A.07.23_Broward_County_BR_Seg3_ConA_20181016.pdf

PDF 22 MB Posted Oct 17, 2018

Attached to: Flood Control and Coastal Emergnecy Beach Erosion Control Project Broward County, Florida - Broward County Segment III
Solicitation number: W912EP18B0015
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

From the source

W912EP18B0015 Plans

View the file

Other files

File	Type	Posted
18B0015_Abstract.pdf	PDF	Nov 20, 2018
18B0015_Amendment_0004.pdf	PDF	Nov 16, 2018
18B0015_Amendment_0003.pdf	PDF	Nov 15, 2018
18B0015_Amendment_0002.pdf	PDF	Nov 9, 2018
W912EP18B0015_Pre_Bid_Site_Visit_Roster_30_Oct_2018.pdf	PDF	Nov 1, 2018
18B0015_Amendment_0001.pdf	PDF	Oct 26, 2018
A.07.23_18B0015Volume2Specs.pdf	PDF	Oct 17, 2018
A.07.23_18B0015Volume1Specs.pdf	PDF	Oct 17, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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 - Contract A\080 - Plans\01 General\G-01

M M

M Y

Y Y

A N

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

B of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

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

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

CIVIL

C-06

C-07

C-08

G-05

SHEET TITLESHEET ID

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-19

C-20

C-21

C-22

C-23

G-06

G-01

G E

N E

-C

H S

B V -G

I0 c o v e r.

d g n

C O

V E

R A

N D S

H E

E T I

N D

E X

G-07

C-24

C-25

G-08

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

B E

A C

H R

E N

O U

H M

E N

P R

O J E

C T L

FORT LAUDERDALE

INTERNATIONAL AIRPORT

FORT LAUDERDALE

CITY OF HOLLYWOOD

CITY OF HALLANDALE

CITY OF DANIA BEACH

CONTROL DATA

BEACH FILL PLAN

TYPICAL CROSS SECTION

C-26

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

FLOOD CONTROL AND COASTAL EMERGENCY

BEACH EROSION CONTROL PROJECT

BROWARD COUNTY, FLORIDA

BROWARD COUNTY SEGMENT III 2018

BEACH CROSS SECTIONS R-87 TO R-92

BEACH CROSS SECTIONS R-93 TO R-98

BEACH CROSS SECTIONS R-99 TO R-104

BEACH CROSS SECTIONS R-105 TO R-110

BEACH CROSS SECTIONS T-111 TO R-116

BEACH CROSS SECTIONS R-117 TO R-122

BEACH CROSS SECTIONS R-123 TO R-128

ABBREVIATIONS, SYMBOLS AND SURVEY NOTES

C-18 PAYMENT AND ACCEPTANCE PROFILES

W912EP18B0015

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 - Contract A\080 - Plans\01 General\G-02

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

INDENTITY SYMBOL KEY REFERENCE SYMBOL KEYDISCIPLINE DESIGNATOR

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

ENVIROMENTAL RESOURCE MAPPING

BATHIMETRIC SOUNDINGS

TOPOGRAPHIC ELEVATIONS

V - SURVEY / MAPPING

G - GENERAL 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

REDUCED TO FIT

C-12C-12

VIEWING PLANE

400'0 200'20' 40'0

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

REDUCED TO FIT

CROSS SECTION

TITLE

C-08

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

C-09

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

PROFILE

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

LIMIT OF VEGETATION (2015)

B03 - R-88

11 + 600

PLAN VIEW DRAWING AREA

SURVEY NOTES - BEACH

ON THE CONTROL TABLE.

OCCUPYING NETWORK CONTROL POSITIONED USING MONUMENTATION AS SHOWN

CORRECTIONS APPLIED FROM A TRIMBLE R-8 DUAL FREQUENCY BASE STATION

TIME KINEMATIC (RTK)DUAL FREQUENCY GPS RECEIVER WITH REAL TIME

11. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 REAL

10. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.

LICENSED SURVEYOR AND MAPPER .

9. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA

NO PHOTOGRAPHIC ACCURACY IS IMPLIED BY THIS MAP.

