B.08.02 Plans, Broward Seg III.pdf

PDF 20 MB Posted Dec 23, 2020

Attached to: SHORE PROTECTION PROJECT, SEGMENT III BEACH RENOURISHMENT 2020-2021, BROWARD COUNTY, FLORIDA
Solicitation number: W912EP21B0002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract solicitation for shore protection and beach renourishment services in Broward County, Florida. The U.S. Army Corps of Engineers seeks bids to renourish 7.3 miles of critically eroded shoreline south of Port Everglades Inlet in two placement areas totaling 7.3 miles. Services include supplying sand from an upland mine via truck haul and placing it to construct beach fill templates with specifications between elevation +5.4 to +8.4 feet. Additional work involves dune and vegetation construction, as well as vibration, environmental species, and turbidity monitoring. Bids are due January 22, 2021. The magnitude of construction is estimated between $50-60 million. All responsible vendors can participate in this unrestricted acquisition, with registration required on SAM.gov to receive solicitation amendments and be eligible for award.

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Other files

File	Type	Posted
W912EP21B0002 Bid Abstract Broward Segment III.pdf	PDF	Jan 22, 2021
W912EP21B0002 Amendment 0001.pdf	PDF	Jan 13, 2021
B.07.01 Broward Segment III- Pre Bid Site Visit Memo (Signed).pdf	PDF	Jan 11, 2021
B.08.02 Specs Vol. 1, Broward Seg III.pdf	PDF	Dec 23, 2020
B.08.02 Specs Vol. 2, Broward Seg III.pdf	PDF	Dec 23, 2020

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JACKSONVILLE DISTRICT

A T L A N T I C O C E A N

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

B R O W A R D C O U N T Y

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03 PROJECT OVERVIEW

CIVIL

SHEET TITLESHEET ID

G-01

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N E

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H S

B V -G

I0 c o v e r.

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M I A M I - D A D E C O U N T Y

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C T L

FORT LAUDERDALE

INTERNATIONAL AIRPORT

FORT LAUDERDALE

CITY OF HOLLYWOOD

CITY OF HALLANDALE

CITY OF DANIA BEACH

CONTROL DATA

BEACH FILL PLAN

E N T R A N C E C H A N N E L

P O R T E V E R G L A D E S

C-28 PAYMENT AND ACCEPTANCE PROFILES

BEACH CROSS SECTIONS

C-01 TO C-27

C-30

SHORE PROTECTION PROJECT

SEGMENT III BEACH RENOURISHMENT

BROWARD COUNTY, FLORIDA

2020-2021

W912EP21B0002

C-29 TYPICAL CROSS SECTION

DUNE PROFILES, VEGETATION, AND PLANTING

of Engineers

US Army Corps

SOLICITATION NO.:

ABBREVIATIONS, SYMBOLS AND NOTES

C-31 TO C-37

G-04 TO G-08

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TERMS AND ABBREVIATIONS

DISCIPLINE DESIGNATOR

1 on 20

FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

FILL SLOPE INDICATOR SYMBOL

WITH AZMITH BEARING

FDEP RANGE MONUMENT

P23

P24

GENERAL NOTES

WITH STATIONING

CONSTRUCTION BASELINE POINT

WITH STATIONING

EROSION CONTROL LINE / POINT

EROSION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL

RANGE LINE MONUMENT

WITH NOTATION

EXISTING CONTOUR LINE

(PLAN VIEW)

BEACH FILL AREA

STAGING AREA AND ACCESS

LOCATION FALLS OFF PAGE

EXISTING GRADE

BE CCAFS 27

(PROFILE VIEW)

BEACH FILL

SOUNDING / ELEV. 4.5 +4.8

R -6

4255-124

(CBL)

CONSTRUCTION BASELINE POINT

(ECL)

EROSION CONTROL POINT

PROJECT LEGEND

G-02

G E

N E

R A

-B

C S e g -G

I0 .d g n

ECL

CBL

MEAN HIGH WATER

CREST OF BERM

TOLERANCE OF TOE FILL

11 + 600

ONE WAY TRAFFIC DIRECTION

REFERENCE SYMBOL KEY

REDUCED TO FIT

C-12C-12

VIEWING PLANE

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

REDUCED TO FIT

SECTION NAME

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROFILE

PLAN VIEW DRAWING AREA

C-09

SURVEY NOTES - BEACH

VERT

VEG

USCG

USACE

TYP

TOS

TOL

TOB

STA

N.T.S.

NOAA

NAVD88

NAD83

MLW

MLLW

MHW

HORZ

FDOT

FDEP

EOB

EXIST

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

VEGETATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

EXISTING

ELEVATION

EROSION CONTROL LINE

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

IN COORDINATION WITH BROWARD COUNTY.

THROUGH DUNE SHALL BE FIELD DETERMINED BY THE CONTRACTING OFFICER

8. EXACT LOCATION OF VEHICULAR AND PEDESTRIAN ACCESS POINTS

OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU

EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND

NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY DATED 2019).

SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY

LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON

DUE TO MINOR DIFFERENCES IN THE BEARING.

ESTABLISHED AZIMUTHS OF FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY

(CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE. DISTANCES ALONG

FEATURES ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION BASELINE

5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE

ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET.

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND

SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE

DATUM OF 1983 (NAD83(2011)).

AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN

THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901),

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN

1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

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

DUNE FILL (NON-FEDERAL)

IDENTITY SYMBOL KEY

A B

B R

E V

N S S

Y M

B O

L S A

N D N

O T

E S

ABBREVIATIONS, SYMBOLS, AND NOTES

THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

FOR THE UPLAND AND WADING PORTIONS OF THE PROJECT.

6. RTK UNITS WERE USED TO COLLECT DATA ALONG RANGE LINES

5. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

DATE OF SURVEY OCTOBER 13, 2020 - OCTOBER 25, 2020

AN APPLANIX POSMV SURFMASTER.

