20B0015-Miami-Dade_Contract_D_SPECS_PLANS.pdf

PDF 28 MB Posted Sep 23, 2020

Attached to: BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT BEACH RENOURISHMENT – SUNNY ISLES 2020 MIAMI-DADE COUNTY, FLORIDA
Solicitation number: W912EP20
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for beach erosion control and hurricane protection project beach renourishment services in Sunny Isles, Miami-Dade County, Florida. The U.S. Army Corps of Engineers seeks bids to renourish approximately 4,200 feet of eroded shoreline between FDEP Range Monuments R-7 and R-19.3. The project involves constructing a berm that is 120 feet wide extending seaward at an elevation of +6.1 feet NAVD88, with a foreshore slope of 1V:10H to tie into the existing grade. Sand will be sourced from an upland mine and truck hauled to the beach fill area. The estimated period of performance is 351 calendar days after notice to proceed. The invitation for bid is scheduled for release on or about September 22, 2020, with bids due on or about October 22, 2020. The magnitude of construction work is estimated between $15-20 million. The NAICS code is 237990 and size standard is $39.5 million.

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B.08.02 W912EP20B0015_RTA_Vol2_SunnyIsles2020.pdf	PDF	Sep 23, 2020
B08.02 W912EP20B0015_RTA_Vol1_SunnyIsles2020.pdf	PDF	Sep 23, 2020

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\01 General\G-01

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C-10

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

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GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

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C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

SHEET TITLESHEET ID

BEACH EROSION CONTROL

AND HURRICANE PROTECTION PROJECT

MIAMI-DADE COUNTY, FLORIDA

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

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

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PAYMENT AND ACCEPTANCE PROFILES

C-11

C-12

CROSS SECTIONS R-7 TO R-9.5

CROSS SECTIONS R-10 TO R-12.5

CROSS SECTIONS R-13 TO 15.5

CROSS SECTIONS R-16 TO R-18.5

CROSS SECTIONS R-19 C-13

PROJECT LAYOUT

PROJECT CONTROL DATA

TYPICAL CROSS SECTION

BEACH RENOURISHMENT - SUNNY ISLES 2020

BAKERS HAULOVER INLET

of Engineers

US Army Corps

SOLICITATION NO.:

HAULOVER PARK

SUNNY ISLES BEACH

GOLDEN BEACH

BAL HARBOUR

B E

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W912EP20B0015

BEACH FILL PLAN - STA. 4+595 TO STA. 5+700

BEACH FILL PLAN - STA. 5+700 TO STA. 8+100

BEACH FILL PLAN - STA. 8+100 TO STA. 10+600

BEACH FILL PLAN - STA. 10+600 TO STA.13+200

BEACH FILL PLAN - STA. 13+200 TO STA. 16+000

BEACH FILL PLAN - STA. 16+000 TO STA. 18+900

N E

G-02

-M

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R -G

I0 s y m b .d g n

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B O

GENERAL NOTES

PROVIDED.

CONTRACTING OFFICER AND SUNNY ISLES BEACH REGARDING THE STAGING AND ACCESS LOCATIONS

10. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL COORDINATE WITH THE

9. NO FILL SHALL BE PLACED LANDWARD OF THE ECL.

8. THE EROSION CONTROL LINE (ECL) FOR THIS PROJECT IS THE CONSTRUCTION BASELINE (CBL)

SYMBOLS SHOWN ON THIS SHEET.

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

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

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

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

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE 2015 AERIAL IMAGERY SHOWN ON THESE

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

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE

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

MINOR DIFFERENCES IN THE BEARING.

DISTANCES ALONG ESTABLISHED AZIMUTHS OF FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO

PERPENDICULAR TO THE CONSTRUCTION BASELINE (CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE.

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

SURVEY FEET.

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

SYMBOL (+).

DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS

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

ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

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

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

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

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

SURVEY NOTES - 20-158

SURVEY NOTES - 19-235

PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

11. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER THAN THE SIGNING PARTY OR

MAPPER THIS SURVEY IS NOT VALID.

10. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND

AT THAT TIME.

THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULT OF THE SURVEYS MADE ON

POS MV SURFMASTER MOTION COMPENSATOR.

TRANSDUCER, AIDED BY RTK/GPS POSITIONING AND REAL-TIME TIDE MEASUREMENTS AND AN APPLANIX

8. ALL HYDROGRAPHIC DATA WAS COLLECTED WITH AN ODOM CV100 DUAL FREQUENCY 200/33 kHZ

7. ALL TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS.

SOUTHERLY TO R-113 (ALL ON KEY BISCAYNE). SO CALLED “HALF MONUMENTS”WERE NOT COLLECTED.

(SOUTH MIAMI BEACH AT MIAMI HARBOR INLET). THE SOUTHERN SECTION BEGINS AT R-89 AND CONTINUES

THE PROFILE DATA BEGINS AT R-1 (COUNTY BOUNDARY) AND CONTINUES SOUTHWARD TO R-74

6. THE SURVEY INCLUDED PROFILES BROKEN INTO TWO MAIN AREAS: aT THE NORTH END OF THE COUNTY,

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY FEET.

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

OF 2011, NAD83 (2011), AND ARE REPORTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE.

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, REALIZATION

16-25 OCTOBER, 2019.

