B.08.02 RTA_Plans.pdf

PDF 15 MB Posted Nov 6, 2020

Attached to: Shore Protection Project, Segment II, Beach Renourishment 2020-2021, Broward County, Florida
Solicitation number: W912EP21B0001
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 opportunity for beach renourishment services in Broward County, Florida. The U.S. Army Corps of Engineers Engineering District Jacksonville is seeking bids to renourish 8.9 miles of shoreline between Hillsboro Inlet and Port Everglades Inlet, placing approximately 210,000 cubic yards of sand under the base requirement and an additional 177,000 cubic yards under the option. Bids are due around November 30, 2020 under Solicitation Number W912EP21B0001. The work period is estimated at 250 calendar days. The NAICS code is 237990 and the magnitude of construction is estimated between $20-30 million. This is an unrestricted acquisition open to all responsible offerors. Interested vendors must register with beta.SAM to receive any amendments to the solicitation.

View the file

Other files

File	Type	Posted
W912EP21B0001 Bid Abstract Broward Segment II.pdf	PDF	Dec 15, 2020
W912EP21B0001 Amendment 0002.pdf	PDF	Dec 2, 2020
Broward Segment II- Pre Bid Site Visit Memo (SIGNED).pdf	PDF	Nov 24, 2020
W912EP21B0001 Amendment 0001.pdf	PDF	Nov 16, 2020
B.08.02 21B0001Volume1Specs_RTA.pdf	PDF	Nov 6, 2020
B.08.02 21B0001Volume2Specs_RTA.pdf	PDF	Nov 6, 2020

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C-10

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

P R

O J

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

G-05

SHEET TITLESHEET ID

SHORE PROTECTION PROJECT

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

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

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

G-01

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N D S

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C-23

C-24

C-25

C-26

C-27

PLAN VIEW STA. 32+700 TO STA. 35+400

PLAN VIEW STA. 35+400 TO STA. 38+000

PLAN VIEW STA. 38+000 TO STA. 40+600

PLAN VIEW STA. 40+600 TO STA. 43+300

PLAN VIEW STA. 43+300 TO STA. 45+900

PLAN VIEW STA. 45+900 TO STA. 48+500

PLAN VIEW STA. 48+500 TO STA. 51+100

PLAN VIEW STA. 51+100 TO STA. 53+700

PLAN VIEW STA. 53+700 TO STA. 56+300

PLAN VIEW STA. 56+300 TO STA. 58+900

TYPICAL CROSS SECTIONS

PLAN VIEW STA. 58+900 TO STA. 61+500

PLAN VIEW STA. 61+500 TO STA.64+100

PLAN VIEW STA. 64+100 TO STA. 66+700

PLAN VIEW STA. 66+700 TO STA. 69+300

BROWARD COUNTY, FLORIDA

of Engineers

US Army Corps

SOLICITATION NO.:

CONTROL DATA

CROSS SECTIONS R-31 TO R-36

CROSS SECTIONS R-37 TO R-42

CROSS SECTIONS R-43 TO R-48

CROSS SECTIONS R-49 TO R-54

CROSS SECTIONS R-55 TO R-60

CROSS SECTIONS R-61 TO R-66

CROSS SECTIONS R-67 TO R-72

PLAN VIEW STA. 25+000 TO STA. 27+600

PLAN VIEW STA. 27+600 TO STA. 30+200

PLAN VIEW STA. 30+200 TO STA. 32+700

PLAN VIEW STA. 69+300 TO STA. 71+792

PROJECT OVERVIEW

CONTROL DATA

G-06

G-07

G-08 CONTROL DATA

PAYMENT AND ACCEPTANCE SECTIONS

C-28

SEGMENT II BEACH RENOURISHMENT

2020-2021

-G

-B C

B R

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I1 c o v e r.

d g n

CROSS SECTIONS R-25 TO R-30

BEACH

POMPANO

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

E. COMMERCIAL BLVD.

E. ATLANTIC BLVD.

E. SUNRISE BLVD.

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W912EP21B0001

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DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

DISCIPLINE DESIGNATOR

1 on 20FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

WITH AZMITH BEARING

FDEP RANGE MONUMENT

GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

RANGE LINE MONUMENT

TOE OF CONSTRUCTION SLOPE

FILL SLOPE SYMBOL

WITH NOTATION

EXISTING CONTOUR LINE

(PLAN VIEW)

BEACH FILL AREA

LOCATION FALLS OFF PAGE

EXISTING GRADE

BE CCAFS 27

(PROFILE VIEW)

BEACH FILL

SOUNDING / ELEV. 4.5 +4.8

R -6

4255-123

4255-124

(CBL)

CONSTRUCTION BASELINE POINT

(ECL)

EROSION CONTROL POINT

PROJECT LEGEND

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400'0 200'20' 40'0

200'0 100'

PLAN

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

DRAWING AREA TITLE REDUCED TO FIT

TITLE

C-08

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

REFERENCE SYMBOL KEY

SURVEY NOTES

CBL

ECL

C - CIVIL

G - GENERAL

PROFILE

VERT

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSLE

SBDA

RGE

RFI

N.T.S.

NOAA

NAVD88

NAD83

MLW

MLLW

MHW

INV

HORZ

FDOT

FDEP

EOB

EXIST

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SOVEREIGNTY SUBMERGED LANDS EASEMENT

SQUARE FEET

SAND BYPASS DREDGE AREA

RANGE

REQUEST FOR INFORMATION

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

IRON PIPE

INVERT

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 RESTORED AREAS.

COASTAL VEGETATION PLANTING FOR VEGETATION PLANTING REQUIREMENTS

POST-CONSTRUCTION RESTORATION REQUIREMENTS. SEE SECTION 32 93 00

AND ACCESS LIMITATIONS AND PRE-CONSTRUCTION DOCUMENTATION AND

9. SEE SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES FOR STAGING

CONSTRUCTION FACILITIES AND SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

CONTRACT REQUIREMENTS ARE MET, SPECIFICALLY SECTION 01 50 02 TEMPORARY

8. CONTRACTOR EQUIPMENT MAY BE STAGED SEAWARD OF THE ECL IF ALL

ON THIS SHEET.

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN

APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS

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

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

MEASUREMENTS (AERIAL IMAGERY DATED WINTER OF 2016).

DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR

CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE

SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE

IN THE BEARING.

OF FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO MINOR DIFFERENCES

VALUES INDICATE SEAWARD DISTANCE. DISTANCES ALONG ESTABLISHED AZIMUTHS

ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION BASELINE (CBL). POSITIVE

5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE FEATURES

IN THE UNITS OF U.S. SURVEY FEET.

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE

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

(NAD83(2011)).

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983

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

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

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

ACCESS AREA

FDEP MONUMENTS TO ENSURE RTK GPS ACCURACY.

d.) START OF DAY AND END OF DAY CHECKS WERE TAKEN ON SECOND ORDER

OF EACH SURVEY DAY.

c.) OFFSHORE BAR CHECKS WERE PERFORMED AT THE BEGINNING AND END b.) ON MOST LINES A TEMPORARY BM WAS SHOT.