WITH DUAL-FREQUENCY TRANSDUCER OPERATING AT 200/ 24 KHZ, AIDED BY

4. HYDROGRAPHIC MEASUREMENTS WERE MADE USING AN ODOM ECHOTRAC CV100

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH

1. REFER TO SURVEY NO. 20-265.

C - CIVIL

G - GENERAL

B03 - R-88

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-2

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

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

FT. LUDERDALE

WEST PALM BEACH

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-25

C-26

C-27

Y= 590000

Y= 600000

Y= 610000

Y= 620000

Y= 630000

Y= 640000

Y= 600000

Y= 610000

Y= 620000

Y= 630000

Y= 640000

A T L A N T I C O C E A N

G E

N E

R A

P R

O J E

C T O

V E

R V

3000' 6000'0

SOUTH JETTY

R-128

HALLANDALE BEACH

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

EAST DANIA BEACH BOULEVARD - A1A

SHERIDAN STREET

HOLLYWOOD BOULEVARD

HALLANDALE BEACH BOULEVARD

P O R T E V E R G L A D E S E N T R A N C E C H A N N E L

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

B R O W A R D C O U N T Y

M I A M I - D A D E C O U N T Y

G-03

-B

C S e g -G

I0 .d g n

DANIA BEACH

HOLLYWOOD BEACH

R-80

R-85

R-86

T-90

R-95

R-100

R-105

R-110

R-115

R-120T

R-125

R-128

ACCESS

P R O J E C

L I M I T S

B E

A C

B E

A C

H F

R-92

R-98.3

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING (X) EASTING

R-85

R-86

R-87

T-88

R-89

T-90

T-91

R-92

R-93

(DEGREES)

AZIMUTH

R-93

R-92

T-91

T-90

R-89

T-88

R-87

R-86

948,026.91

948,139.82

948,176.27

948,150.43

948,179.65

948,146.63

948,244.55

948,820.87

633,158.94

634,194.55

635,229.24

636,251.49

637,228.18

638,270.61

639,264.76

640,143.73

94°

RANGE MONUMENT CONTROL

AZIMUTHS ARE MEASURED FROM THE NORTH

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

PLAT BOOK 3, PAGE 49

R-86 TO R-101

EROSION CONTROL LINE

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

RECORDS OF BROWARD COUNTY, 22 SEPT 1975.

AND PLAT BOOK 3, PAGE 49,

FL-DEP "LABINS.ORG" FILE 0065.PDF

PB3-72

PB3-71

PB3-70

PB3-69

PB3-68

PB3-67

PB3-66

PB3-67

PB3-68

PB3-69

PB3-70

PB3-71

PB3-72

632,669.72

634,669.71

635,669.71

636,669.70

638,169.70

639,169.70

640,324.69

948,140.68

948,300.73

948,365.76

948,440.79

948,530.83

948,630.86

948,940.89

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

CONSTRUCTION BASELINE

PB3-72

BO3-02

BO3-03

BO3-04

BO3-R87

B03-T88

BO3-R89

BO3-T91

BO3-R92

BO3-01

634,187.29

635,219.26

637,213.18

638,252.89

639,249.76

639,461.81

639,680.18

639,864.60

639,979.81

640,324.69

948,243.61

948,318.96

948,394.13

948,400.01

948,459.03

948,512.45

948,590.69

948,677.82

948,749.39

948,940.89

STATION

92+053.11

91+018.39

89+023.06

87+983.33

86+984.71

86+766.04

86+534.08

86+330.11

86+194.48

85+800.00

BO3-R92

BO3-T91

BO3-R89

BO3-T88

BO3-R87

BO3-04

BO3-03

BO3-02

BO3-01

PB3-72

-B

C S e g -G

I0 .d g n

G-04

G E

N E

R A

C O

N T

R O

L D

A T

500' 1000'0

Y= 640000

Y= 635000

Y= 640000

EROSION CONTROL LINE

CONSTRUCTION BASELINE

MATCHLINE SHEET G-05 STA 93+800

HORIZONTAL AND VERTICAL CONTROL POINT

SURVEY CONTROL (20-265)

DESIGNATION PID NORTHING EASTING NAVD88

19.19

W311

R400

19.65

AD2439

AD2603

AD8004

AD2438

636322.06

699541.53

705368.63

636225.55

947851.32

955353.74

946364.34

947836.58

17.35

1.77

18.31

17.82

19.19

19.65

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

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\01 General\G-04

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-94

R-95

R-96

T-97

R-98

R-99

R-100

T-101

T-102

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING (X) EASTING (DEGREES)

AZIMUTH

RANGE MONUMENT CONTROL

AZIMUTHS ARE MEASURED FROM THE NORTH

947,410.23

947,568.10

947,679.08

947,751.54

947,706.96

947,681.19

947,832.78

947,858.61

947,945.80

624,152.00

625,146.19

626,288.05

627,278.34

628,227.34

629,304.02

630,255.39

631,243.86

632,194.92

T-102

T-101

R-100

R-99

R-98

T-97

R-96

R-95

R-94

95°

100°

92°

94°

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

RECORDS OF BROWARD COUNTY, 22 SEPT 1975.

AND PLAT BOOK 3, PAGE 49,

FL-DEP "LABINS.ORG" FILE 0065.PDF

947,677.44

947,870.68

948,033.55

947,962.98

947,980.59

948,075.63

625,359.13

626,847.94

628,230.93

628,790.65

629,669.72

631,169.72

PB3-1

PB3-61

PB3-62

PB3-63

PB3-64

PB3-65

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

FL-DEP "LABINS.ORG" FILE 0065.PDF

R-101 TO R-124

EROSION CONTROL LINE

PB3-65

PB3-64

PB3-63

PB3-62

PB3-61

PB3-1

0065-1

0065-2

0065-3

0065-4

0065-3

0065-2

0065-1

624,376.00

624,872.15

625,355.99

625,356.02

947,582.03

947,651.55

947,713.26

947,713.28

R-86 TO R-101

EROSION CONTROL LINE

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

CONSTRUCTION BASELINE

BO3-R94

BO3-R98

BO3-R99

BO3-R100

B03-T101

BO3-T102

B03-T101

BO3-R100

BO3-R99

BO3-R98

BO3-R94

624,148.46

625,145.32

626,288.05

627,278.34

628,209.19

632,188.97

947,450.63

947,578.03

947,679.08

947,751.54

947,809.86

948,030.77

STATION

102+126.41

101+121.44

99+974.25

98+981.32

98+048.64

94+062.73

G-05

G E

N E

R A

C O

N T

R O

L D

A T

500' 1000'0

Y= 630000

Y= 625000

EROSION CONTROL LINE

CONSTRUCTION BASELINE

MATCHLINE SHEET G-06 STA 102+400

MATCHLINE SHEET G-04 STA 93+800

-B

C S e g -G

I0 .d g n

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\01 General\G-05

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-103

R-104

R-105

R-106

R-107

R-108

R-109

R-110

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING (X) EASTING (DEGREES)