2. SURVEY WAS PERFORMED BY SEASIDE ENGINEERING AND SURVEYING, LLC, BETWEEN THE DATES

1. REFER SURVEY NO. 19-235, MIAMI-DADE COUNTY, FLORIDA.

PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

11. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER THAN THE SIGNING PARTY OR

MAPPER THIS SURVEY IS NOT VALID.

10. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

REPRESENTS THE RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

9. THE INFORMATION DEPICTED ON THESE DRAWINGS, IF PROVIDED, AND WITHIN THE SUBMITTED DATA FILES, AND RECORDED IN HYPACK LINE FILES.

ODOM ECHOTRAC CV100 FATHOMETER. CALIBRATION AND QUALITY ASSURANCE DATA WAS COLLECTED DAILY

8. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING RTK/GPS, APPLANIX POS MV WAVEMASTER, AND

FIELD OPERATIONS.

PUBLISHED/ESTABLISHED MARKS PERFORMED PERIODICALLY TO MAINTAIN QUALITY CONTROL DURING

7. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS EXCLUSIVELY, WITH ROUTINE CHECKS TO

SYSTEM.

LINES ROUGHLY HALFWAY BETWEEN THE FULL NOMINAL SPACING OF THE PUBLISHED FL-DEP “R”MONUMENT

END AND CONTINUING THROUGH R-16 AT THE SOUTH END. ADDITIONAL PROFILE DATA WAS COLLECTED ALONG

6. THE SURVEY WAS LIMITED TO PROFILES OF FL-DEP RANGE MONUMENTS BEGINNING WITH R-6 ON THE NORTH

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY FEET.

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

NAD83(2011), BEING PROJECTED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE.

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, REALIZATION OF 2011,

2. SURVEY WAS PERFORMED BY PARK COASTALSURVEYING, LLC, BETWEEN THE DATES 29 JUNE AND 8 JULY 2020.

1. REFER SURVEY NO. 20-158, MIAMI-DADE COUNTY, FLORIDA.

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

DISCIPLINE DESIGNATOR

FILL SLOPE INDICATOR SYMBOL

WITH AZMITH BEARING

FDEP RANGE MONUMENT

HORIZONTAL AND VERTICAL CONTROL BE CCAFS 27

SOUNDING / ELEV. 4.5 +4.8

1' VERT. TO 10' HORIZ. - FILL SLOPE

1 on 10

34+70034+500

BERM CREST

TOE OF FILL

34+600

W/ =

VERT =

USCG =

USACE =

TYP =

TOS =

TOL =

TOB =

STA =

ST =

SF =

RGE =

RFI =

RD =

PI =

N.T.S. =

NOAA =

NAVD88 =

NAD =

MLW =

MLLW =

MHW =

LF =

INV =

HORZ =

FT =

FDOT =

FDEP =

EOB =

EXIST =

EL/ ELEV. =

ECL =

DWG =

CY =

CR =

CL =

CBL =

BLVD =

APPROX =

WITH

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

RANGE

REQUEST FOR INFORMATION

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

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

EXISTING

ELEVATION

EROSION CONTROL LINE

DRAWING

CUBIC YARD

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

R -X

LOCATION FALLS OFF PAGE

ECL XX

CBL STATION

ECL POINT

BEACH FILL AREA

STAGING/ACCESS AREA

C - CIVIL

G - GENERAL

EXISTING GRADE

BEACH FILL AREA

CONSTRUCTION BASE LINE

EROSION CONTROL LINE/

PROJECT LEGEND

400'0 200'20' 40'0

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTION

TITLE

C-08

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

REFERENCE SYMBOL KEY

(PLAN VIEW)

(PROFILE VIEW)

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C-01

C-02

C-03

C-04

C-05

C-06

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

WEST PALM BEACH

FT. LAUDERDALE

N.T.S.

LOCATION MAP

ATLANTIC OCEAN

R-7

R-19.3

HALLANDALE

MIAMI-DADE COUNTY

BROWARD COUNTY

GOLDEN BEACH

SUNNY ISLES BEACH

HAULOVER PARK

BAKERS HAULOVER INLET

BAL HARBOR

SURFSIDE

NORTH BEACH

MID BEACH

SOUTH BEACH

GOVERNMENT CUT

BEACH FILL AREA

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

X ,0

Y=590,000

Y=585,000

Y=580,000

GOLDEN BEACH

SUNNY ISLES BEACH

CAUSEWAY

DUMFOUNDING BAY

NE 163RD STREET

STATE OF FLORIDA

MIAMI-DADE COUNTY

WILLIAM LEHMAN

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G-03

PLAN - PROJECT LAYOUT

1000' 2000'0

G E

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P R

O J E

C T L

A Y

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R-7

R-19.3

HAULOVER PARK

C O

L L

S A

V E

U N

O C

E A

N B

L V

ACCESS

AND

STAGING

ACCESS

AND

STAGING

B E

A C

H F

L A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

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D B

D A

T E

C O

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BCOES CERT

R -6

R -6 .5

R -7

R -8

R -9

R -1

SURVEY CONTROL (19-235)

DESIGNATION PID NORTHING EASTING NAVD88

N/A

AA5493

BBFB08

AC4653

AC2387

526500.99

507176.31

570571.54

571262.13

570586.60

924049.23

934579.93

944857.12

944582.69

943710.18

4.15

2.51

6.77

9.75

3.95

HORIZONTAL AND VERTICAL CONTROL POINT

IWDA 7 RM 1

-M

D S

R -G

.d g n

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

S U N N Y I S L E S B E A C H

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

APPROXIMATE SHORELINE

AND CONSTRUCTION BASELINE (CBL)

EROSION CONTROL LINE (ECL)

H S

GOLDEN BEACH

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

R D S

COLLINS AVE.