8. AERIAL IMAGERY IS DISPLAYED HEREON FOR INFORM ATION PURPOSES ONLY,

DEPARTMENT OF TRANSPORTATION

7. AERIAL IMAGERY WAS TAKEN IN 2015 AND WAS PROVIDED BY THE FLORIDA

REPRESENTS THE EXISTING CONDITIONS ON THE DATE OF THE FIELD SURVEY.

6. TOPOGRAPHIC AND HYDROGRAPHIC INFORMATION DEPICTED ON THIS SURVEY

5. ELEVATIONS ARE BASED ON MONUMENTS AS SHOWN IN THE CONTROL TABLE.

VERTICAL DATUM OF 1988 (NAVD 88).

4. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN

3. GRID COORDINATES ARE BASED ON MONUMENTS AS SHOWN IN THE CONTROL TABLE.

DATUM OF 1983, NGS ADJUSTMENT OF 1990(NAD 83/90).

FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN

2. GRID COORDINATES SHOWN ARE IN FEET, AND ARE REFERENCED TO THE

COMMISSION NUMBER 5657.00, DATED NOVEMBER 22, 2017.

1. REFER TO SURVEY PREPARED BY MORGAN AND EKLUND, INC. - SURVEYORS

A B

B R

E V

N S S

Y M

B O

L S A

N D S

U R

V E

Y N

O T

E S

IN SHEET C-18.

6. THE MHW BERM DESIGN PARAMETERS ARE SHOWN AND DESCRIBED

ASSIGNED THE PLUS SYMBOL (+).

ELEVATIONS SHOWN ABOVE REFERENCED DATUM WILL BE

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

5. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE

FOOT.

DATUM OF 1983 (NAD83(2011)). THE UNIT OF MEASURE IS U.S. SURVEY

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN

STATE PLANE COORDINATE SYSTEM, EAST ZONE (0901) AND ARE

4. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

AND NOT TO BE USED FOR MEASUREMENTS.

3. 2017 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

VERT

VEG

USCG

USACE

TYP

TOS

TOL

TOB

STA

N.T.S.

NOAA

NAVD88

NAD

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 1998

NORTH AMERICAN DATUM

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

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 - Contract A\080 - Plans\01 General\G-03

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

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

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

R-86

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

P R O J E C T

L I M I T S

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

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

BO3-R92

BO3-T91

BO3-R89

B03-T88

BO3-R87

BO3-04

BO3-03

BO3-02

BO3-01

PB3-72

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

-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

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 - Contract A\080 - Plans\01 General\G-04

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

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 - Contract A\080 - Plans\01 General\G-05

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

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 - Contract A\080 - Plans\01 General\G-06

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

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 - Contract A\080 - Plans\01 General\G-07

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

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 - Contract A\080 - Plans\01 General\G-08