AZIMUTH

RANGE MONUMENT CONTROL

AZIMUTHS ARE MEASURED FROM THE NORTH

95°

946,828.38

946,892.75

946,957.08

946,989.61

947,069.52

947,101.17

947,184.88

947,279.73

616,034.13

617,100.93

618,139.58

619,169.99

620,134.01

621,126.66

622,113.68

623,137.76

R-110

R-109

R-108

R-107

R-106

R-105

R-104

R-103

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

FL-DEP "LABINS.ORG" FILE 0065.PDF

R-101 TO R-124

EROSION CONTROL LINE

946,941.78

946,945.41

946,963.82

946,995.11

947,011.70

947,048.35

947,080.41

947,116.25

947,160.63

947,176.37

947,209.96

947,239.90

947,259.87

947,312.23

947,339.64

947,389.24

947,452.82

947,518.95

615,384.99

615,885.51

616,385.30

616,883.20

617,383.14

617,881.82

618,380.79

618,879.58

619,377.80

619,877.79

620,377.73

620,876.83

621,376.56

621,856.19

622,358.04

622,856.90

623,353.88

623,887.43

0065-22

0065-21

0065-20

0065-19

0065-18

0065-17

0065-16

0065-15

0065-14

0065-13

0065-12

0065-11

0065-10

0065-9

0065-8

0065-7

0065-6

0065-5

0065-6

0065-7

0065-8

0065-9

0065-10

0065-11

0065-12

0065-13

0065-14

0065-15

0065-16

0065-17

0065-18

0065-19

0065-20

0065-21

0065-22

BO3-T102

BO3-R103

BO3-R106

BO3-R107

BO3-R108

BO3-R109

BO3-R110

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

CONSTRUCTION BASELINE

STATION

BO3-R110

BO3-R109

BO3-R108

BO3-R107

BO3-R106

BO3-R103

616,030.79

617,097.90

618,136.46

619,163.73

620,128.74

623,131.12

946,866.52

946,927.35

946,992.66

947,061.16

947,129.78

947,355.59

110+265.49

109+196.65

108+156.03

107+126.49

106+159.04

103+148.18

-B

C S e g -G

I0 .d g n

G-06

G E

N E

R A

C O

N T

R O

L D

A T

500' 1000'0

Y= 615000

Y= 620000

EROSION CONTROL LINE

CONSTRUCTION BASELINE

MATCHLINE SHEET G-07 STA 111+000

MATCHLINE SHEET G-05 STA 102+400

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\01 General\G-06

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

T-111

T-112

R-113

T-114

R-115

R-116

R-117

R-118

R-119

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING (X) EASTING (DEGREES)

AZIMUTH

RANGE MONUMENT CONTROL

AZIMUTHS ARE MEASURED FROM THE NORTH

95°

946,382.00

946,368.23

946,441.46

946,561.14

946,625.00

946,635.31

946,708.70

946,730.33

946,779.88

606,982.25

607,985.22

609,066.25

610,055.90

611,059.81

612,110.91

613,081.90

614,013.01

615,040.41

R-119

R-118

R-117

R-116

R-115

T-114

R-113

T-112

T-111

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

FL-DEP "LABINS.ORG" FILE 0065.PDF

R-101 TO R-124

EROSION CONTROL LINE

0065-40

0065-39

0065-38

0065-37

0065-36

0065-35

0065-34

0065-33

0065-32

0065-31

0065-30

0065-29

0065-28

0065-27

0065-26

0065-25

0065-24

0065-23

0065-22

606,396.46

606,895.60

607,395.57

607,895.02

608,395.61

608,893.51

609,392.06

609,890.38

610,389.90

610,889.61

611,388.83

611,888.37

612,387.59

612,886.76

613,385.45

613,884.47

614,383.20

614,884.43

615,384.99

946,456.48

946,487.35

946,502.23

946,527.11

946,530.01

946,584.84

946,631.48

946,679.33

946,703.21

946,723.09

946,752.95

946,776.80

946,806.61

946,837.43

946,878.24

946,912.06

946,931.24

946,938.85

946,941.78

0065-23

0065-24

0065-25

0065-26

0065-27

0065-28

0065-30

0065-29

0065-31

0065-32

0065-33

0065-34

0065-35

0065-36

0065-37

0065-38

0065-39

0065-40

BO3-R119

BO3-T112

BO3-T114

BO3-R115

BO3-R116

BO3-T111

BO3-R113

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

CONSTRUCTION BASELINE

STATION

BO3-R119

BO3-R116

BO3-R115

BO3-T114

BO3-R113

BO3-T112

BO3-T111

606,982.25

610,055.90

611,059.81

612,107.78

613,081.90

614,009.92

615,037.16

946,382.00

946,561.14

946,625.00

946,671.07

946,708.70

946,765.67

946,816.97

119+327.27

116+248.42

115+242.48

114+193.49

113+218.64

112+288.88

111+260.35

-B

C S e g -G

I0 .d g n

G-07

G E

N E

R A

C O

N T

R O

L D

A T

500' 1000'0

Y= 610000

Y= 615000

Y= 610000

EROSION CONTROL LINE

CONSTRUCTION BASELINE

MATCHLINE SHEET G-06 STA 111+000

MATCHLINE SHEET C-08 STA 120+000

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\01 General\G-07

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-120T

R-121

R-122

R-123

R-124

R-125

R-126

R-127

R-128

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING (X) EASTING (DEGREES)