M L

E H

M A

N C

A U

S E

W A

T E

R R

A C

A A

V E

H S

N D S

H S

COLLINS AVE.

N E

R D S

872 3165 B

BRUCE 2

RENE PEREZ PE

R 26

872 3165 B

BRUCE 2

RENE PEREZ PE

R 26

IWDA 7 RM 1

G-04

G E

N E

R A

P R

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C T C

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A T

PLAN - PROJECT CONTROL DATA

POINT (Y) NORTHING

STATIONING

BASELINE

CONSTRUCTION

CONSTRUCTION BASELINE (CBL)

EROSION CONTROL LINE (ECL)

(X) EASTING POINT

RANGE MONUMENT CONTROL POINTS

(DEGREES)

AZIMUTH *

* AZIMUTHS ARE MEASURED CLOCKWISE FROM NORTH

580513.53

581155.57

581655.1

582163.27

582761.29

583250.87

583666.58

584382.21

584779.99

585291.31

585795.32

586382.28

586885.28

587439.1

587939.09

588940.88

589440.05

945068.79

945096.65

945118.32

945119.28

945158.81

945228.73

945240.29

945357.75

945377.46

945402.62

945407.92

945482.66

945488.31

945484.13

945480.36

945538.13

945566.92

R-17

R-16.5

R-16

R-15.5

R-15

R-14.5

R-14

R-13.5

R-13

R-12.5

R-12

R-11.5

R-11

R-10.5

R-10

R-9.5

R-9

500' 1000'0

(Y) NORTHING (X) EASTING

ECL 2513-1

ECL 0667-01

ECL 0667-02

ECL 0667-03

ECL 0667-04

ECL 0667-05

ECL 0667-06

ECL 0667-07

ECL 0667-08

ECL 0667-09

ECL 0667-10

ECL 0667-11

ECL 0667-12

ECL 0667-13

ECL 0667-14

ECL 0667-15

ECL 0667-16

ECL 0667-17

ECL 0667-18

ECL 0667-19

ECL 0667-20

ECL 0667-21

ECL 0667-22

ECL 0667-23

ECL 0667-24

944979.40

945021.34

945051.89

945043.81

945062.51

945122.92

945197.92

945196.49

945182.75

945227.18

945333.32

945378.20

945442.80

945464.73

945480.04

945564.99

945597.21

945607.76

945589.73

945622.71

945636.33

945634.95

945674.86

945700.65

945743.98

578084.69

578086.97

578583.10

579457.57

580182.04

580777.67

581373.34

581877.00

582477.15

582958.59

583664.42

584264.02

584772.51

585173.16

585673.22

586478.84

586881.04

587482.93

587948.10

588462.70

588962.52

589462.69

590218.37

590565.65

591130.19

17+716.86

17+674.86

17+177.79

16+303.28

15+578.57

14+979.88

14+379.51

13+875.85

13+275.54

12+792.05

12+078.29

11+477.01

10+964.43

10+563.18

10+062.89

9+252.80

8+849.31

8+247.33

7+781.81

7+266.16

6+766.15

6+265.98

5+509.25

5+161.01

4+594.81

BEACH

SUNNY ISLES

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-01

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

+3.9

20.0 19.6

19.3 19.2

21.6

18.9

21.5

21.2

21.0

21.5 20.8 21.7

18.2

18.9

21.3

18.5

18.2

20.1

18.2

18.1 18.1

18.2

18.9

18.1

20.7 20.9

20.3 20.3

19.8

19.6

19.3

19.0

18.8

21.5 21.4

20.0

21.7 20.4

21.5

21.8

22.0

20.7 20.5

20.7 21.3

21.5

21.3 20.7

20.5

20.4

20.0

21.1

19.8

21.0

20.8

20.5

20.7

20.4 20.5 20.8

18.2

+-17.8

17.6

18.6

18.9

19.6

18.4

17.6

17.4

17.9 18.1

17.4

19.5

19.3

19.1

19.2 17.7

17.5 17.5

19.0 19.0

18.7

11.1

17.1

17.5

16.6

15.6 15.3

17.7

14.9

13.2

14.1 14.4

13.7

12.2 12.7

11.5

12.8

17.7

17.5

17.4 18.2

17.3

18.8

18.3

16.4 17.8

15.6 15.7

13.9

14.7

12.8

18.5

19.7

20.0 20.0

19.6

19.3

19.5

19.1

18.9

18.5 17.2

+-17.0

18.6 18.7

17.7

20.2 20.0

19.7 19.4

19.2

18.9

19.1

19.3

18.8

18.6

19.1 18.9

18.1

17.0 16.2

16.6

15.7 15.2

16.1

15.0 14.1 14.2

14.7

13.5

18.5

17.4

15.7 17.0

15.2

12.9 13.4

13.6 12.6

14.4

12.8

11.9

10.4

9.7

9.0

11.9

11.2

10.6

10.0

6.4

7.5

8.2

6.9

5.6 5.9

5.4

8.5

9.1

12.0

12.2

9.3 10.5

10.0 10.6

7.8

7.1

6.6 8.1

6.0 6.3

5.9

4.3

6.9

5.6

5.5

6.4

5.5

7.2

6.5

7.4

5.1

5.8

4.4

6.1

4.6

5.5

5.0

4.7