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

17.9

17.6

17.3

17.1 16.9

16.8

16.7

16.5

16.4

16.3

16.2

15.9

15.8

15.8 15.6

15.5

15.4

15.1

14.7

14.7 14.5

14.5 14.2

14.0 14.0

13.8 13.7

13.6

13.4 13.3

13.0

12.9

12.8

12.7

12.5

12.4

12.3

12.2

12.1

12.1 12.1

12.0

11.9

11.8

11.7

11.7 11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.1 11.1

11.0

10.9

10.9 10.9

10.7 10.7

10.6 10.6

10.5 10.4

10.2 10.1

10.0

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

9.0 8.9

8.9

8.8

8.6

8.4

8.2

8.1

8.0

7.9

7.8

7.7

7.6

7.5 7.5

7.5

7.4

7.3

6.8

6.7

6.6

6.5

6.4

6.3

6.2

6.1

6.0

5.9

5.9 5.8

5.8

5.6

5.5

5.4

5.3 5.2

5.2

5.1

5.0

4.9 4.8

4.8

4.7

4.6

4.5

4.4

4.3

4.2

4.1

3.9

3.9 3.9

3.9

3.8

3.7

3.6 3.6

3.4

3.3

3.2

3.1

3.0

2.9

2.8

2.7

2.5

2.4

2.2

2.02.0

1.5

1.4

1.3

1.0

0.7

0.6

0.2

+0.1

+0.6

+0.7

+1.3

+1.6

+1.7

+2.2

+2.8

+2.9

+3.0

+3.1 +3.1

+3.3 +3.4

+3.4

+3.5

+3.6

+3.7

+4.0 +4.1

+4.1

+4.2

+4.3

+4.6

+5.1

+5.6

+5.8

+7.2

+7.7

+8.1

+8.2

+8.2 +8.3

+9.0

+9.9

+10.0

+10.4

+11.1

+11.5

+12.1

R-86

R-87

T-88

0 8

X= 947

X= 948

X= 949

X= 947

X= 948

X= 949

C-01100' 200'0

-B

C S e g -C

B p ln .d g n

B E

A C

H F

L P

L A

N. OCEAN DR

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

P O R

V E R G L A D

T R A N

H A N N E L

S T

A R

T O

F F

L S

T A

& TOLERANCE TOE OF FILL

ELEV. +0.36 MEAN HIGH WATER

ACCESS

M A

T C

H L

E S

H E

E T C

-0 S

T A

EROSION CONTROL LINE

CONSTRUCTION BASE LINE

ELEV. +8.4

BERM CREST

TOLERANCE

STAGING

BO3-01

BO3-02

PB3-72

BO3-03

BO3-04

BO3-R87

B03-T88

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 - Contract A\080 - Plans\05 Civil\C-01

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

NOT TO SCALE

R-89

T-90

T-91

X= 947500

X= 948000

X= 948500

X= 949000

X= 949500

X= 949000

X= 948000

X= 948500

-B

C S e g -C

B p ln .d g n

100' 200'0

B E

A C

H F

L P

L A

C-02

N. OCEAN DR.

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

STAGING

ACCESS

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

ELEV. +8.4

BERM CREST

TOLERANCE

BO3-R89

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 - Contract A\080 - Plans\05 Civil\C-02

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

17.2

16.7

16.2 16.2

16.1

16.0

15.8

15.7

15.6

15.3

15.2

15.1

14.8

14.7

14.2

14.1

14.0

13.7

13.3

13.2

12.9

12.8

12.7

11.9

11.1

10.4

10.2

10.0

9.9

9.8

9.7

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.7

8.6

8.6 8.6

8.5

8.4

8.3

8.2 8.1

8.0

7.7

7.6

7.5

7.4

7.3

6.9

6.7

6.6

6.4

6.0

5.9

5.5 5.4

5.3

5.2

5.1

4.8

4.7

4.5

3.9

0.7

0.6

0.3

0.20.1 +0.7

+1.3

+1.7

+1.8 +2.9

+3.6

+4.2

+4.5 +4.9

+5.0

+5.2

+5.2 +5.5

+5.5

+5.7

+6.2

+6.3

+6.4

+7.9

+8.9

+10.0

+10.1 +10.3

+10.5

+11.9

KEY PLAN

C -0

C -1

19.6

19.4

19.1

18.8

18.1

18.0

17.6

17.2

16.9

16.5

16.3

16.1

15.8

15.6

15.4

15.3

15.2

15.0

14.9 14.8

14.7

14.5

14.3

14.2 14.2

14.2

13.9

13.8

13.7

13.6

13.3

13.1

12.9

12.8

12.6

12.5

12.2

11.7

11.6

11.5

11.4

11.2

11.0

10.9

10.8

10.5

10.4

10.2

10.0

9.9

9.8

9.5

9.4

9.3

9.2

9.2 9.1

9.0

8.9

8.8

8.7

8.6 8.6

8.4

8.3

8.0

7.8

7.7

7.5

7.4

7.3

6.9

6.8

6.5 6.3

6.2

5.8

5.7

5.6

5.6 5.5

5.5

5.4

5.2

5.1

4.9

4.8

4.6

4.4

4.1

4.1 3.6

3.6

3.63.5

3.5 3.4

3.3

3.1

2.2

2.0

1.8 1.4

0.4

+0.1 +0.6

+0.8 +1.1

+2.4

+2.5

+3.9 +4.2

+4.3

+4.5

+5.0

+5.2 +5.2

+5.3

+5.4 +5.4

+5.6

+8.3

+8.5

+8.8

+8.9

+8.9 +9.1

+9.2

+10.8

T-91

R-92

R-93

100' 200'0

-B

C S e g -C

B p ln .d g n

C-03

B E

A C

H F

L P

L A

X= 947500

X= 948000

X= 948500

X= 949000

X= 947500

X= 948000

X= 948500

X= 949000

N. OCEAN DR.

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

ELEV. +8.4

BERM CREST

TOLERANCE

BO3-T91

BO3-R92

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 - Contract A\080 - Plans\05 Civil\C-03