AZIMUTH

RANGE MONUMENT CONTROL

AZIMUTHS ARE MEASURED FROM THE NORTH

95°

94°

95°

945,749.49

945,781.25

945,861.14

945,729.14

945,912.14

946,132.24

946,211.88

946,274.09

946,307.93

597,642.56

598,574.99

599,589.84

600,600.84

601,672.84

602,768.51

603,784.49

604,782.47

605,867.57

R-128

R-127

R-126

R-125

R-124

R-123

R-122

R-121

R-120T

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

TO NAD83(90) BY CORPSCON VER 6.0.1

ORIGINAL NAD27 COORDINATES TRANSFORMED

FL-DEP "LABINS.ORG" FILE 0065.PDF

R-101 TO R-124

EROSION CONTROL LINE

946,033.32

946,084.36

946,153.10

946,214.93

946,226.89

946,270.74

946,287.09

946,314.96

946,344.82

946,390.67

946,456.48

601,873.96

601,909.81

602,405.80

602,902.52

603,403.24

603,901.36

604,402.28

604,901.57

605,400.76

605,899.13

606,396.46

0065-50

0065-49

0065-48

0065-47

0065-46

0065-45

0065-44

0065-43

0065-42

0065-41

0065-40

0065-60

0065-59

0065-58

0065-57

0065-56

0065-55

0065-54

0065-53

0065-52

0065-51

597,654.68

597,816.23

597,973.06

598,177.69

598,277.17

598,876.27

598,976.09

599,627.18

599,777.84

601,599.29

945,802.11

945,819.65

945,822.14

945,787.54

945,797.76

945,837.44

945,844.29

945,867.25

945,868.10

945,996.54

0065-41

0065-42

0065-43

0065-44

0065-46

0065-47

0065-48

0065-49

0065-50

0065-51

0065-52

0065-53

0065-54

0065-55

0065-56

0065-57

0065-58

0065-59

0065-60

0065-45

BO3-R128

BO3-R127

BO3-R124

BO3-R123

BO3-R122

BO3-R120T

BO3-R121

BO3-05

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT NUMBER Y-NORTHING X-EASTING

CONSTRUCTION BASELINE

STATION

BO3-R128

BO3-05

BO3-R127

BO3-R124

BO3-R123

BO3-R122

BO3-R121

BO3-R120T

597,654.68

597,965.24

598,570.24

601,663.15

602,767.88

603,783.30

604,781.80

605,867.57

945,802.11

945,821.73

945,835.50

946,022.89

946,141.31

946,225.43

946,281.71

946,307.93

128+675.46

128+364.28

127+759.12

124+660.55

123+549.49

122+530.58

121+530.50

120+444.41

-B

C S e g -G

I0 .d g n

G-08

G E

N E

R A

C O

N T

R O

L D

A T

500' 1000'0

Y= 605000

Y= 600000

Y= 605000

EROSION CONTROL LINE

CONSTRUCTION BASELINE

MATCHLINE SHEET G-07 STA 120+000

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\01 General\G-08

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-86

R-87

M A

T C

H L

E S

H E

E T C

-0 S

T A

STAGING

P O R

V E R G L A D

T R A N

A N N E L

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

A T L A N T I C O C E A N

C-0160' 120'0

-B

C S e g -C

B p ln .d g n

A C

H F

L P

L A

X= 949

X= 948

ACCESS

NT01

T-GROIN

NT02

T-GROIN

CBL

EL +8.4 FEET

FLAT BERM

EL +5.9 FEET

SLOPED BERM

ECL

BEACH FILL PLAN

o n o n

TOE OF FILL

APPROXIMATE

BO3-01

BO3-02

BO3-03

BO3-04

BO3-R87

S T

SPUR

SHEET GENERAL NOTES

FOR PLACEMENT REQUIREMENTS NEAR NAVY CABLES.

1. SEE SPECIFICATION SECTION 35 30 00 BEACH FILL (TRUCK HAUL)

(NO UNAUTHORIZED ACCESS)

US NAVAL SURFACE WARFARE CENTER (NSWC)

(SEE NOTE 1)LOCATIONS

APPROXIMATE NSWC CABLE

(SEE DWG C-30)

VEHICLE ACCESS

(SEE DWG C-30)

VEHICLE ACCESS

LACED ON NSWC PROPERTYP

SEAWALL AND SHALL NOT BE

LANDWARD AT THE EXISTING

FILL SHALL TERMINATE

PB3-72

EL +11.4 FEET

CRESTSEAWARD DUNE

Y=639744.2

X=948658.4

Y=639605.0

X=948615.4

Y=639577.2

X=948606.8

Y=639246.6

X=948504.7

Y=639000.7

X=948457.6

Y=638933.1

X=948452.0

Y=638904.9

X=948449.6

EL +11.4 FEET

CRESTSEAWARD DUNE

Y=640213.2

X=948876.6

Y=640016.1

X=948879.2

Y=640219.2

X=948858.0

750 FOOT TRANSITION

TRANSITION

100 FOOT

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-01

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

13.0

12.8

12.7

12.6

12.4

12.3

12.0

11.9

11.5

11.4

11.2 11.1

11.1

11.0

10.9

10.8

10.7

10.5

10.2

10.0

9.9

9.8

9.5

9.3

9.1

8.9

8.6

8.1

8.0

7.7

7.4

7.1

7.0

6.6

6.2

5.7

5.6

5.2

4.6

4.5

4.0

3.5

3.4

2.9

2.7

2.3

1.7

1.5

1.4

1.3

0.2

0.1

+0.6

+1.9

+7.1

+7.7

0 8

T-88

8.5

8.2

8.1

8.0

7.9

7.8

7.6

7.5

7.3

7.1

6.9

6.6

6.0

5.5

3.9

3.1

2.5

1.4

0.2

+0.2

+1.7

+3.6

+5.4

+6.2

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-02

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

N. OCEAN DR.

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-0 S

T A

STAGING

ACCESS

M A

T C

H L

E S

H E

E T C

-0 S

T A

X= 948500

X= 948000

ACCESS

60' 120'0

ECL

-B

C S e g -C

B p ln .d g n

C-02

B E

A C

H F

L P

L A

N o n o n

EL. +5.9 FEET

SLOPED BERM

EL. +8.4 FEET

FLAT BERM

TOE OF FILL

APPROXIMATE

BEACH FILL PLAN

S T

0100 FOOT TRANSITION

S T

EL +11.4 FEET

SEAWARD DUNE CREST

(SEE DWG C-30)