5.4 5.5

5.4

5.2 5.5

6.0

4.9

6.0

+2.2

3.9

0.9

5.3

4.7

+6.1 +4.0

3.6 1.2

+7.7

6.0 6.2

6.6 6.9

7.3

6.6 6.9

+7.1

+3.7

5.8

+6.0

+2.1

+7.2

7.4

11.8

11.3

10.8 10.6

9.3 8.7

7.9

7.2 6.7 6.7

5.4

6.0

9.4

11.6

9.8

9.2 8.1

8.6

7.9

7.1

5.7 5.9 6.4

5.5

1.4

5.9

7.1

7.6 5.0

7.4 6.3

7.5

6.4 7.5

7.1 6.2

6.8

5.6

5.7 6.8

5.8 6.9

4.7

5.4 5.5

5.1

5.2

4.1 4.1

6.8

5.6

5.2

5.8

6.5

+6.9

+3.5 +1.2

+3.6 +5.3

+6.8

+6.3

+7.5 +7.3

+7.1

+6.5 +6.8

1.1

+6.6

7.1

6.3

6.2

7.0

6.7

5.4

4.6

4.7

3.8

4.8

4.5

+0.3 1.9

+8.0

+7.4

+6.7

+8.1

+8.4

COLLINS AVE

R-06

R-07

R-08

R-06.5 R-07.5

ECL 0667-24

ECL 0667-23 ECL 0667-22

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

TOE OF FILL

APPROXIMATE

TRANSITION

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

100' 200'0 C-01

D R

A W

G N

A M

E H

E R

SHEET GENERAL NOTES

PLAN - BEACH FILL PLAN

B E

A C

H F

L P

L A

S T

A T

X=947,000

Y ,5

Y ,0

Y ,5

19.4Y ,0

Y ,5

Y ,0

X=946,500

X=946,000

X=945,500

M A

T C

H L

E S

H E

E T C

-0 S

T A

BREAKWATER

SUNNY ISLES

BREAKWATER

SUNNY ISLES

ECL/CBL

ACCESS AREA

STAGING AND

C O

N S

T R

U C

N L

T A

E C

L /C

B L

S T

E C

L /C

B L

200 FOOT

CITY OF SUNNY ISLES.

NECESSARY LANE CLOSURE PERMITS WITH FDOT AND THE

CONTRACTOR SHALL COORDINATE AND OBTAIN THE

CONTRACTOR ELECT TO USE THE EXISTING BUS LANE, THE

SECTION 01 55 26 TRAFFIC CONTROL. SHOULD THE

EXISTING BUS LANE ALSO AVAILABLE AT THIS LOCATION. SEE

1. SEE SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-02

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

+7.7 +7.6

1.7

21.7

18.2

21.1 20.8

21.4

21.5

21.7

20.1

18.9

11.5

17.6

14.1

21.6

21.5

21.2

18.5

21.5

21.6

21.5

21.3

21.5

21.1

20.8

20.6

22.5

20.4

19.9

19.5

22.2

21.8 21.7

19.1

18.6

18.0

21.8

21.7 21.6

21.9

20.2

20.1

21.5

21.9

21.6

21.5

21.7

21.1

20.0

21.6

20.0

20.1

19.8

21.3

21.7

21.4

20.1

21.2

20.2

20.1 20.0

17.8

16.1

10.7

8.4

7.6

6.6

8.0

7.0

6.6

6.3

17.1

20.9 20.8

20.6

21.0

15.2 15.7

14.7

20.1

20.1 20.7

13.6

19.9

21.2 20.0

21.2

20.6

20.8

18.6 19.8

20.1 19.0

19.4

20.3

20.1

12.2

13.0

19.2

19.0

18.0

9.1 9.9

7.2

6.5

18.0

16.5 17.4

16.6

16.0

17.2 17.6

15.2

14.8

14.3

13.9

12.6 13.2

13.2

12.6

12.0 11.1

20.1

20.2 20.0

20.2

20.1

20.0

19.6 19.9

18.9

18.4

17.8

16.8

16.0

15.5

15.0

16.1

15.4

14.9

14.2

14.4

13.8

13.4

11.9

12.6

9.1

11.6

10.8

10.1

7.4

8.3

6.9

7.6

11.5

10.8

7.7

7.4

5.8

7.2

6.0

8.0

9.4 10.1

8.8

8.2

6.8

7.3 6.0

6.3

5.5

5.7

5.7 6.8

6.2

7.6

7.8

7.5

8.2 7.6

7.9 7.3

5.2

4.5

4.7

3.9

+2.8

+8.0

6.9 6.7

6.8

5.3

6.0

+7.1

5.9 6.4

5.3

4.5

5.0

4.1

5.6

4.4 4.1

5.1

3.6 3.0

+7.5

0.4

+2.4

+1.2

+4.1

+8.2

+7.1

+5.8

+6.6

+7.4

+7.7

+6.9

+6.5 +6.0

9.8 10.5

9.0

7.6 8.3

7.1

7.4

6.7

6.6

6.3

6.0 5.6

5.3

5.4

5.6

6.1

6.4

6.2

5.9

5.8

5.8 5.8

5.7

+8.0

5.8

5.4

5.5

+6.8

5.9

+4.2

5.8

+8.2 +7.9

3.0

5.8

5.4 5.5

5.0

+7.4

+7.2

+1.4 1.1

+4.3 +5.9

+7.7

+7.6

ECL 0667-21

ECL 0667-20

ECL 0667-19

ECL 0667-18R-09 R-10R-09.5

R-08.5

TOE OF FILL

APPROXIMATE

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

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

ECL/CBL

C-02

SHEET GENERAL NOTES

100' 200'0

-M

D S

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

PLAN - BEACH FILL PLAN

B E

A C

H F

L P

L A

S T

A T

X=946000

X=945500

X=946500

BUS LANE (SEE NOTE 1)

STAGING AND ACCESS AREA

CITY OF SUNNY ISLES..