CHECKED TO WITHIN 0.02FT (WHERE APPLICABLE).

a.) ON ALL LINES THE LEVEL WAS CHECKED BACK INTO THE MONUMENT AND

AND INCLUDE THE FOLLOWING:

8. REDUNDANCY CHECKS FOR QUALITY ASSURANCE WERE COMPLETED AT EACH LINE

ALL POSITIONS ARE SHOWN IN THE UNITS OF U. S. SURVEY FEET.

(NAVD88).

ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

THE NORTH AMERICAN DATUM OF 1983 (1990 ADJUSTMENT).

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

7. THE HORIZONTAL POSITIONS REPORTED BY THIS SURVEY ARE IN THE STATE PLANE

(SURVEY LEVEL, 25FT. ROD, AND LASER RANGE FINDER), AND USE OF RTK.

ONSHORE DATA WAS COLLECTED BY MEANS OF STANDARD SURVEYING TECHNIQUES

(DEP RANGE LINE AZIMUTH).

WAS NAVIGATED WITH RTK AND HYPACK SOFTWARE ALONG A PREDETERMINED LINE

SURVEY VESSEL AND ODOM HYDROTRAC FATHOMETER WITH DIGITIZER. THE VESSEL

OCEANOGRAPHICS HYPACK SOFTWARE. OFFSHORE DATA WAS COLLECTED WITH THE

THE TRIMBLE R8 REAL-TIME KINEMATIC (RTK) INTERFACED WITH COASTAL

THE NAVIGATION AND POSITIONING SYSTEM USED ONBOARD THE SURVEY VESSEL IS

TOPOGRAPHIC AND HYDROGRAPHIC SURVEYS OF THE BEACH AND OFFSHORE AREAS.

6. THE PHYSICAL MONITORING OF THE BROWARD COUNTY PROJECT INCLUDES

R-82.3, R-82.7, R-83.3, R-83.7, R-84.3, and R-84.7.

IN BROWARD COUNTY. ADDITIONAL SURVEYS WERE CONDUCTED AT R-81.3, R-81.7,

ENVIRONMENTAL PROTECTION (FDEP) REFERENCE RANGE LINES R-25 THROUGH R-85

5. THE MONITORING SURVEY CONSISTS OF FLORIDA DEPARTMENT OF

THROUGH 07 MAY 2020.

4. APTIM SURVEYORS CONDUCTED THE BEACH PROFILE SURVEY FROM 22 APRIL 2020

COUNTY’S PHYSICAL MONITORING PROGRAM.

PROVIDE TOPOGRAPHIC AND HYDROGRAPHIC SURVEY SERVICES AS PART OF THE

COUNTY FOR THE BROWARD COUNTY SHORE PROTECTION PROJECT, SEGMENT II TO

JOINT VENTURE (J/V) WAS CONTRACTED BY CONSULTANT SERVICES OF BROWARD

3. APTIM COASTAL PLANNING & ENGINEERING, LLC. /OLSEN ASSOCIATES, INC. (OAI)

CONTRACTOR. IT IS NOT THE RESULT OF A USACE CONTRACTING ACTION.

2. THIS SURVEY DATA WAS FURNISHED BY THE LOCAL SPONSOR, OR A THIRD PARTY

PROJECT, SEGMENT II, 2020 MONITORING.

1. REFER TO USACE SURVEY NUMBER 20-270. BROWARD COUNTY SHORE PROTECTION

MHW

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BEACH

POMPANO

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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

R-14.5

R-15

R-15.5

R-16

R-16.5

R-17

R-17.5

R-18

R-18.5

R-19

R-19.5

R-20

R-20.5

T-21

R-21.5

T-22 R-22.5

R-23 R-23.5

R-24 R-25

R-25.5 R-26

R-26.5

R-27

R-27.5

R-28

R-28.5

R-29

R-29.5

R-30

R-30.5

R-31

R-31.5

R-32 R-32.5

R-33

R-33.5

R-34

R-34.5

R-35

R-35.5

R-36 R-36.5

R-37

R-37.5

R-38

R-38.5

R-39

R-39.5

R-40

R-40.5

R-41

R-41.5

T-42

R-42.5

R-43 R-43.5

R-44

R-44.5

R-45

R-45.5

R-46 R-46.5 R-47

R-47.5

R-48

R-48.5

R-49

R-49.5

R-50

R-50.5

R-51

R-51.5

T-52

R-52.5

R-53

R-53.5

R-54

R-54.5

R-55 R-55.5

R-56

R-56.5

R-57

R-57.5

R-58

R-58.5 R-59

R-59.5

R-60

R-60.5

R-61

R-61.5

R-62

R-62.5 T-63

R-63.5

R-64

R-64.5

R-65

R-65.5

R-66

R-66.5

R-67

R-67.5

R-68

R-68.5

T-69

R-69.5

R-70

R-70.5

R-71

R-71.5

R-72

R-72.5

R-73

R-73.5

R-74

R-75

R-76

R-77

R-78

T-79

R-80

R-81

R-82

R-83

R-84

R-85

R-86

R-87

T-88

R-89

T-90

T-91

R-92

R-93

R-94

R-95

R-96

T-97

R-98

R-99

R-100

T-101

BEACH

POMPANO

BY-THE-SEA

LAUDERDALE

FORT

HILLSBORO

PORT EVERGLADES INLET

HILLSBORO INLET

R-25

R-41.3

R-51

R-72

EVERGLADES

PORT

AIRPORT

INTERNATIONAL

FT. LAUDERDALE

N.T.S.

LOCATION MAP

ATLANTIC OCEAN

MHWL ONLY

FILL ABOVE

R-31

R-36.5 MHWL ONLY

FILL ABOVE

OPTION A

BASE

REACH 1

REACH 2

REACH 3

REACH 4

-G

-B C

B R

-G

I1 .d g n

G-03

G E

N E

O J E

C T O

V E

R V

3000' 6000'0

PROJECT OVERVIEW

INLET

HILLSBORO

OCEAN

ATLANTIC

BROWARD COUNTY

STATE OF FLORIDA

NE 16TH ST

ACCESS AREA

NE 10TH ST

ACCESS AREA

SE 4TH ST

ACCESS AREA

SE 8TH ST

ACCESS AREA

SE 12TH ST

ACCESS AREA

PALM AVE

ACCESS AREA

NE 30TH ST

ACCESS AREA

NE 27TH ST

ACCESS AREA

NE 25TH ST

ACCESS AREA

NE 18TH ST

ACCESS AREA

R-25

R-72

O P

N A

B A

S E

B E

A C

H F

L A

R E

LOCATION VOLUME (CY)

14,500

91,000

REACH 3 (R-41.3 TO R-51)

REACH 2 (R-36.5 TO R-41.3)

ESTIMATED QUANTITIES

REACH 1 (R-31 TO R-36.5)

TOTAL 387,000

REACH 4 (R-51 TO R-72)