VEHICLE ACCESS

(SEE DWG C-30)

PEDESTRIAN ACCESS

(SEE DWG C-30)

PEDESTRIAN ACCESS

CBL

(SEE DWG C-30)

PEDESTRIAN ACCESS

STAGING

Y=638721.3

X=948434.4 Y=638714.2

X=948434.1

Y=638265.7

X=948406.8

Y=638238.5

X=948406.7

Y=637797.4

X=948403.8

Y=637804.2

X=948403.9

Y=637617.1

X=948402.6

Y=637610.2

X=948402.6

TRANSITION

100 FOOT

TRANSITION

100 FOOT

13.0

12.4

11.4

11.1

10.7

10.1

9.7

9.6

9.5

9.4

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.8

7.6

7.3

6.7

6.2

5.9

5.1

4.6

4.2

3.9

3.2

3.0

2.2

0.6

0.2

+0.4

+0.6

+1.1

+2.0

+5.9

+7.5

+7.8

+9.2

R-89

T-90

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

M A

T C

H L

E S

H E

E T C

-0 S

T A

ACCESS

M A

T C

H L

E S

H E

E T C

-0 S

T A

60' 120'0

A C

H F

L P

L A

N -B

C S e g -C

B p ln .d g n

C-03

X= 949000

X= 948500

CBL

BEACH FILL PLAN

EL +5.9 FEET

SLOPED BERM

TOE OF FILL

APPROXIMATE

EL +8.4 FEET

FLAT BERM

ECL

o n o n

BO3-R89

S T

200 FOOT TRANSITION

S T

200 FOOT TRANSITION

S T

(SEE DWG C-30)