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

NOT TO SCALE

20.6

19.8 19.3

19.1 19.1

18.8

18.7

18.6

18.5

18.3

18.3 18.2

18.1

17.9

17.6

17.5

17.4

17.2

17.1

16.9

16.8

16.5

16.4

16.1

16.0

15.9

15.8

15.6

15.5

15.1

15.0

14.7

14.3

14.0

13.5

13.2

12.8

11.6

11.5

11.4

10.7

10.6

10.2

9.3

9.0

8.3

8.2

7.5

7.4

7.0

6.9

6.8

6.7

6.6

6.5

6.26.2

6.2

6.0

5.9

5.8

5.7

5.6

5.5

5.5 5.4

5.25.2

5.1

5.0

4.9

4.8

4.7

4.5

4.3

4.1

4.0

2.5 0.8

0.4

+0.1

+1.8

+2.8

+3.0 +5.1

+5.8

+5.9 +6.7

+7.4

+7.7

+8.6

+8.7

R-94 R-95

R-96

100' 200'0

-B

C S e g -C

B p ln .d g n

X= 948500

X= 948000

X= 947500

X= 947000

X= 949000

X= 948500

X= 948000

X= 947500

X= 947000 Y

C-04

B E

A C

H F

L P

L A

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

N. OCEAN DR

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

E N

D O

F F

L S

T A

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

ELEV. +8.4

BERM CREST

TOLERANCE

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 - Contract A\080 - Plans\05 Civil\C-04

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

R-97

R-98

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

-B

C S e g -C

B p ln .d g n

100' 200'0 C-05

B E

A C

H F

L P

L A

X= 948500

X= 948000

X= 947500

X= 947000

X= 947500

X= 948000

X= 948500

STATE PARK

DR. VON D. MIZELL-EULA JOHNSON

EROSION CONTROL LINE

CONSTRUCTION BASELINE

D A N I A B E A C H

S T

A R

T O

F F

L S

T A

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

ACCESS

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

0ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R98

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 - Contract A\080 - Plans\05 Civil\C-05

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

20.4

20.1

19.1

18.2

17.7

16.3

16.2

16.1

15.9

15.7

15.6

15.5

15.4

15.3

15.1

15.0

14.7

13.7

12.4

11.5

11.0

10.9

10.8

10.5

10.0

9.3

8.4

7.5

7.4 7.3

6.9

6.8

6.7

6.5

6.2

6.1

5.9

5.8

5.3

5.2

5.1

4.8

4.1

4.0

3.7

3.3

2.8

1.7

0.1

+0.4

+2.3

+3.4

+5.4

+5.7 +6.3

+6.3

+6.8

+7.6

+9.1

KEY PLAN

C -0

C -1

R-99 R-100

T-101

X= 948500

X= 948000

X= 947500

X= 947000

X= 947500

X= 948000

100' 200'0

-B

C S e g -C

B p ln .d g n

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

C-06

B E

A C

H F

L P

L A

CONSTRUCTION BASELINE

EROSION CONTROL LINE

E A

S T D

A N

E A

C H B

O U

L E

V A

R D

N. OCEAN DR

D A N I A B E A C H

ACCESS

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

0ELEV. +5.9

BERM CREST

TOLERANCE

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

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 - Contract A\080 - Plans\05 Civil\C-06