REACH 1 (R-25 TO R-31) 167,000

27,500

87,000

WASHINGTONIA AVE

ACCESS AREA

SUNRISE BLVD

ACCESS AREA

R-24

R-25

R-25.5

R-26

R-26.5

R-27

R-27.5

R-28

R-28.5

R-29

R-29.5

R-30

R-30.5

R-31

R-31.5

R-32

R-32.5

R-33

R-33.5

R-34

ECL-1

ECL-16

ECL-24

CBL-14

CBL-1

CBL-2

CBL-3

CBL-4

CBL-5

CBL-6

CBL-7

CBL-8

CBL-9

CBL-10

CBL-11

CBL-12

CBL-13

CBL-15

CBL-16

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HILLSBORO RANGE MONUMENT CONTROL

(X) EASTING (Y) NORTHING

(DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED FROM THE NORTH

MATCHLINE SHEET G-05 STA. 34+200

500' 1000'0 G-04

G E

N E

N T

R O

L D

A T

PLAN - CONTROL DATA

Y=700000

Y=698000

Y=696000

Y=694000

Y=692000

-G

-B C

B R

-G

I1 c tl .d g n

R-34

R-33.5

R-33

R-32.5

R-32

R-31.5

R-31

R-30.5

R-30

R-29.5

R-29

R-28.5

R-28

R-27.5

R-27

R-26.5

R-26

R-25.5

R-25

954,716.4

954,798.9

954,881.4

954,944.7

955,007.9

955,170.6

955,333.3

955,451.8

955,570.2

955,684.8

955,799.4

955,888.5

955,977.6

956,095.3

956,212.9

956,304.8

956,396.7

956,625.3

956,907.3

692,030.9

692,548.5

693,066.1

693,453.4

693,840.7

694,427.6

695,014.4

695,484.5

695,954.5

696,449.7

696,944.9

697,360.3

697,775.6

698,293.4

698,811.3

699,308.8

699,806.4

700,187.9

700,560.1

100º

100°

163° STATIONING

BASELINE

CONSTRUCTION

POINT (X) EASTING (Y) NORTHING

CBL

ECL

POINT EASTING NORTHING

CONSTRUCTION BASELINE (CBL)

EROSION CONTROL LINE (ECL)

POINT

POMPANO

BEACH

691916.7

692410.2

692905.0

693400.5

693891.2

694410.3

694979.2

695923.4

696916.1

697759.5

698784.4

699319.8

699711.8

699319.8

699638.4

699790.6

699690.1

699790.6

699948.9

700119.4

699690.2

700119.4

700270.3

700741.2

700270.3

700285.1

700405.7

700471.4

700450.2

700960.7

954887.8

954922.0

955016.4

955076.0

955155.2

955294.3

955489.4

955698.5

955961.2

956083.4

956292.5

956392.6

955929.5

956392.6

956531.7

956550.3

957375.2

956550.3

956585.5

956663.7

957375.2

956663.7

956780.2

956428.4

956780.2

956799.2

956947.6

957045.1

957116.0

957428.9

692,019.5

693,033.5

693,797.7

695,003.5

695,919.4

696,890.3

697,725.7

698,280.7

698,792.8

698,794.0

699,289.0

699,784.0

700,196.3

700,389.8

700,532.4

700,545.2

954,898.9

955,071.6

955,175.0

955,460.5

955,819.6

956,028.1

956,103.1

956,167.7

956,317.9

956,318.3

956,383.7

956,433.7

956,596.6

956,706.8

956,912.9

956,940.7

33+892.3

32+863.6

32+092.5

30+853.3

29+869.6

28+876.5

28+037.8

27+479.0

26+945.4

26+944.1

26+444.8

25+947.2

25+503.9

25+281.2

25+030.6

25+000.0

PB PIER

BROWARD 1 TBM

DESIGNATION NORTHING EASTING NAVD88

BROWARD1 TBM

PB PIER

692,033.69

692,240.88

954,827.84

955,172.20

10.73

19.57

SURVEY CONTROL (20-270)

R-34.5

R-35

R-35.5

R-36

R-36.5

R-37

R-37.5

R-38

R-38.5

R-39

R-39.5

R-40

R-40.5

R-41

R-41.5

T-42

R-42.5

R-43

R-43.5

ECL-32

ECL-48

CBL-21

CBL-23

CBL-26

CBL-27

CBL-28

CBL-29

CBL-30

CBL-17

CBL-18

CBL-19

CBL-20

CBL-22

CBL-24

CBL-25

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

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

R A

C O

A S

T A

L W

A T

E R

RANGE MONUMENT CONTROL

(X) EASTING (Y) NORTHING

(DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED FROM THE NORTH

MATCHLINE SHEET G-04 STA. 34+200

500' 1000'0 G-05

G E

N E

N T

R O

L D

A T

PLAN - CONTROL DATA

MATCHLINE SHEET G-06 STA. 43+500

-G

-B C

B R

-G

I1 c tl .d g n

Y=690000

Y=688000

Y=686000

Y=684000

R-43.5

R-43

R-42.5

T-42

R-41.5

R-41

R-40.5

R-40

R-39.5

R-39

R-38.5

R-38

R-37.5

R-37

R-36.5

R-36

R-35.5

R-35

R-34.5

953,730.3

953,807.6

953,950.4

954,009.9

954,164.4

954,159.5

954,272.2

954,256.4

954,405.5

954,480.2

954,511.6

954,533.4

954,564.1

954,533.7

954,594.5

954,584.9

954,610.6

954,636.4

954,676.4

682,773.7

683,180.2

683,654.9

684,192.9

684,727.8

685,179.2

685,632.9

686,062.0

686,604.2

687,092.6

687,556.3

688,046.9

688,517.0

688,988.9

689,466.7

689,877.0

690,449.3

691,021.5

691,526.2

100º

100°

100° STATIONING

BASELINE

CONSTRUCTION

POINT (X) EASTING (Y) NORTHING

CBL

ECL

953,897.7

953,982.6

954,071.0

954,154.5

954,231.8

954,354.6

954,541.4

954,622.4

954,672.9

954,747.1

954,812.4

954,807.4

691,503.1

683,153.7

683,653.2

684,182.0

684,732.0

685,174.0

686,055.0

687,082.9

688,043.4

688,988.4

688,988.7

689,879.2

689,879.0

691,016.1

POINT EASTING NORTHING

EROSION CONTROL LINE (ECL)

POINT

CONSTRUCTION BASELINE (CBL)