PEDESTRIAN ACCESS

EL +11.4 FEET

SEAWARD DUNE CREST

Y=636836.1

X=948391.9

Y=637376.6

X=948401.0

Y=637383.5

X=948401.1

Y=636855.2

X=948403.0

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-03

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

13.8

13.6

13.1

12.3

11.7

11.4

11.3

11.0

10.9

10.7

10.3

10.1

9.8

9.7

9.6

9.4

9.3

9.2

9.0

8.6

7.8

6.5

5.5

4.4

3.3

2.6

1.2

0.1

+0.5

+1.1

+3.2

+8.5

+9.6

+10.7

T-91

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-0 S

T A

-B

C S e g -C

B p ln .d g n

A C

H F

L P

L A

C-04

X= 949000

X= 948500

X= 948000

ECL

TOE OF FILL

APPROXIMATE

EL+8.4 FEET

FLAT BERM

EL +5.9

SLOPED BERM

o n o n

60' 120'0

BEACH FILL PLAN

BO3-T91

S T

E N

D F

L S

T A

TRANSITION

100 FOOT

S T

0TRANSITION

100 FOOT

CBL

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-04

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

R-92

R-93

M A

T C

H L

E S

H E

E T C

-0 S

T A

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-0 S

T A

60' 120'0

-B

C S e g -C

B p ln .d g n

A C

H F

L P

L A

C-05

X= 948500

X= 948000

BEACH FILL PLAN

CBL

ECL

BO3-R92

N O F I L L O N T H I S S H E E T

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-05

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

15.0

14.5

13.9

13.8

13.5

13.4

13.3

12.5 12.5

12.1

11.9

11.7

11.5

11.1

11.0

10.8

10.5

10.3

10.2

10.1

10.0

9.9

9.7

9.6

9.5

9.2

9.1

8.7

8.3

8.2

7.5

7.2

6.9

6.4

6.0 5.3

4.7 4.4

4.3 3.5

3.2 2.7

2.6

2.4

2.3

1.6

0.7

0.1+0.4

+1.3 +2.5

+3.7 +3.8

+6.2

+6.8

+7.0

+8.6

+8.9

+9.4

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

R-94 R-95

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

A T L A N T I C O C E A N M

A T

C H

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-0 S

T A

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-06

X= 948500

X= 948000

BEACH FILL PLAN

ECL

CBL

N O F I L L O N T H I S S H E E T

BO3-R94

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-06

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

18.8

18.7

18.1

17.2

16.9

16.6

16.3

16.2

16.0

15.8

15.6

15.5

15.4

15.3

15.2

14.7

13.8

13.1

12.6

12.5

12.0

11.7

11.6

11.5

11.3

10.9

10.1

9.2

9.0

8.2

7.4

7.1

6.5

5.9

5.6

5.3

5.0

4.7

4.6

4.5

4.2 4.2

4.0

3.9

3.7

3.5

3.4

3.1

3.0 3.0

2.6 2.6

1.6 0.3

0.1

+2.2 +2.4

+2.5 +3.7

+4.3

+4.8

+6.1

+6.3

+6.4

+6.5

+6.7

+6.9

+7.2

+7.7

+8.1

+8.5

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

13.9

13.6

13.2

13.1

11.5

10.5

10.3

10.2

10.1

10.0

9.8

9.6

9.5

8.7

7.9

7.3

6.6

5.7

5.3

4.8

4.7

4.0

3.3

3.1

3.0

2.7

1.6

+0.0

+1.4

+2.7

+5.8

+8.1

+8.4

R-96

M A

T C

H L

E S

H E

E T C

-0 S

T A

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-0 S

T A

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-07

X= 948500 Y

X= 948000 Y

N O F I L L O N T H I S S H E E T

BEACH FILL PLAN

CBL

ECL

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-07

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

16.1

16.0

15.9

15.7

15.5

14.7

14.2

13.6

13.0

12.4

12.0

11.8

11.6

11.2

10.9

10.1

9.5

8.9

8.5

8.2

7.9

7.4

7.3

7.0

6.5

6.3

6.3 6.2

5.8

5.8 5.8

5.6

5.5

5.4

5.3

5.2

5.0

4.9

4.4

4.3

3.9

3.63.4

3.4

3.2

2.9

2.7

2.4

1.8

0.7

+0.3

+0.7

+1.4

+2.7

+2.9

+4.4

+4.6

+4.7

+4.8

+5.0

+5.2

+5.5

+5.6

+5.7

+5.9

+6.2

+6.4

+6.6

+7.4

+7.8

+8.5

+8.9

T-97

R-98

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-0 S

T A

B R O W A R D C O U N T Y

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

M A

T C

H L

E S

H E

E T C

-0 S

T A

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-08

X= 948500

X= 948000

X= 947500

N O F I L L O N T H I S S H E E T

BEACH FILL PLAN

ECL

CBL

BO3-R98

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-08

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

5.8

5.3

4.7

4.1

3.2

2.0

1.2

+0.0

+0.6

+0.8

+1.9

+2.0

+4.2

+8.1

R-99

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

D A N I A B E A C H

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-1 S

T A

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-09

X= 947500

X= 948000

ACCESS

BEACH FILL PLAN

ECL

CBL

EL. +3.9 FEET

SLOPED BERM

EL. +5.4 FEET

FLAT BERM

TOE OF FILL

APPROXIMATE

o n o n

S T

600 FOOT TRANSITION

S T

TRANSITION

100 FOOT

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-09

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

19.0

18.3

17.6

16.8

16.3

16.1

15.7

15.4

14.7

13.9

13.3

12.7

11.9

11.2

10.6

9.8

9.6 9.1

8.9 8.2

8.07.6

7.2

7.1

7.0

6.9

6.8

6.6

6.3

6.2 6.2

6.2

5.8

5.7

5.5 5.4

5.0

4.8

4.6

3.9

3.7

2.6

2.4

1.8

1.6

0.9

0.6

0.3

+0.3

+1.0

+1.2

+2.0

+2.2

+3.6

+4.0 +7.3

+8.3

+8.4R-100

T-101

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-10

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

D A N I A B E A C H

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-1 S

T A

H O L L Y W O O D B E A C H

V L

H C

NAD T

SAE

60' 120'0

A C

H F

L P

L A

N -B

C S e g -C

B p ln .d g n

C-10

X= 948000

X= 947500

(RESIDENCE)

BUILDING

EXISTING

ACCESS

BEACH FILL PLAN

CBL

ECL

EL. +5.4 FEET

FLAT BERM

EL. +3.9 FEET

SLOPED BERM

o n o n

TOE OF FILL

APPROXIMATE

S T

500 FOOT TRANSITION

SHEET GENERAL NOTES

THAN 1V:3H.

THE LIMITS OF THE "NO FILL" AREAS SHALL BE NO STEEPER

THE SLOPE OF FILL FROM THE EXISTING FILL AREA TO

IDENTIFIED PARCEL DUE TO EASEMENT RESTRICTIONS.

1. CONTRACTOR SHALL NOT PLACE FILL MATERIAL IN

POINT (X) EASTING (Y) NORTHING

PLANE COORDINATES

PARCEL AREA LIMITS

5 6

(SEE NOTE 1)

NO FILL

(SEE NOTE 1)

NO FILL

947,654.5

947,574.6

947,616.7

947,611.3

947,531.4

947,536.8

625,226.9

625,222.9

624,948.1

624,908.4

624,904.4

624,944.0

947,649.1 625,187.3

947,569.2 625,183.2

T-102

13.9

13.3

12.6

11.9

11.1

10.3

9.6

8.8

8.2

8.0

7.9

7.6

7.5

7.1

6.8

6.7

6.6

6.2

5.7

5.0

4.8

4.4

4.2

3.0

2.1

1.2

0.3

+0.7

+1.4

+4.2

+7.1

+9.6

+10.4

+11.4

M A

T C

H L

E S

H E

E T C

-1 S

T A

M A

T C

H L

E S

H E

E T C

-1 S

T A

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

N. SURF RD

P A

L M S

E L

M S

O A

K S

F R

A N

K L

P E

R R

Y S

E V

A N

S S

A L L E

N S

A T L A N T I C O C E A N

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-11

X= 948000

X= 947500

(RESIDENCE)

BUILDING

EXISTING

BEACH FILL PLAN

CBL

ECL

EL. +3.9 FEET

SLOPED BERM

EL. +5.4 FEET

FLAT BERM

TOE OF FILL

APPROXIMATE

o n o n

200 FOOT TRANSITION

S T

POINT (X) EASTING (Y) NORTHING

PLANE COORDINATES

PARCEL AREA LIMITS

947,579.0

947,499.1

947,552.1

947,472.2

947,525.2

947,445.3

624,669.9

624,665.9

624,471.0

624,467.0

624,272.1

624,268.1

(SEE NOTE 1)

NO FILL

(SEE NOTE 1)

NO FILL

(SEE NOTE 1)

NO FILL

SHEET GENERAL NOTES

THAN 1V:3H.

THE LIMITS OF THE "NO FILL" AREAS SHALL BE NO STEEPER

THE SLOPE OF FILL FROM THE EXISTING FILL AREA TO

IDENTIFIED PARCEL DUE TO EASEMENT RESTRICTIONS.