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

18.8

18.5

18.3

18.2

18.1

18.0

17.9

17.8

17.6

17.3

17.1

17.0

16.9

16.6

16.4

16.1

15.9

15.8

15.6

15.1

14.9

14.4

14.3

13.9

13.2

13.0

12.9

12.8

12.6

12.0

11.6

10.8

10.5

10.0

9.9

9.4

9.4 9.3

9.3

9.29.1

9.1

8.9

8.7

8.5

8.4

8.3

8.3 8.3

8.1

7.9

7.8 7.8

7.7

7.4

7.3

7.1

7.0

6.9

6.5

6.56.5

6.1

5.75.7

5.6

4.9

4.8

4.4

4.2

4.0

3.9

3.7

3.23.0

2.5 0.20.2

0.1 +1.2

+1.3

+2.3

+2.4

+2.6 +2.7

+3.0

+7.6

+8.4 +8.5

KEY PLAN

C -0

C -1

20.4

20.3

20.2

19.5

19.4

19.3

19.2

19.1

18.4

18.0

17.6

17.4

16.9

16.8

16.3

15.8

15.4

15.2

14.9

14.4

13.9

13.5

13.0

12.8

12.1

11.4

10.7

9.9

9.3

9.2

9.1

9.0

8.9

8.8

8.5

8.2

8.1

8.0

7.6

7.5

7.3

7.2

7.1

6.8

6.7

6.5

6.4

5.8

5.7

4.9

4.3

3.9

3.6

3.1

2.9

2.0

1.4

0.1

+0.4

+1.9

+2.2

+2.3

+2.7

+4.7

+4.8

+5.0

+6.5

+7.8

+8.4

+9.3

+11.7

+12.2

+12.6

T-102

R-103

X= 946500

X= 947000

X= 947500

X= 948000

X= 946500

X= 947000

X= 947500

X= 948000

-B

C S e g -C

B p ln .d g n

100' 200'0

B E

A C

H F

L P

L A

C-07

N. OCEAN DR

A1A

D E

S O

T O S

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

M E

A D

E S

C U

S T

E R S

P E

R S

G S

N. SURF RD

A1A

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

ACCESS

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-T102

BO3-R103

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

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 - Contract A\080 - Plans\05 Civil\C-07

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

22.6

22.3

22.2

21.8

20.8

20.6

20.5

20.3

20.1

19.6

19.5

18.7

18.3

18.2

18.1

17.8

17.1 16.9

16.4

15.6

15.4

15.0

14.7

14.3

13.3

12.1

11.7

11.3

10.8

10.7

10.6

10.5

10.4

10.2

10.0

10.0 9.9

9.9

9.6

9.69.6

9.6

9.5

9.4 9.2

9.2

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.2

7.1

7.0

6.9

6.8

6.6

6.2

6.1

5.6

5.2

5.1 4.8

4.4 4.2

4.1

4.0

3.6

3.6 3.5

3.2

3.1

2.8

2.4

2.1

1.7

1.6

1.2

1.1

0.7

+0.8

+1.1

+3.4

+3.6

+3.7

+4.6

+4.7

+5.6

+5.9

+6.3

+6.5

+7.3

+9.9

+10.3

+10.5

+11.6 +12.1

R-104

R-105 R-106

X= 948000

X= 947000

X= 947500

X= 946500

X= 947000

X= 947500

A1A A1A

N. OCEAN DR

P E

R S

G S

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

C O

D Y S

D O

U G

L A

S S

F O

R R

E S

T S

N. SURF RD

SIMMS ST

100' 200'0

-B

C S e g -C

B p ln .d g n

C-08

B E

A C

H F

L P

L 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

CONSTRUCTION BASELINE

EROSION CONTROL LINE

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R106

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

HOLLYWOOD NORTH BEACH PARK

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 - Contract A\080 - Plans\05 Civil\C-08