953736.5

953868.4

953967.1

954061.0

954126.2

954208.9

954282.3

954356.1

954434.6

954516.0

954600.8

954635.3

954644.2

954663.2

954685.3

954719.7

954713.2

954753.8

954795.6

954887.8

682549.4

683040.7

683531.2

684022.7

684499.9

685011.5

685505.8

685996.7

686480.5

686983.3

687487.4

687991.1

688488.3

688973.5

689432.0

689929.3

690427.9

690928.7

691423.2

691916.7

42+829.2

42+322.6

41+786.5

41+230.1

40+781.4

39+891.9

38+847.2

37+883.2

36+936.9

36+936.6

36+043.0

36+042.7

34+903.8

34+416.7

86-92-DA-10

86-92-DA-12

DESIGNATION NORTHING EASTING NAVD88

86-92-DA12

86-92-DA10

683,870.51

689,346.30

953,555.15

954,055.51

7.41

6.63

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

R-44

R-44.5

R-45

R-45.5

R-46

R-46.5

R-47

R-47.5

R-48

R-48.5

R-49

R-49.5

R-50

R-50.5

R-51

R-51.5

T-52

R-52.5

R-53

ECL-64

CBL-32

CBL-33

CBL-34

CBL-35

CBL-36

CBL-37

CBL-38

CBL-39

CBL-40

CBL-41

CBL-42

CBL-43

CBL-31

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

R A

C O

A S

T A

L W

A T

E R

(DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED FROM THE NORTH

500' 1000'0 G-06

G E

N E

N T

R O

L D

A T

PLAN - CONTROL DATA

Y=682000

Y=680000

Y=678000

Y=676000

Y=674000

-G

-B C

B R

-G

I1 c tl .d g n

R-53

R-52.5

T-52

R-51.5

R-51

R-50.5

R-50

R-49.5

R-49

R-48.5

R-48

R-47.5

R-47

R-46.5

R-46

R-45.5

R-45

R-44.5

R-44

952,654.6

952,683.3

952,717.4

952,820.8

952,892.2

952,920.9

952,949.6

952,960.8

952,972.1

953,021.2

953,070.3

953,145.9

953,221.5

953,304.8

953,388.2

953,400.8

953,413.5

953,533.2

953,653.0

100º

100°

673,343.5

673,742.7

674,202.8

674,733.1

675,262.3

675,698.1

676,133.9

676,697.2

677,260.4

677,824.3

678,388.2

679,022.9

679,657.6

679,980.9

680,304.3

680,760.6

681,216.9

681,792.0

682,367.2

CBL

ECL

STATIONING

BASELINE

CONSTRUCTION

POINT (X) EASTING (Y) NORTHING

MATCHLINE SHEET G-07 STA. 52+900

POINT EASTING NORTHING

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

POINT

LAUDERDALE

BY-THE-SEA

952707.9

952812.7

953010.3

953094.8

953127.9

953060.7

953102.3

953177.3

953250.0

953314.0

953375.1

953444.5

953514.0

953580.8

953652.1

673340.1

674197.3

675256.9

676126.1

677259.3

677614.4

678111.6

678629.3

679100.7

679614.0

680097.9

680592.1

681081.4

681572.0

682060.4

952,678.2

952,785.6

952,956.3

952,964.2

952,990.8

953,029.3

953,071.7

953,150.1

953,232.4

953,363.8

953,437.9

953,612.4

953,803.0

673,339.0

674,190.5

675,251.4

675,686.6

676,135.7

676,680.3

677,264.6

677,803.3

678,382.0

679,628.5

680,286.6

681,203.7

682,334.7

52+728.5

51+870.2

50+795.7

50+360.4

49+910.5

49+364.6

48+778.7

48+234.3

47+649.9

46+396.4

45+734.2

44+800.7

43+653.7

MATCHLINE SHEET G-05 STA. 43+500

86-92-DA-13

DESIGNATION NORTHING EASTING NAVD88

86-92-DA13

680,254.89

952,870.66 9.33

R-53.5

R-54

R-54.5

R-55

R-55.5

R-56

R-56.5

R-57

R-57.5

R-58

R-58.5

R-59

R-59.5

R-60

R-60.5

R-61

R-61.5

R-62

R-62.5

ECL-80

ECL-96

CBL-44

CBL-45

CBL-46

CBL-47

CBL-48

CBL-49

CBL-50

CBL-51

CBL-52

CBL-53

CBL-54

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

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

R A

C O

A S

T A

L W

A T

E R

PT (X) EASTING (Y) NORTHING (DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED FROM THE NORTH

500' 1000'0 G-07

G E

N E

N T

R O

L D

A T

PLAN - CONTROL DATA

PLANE COORDINATES (NAD83(90)