NECESSARY LANE CLOSURE PERMITS WITH FDOT AND THE

CONTRACTOR SHALL COORDINATE AND OBTAIN THE

CONTRACTOR ELECT TO USE THE EXISTING BUS LANE, THE

SECTION 01 55 26 TRAFFIC CONTROL. SHOULD THE

EXISTING BUS LANE ALSO AVAILABLE AT THIS LOCATION. SEE

1. SEE SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-03

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

ECL 0667-16

ECL 0667-15

ECL 0667-14

ECL 0667-13

ECL 0667-17

R-11

R-12 R-10.5

R-11.5

R-12.5

+8.0

+8.4

+7.9 +7.5

3.9 4.5

5.1

+3.8 +3.4+2.4

5.6

6.8

5.2

12.6

8.5

19.6

11.6

20.3

16.6

21.7

21.3

20.8

20.6

20.3

20.0

19.8

19.4

19.3

19.1

20.3

20.2

20.1

20.0

18.9

20.4 20.2

20.4

20.2

19.5

19.3

20.1

19.9

20.0

19.9

19.4 19.4

19.3

19.0

19.0 19.2

18.9

18.7 18.9

18.5

18.6

18.3

17.6

16.2

15.6

15.0

11.9

14.6

14.0

13.2

11.3

10.7 10.1

9.3

6.2

5.6

5.2

7.6

4.7

5.1

4.8

4.2

4.7

5.6

5.7

6.3

6.6

6.4

5.9

5.0

5.3

2.2

4.5

5.1

+5.8

+7.8

+7.3

+7.8

+6.9

+7.0

18.7

16.4

18.5

17.8

18.2

18.1

17.7

17.4

16.8

21.8

15.5

14.8

14.3

21.9

21.5

21.5 22.0

21.1

13.7

13.2

12.9

21.8

20.5

11.0

22.5

22.2

21.1 21.6

20.7

20.9 21.4

20.1

19.8

20.7

20.5

20.3

20.6 21.2 20.5

20.2

21.1

20.6

20.5

20.3

20.0

19.9

5.1

20.3

19.8

10.3

9.5

8.6

19.9

19.7

19.5

6.9 7.7

6.1

19.2

18.2

5.5

19.5

20.1 19.8

20.0

19.4

16.9 17.3

19.1

16.4

15.8

19.0

19.1

5.9

18.3

5.2

6.3

15.4

15.1

14.5

14.1

7.3 7.2

6.8

13.5

12.8

6.4

12.3

17.8

17.4

16.2 16.8

15.4

14.6

14.0

11.4

10.6

9.8

12.4

13.0

11.6 12.0

17.6

19.7

19.5

19.0

19.6

19.2

18.2

16.4 17.0

16.1

15.5

14.8

14.1

13.6

12.3 13.1

+8.9

5.4

4.8

11.3

9.2

8.2

7.7

7.0 6.4

5.4

5.9 5.8

5.5

5.7

5.9

6.1

5.7

5.8

6.2

9.7 10.5

8.7 8.2

7.9

7.2

6.8

7.5

7.5 6.9

7.6

7.2

7.3

7.2

5.3

4.7

1.2

+2.1

+6.6

6.1

4.9

5.5

6.8

6.5

6.6

6.0

+8.3

5.3

+8.1

+7.1

+7.9

+7.3

1.1

+5.0

+6.9

+7.6 +7.4

+8.6

5.4

7.1

7.2

6.6 6.9

6.3

5.9

3.6

5.1

5.2

5.0 5.2

5.1

4.8 5.1

4.5

+7.3

+2.7 0.4

4.2 2.4

+3.8

+1.4

+3.5

+8.4

+5.9

11.2

10.0

9.1

7.5

6.7

6.2

5.1

5.5

5.8

5.3

5.4

5.9

6.7

7.5

7.9

7.7

7.0

7.3

6.4

5.8

5.2

5.1

+8.7

5.1

4.9

4.8

+8.3

+8.5

+8.4

(NAVD88)