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

22.2

22.1

22.0

21.9

21.8

21.6

20.6

20.5

20.4

19.9

19.3

18.7

18.0

17.7

17.6

16.8

16.5

16.4

16.0

15.7

15.3

14.7

14.4

13.4

13.3

12.4 12.3

12.1

11.4

11.0

10.9

10.8 10.7

10.5

10.3

10.1

10.0

9.9

9.8

9.7

9.6 9.6

9.5

9.4

9.4 9.3

9.3

9.1 9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.3

8.18.1

8.1

7.7

7.6

7.5

6.7 6.6

5.9 5.8

5.1

5.0

4.8 4.4

4.3 4.0 3.6

3.6 3.2

2.9

2.8

2.4 1.8

1.8

1.5

1.3

1.2

1.1

0.2

+0.6

+1.0

+2.3

+2.6 +2.8

+3.1

+3.2

+3.9 +5.2

+5.5 +5.6 +6.2

+6.7

+6.9

+6.9 +7.1

+9.2

+11.0

R-107

R-108 R-1091

X= 946500

X= 947000

X= 947500

X= 948000

X= 946500

X= 947000

X= 947500

0 N

100' 200'0

-B

C S e g -C

B p ln .d g n

C-09

B E

A C

H F

L P

L A

A1A A1A

N. OCEAN DR

N. BOARDWALK

SIMMS ST

S H

E R

M A

N S

T H

O M

A S S

T 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

N. SURF RDN. SURF RD

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

CONSTRUCTION BASELINE

EROSION CONTROL LINE

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

S H

E R

A N S

T R

E E

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R109

BO3-R108

BO3-R107

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 - Contract A\080 - Plans\05 Civil\C-09

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

22.7

22.1

21.9

21.7

21.1

20.9

20.6

20.2

20.1

20.0

19.5

19.0

18.2

16.5

16.4

16.1

15.5

14.4

13.7

12.6

12.0

11.5

11.3

11.1

11.0

10.9

10.8

10.6

10.5

10.1

9.9

9.8

9.6

9.5

9.4

9.2

9.1

9.1 8.9

8.6

8.3

8.2

8.1

8.0

7.6

7.4

7.2

6.3

5.5

4.5

4.3

3.9

3.7

3.4

3.2

2.2 2.0

2.0

1.4

0.7

-0.0

+0.4

+1.1

+2.2

+2.6

+2.7

+3.2

+3.9

+4.8

+5.6

+5.8

+6.4

+6.5

+7.1

+7.6

+9.0

+9.6

R-110

T-111

X= 946000

X= 946500

X= 947000

X= 947500

X= 948000

X= 947500

X= 946500

X= 947000

-B

C S e g -C

B p ln .d g n

100' 200'0 C-10

B E

A C

H F

L P

L A

C A

R O

A S

T A

F T S

N. BOARDWALK

N. SURF RD

R O

O S

E V

E L T S

N E

V A

D A S

N E

B R

A S

K A S

M C

L E

Y S

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

A1A

N. OCEAN DR

H A

R D

G S

S O

N S

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

CONSTRUCTION BASELINE

EROSION CONTROL LINE

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

& TOLERANCE TOE OF FILL

MEAN HIGHWATER ELEV. +.36

ACCESS

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-T111

BO3-R110

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 - Contract A\080 - Plans\05 Civil\C-10

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

T-112

R-113 T-114

22.3

22.1

21.3

21.2 21.1

21.0

20.5

20.4 19.8

19.6

19.4 19.2

19.0

18.7

18.6 18.2

18.2

17.3

17.0

16.9 16.5

16.1

15.9

15.6

15.5

15.2

15.1

15.0 14.9

14.3

14.1

13.6

13.5

13.1

12.6

12.5

12.2

12.0

11.0

10.9

10.5

10.3

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.1

9.0

8.9

8.8

8.7

8.6

8.4

8.3

8.2 8.1

8.1

7.9

7.8

7.6

7.4

7.3

7.2

7.0

6.8

6.3

6.2

6.1

5.8

5.4

5.2

4.5

4.4

4.3

4.0

3.9

3.6

3.4

3.1

2.9

2.7

2.2

1.9

1.1

1.00.3

0.1 +0.4 +0.7

+1.8 +2.2 +2.3

+2.5 +3.0 +3.3

+3.5 +4.8 +5.1

+5.2

+5.5 +5.6

+5.6

+5.7

+6.0

+6.0 +6.0

+6.1 +6.2

+6.2 +6.3

+6.3

+7.0

X= 947500

X= 946500

X= 947000

X= 946000

X= 946500

X= 947000

X= 947500

-B

C S e g -C

B p ln .d g n

100' 200'0

C-11

A1A

N. OCEAN DR

N. BOARDWALK

N. SURF RD

N. BOARDWALK

H A

Y E

S S

G R

A N

T S

N E

S O

T A S

J O

H N

S O

N S

A N S

B U

C H

A N

A N S

N A 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

A R

O N

A S

G A

R F

L D S

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

100' 200'0

B E

A C

H F

L P

L A

N -B

C S e g -C

B p ln .d g n

EROSION CONTROL LINE

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

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

CONSTRUCTION BASELINE

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-T114

BO3-R113

BO3-T112

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 - Contract A\080 - Plans\05 Civil\C-11