FLORIDA EAST ZONE

-G

-B C

B R

-G

I1 c tl .d g n

Y=672000

Y=670000

Y=668000

Y=666000

Y=664000

R-62.5

R-62

R-61.5

R-61

R-60.5

R-60

R-59.5

R-59

R-58.5

R-58

R-57.5

R-57

R-56.5

R-56

R-55.5

R-55

R-54.5

R-54

R-53.5

951,459.8

951,389.4

951,598.4

951,633.8

951,749.9

951,818.5

951,888.1

951,973.9

951,996.6

952,018.2

952,072.4

952,119.7

952,178.0

952,245.2

952,346.1

952,420.3

952,508.3

952,558.5

952,599.0

663,906.5

664,340.6

664,768.0

665,361.0

665,822.5

666,339.3

666,728.0

667,325.0

667,702.8

668,216.2

668,808.2

669,349.1

669,802.3

670,330.9

670,858.7

671,251.6

671,683.4

672,252.2

672,770.4

100°

105°

100°

95°

100°

105°

100°

95°

90°

100°

CBL

ECL

STATE PLANE COORDINATES (NAD83(90) FLHP-EF

951,527.6

951,690.6

951,873.5

951,987.6

952,069.5

952,175.8

952,297.8

952,450.2

952,525.4

952,552.5

952,579.3

664,302.6

665,356.7

666,323.0

667,321.9

668,211.4

669,349.9

670,332.2

671,246.3

671,829.6

672,040.0

672,247.5

MATCHLINE SHEET G-08 STA. 62+400

POINT EASTING NORTHING

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

POINT (X) EASTING (Y) NORTHING STATIONING

BASELINE

CONSTRUCTION

951511.3

951544.1

951597.7

951643.8

951697.4

951702.6

951746.1

951797.8

951868.6

951929.8

951957.2

951992.5

952038.2

952057.3

952051.4

952077.0

952088.6

952119.5

952147.1

952203.4

952223.7

952245.5

952267.2

952315.7

952374.0

952410.9

952459.1

952536.7

952595.8

952645.4

952681

952716.5

663714.0

663915.9

664292.6

664604.3

664930.2

665046.9

665257.6

665579.1

665969.6

666335.0

666548.5

666918.8

667287.0

667493.8

667628.6

667764.8

667904.3

668209.5

668478.6

668908.9

669225.4

669388.5

669652.8

669985.5

670382.1

670674.0

670883.8

671319.4

671710.3

672045.2

672379.4

672830.2

61+842.8

60+776.1

59+792.7

58+787.3

57+893.9

56+750.5

55+760.6

54+833.9

54+245.8

54+033.7

53+824.4

86-92-DA-19

86-92-DA-18

DESIGNATION NORTHING EASTING NAVD88

86-92-DA19

86-92-DA18

664,129.83

666,145.77

951,323.15

951,601.19

10.15

9.84

MATCHLINE SHEET G-06 STA. 52+900

T-63

R-63.5

R-64

R-64.5

R-65

R-65.5

R-66

R-66.5

R-67

R-67.5

R-68

R-68.5

T-69

R-69.5

R-70

R-70.5

R-71

R-71.5

R-72

ECL-150

ECL-112

ECL-136

CBL-64

CBL-55

CBL-56

CBL-57

CBL-58

CBL-59

CBL-60

CBL-61

CBL-62

CBL-63

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

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

R A

C O

A S

T A

L W

A T

E R

(DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED FROM THE NORTH

500' 1000'0 G-08

G E

N E

N T

R O

L D

A T

PLAN - CONTROL DATA

-G

-B C

B R

-G

I1 c tl .d g n

Y=662000

Y=660000

Y=658000

Y=656000

R-72

R-71.5

R-71

R-70.5

R-70

R-69.5

T-69

R-68.5

R-68

R-67.5

R-67

R-66.5

R-66

R-65.5

R-65

R-64.5

R-64

R-63.5

T-63

950,315.8

950,403.2

950,336.9

950,440.2

950,460.2

950,504.3

950,459.5

950,587.3

950,546.7

950,689.1

950,798.2

950,895.6

950,953.2

951,029.0

951,086.2

951,131.5

951,222.2

951,310.8

951,370.2

654,440.1

654,900.9

655,346.2

655,969.7

656,481.2

656,906.8

657,395.9

657,835.8

658,374.6

658,917.0

659,430.2

659,948.0

660,411.2

660,932.3

661,391.2

661,906.5

662,333.2

662,912.7

663,546.2

95°

100°

950,388.5

950,455.7

950,520.7

950,605.4

950,711.1

950,827.2

950,966.5

951,116.2

951,242.3

951,421.9

654,423.9

655,323.6

656,469.1

657,369.3

658,345.0

659,424.2

660,408.2

661,385.2

662,328.9

663,536.4

CBL

ECL

MATCHLINE SHEET G-08 STA. 62+400

T-069

POINT EASTING NORTHING

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

POINT

FORT

LAUDERDALE

POINT (X) EASTING (Y) NORTHING

STATIONING

BASELINE

CONSTRUCTION

950511.8

950503.4

950526.8

950514.1

950534.3

950520.4

950539.3

950561.8

950565.4

950562.3

950577.2

950593.0

950586.3

950608.8

950617.8

950612.3

950642.1

950664.5

950657.0

950695.5

950719.2

950720.6

950747.4

950756.6

950755.2

950783.7

950775.3

950800.9

950817.2

950833.2

950827.4

950861.5

950866.3

950897.0

950933.1

950970.6

950967.0

951007.1

951008.6

951055.1

951052.7

951084.5

951130.6

951135.2

951168.2

951191.4

951212.3

951247.7

951274.8

951291.3

951364.7

951423.8

951465.6

951511.3

654431.7

654627.2

654730.2

654882.7

654974.0

655136.9

655232.0

655594.3

655742.6

655884.1

656031.5

656312.4

656422.5

656572.3

656733.1

656819.6

656973.0

657230.0

657393.3

657538.6

657812.2

657916.4

658032.0

658130.5

658241.3

658394.3

658505.3

658614.7

658858.5

658949.9

659052.6

659181.4

659322.6

659470.7

659761.8

659910.0

660063.0

660216.7

660380.9

660545.7

660647.4

660773.4

661071.0

661196.6

661326.9

661452.4

661737.7

661934.4

662133.0

662364.9

662755.2

663118.6

663419.2

663714.0

71+791.9

70+889.6

69+742.2

68+838.1

67+856.6

66+771.3

65+777.5

64+789.0

63+836.9

62+616.2

DESIGNATION NORTHING EASTING NAVD88

SURVEY CONTROL (20-270)

86-92-DA25

86-92-DA24

86-92-DA23

641,412.00

642,744.50

647,952.92

949,722.70

949,531.42

949,989.46

5.35

9.66

9.29

-9

-D

-9

-D

-9

-D

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

.4 1

11.2

11.0 11.0

10.7

10.5

10.4

10.1

10.0

10.0 10.0

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.5

8.4

.4 8

8.3

8.0

7.9

7.8

7.6

7.3

7.2

7.1

6.8

6.4

6.3

6.2

6.1

6.0

5.9

5.2

5.0

.9 4 .8

3.7

2.0

1.5

+0.6

+1.7

+2.8

+3.3

+3.4

+4.2

+4.7

+4.9

+5.2

+7.1

+9.1

+9.8

+11.3

+11.4

+12.3

+12.7

R-25.5

R-26

R-26.5

R-27

R-27.5

R -2

CBL-1

CBL-3

CBL-5

CBL-4

CBL-6

CBL-9

CBL-8

CBL-7

CBL-2

C-01

100' 200'0

P L

A N V

APPROXIMATE TOE OF FILL

ECL

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

ATLANTIC OCEAN

BAY DR

R O

B B

S R

L E

H R

B A

R T

O N R

D O

W S

B E

A C

O N S

X=956000

X=956500

X=957000

-B

C B

R -C -C

.d g n o n o n

PLAN - BEACH FILL

EL. +7.9 FEET, NAVD88

UPPER BERM

SEAWARD LIMIT

EL. +5.9 FEET, NAVD88

LOWER BERM

SEAWARD LIMIT

HILLSBORO INLET

CBL

M A

T C

H L

E S

H E

E T C

-0 S

T A

S T

A T

O S

T A

N E

H S

' EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

S T

OPTION A

FROM CBL - 600 FEET

UPPER BERM OFFSET VARIES

FROM CBL - 534 FEET

UPPER BERM OFFSET VARIES

ACCESS AREA

S T

A .2

S T

(MARCH 2020)

HARDBOTTOM EDGE

TRANSITION

SHEET GENERAL NOTES

BE PLACED LANDWARD OF THE ECL.

1. REFER TO SHEET C-19 FOR LOCATIONS WHERE FILL SHALL NOT

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

17.0

16.5

16.2

14.1

14.0

13.6

13.1

12.3

11.9

11.8

11.7

11.6

11.5

11.3 11.3

11.3 11.2

11.1

10.9 10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1 10.1

10.0

9.9

9.8

9.6

9.5

9.4

9.3

9.1

9.0

8.9

8.7

8.5

8.2

8.1

8.0

7.6

7.5

7.3

7.2

7.1

7.0

6.9

6.6

6.5

6.3 6.2

6.0

5.9

5.8

5.7 5.5

5.4

5.2

5.0

4.9

4.8

4.7

4.6

4.5

4.3

3.8

3.0

2.5

2.3

2.2

0.3

0.1

+0.2

+1.9

+3.2

+4.3

+4.5

+4.7

+5.6

+6.2

+6.4

+7.2

+7.4

+7.8

+7.9

+8.3

+8.4

+8.5

+8.7

+8.8

+8.9

+9.0

+9.2

+9.3

+9.4

+9.7

+9.9

+10.1

+10.4

+11.0

+12.5

+12.8

+13.0

+13.1

+13.2

+13.2 R-28

R-28.5

R-29

R-29.5

R-30

0CBL-12

CBL-10 CBL-11

100' 200'0 C-02

P L

A N V

APPROXIMATE TOE OF FILL

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

ATLANTIC OCEAN

N E

ECL

-B

C B

R -C

B .d g n

X=957000

X=956500

X=956000

X=955500 o n o n

PLAN - BEACH FILL

EL. +5.9 FEET, NAVD88

OF LOWER BERM

SEAWARD LIMIT

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT CBL

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

T A

S T

A T

O S

T A

N OCEAN BLVD (A1A)

S T

EL. +5.9 FEET, NAVD88

BERM TOE OF SLOPED

S T

OPTION A

FROM CBL - 1,000 FEET

LOWER BERM OFFSET VARIES

FROM CBL - 2,763 FEET

UPPER BERM OFFSET VARIES

FROM CBL - 2,763 FEET CONT.

