRADE

PRIOR TO DIKE CONSTRUCTION

GROUND SCARIFIED JUST

TOPSOIL SHALL BE STRIPPED AND

EXISTING GRADE

6" OF TOPSOIL

SEE DETAIL E6 ON SHEET C-14

DRAINAGE BLANKET

CENTERLINE PERIMETER DITCH

SEE DETAIL A1, SHEET C-14

STABILIZED SHELLROCK PERIMETER ROAD

DMMA BOTTOM

6" OF TOPSOIL

DIKE EXTERIOR

DESIGN

SEE DETAIL E6 ON SHEET C-14

DRAINAGE BLANKET

DESIGN DIKE SURFACE

CENTERLINE DIKE CREST

SEE DETAIL A1, SHEET C-14

STABILIZED SHELLROCK PERIMETER ROAD

ACCESS ROAD DMMA ENTRANCE AREA PERIMETER ROAD

SOD AREA

SOD AREA

SEE NOTE 1.

6" OF TOPSOIL

SEE NOTE 1.

6" OF TOPSOIL

LIMITS OF CONSTRUCTION

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ON ALL GRASSED AREAS.

1. PLACE 6-INCH LAYER OF TOPSOIL

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A1

HORIZONTAL VERTICAL

SCALE: HORIZONTAL 1"=10' - VERTICAL 1"-10'

HORIZONTAL VERTICAL

SCALE: HORIZONTAL 1"=10' - VERTICAL 1"-10'E1

12' 2'2'

DIKE SECTION

DIKE SECTION

NO SLOPE

0 10' 20' 0 10' 20'

0 10' 20' 0 10' 20'

S T

A .2

15'

NO SLOPE

INTERIOR OF DMMA

INTERIOR OF DMMA

ELEV. 8.5

EL. 30.0'

EL. 30.0'

ELEV. 8.5

EL. 12.20'

S T

A .1

15'

ELEV. 12.8

BEGIN SOD

ELEV. 12.8

BEGIN SOD

2'

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