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

20.1

19.8

19.4

19.0

18.9

18.6

18.4

18.3

18.0

16.8 16.5

16.0

15.4

15.2

14.8

14.6

14.1

13.7

13.2

12.8

12.2

11.9

10.7

10.4

9.8

9.6

9.5

9.4

9.1

9.0

8.9

8.6

8.5

8.4

8.3

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.3

7.2

7.1

6.9

6.8

6.7

6.6

6.4

6.2

5.7

5.1

4.9

4.8

4.1

3.7

3.2

3.0

2.4

1.7

1.3

+1.0

+1.0 +3.3

+3.3

+3.8

+4.0

+4.8

+5.0

+5.7

+5.9

+6.1

+6.4

+7.3

+9.2

+9.4

R-115 R-116

X= 946500

X= 947000

X= 947500

X= 946000

X= 946500

X= 947000

X= 947500

0 N

100' 200'0 C-12

B E

A C

H F

L P

L A

A R

O N

A S

P O

L K S

T Y

L E

R S

H A

R R

O N S

V A

N B

U R

E N S

J A

C K

S O

N S

O R

E G

O N S

M O

N R

O E S

M A

O N S

G E

O R

N. BOARDWALK

S. SURF RD

N. SURF RD

N. OCEAN DR

S. OCEAN DR A1A

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

O U

L E

V A

R D

CONSTRUCTION BASELINE

EROSION CONTROL LINE

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

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

C S e g -C

B p ln .d g n

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R116

BO3-R115

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 - Contract A\080 - Plans\05 Civil\C-12

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

20.1

20.0

19.6

19.5

19.2

18.7

18.2

17.9

17.7

17.3

17.2

17.1

16.6

16.5

16.2

16.1

15.9

15.8

15.7

15.6

15.5

14.8

14.7

14.1

13.5

13.1

12.5

12.3 11.5

10.7 10.4

9.4

9.3

9.2

9.1 9.1

9.1

8.9

8.8

8.7

8.6

8.5

8.3

8.2

8.0

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.4

6.3

6.2

6.0

5.8 5.5

5.2

5.1

4.7

4.5 4.4

4.3

4.0

3.7 3.6

3.5

3.0

2.4

2.3

2.1

2.0

1.7

1.6

1.2 0.9

0.5

0.2

-0.0 +0.1 +0.7 +1.2

+3.2 +3.3

+4.2

+4.9

+5.1 +5.3

+5.4

+5.6

+5.7 +5.7

+5.8

+6.0

+6.1

+6.1 +6.2

+6.5

+6.6

+7.0 +7.0 +7.9

+8.4

R-117 R-118

R-119

X= 946500

X= 947000

X= 947500

X= 946000

X= 946500

X= 947000

X= 947500

X= 945500

100' 200'0

-B

C S e g -C

B p ln .d g n

C-13

B E

A C

H F

L P

L A

M A

O N S

G E

O R

J E

F F

E R

S O

N S

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

F O

X G

L O

V E T

E R

R A

C E

G R

E E

N B

R T

E R

R A

C E

H Y

A C

T H T

E R

R A

C E

S. SURF RD

A1A

S. O

CEAN DR

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

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

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

STAGING

ACCESS

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

0ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R119

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 - Contract A\080 - Plans\05 Civil\C-13

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

19.7

19.6

19.5

19.1

18.8

18.4 18.3

18.3

18.1

18.0

17.6

17.5

17.1

16.7

16.3

15.7

15.6

15.0

14.4

14.2

13.5

12.6

11.6

10.9

10.6

9.7

9.5

8.8

8.7

8.5

8.4

8.3

8.2

8.1

8.0

7.7

7.5

7.4

7.3

7.2

7.1

7.0

6.8

6.7

6.6

6.3

6.2

6.1

5.9

5.8

5.7

5.4

5.0

4.4

4.1

3.7

3.5

3.1

2.2

1.5 -0.0

+1.0 +2.3

+2.6

+2.8 +2.9

+5.4

+6.5

+8.4

+8.7

R-120T

R-121

X= 945500

X= 947000

0X= 947500

X= 947000

X= 946500

X= 946000

X= 946500

-B

C S e g -C

B p ln .d g n

100' 200'0 C-14

B E

A C

H F

L P

L A

A1A A1AS. OCEAN DR

G R

E E

N B

R T

E R

R A

C E

H Y

A C

T H T

E R

R A

C E

E R

R A

C E

M A

G N

O L

E R

R A

C E

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

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

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

STAGING

ACCESSM

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

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R121

BO3-R120T

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 - Contract A\080 - Plans\05 Civil\C-14