UPPER BERM OFFSET VARIES

ACCESS AREA

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

23.1

20.9

20.6

19.8

18.9

18.3

18.0

17.7

17.6

17.1

16.7

16.6

16.5

16.4

16.3

16.2

16.1

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.1

15.0

14.8

14.7

14.5

14.4

14.3

14.0

13.8

13.6

13.4

13.1

12.8

12.7

12.4

12.1

11.9

11.8

11.3

10.8

10.4

9.9

9.6

9.2

8.9

8.5

7.9

7.8

7.3

7.2

6.4

6.2 6.2

6.0

5.9

5.7

5.3

5.0 4.8

4.7

4.6

4.0

3.5

3.1

2.7

2.6

2.0

0.8

+0.4

+1.3

+2.7

+3.3

+4.2

+4.9

+6.4

+7.2

+7.4

+7.5

+7.9

+8.0

+8.3

+8.4

+8.8

+9.2

+9.3

+9.6

+9.8

+10.3

+10.9

+11.0

+11.1

+11.2

+11.8

+11.9

+12.1

+12.3 +12.4

+12.4

+13.1

+13.2

+14.1

+15.2

+15.5 +15.9

R-30.5

R-31

R-31.5

R-32 R-32.5

CBL-13

CBL-14

100' 200'0

C-03

APPROXIMATE TOE OF FILL

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

ATLANTIC OCEAN

ECL

N E

T H C

N E

T H S

N E

T H S

N E

T H P

N E

T H C

N E

T H C

P L

A N V

-B

C B

R -C

B .d g n

X=955000

X=955500

X=956000

X=956500

PLAN - BEACH FILL

o n

0 1 o n

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

T A

S T

A T

O S

T A

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

CBL

N E

T H S

N OCEAN BLVD (A1A)

S T

UPPER BERM FROM CBL

CONT. 2,763 FOOT TRANSISTION

EL. +5.9 FEET, NAVD88

OF LOWER BERM

SEAWARD LIMIT

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

BASEOPTION A

FILL ABOVE MHW ONLY SEE NOTE 3 ON C-19

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

300 FEET

TRANSITION

LOWER BERM

SHEET GENERAL NOTES

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

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

20.3

20.2 20.2

20.1

20.0

19.9

19.7

19.6

19.5

18.6

18.3

18.2

17.6

16.3

16.0

15.6

15.3

15.1

14.8

14.7

14.6

14.3

14.0

13.7

13.5

13.3

13.1

12.4

12.3

12.2

12.1

11.7

11.6

10.7

10.6

10.5

10.4

9.6

9.5

9.3

9.2 9.2

8.8

8.4

8.2

8.1

7.3

7.2

7.1

6.7

6.3

6.0

5.6

5.5

5.4

5.3

5.1

5.0

4.8

4.7

4.6

4.5

4.3

4.3 3.9

3.8

3.7

3.5

2.4 1.8

1.6

1.5

+0.5

+2.2

+2.7

+2.8

+3.7

+3.8

+4.9

+6.0

+6.2

+7.0

+7.1

+7.2 +7.3

+7.4

+7.6

+7.8

+8.1

+8.2+8.3

+8.4

+8.6 +8.6

+8.7

+8.8

+8.9

+9.2

+9.3

+9.6

+10.2

+10.5

+10.8

+10.9

+11.3

+11.4

+11.5

+11.7

+11.8

+11.9

+12.0

+12.1

+12.2

+12.3

+12.4

+12.6

+12.8

+12.9

+13.0

+13.5

R-33 R-33.5

R-34 R-34.5

R-35

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

0 3

CBL-15

CBL-16 CBL-18

CBL-17

C-04

P L

A N V

S T

A T

O S

T A

ECL

N E

R D S

N E

N D S

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

X=956000

X=955500

X=954500

X=955000 o n o n

PLAN - BEACH FILL

-B

C B

R -C

B .d g n

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

CBL

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

APPROXIMATE TOE OF FILL

ATLANTIC OCEAN

N OCEAN BLVD (A1A)

N POMPANO BEACH BLVD

FILL ABOVE MHW ONLY

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

BASE

(SEE NOTE 1)

POMPANO BEACH PIER

100' 200'0

SHEET GENERAL NOTES

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

BE PLACED LANDWARD OF THE ECL.

2. REFER TO SHEET C-19 FOR LOCATIONS WHERE FILL SHALL NOT

BY THE VIBRATION CONTROL SPECIALIST.

SLOPE TO TERMINATE THE TEMPLATE AT THE LIMITS DETERMINED

OPERATIONS. BEACH FILL SHALL TRANSITION DOWN ON 1V:3H

DISTANCE AND PROPOSED EQUIPMENT FOR PLACEMENT

CONTROL SPECIALIST SHALL DETERMINE THE SAFE WORKING

1. AS REQUIRED IN SECTION 02 22 13, THE VIBRATION MONITORING

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

19.9

19.6

19.5

19.4

19.3

19.2

19.1

18.9

18.7

18.5

18.4

18.3 18.3 18.3

18.3

17.8

17.7

17.6

17.5

17.4 17.3

17.3

17.1

16.9

16.7 16.5

16.3

16.1

15.9

15.6

15.5

15.4

15.1

15.0

14.9

14.7

14.1

13.8

13.6

13.5

13.2

12.6 12.5

11.7 11.5

10.8 10.3

9.5 9.2

8.6

8.3

8.2

7.6

7.3

7.1

6.7 6.4

6.3

5.5

5.3 5.2

4.5

4.4 4.3

3.6

3.3

2.7

2.3

1.9

1.8

1.2 0.4

0.4

+1.3

+1.4

+2.2

+2.7

+3.2 +3.6

+4.0

+4.4

+4.5

+5.0 +5.8

+7.1

+7.2

+7.3

+7.4+7.4

+7.7

+8.3

+9.5

+10.6 +11.0

+11.5

+11.6

R-35.5

R-36

R-36.5 R-37

R-37.5 R-38

CBL-19

CBL-21 CBL-22

CBL-20

CBL-23

100' 200'0 C-05

P L

A N V

S T

A T

O S

T A

ECL

ATLANTIC OCEAN

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

S E

N D S

S E

T H S

S E

T H S

X=955500

X=955000

X=954500

X=954000

-B

C B

R -C

B .d g n

PLAN - BEACH FILL

o n

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

EL. +5.9 FEET, NAVD88

OF LOWER BERM

SEAWARD LIMIT

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

CBL

TOE OF FILL

APPROXIMATE

S E

T H S

BRINY AVE

N OCEAN BLVD (A1A)

o n

S T

FILL ABOVE MHW ONLY

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

BASE

EL. +7.9 FEET, NAVD88

OF UPPER BERM

SEAWARD LIMIT

ACCESS AREA

o n o n

(MAY 2020)