ELEV. +6.1 FEET

BERM CREST TOE OF FILL

APPROXIMATE

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

100' 200'0 C-03

B E

A C

H F

L P

L A

D R

A W

G N

A M

E H

E R

Y ,5

Y ,0

Y ,5

Y ,0

Y ,5

Y ,0

X=945,000

X=945,500

X=946,000

X=946,500

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

PLAN - BEACH FILL PLAN

A T

ECL/CBL1

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

/9 /2

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-04

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

R-13

R-14

R-15

R-13.5

R-14.5

ECL 0667-12

ECL 0667-11

ECL 0667-10

ECL 0667-9

22.2 22.2

21.9

21.7

21.4 22.4

22.4

21.6 22.4

21.1 22.2

20.9 22.1

22.0

20.5

22.7 21.5 20.4

20.7 22.3

21.3

21.0 21.9

23.4

23.3

23.5

23.3

23.4

23.3

23.1

22.5

22.1

21.7

20.1 20.3

21.8

21.6 21.7

21.1

21.7

20.1 21.5

21.6

21.7

20.2

21.5

21.4 20.4

20.1

20.4

19.8 20.4

19.5

19.8 19.4

20.1

18.7 20.5

20.4

19.0

18.5

17.3 19.2 18.1

17.3 18.0

16.8

16.6 16.1

16.7 15.4 14.9

14.9

16.1

15.4 14.3

13.6

12.5 13.4

13.1 14.1

12.6 12.6

11.7

11.7 10.6

10.9 11.8

9.5

10.0 8.4

21.0

18.8

20.8

19.1

18.2

18.1

17.6

17.2

16.2

15.2 15.8

14.8

14.3

13.9

13.3

9.8

12.2

9.1

7.6 11.1

10.4

7.5

6.8 7.7

8.4 7.0

6.8

7.1

6.4

6.1

8.1

6.2 8.0

8.0

6.3 7.8

6.8

7.2 6.7 7.5

7.1 4.7

6.8

6.5

6.2

6.3

7.4 6.2

6.0 6.4 6.7 6.1

6.1 6.7

5.6 7.5

6.0 4.7

4.9

4.8 4.2

4.6

4.0

+3.1

+3.1 +5.0

+6.9

+6.3

7.2

8.4 9.0

7.6

6.6

6.1 5.7

5.3

4.9

5.4 6.3

5.3 5.5

6.5

7.3 6.2

5.3

6.5

5.4 6.2

5.6 5.4 5.6

+6.6 +7.7

+0.3

1.3

4.4

4.0 4.3

4.0

3.0

+6.4 +6.7

+6.8

+6.5

5.4 5.5

5.6 5.4

4.8

+6.7

3.9

+6.5

+4.2

0.5

+3.0

+7.0 +6.1

+6.7

+7.0 +6.1

22.3

20.7

21.5 22.0

21.3

21.2

23.8 21.7

20.9

20.4

20.3

20.6 20.0

25.3

25.0

20.3

24.5 24.3

24.4

21.7

23.3 23.5

22.8

21.2

19.7

19.1 20.3

19.4

19.7

19.6

19.2

18.6

18.3

17.0

18.4

19.3

17.6

18.1

17.7

17.4 17.1

16.4 16.5

15.8

15.3 16.0

14.9 15.7

15.3

14.6

12.6 13.6

14.4

13.7

13.1

11.1

14.2

11.9

12.0

7.1

10.3

7.4

5.8

9.4

8.5 7.8

7.1

6.4

5.3

5.6 5.1

5.0 6.2

5.3 7.0

7.1

7.7 6.6

5.8

5.2

4.7

4.3

6.3

7.1

6.7

5.7

4.9

4.4

5.3

6.0

5.8

5.5

4.3 4.9

+0.8

2.4

+0.2

+3.0+3.7

+8.4 +8.5

+7.7

+6.0

+8.3

+7.5

+7.6

8.1

12.6 13.1

11.4

10.6

9.7

8.8

7.3

6.7 6.1

6.0

6.2

6.3

+4.4

3.8

5.3

5.7

4.6

3.7

3.2

1.2

+6.9

+7.6

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

TOE OF FILL

APPROXIMATE

(NAVD88)