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

21.8

21.7

21.1

20.9

20.5

20.3

20.0

19.5

19.3

18.7

18.4

18.1

18.0

17.9

17.2

17.1

17.0

16.9

16.8 16.6

16.3 16.1

16.1

15.8

15.3

14.8

14.7

13.9

13.7

12.7

12.4

11.4

11.3

10.3

9.5

9.0

8.8

8.6

8.5

8.4

8.2

7.9

7.7

7.6

7.5

7.4

7.3

7.2

7.1

6.7

6.5

6.4

6.3

6.2

6.1

6.0

5.8

5.7

5.3

5.2

4.8

4.7

4.2

4.1

3.5

3.4

2.7

1.3

0.2

+1.0

+1.6

+3.1

+4.5

+4.6

+5.7

+8.7 +10.8

R-122 R-123

X= 946000

X= 946500

X= 947000

X= 945500

X= 946500

X= 947000

X= 946000

-B

C S e g -C

B p ln .d g n

C-15

B E

A C

H F

L P

L A

100' 200'0

A1A

S. OCEAN DR

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

EROSION CONTROL LINE

CONSTRUCTION BASELINE

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

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

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

EROSION CONTROL LINE

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R123

BO3-R122

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 - Contract A\080 - Plans\05 Civil\C-15

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

L O

B R

O W

A R

D C

O U

N T

Y S

E G

M E

N T I

W E

KEY PLAN

C -0

C -1

23.1

22.4

22.2

22.1

21.7

21.5

21.4

21.2

21.1

21.1 21.1

20.8

20.7

20.5

20.4

20.2

20.1

20.0

19.4

19.2

18.8

18.1

18.0

17.1

16.3

15.8

15.5

15.0

14.7

14.1 14.1

13.6

13.3

13.2

12.1

11.4

10.9

10.6

9.8

9.7

9.5

9.4

9.2

9.1

8.9

8.7

8.6

8.4

8.3

8.2

8.1

7.9

7.8

7.7

7.6

7.5

7.4

7.3

7.2

6.9

6.8

6.7

6.4

6.3

6.2

5.9

5.6

5.5

5.4

5.2

5.1

4.7

4.6

4.3

3.9

3.5

3.3 3.1

3.0

+0.2

+0.3 +0.7

+2.1

+2.5 +3.0

+3.7

+3.9

+4.4

+4.7

+5.0

+5.5

+5.5 +6.5 +7.2

+8.8

+9.5

R-124

R-125

R-126

100' 200'0

-B

C S e g -C

B p ln .d g n

C-16

X= 946000

X= 946500

X= 945500

X= 945000

X= 945500

X= 946000

X= 946500

X= 947000

B E

A C

H F

L P

L A

A1A A1A

S. OCEAN DR

H A

L L

A N

D A

L E A

V E

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 A N D A L E B E A C H

H A

L L

A N

D A

L E B

E A

C H B

L V

EROSION CONTROL LINE

CONSTRUCTION BASELINE

B E A C H

H O L LY W O O D

& TOLERANCE TOE OF FILL

MEAN HIGH WATER ELEV. +0.36

ACCESS

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

ACCESS

ELEV. +5.9

BERM CREST

TOLERANCE

BO3-R124

H E

P H

E R

E S

L A M

E R D

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 - Contract A\080 - Plans\05 Civil\C-16

M M

M Y

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

B E

R G

E N

J L

A G

R O

N E

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

B E

A C

H E

R O

N C

O N

T R

O L P

R O J E

C T

B R

O W

A R

D C

O U

N T

Y F

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

File details come from the government source that posted it.