MHW +0.44 FT

S T

(MARCH 2020)

HARDBOTTOM EDGE

CBL - 500 FEET

OFFSET VARIES FROM

UPPER & LOWER BERM

TRANSITION- 100 FEET

UPPER & LOWER BERM

SHEET GENERAL NOTES

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

18.9 18.7

18.6 18.4

18.4

18.3 18.1

18.0

17.8 17.4

17.3

17.1

16.8

16.6

16.2

16.1

15.9

15.8

15.8 15.7

15.7

15.7 15.6

15.5

15.3

14.7

14.6

14.4

14.3 14.1

14.1

14.0

13.9

13.8

13.7

13.6

13.2

13.0

12.5

12.2

11.7

11.3

10.8

10.3

9.7

9.1

8.4

8.2

7.1

6.9

6.1

5.7

4.9

4.7

3.9

2.6

2.5

1.5

1.0

0.3

0.2

+0.9

+1.4

+2.2

+3.0

+3.2

+4.1

+4.5

+5.5

+6.3

+7.1

+7.2

+7.3 +7.4

+7.9

+9.0

+9.2

+9.6 +9.7

+9.7

+9.9

R-38.5

R-39 R-39.5

R-40

R-40.53

CBL-25

CBL-24

100' 200'0 C-06

P L

A N V

S T

A T

O S

T A

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

ATLANTIC OCEAN

T E

R R

A M

A R D

X=95500

X=95450

X=95400 o n o n

-B

C B

R -C

B .d g n

PLAN - BEACH FILL

ECL

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

EL. +5.9 FEET, NAVD88

OF LOWER BERM

SEAWARD LIMIT

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

CBL

TOE OF FILL

APPROXIMATE

S E

H S

S OCEAN BLVD (A1A)

BASE

EL. +7.9 FEET, NAVD88

OF UPPER BERM

SEAWARD LIMIT

ACCESS AREA

S T

(MARCH 2020)

HARDBOTTOM EDGE

TRANSITION - 100 FEET

UPPER & LOWER BERM

SHEET GENERAL NOTES

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

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

19.4

19.3

18.7 18.6

18.6

18.4

18.3

18.1

18.0 18.0

18.0

17.8

17.8 17.8

17.6

17.5

17.1

16.9

16.7

16.6

16.6 16.6

16.3

16.1

15.9 15.7 15.3

15.0

14.9

14.4 14.2

14.2

14.1

14.0

13.9 13.8

13.8

13.4

13.2

12.5

12.4

12.3

11.9

11.8

11.7

11.6 11.5

11.3

11.0

10.3

9.8

9.2

9.1

8.5

8.2

8.1

7.4

7.1

6.8

6.3

6.2

5.5

5.1

5.0

4.4

4.3

3.8

3.6

3.5

3.1

2.4

1.8

1.4

1.0

+0.2

+0.7

+1.0

+2.3

+2.4

+2.9

+3.0

+3.4

+3.6

+4.5

+4.6

+4.7

+6.2

+6.5

+6.7 +6.7

+6.8

+7.2

+7.6

+7.7

+7.8

+7.9

+8.0

+8.1

+8.2 +8.3 +8.5

+8.7

+9.8

+9.9

+10.5

+10.6

+11.1

+11.1 +11.2

+12.1

+12.6

+12.7

+13.7

R-41

R-41.5

T-42

R-42.5

R-43

R-43.5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

CBL-26

CBL-27

CBL-28

CBL-29

CBL-30

C-07

P L

A N V

S T

A T

O S

T A

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

P A

L M C

L U

B D

S E

H S

ATLANTIC OCEAN

ECL

X=954500

X=954000

X=953500

X=955000 o n o n

-B

C B

R -C

B .d g n

PLAN - BEACH FILL

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

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

TOE OF FILL

APPROXIMATE

CBL

100' 200'0

S OCEAN BLVD (A1A)

S T

100 FEET

UPPER & LOWER BERM

TRANSITION

EL. +5.9 FEET, NAVD88

BERM TOE OF SLOPED

BASE

FILL ABOVE MHW ONLY SEE NOTE 3 ON SHEET C-19

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

19.3

18.7

18.5

18.4

18.2

18.0

17.8

17.7

17.6

17.4

17.3

17.2

16.9

16.8

16.7

16.5

16.4

16.3

16.2

16.1 16.1

16.1

15.6

15.5

15.4

15.2

15.1

15.0

14.9

14.8

14.7

14.5

14.4

14.3

14.1

14.0

13.9

13.8

13.7

13.5

13.2

13.0

12.8

12.6

12.5

12.4

12.1

12.0

11.9

11.7

11.6

11.0

10.9 10.7

10.0 9.7

9.6

9.1 8.8

8.7 8.1

7.7

7.6

7.1 6.7

6.6 6.1

5.7

5.5

5.2

4.9

4.6

4.2

3.8

3.6 3.5

3.4 3.4

3.4

3.2

3.1

2.9

2.9 2.4

2.2

0.6 0.1

+0.0

+1.4 +1.9

+2.8

+3.1+3.8

+3.9

+4.3

+5.3

+5.4

+6.8

+6.9

+7.0

+7.1

+7.4

+7.7 +7.8

+8.3

+8.4

+8.8 +8.8

+8.9

+9.1

+9.3

+9.6

+9.8

+10.5

+10.7

+10.8

+11.0 +11.3

+11.7

+12.0

+12.4 +12.5 +12.6

+12.7

+13.3

R-44

R-44.5

R-45

R-45.5

R-46

CBL-33

CBL-31 CBL-32

C-08

P L

A N V

S T

A T

O S

T A

ATLANTIC OCEAN

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

ECL

o n

0 1 o n

-B

C B

R -C

B .d g n

PLAN - BEACH FILL

X=9545

X=9540

X=9535

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

APPROXIMATE TOE OF FILL

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

CBL

100' 200'0

S OCEAN BLVD (A1A)