1. CONTRACTOR SHALL NOT PLACE FILL MATERIAL IN

947,589.8 624,749.2

947,509.9 624,745.2

947,562.9 624,550.3

947,483.0 624,546.3

947,514.5 624,192.9

947,434.6 624,188.8

(SEE NOTE 1)

NO FILL

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-11

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

15.6 15.1

14.9 14.3

14.2

13.6 13.6

12.8 12.8

12.0 11.8

11.2 10.7

10.4 10.0

9.7 9.1

8.9

8.3

7.8

7.3

7.2

7.1

7.0

6.8

6.7

6.6

6.5

6.4

6.3

6.2

6.0

5.9

5.8

5.5

5.4

5.3

4.6

4.3

3.2

2.8

2.3

2.2

1.8

1.3

0.7

0.2

+0.1

+0.4

+1.1

+1.8

+2.7

+5.7

+7.1

+7.6

+8.5

+8.7

+10.3

+11.2

+11.8

+12.4

R-103

R-104

M A

T C

H L

E S

H E

E T C

-1 S

T A

N. SURF RD

A L L E

N S

M E

A D

E S

C U

S T

E R S

P E

R S

G S

M A

T C

H L

E S

H E

E T C

-1 S

T A

ACCESS

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

M C

C L E

L L

A N S

C H

A R

L E

S T

O N S

G R

E E

N E S

A T L A N T I C O C E A N

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-12

X= 948000

X= 947500

X= 947000

BEACH FILL PLAN

ECL

o n o n

TOE OF FILL

APPROXIMATE

EL. +3.9 FEET

SLOPED BERM

EL. +5.4 FEET

FLAT BERM

CBL

BO3-R103

200 FOOT TRANSITION

S T

TRANSITION

100 FOOT

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-12

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

12.2

12.1

12.0

11.8

11.8 11.2

11.2

10.4

9.8

9.1

8.9

8.7

8.3

8.3 8.2

8.1

7.97.8

7.7

7.6

7.5

7.4

7.3

7.1

7.0

6.9

6.8

6.6

6.4

6.3

6.2

6.1

6.0

5.7

5.6

5.2

4.8

4.3

3.7

3.3

2.7

2.5

1.6

1.2

0.3

0.1

+0.8

+0.9

+1.3 +2.7

+3.8 +5.4

+7.0

+7.1

+7.3

+9.6 +9.9

R-105

R-106

M A

T C

H L

E S

H E

E T C

-1 S

T A

G R

E E

N E S

M A

T C

H L

E S

H E

E T C

-1 S

T A

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

HOLLYWOOD NORTH BEACH PARK

F O

R R

E S

T S

D O

U G

L A

S S

C O

D Y S

N. SURF RD

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-13

X= 947500

X= 947000

BEACH FILL PLAN

ECL

CBL

EL. +3.9 FEET

SLOPED BERM

EL. +5.4 FEET

FLAT BERM

o n o n

TOE OF FILL

APPROXIMATE

BO3-R106

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

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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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