ELEV. +6.1 FEET

BERM CREST

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

ECL/CBL

100' 200'0

C-04

PLAN - BEACH FILL PLAN

B E

A C

H F

L P

L A

D R

A W

G N

A M

E H

E R

X=945,000

X=945,500

X=946,000

X=946,500

Y ,0

Y ,5

Y ,0

Y ,5

Y ,0

Y ,5

S T

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

/9 /2

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-05

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

R-16 R-17

R-15.5

R-16.5 R-17.5

+6.7

+7.3

+7.7

+9.3

+10.1

+2.0

+4.5

+6.2 +6.3

11.2

10.5

10.1

13.7

13.2

12.8

12.0

17.2

16.3

15.3

18.4

18.3

18.2

18.7

18.6

18.5

18.4

18.8

18.7 18.7

18.9

18.8

18.7

19.0 18.9

18.9

19.0 19.0

18.9

19.3

19.1

18.9

1.4 4.0 4.9 5.2 5.6

5.9

6.1

6.3 6.5

6.6 6.3 6.2

6.3

6.3 6.1 5.6 4.7 3.8

4.1 4.8 5.3

6.1 6.6 7.2 7.5

7.9 8.2 8.7 9.1

9.7

4.9

5.7

5.2

5.2 5.5

5.2

+2.7 +2.4

+7.1

+7.4

+7.0

+9.0

11.0

6.2

6.3

22.1 22.4

22.0

22.2

22.1

21.9

22.1

22.2

22.1

22.1 22.3

22.2 22.1

22.1

21.7

22.0

21.5

20.7

19.4

20.1

18.8

18.3

17.0 17.6

15.4 16.1 16.4

12.7

14.8

14.4

13.5

11.8

10.9

9.7

8.7

7.7

7.0

6.4

22.5

5.8

22.4

22.5

5.9

6.7

22.4

22.5

7.5

22.3

7.6

21.8

22.2

22.3 22.2

22.1

6.9

22.1

21.9

21.7

5.5

4.5

21.3 21.6

19.1

4.3

21.3

21.1

19.9

4.4 4.5

19.5

18.1 18.7

17.5

16.7

5.3

16.4

5.7

15.8

15.3

14.7 13.9

13.3

12.6

5.5

5.6

11.9

5.5

10.3

9.5

8.8

5.6

7.8

5.5

+4.8

6.9

6.2

5.7

6.2

4.5

5.1

6.6

3.1

6.5

6.9

6.8

6.7

0.6

5.1

5.3

5.0

4.4

0.6

+5.6

+6.3

+6.8

+7.2

+4.2

+6.2

+7.8

ECL 0667-4

ECL 0667-5

ECL 0667-6

ECL 0667-7

ECL 0667-8

M A

T C

H L

E S

H E

E T C

-0 S

T A

100' 200'0

C-05

D R

A W

G N

A M

E H

E R

TOE OF FILL

APPROXIMATE

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

ECL/CBL

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

PLAN - BEACH FILL PLAN

B E

A C

H F

L P

L A

A T

M A

T C

H L

E S

H E

E T C

-0 S

T A

X=946500

X=946000

X=945500

X=945000

SURVEY 19-235 USED SURVEY 20-158 USED

TOE OF FILL

APPROXIMATE

S T

150 FOOT TAPER 150 FOOT TAPER

T C

H L

E S

H E

E T C

-0 S

T A

(NAVD 88)

ELEV. +6.1 FEET

BERM CREST

TOE OF FILL

APPROXIMATE

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

100' 200'0

C-06

SHEET GENERAL NOTES

D R

A W

G N

A M

E H

E R

PLAN - BEACH FILL PLAN

B E

A C

H F

L P

L A

X=945000

X=945500

X=946000 Y

A T

O S

T A

TRANSITION

300 BERM

C O

N S

T R

U C

N L

T A

E C

L /C

B L

ACCESS AREA

STAGING AND

S T

E C

L /C

B L

1. SEE SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-06

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

BCOES CERT

R-18

R-19

R-20

R-18.5

ECL 2513-1

ECL 0667-1

ECL 0667-2ECL 0667-3

+6.8

+8.6

+7.3 +7.6

+7.8

+7.9

+1.2

+4.9+5.7

+5.8

+6.7 +6.8

+1.6

+2.1

+3.9 +6.3

+7.0

11.2

10.4

13.6 13.3 13.0 12.3

11.5 11.0

10.7

10.4

10.2

16.1

15.5

14.9

14.3

14.0 13.5 13.0

12.8

12.5

12.4

11.9

11.5

17.8

17.6

16.8

16.6

16.0

15.6

15.5

14.9

14.4

13.8

19.4

18.8

18.6

18.4

18.1

18.1 18.0

17.8

17.4

16.7

19.8

19.7

19.7 19.6

19.5

19.4

18.8

18.7

18.6

20.0

19.9

19.7

19.6

19.5

19.4 18.9 18.6

18.5

18.2

20.3

20.0 19.9

19.9

19.8 19.1

18.9

18.1 18.1

21.0

20.4

20.2

20.0

19.9

19.8

19.4

19.3

21.5

21.2

21.1 20.0

20.0

19.9

19.4

19.3 19.2

20.8

20.6

20.5

20.4

20.1

20.0

19.1

20.9

20.6

20.5

20.3

20.2

20.1

19.4

19.2

20.2

2.0

4.3 5.0

4.6

4.6 4.9 5.4 5.8 5.9

6.0

6.3 6.6

6.9 7.0 6.5 5.5 4.4

4.3 4.7 5.2 5.8

6.7 7.4 7.9 8.6

9.8

0.3 3.0

4.8 5.8

6.7

7.0 7.2

7.3

7.4 7.3 7.1

6.9 6.4 5.7 4.8 3.8 3.8

4.0

5.1 5.7 6.2 6.9

7.7 8.2 9.0 9.5 9.7 9.9

2.0

4.7

5.4 5.7 6.2

6.5

6.9 7.3 7.7 8.0

8.2 8.0 6.8 5.2 4.6 4.1 4.0

4.3

4.7

5.0

5.5 5.9

6.7 7.0

7.6

8.2

9.1 9.8

-M

D S

R -C

B .d g n

SHEET GENERAL NOTES

C-07

T Y

A L C

R O

S S S

E C

BE REPLACED AT THE CONTRACTOR'S EXPENSE.

2. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL

AND BERM WIDTHS ALONG THESE AZIMUTHS VARY.

PERPENDICULAR TO THE CBL/ECL, THEREFORE SLOPES

FDEP RANGE MONUMENT AZIMUTHS WHICH ARE NOT

PROFILES ON FOLLOWING SHEETS ARE TAKEN ALONG

1. TYPICAL SECTION PERPENDICULAR FROM THE CBL/ECL.

E L E

V A

N I

N F

E E

T N

A V

0-100-200 100 200 300 400 500 600 700

E L E

V A

N I

N F

E E

T N

A V

+10

+20 +20

+10

EL +6.1 FEET, NAVD88

EL +6.6 FEET, NAVD88

ECL/CBL AT RANGE "0"

BEACH FILL

50' 100'0 50' 100'0

HORIZONTAL:

E C

L C

L BEACH FILL

CONSTRUCTION PROFILE

NOT TO SCALE

ELEV. +6.1

SLOPE = 1V:3H

E C

L C

L BEACH FILL

CONSTRUCTION PROFILE

ELEV. +6.1

SLOPE = 1V:3H

LANDWARD OF THE ECL/CBL

NO FILL SHALL BE PLACED

E C

L C

B L

BELOW

"BEACH FILL NEAR ECL/CBL"

SEE DETAIL

+0.5 VERTICAL FOOT TOLERANCE

VEGETATION (SEE NOTE 2)

VERTICAL:

DETAIL - BEACH FILL NEAR VEGETATION

NOT TO SCALE

DETAIL - BEACH FILL NEAR ECL/CBL

ELEV. +6.6

+0.5 FOOT TOLERANCE

ELEV. +6.6

+0.5 FOOT TOLERANCE

110'

TYPICAL BEACH SECTION PERPENDICULAR TO THE CBL/ECL

(TYPICAL)

EXISTING GRADE

(TYPICAL)

EXISTING GRADE

(TYPICAL)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-07

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

P A

Y M

E N

T A

N D A

C C

E P

T A

N C

E P

R O

E S

C-08

-M

D B

R -C -C

B .d g n

PLAN - PAYMENT AND ACCEPTANCE PROFILES

NOT TO SCALE

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

A(R)

A(T)

A(P)

A(P) = PAYMENT AREA

A(T) = TOLERANCE AREA

A(R) = REQUIRED AREA

NOTES:

NOT TO SCALE

A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

TOLERANCE

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

SLOPE

PLACED BERM WIDTH

A(R) ≤ A(P) ≤ A(T)

UP-SLOPE

SLOUGH ZONE

TEMPLATE

REQUIRED

MAX 50% PLACED BERM WIDTH

WATERLINE (VARIES)

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

NO PAYMENT WILL BE MADE FOR SQUARE FOOTAGE OF A(P) GREATER THAN A(T)

BEACH BERM PAYMENT PROFILES

(TYPICAL SECTION)

PAYMENT AREA

(TYPICAL SECTION)

ACCEPTANCE

MAY BE ACCEPTABLE AS DETERMINED BY THE CONTRACTING OFFICER.

MINOR SLOUGHING AT SEAWARD TOE CAUSED BY WAVES AND CURRENTS

NOT TO SCALE

A(P)A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

A(P)A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

ACCEPTANCE SURVEY

POST-CONSTRUCTION

BEACH BERM ACCEPTANCE PROFILES

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-08

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

-M

D S

R -C

B .d g n

C-09

C R

O S

S S

E C

N S

R -7 T

O R -9 .5E

L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

1084+42

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

10' 20'0 100' 200'0

PROFILE R-7

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

PROFILE R-8

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

PROFILE R-9

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

PROFILE R-7.5

PROFILE R-8.5

PROFILE R-9.5

BEACH FILL

C-01

C-02

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

ELEV. +6.1'

ELEV. +6.6'

VERTICAL FILL TOLERANCE (+0.5)

OFFSHORE DISTANCE IN FEET

110.01'

(JULY 2020)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-09

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

C-10

C R

O S

S S

E C

N S

R -1

O R -1

-M

D S

R -C

B .d g n

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

PROFILE R-10

PROFILE R-10.5

PROFILE R-11

PROFILE R-11.5

PROFILE R-12

PROFILE R-12.5

BEACH FILL

C-02

C-03

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

112.56'

ELEV. +6.1'

ELEV. +6.6'

VERTICAL FILL TOLERANCE (+0.5)

(JUL 2020)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-10

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

-M

D S

R -C

B .d g n

C-11

C R

O S

S S

E C

N S

R -1

O R -1

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

PROFILE R-13

PROFILE R-13.5

PROFILE R-14

PROFILE R-14.5

PROFILE R-15

PROFILE R-15.5

BEACH FILL

C-05

C-04

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

110.06'

ELEV. +6.1'

ELEV. +6.6'

VERTICAL FILL TOLERANCE (+0.5)

(JUL 2020)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-11

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

-M

D S

R -C

B .d g n

C R

O S

S S

E C

N S

R -1

O R -1

C-12

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

PROFILE R-16

PROFILE R-16.5

PROFILE R-17

PROFILE R-17.5

PROFILE R-18

PROFILE R-18.5

BEACH FILL

C-05

C-06

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

E C

L /C

B L

111.65'

ELEV. +6.1'

ELEV. +6.6'

VERTICAL FILL TOLERANCE (+0.5)

(JUL 2020)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-12

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

T E

C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

E N

T S

U N

N Y I S

L E

W E

-M

D S

R -C

B .d g n

C-13

C R

O S

S S

E C

N S

R -1

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

T N

A V

10' 20'0 100' 200'0

HORIZONTAL:VERTICAL:

PROFILE R-19

BEACH FILL

C-06

+20

+10

+20

E C

L /C

B L

110.21'

ELEV. +6.1'

ELEV. +6.6'

VERTICAL FILL TOLERANCE (+0.5)

(OCT 2019)

EXISTING GRADE

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\Miami-Dade Co--113082\Supplemental Contract D - Sunny Isle - FY21\080 - Plans\05 Civil\C-13

S I

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

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

N D H

U R

A N P

R O

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C T

N P

R O J E

C T

M I-

D A

D E C

O U

N T

Y F

L O

N E

A C

H R

E N

O U

H M

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T S

U N

N Y I S

L E

W E

G-01

G-02

G-03

G-04

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

File details come from the government source that posted it. Updated Sep 24, 2020.