EL. +5.9 FEET, NAVD88

BERM TOE OF SLOPED

FILL ABOVE MHW ONLY

BASE

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

19.5

19.4

19.3

19.1

19.0

18.9

18.9 18.8

18.6

18.2

18.2 18.2

17.9

17.4 17.2

17.1

17.1 17.1

16.9

16.8

16.7

16.6

16.4

16.3

16.2

16.1

16.0

15.6

15.5 15.0

15.0

14.9

14.8

14.7

14.6

14.4

14.0

13.9

13.8

13.7

13.6

13.5

12.8

12.7

12.6

12.2

12.0

11.5 11.3

10.4 10.1

9.3 8.9

8.2 7.6

7.1 6.4

6.1 5.6

5.2 4.8

4.5

4.2

4.1

3.8 3.7

3.5

2.7

2.3 0.7

0.1 +1.4

+2.2 +3.5

+4.3

+4.9

+5.9

+6.1

+6.2

+6.5

+6.7

+7.0

+7.8

+8.0

+8.6

+9.3

+10.1

+10.2

+10.3

+10.5

+10.7

+11.0

+11.1

+11.3

+12.3

+12.8

+13.1 +13.4

+13.5

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

E A

V E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

R-46.5

R-47 R-47.5

R-48

R-48.5

CBL-33

CBL-34

CBL-35

CBL-36

C-09

P L

A N V

S T

A T

O S

T A

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

ATLANTIC OCEAN

ECL

o n o n

X=95450

X=95400

X=95350

X=95300

-B

C B

R -C

B .d g n

PLAN - BEACH FILL

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

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

TOE OF FILL

APPROXIMATE

CBL

100' 200'0

N OCEAN BLVD (A1A)

FILL ABOVE MHW ONLY

EL. +5.9 FEET, NAVD88

BERM TOE OF SLOPED

BASE

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

17.5

16.6 16.6 16.5

16.4

16.3

16.2

16.0

15.8

15.7

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.7

14.6

14.5

14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.6 13.6

13.5

13.4

13.3

13.0

12.8

12.7

12.6

12.4

11.4

11.3 11.2

10.4

10.2 10.2

9.3

9.1 9.1

8.5

8.2 8.0

7.3

6.9

6.3

6.2 6.0

5.3 5.2

5.1

4.7 4.4

4.2

4.0

4.0 3.8 3.8

3.7

3.5

3.2

2.9

2.6 2.4

1.9

0.9 +0.5

+0.6

+1.4 +2.9

+3.1

+3.3

+4.5

+4.7

+5.1 +6.0

+6.7

+6.8

+6.9

+7.1

+7.4

+7.6

+8.1

+8.2

+8.3

+8.8

+9.0

+9.2

+9.3

+9.4

+9.5

R-49

R-49.5

R-50

R-50.5

R-51

CBL-37

CBL-38

CBL-40

CBL-41

CBL-39

C-10

P L

A N V

S T

A T

O S

T A

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

ATLANTIC OCEAN

E L P

A D

R O A

V E

EL MAR DR

C O

M M

E R

L B

L V

-B

C B

R -C

B .d g n

ECL

X=954000

X=953500

X=953000

X=952500

PLAN - BEACH FILL

o n o n

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

-0 S

T A

EL. +7.9 FEET, NAVD88

UPPER BERM OF

SEAWARD LIMIT

TOE OF FILL

APPROXIMATE

ACCESS AREA

N OCEAN BLVD (A1A)

EL. +5.9 FEET, NAVD88

BERM TOE OF SLOPED

FILL ABOVE MHW ONLY

BASE

W A

S H

G T

O N

V E

51+020 TO 51+070

ECL BETWEEN STA

LANDWARD OF

FILL PLACEMENT

ACQUIRED NO

EASEMENT NOT

48+970 TO 49+170

ECL BETWEEN STA

LANDWARD OF

FILL PLACEMENT

ACQUIRED NO

EASEMENT NOT

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

100' 200'0 BE PLACED LANDWARD OF THE ECL.

2. REFER TO SHEET C-19 FOR LOCATIONS WHERE FILL SHALL NOT

BY THE VIBRATION CONTROL SPECIALIST.

SLOPE TO TERMINATE THE TEMPLATE AT THE LIMITS DETERMINED

OPERATIONS. BEACH FILL SHALL TRANSITION DOWN ON 1V:3H

DISTANCE AND PROPOSED EQUIPMENT FOR PLACEMENT

CONTROL SPECIALIST SHALL DETERMINE THE SAFE WORKING

1. AS REQUIRED IN SECTION 02 22 13, THE VIBRATION MONITORING

(SEE NOTE 1)

ANGLINS FISHING PIER

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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

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 Co Segment II 2020\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

R E

L Y

A U

S T

S H

O R

E P

R O

T E

C T

N P

R O J E

O W

A R

D C

O U

N T

Y F

L O

G M

E N

T I I

B E

A C

H R

E N

O U

H M

E N

-2

N /A

W E

BY-THE-SEA

LAUDERDALE

BY-THE-SEA

LAUDERDALE

POMPANO BEACH

O C E A N

A T L A N T I C

LAUDERDALE

FORT

HILLSBORO INLET

18.7

18.1 17.9

17.7

17.5

17.4

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.5

16.3

16.2

16.1

15.9

15.8

15.7

15.4 15.4

15.3

15.2

15.1

14.9

14.8

14.7

14.5

14.3

14.2

14.1

14.0

13.6

13.4

13.1

13.0

12.9

12.6

12.5

11.9

11.4

11.2

10.7

9.8

9.4

8.6 8.3

7.3 7.3

6.1

6.0

4.9

4.1

4.0

3.8

3.3

3.2

3.0 2.4

1.2 0.9

+0.9 +1.5

+2.8 +3.7

+3.9 +5.0

+5.4 +6.5

+6.6

+6.8+7.3 +7.3

+7.5

+7.6

+8.8

+9.1

+9.2

+9.3

+9.9

+10.1

+10.2

+10.3 +10.3 +10.4

+10.5

R-51.5

T-52 R-52.5

R-53 R-53.5

CBL-42 CBL-43

P L

A N V

S T

A T

O S

T A

EL MAR DR

C U

S A

V E

D A

T U

R A A

V E

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

ATLANTIC OCEAN

C-11

PLAN - BEACH FILL

X=953500

X=953000

X=952500 o n o n

-B

C B

R -C

B .d g n

ECLM

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

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

EL. +5.9 FEET, NAVD88

OF LOWER BERM

SEAWARD LIMIT

APPROXIMATE TOE OF FILL

CBL

P A

L M A

V E

N OCEAN BLVD (A1A)

S T

BERM TRANSITION

200 FOOT LOWER

S T

EL. +5.9 FEET, NAVD88

TOE OF SLOPED BERM

FILL ABOVE MHW ONLY

BASE

EL. +7.9 FEET, NAVD88

OF UPPER BERM

SEAWARD LIMIT

ACCESS AREA

52+520 TO 52+620

BETWEEN STA

LANDWARD OF ECL

NO FILL PLACEMENT

EASEMENT NOT ACQUIRED

(MAY 2020)

MHW +0.44 FT

(MARCH 2020)

HARDBOTTOM EDGE

SHEET GENERAL NOTES

100' 200'0

1. REFER TO SHEET C-19 FOR LOCATION WHERE FILL SHALL NOT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

FORT

BY-THE-SEA

LAUDERDALE

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD. LAUDERDALE

FORT

BEACH

POMPANO

E. ATLANTIC BLVD.

E. COMMERCIAL BLVD.

E. SUNRISE BLVD.

BY-THE-SEA

LAUDERDALE

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

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…

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