13.3

13.0

12.6

11.9

11.2

10.9

9.9

9.2

8.5

8.1

7.9

7.8

7.4

7.3

7.1

6.8

6.7

6.6

6.4

6.1

6.0

5.5

5.1

4.8

4.3

4.1

3.9

2.1

+1.1

+3.6

+5.3

+6.8

+7.8

+10.6

R-107

M A

T C

H L

E S

H E

E T C

-1 S

T A

M A

T C

H L

E S

H E

E T C

-1 S

T A

SIMMS ST

T H

O M

A S S

N. SURF RD

S H

E R

M A

N S

A T L A N T I C O C E A N

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-14

X= 947500

X= 947000

CBL

ECL

BEACH FILL PLAN

TOE OF FILL

APPROXIMATE

EL. +3.9 FEET

SLOPED BERM

EL. +5.4 FEET

FLAT BERM

o n o n

BO3-R107

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-14

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

15.7

15.515.3

15.0 15.0

14.9

14.7

14.4

14.1

13.9

13.2

12.8

12.3

11.5

10.7

9.9

9.2 8.9

8.8

8.7

8.6

8.4

8.3

8.2

8.1

8.0

7.7

7.5

7.4

7.3

7.1

7.0

6.9

6.7 6.7

6.5

6.4

6.0

5.9

5.5

5.2

5.1

5.0

4.9

4.7

4.6

4.4

4.2

4.1

4.0

3.9

3.8

3.2

2.0

0.3

+0.9

+1.8

+4.0

+4.5

+6.2

+6.4+6.7

+6.7

+6.8

+6.9

+7.1

+7.3

+8.6

R-108 R-109

M A

T C

H L

E S

H E

E T C

-1 S

T A

T H

O M

A S S

N. SURF RD

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-1 S

T A

N. BOARDWALK

N E

W M

E X

O S

N E

W H

A M

P S

E S

L E

E S

S C

O T

T S

S O

U R I S

C O

O L

G E S

H A

R D

G S

T C

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-15

X= 947500

X= 947000

BEACH FILL PLAN

CBL

ECL1

o n o n

EL. +5.4 FEET

FLAT BERM

EL. +3.9 FEET

SLOPED BERM

TOE OF FILL

APPROXIMATE

BO3-R108

BO3-R109

S T

300 FOOT TRANSITION

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-15

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

14.4

13.8

13.2

12.4

11.5

10.7

10.0

9.3

9.2

9.1

8.9

8.8

8.6

8.4

8.1

8.0

7.9

7.7

7.6

7.5

7.2

7.0

6.7

6.3

6.0

5.6

5.0

4.5

3.8

3.6

3.5

3.4

2.3

+0.5

+3.0

+6.2

+6.4

+6.7

+7.0

+7.3

+7.6

R-110

M A

T C

H L

E S

H E

E T C

-1 S

T A

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-1 S

T A

N. BOARDWALK

O K

L A

H O

M A S

M C

L E

Y S

N E

B R

A S

K A S

N E

V A

D A S

R O

O S

E V

E L T S

T A

F T S

C A

R O

A S

S O

N S

H O L L Y W O O D B E A C H

B R O W A R D C O U N T Y

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-16

X= 947500

X= 947000

BEACH FILL PLAN

CBL

ECL

BO3-R110

N O F I L L O N T H I S S H E E T

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-16

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

13.4

12.7

12.3

12.1

12.0

11.9

11.7

11.3

10.3

9.7

9.6

9.4

9.3

9.0

8.9

8.7 8.6

8.6

8.5

8.3

8.2

8.1

7.8

7.5

7.4

7.3

7.2

6.9

6.8

6.7

6.5 6.4

6.4

6.2

6.15.9

5.9

5.85.6

5.6

5.4

5.3

4.9

4.2

4.0

3.3

3.0

2.2

2.1

1.3

1.2

0.5

0.3

+0.6

+2.1

+2.7

+4.4

+5.6

+5.8

+6.1

+6.3

+6.5

+6.6

+6.7

+6.9

+7.8

+8.4

+8.8

+9.0

T-111

T-112

M A

T C

H L

E S

H E

E T C

-1 S

T A

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-1 S

T A

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

O K

L A

H O

M A S

C L E

V E

L A

N D S

A R

T H

U R S

C O

N N

E C

U T S

G A

R F

E D S

N. BOARDWALK

N. SURF RD

G R

A N

T S

H A

Y E

S S

N E

S O

T A S

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-17

X= 947500

X= 947000

X= 946500

ECL

CBL

BEACH FILL PLAN

BO3-T111

BO3-T112

N O F I L L O N T H I S S H E E T

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-17

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-113

16.1

15.4

14.9

14.5

13.9

13.0

12.3

11.6

10.9

10.2

9.6

9.4

9.2

9.0

8.9

8.6

8.3

8.1

7.9

7.8

7.5

7.3

7.1

6.6

5.7

4.8

3.6

2.5

2.3

1.4

0.4

+2.3

+5.5

+6.1

+6.3

+6.6

+7.1

+7.2

N. BOARDWALK

A N S

B U

C H

A N

A N S

R C

E S

M O

R E S

N E

W Y

O R

K S

T A

Y L

O R S

M A

T C

H L

E S

H E

E T C

-1 S

T A

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

M A

T C

H L

E S

H E

E T C

-1 S

T A

N A S

N. SURF RD

60' 120'0

A C

H F

L P

L A

N -B

C S e g -C

B p ln .d g n

C-18

X= 947500

X= 947000

X= 946500

BEACH FILL PLAN

CBL

ECL

BO3-R113

N O F I L L O N T H I S S H E E T

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-18

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

T-114

R-115

17.5

16.4

15.8

15.2

14.5

14.2

13.8

13.6

13.2

12.9

12.3

11.5

10.7

10.0

9.1

9.0

8.8

8.7

8.6

8.4

8.3

8.2

7.8

7.6

7.4

7.3

7.2

7.0

6.9

6.8

6.7

6.6

6.5

6.3

6.2

6.1

6.0

5.9

5.55.3

4.9 4.5

4.4

3.8

3.5

3.1

2.3

2.0

1.6

1.0

0.9

0.2 0.1

+0.8 +1.4

+2.2

+2.9

+4.8

+5.4

+5.9

+6.0

+6.2

+6.3

+6.4

+6.5

+6.7

+8.9

+9.5

+10.3

T A

Y L

O R S

A R

O N

A S

M A

T C

H L

E S

H E

E T C

-1 S

T A

P O

L K S

T Y

L E

R S

N. BOARDWALK

H A

R R

O N S

N. SURF RD

M A

T C

H L

E S

H E

E T C

-2 S

T A

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

A T L A N T I C O C E A N

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-19

X= 947000

X= 946500

BEACH FILL PLAN

CBL

ECL

BO3-R115

BO3-T114

N O F I L L O N T H I S S H E E T

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-19

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-116

R-117

13.2

12.4

11.9

11.3

11.0

10.6

10.1

9.9

9.3

9.2

8.6

8.2

8.1

7.9

7.8

7.7

7.6

7.5

7.4

7.4 7.4

7.3

7.2

7.0

6.9

6.6 6.3

6.2

5.9

5.8

5.6 5.6

5.0

4.5 4.2

3.8 3.0

2.9

2.0

1.8

1.3 1.3

1.2

0.5

0.3

+0.8

+2.3 +3.1

+4.7 +4.9

+5.5

+6.0

+6.1

+6.2

+6.3

+6.6

+6.8

+6.9

+7.4

+8.7

A T L A N T I C O C E A N

M A

T C

H L

E S

H E

E T C

-1 S

T A

V A

N B

U R

E N S

J A

C K

S O

N S

S. SURF RD

O R

E G

O N S

M O

N R

O E S

M A

O N S

G E

O R

M A

T C

H L

E S

H E

E T C

-2 S

T A

A C

H F

L P

L A

60' 120'0

-B

C S e g -C

B p ln .d g n

C-20

X= 947000

X= 946500

BEACH FILL PLAN

ECL

CBL

BO3-R116

N O F I L L O N T H I S S H E E T

KEY PLAN

NOT TO SCALE

C -0

C -1

C -2

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Broward Co--113072\Broward Segment III 2021\080 - Plans\05 Civil\C-20

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

R E

L Y

W E

N E

V E

A U

R E P

R O

T E

C T

N P

R O J E

C T

S E

G M

E N

T I

E A

C H R

E N

O U

H M

E N

B R

O W

A R

D C

O U

N T

Y F

L O

-2

R-118

14.7

13.5

12.7

12.0

11.2

10.6

9.8

9.0

8.5

8.4

8.3

8.0

7.8

7.7

7.3

6.9

6.5

6.3

6.2

5.7

4.8

3.9

2.8

2.2

1.2

0.7

0.1

+2.8

+5.0

+6.9

+7.2

+8.3

M A

T C

H L

E S

H E

E T C

-2 S

T A

M A

T C

H L

E S

H E

E T C

-2 S

T A

A T L A N T I C O C E A N

B R O W A R D C O U N T Y

H O L L Y W O O D B E A C H

S. SURF RD

A Z

A L E

A T

E R

R A

C E

B O

U G

A N

L A T

E R

R A

C E

C R

O C

U S T

E R

R A

C E

D A

F F

O D

E R

R A

C E

E U

C A

L Y

P T

U S T

E R

R A

C E

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