W912EP19B0008_Miami-Dade_Surfside_Erosion_Protection_Plans.pdf

PDF 15 MB Posted Mar 18, 2019

Attached to: Beach Erosion Control Hurricane Protection Project, Miami-Dade County, Florida, Surfside Segment
Solicitation number: W912EP19B0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19B0008 Plans

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File	Type	Posted
Abstract_-_Miami_Dade_Surfside_W912EP19B0008.pdf	PDF	Apr 17, 2019
W912EP19B0008_Amendment_0002.pdf	PDF	Apr 12, 2019
W912EP19B0008_Amendment_0001.pdf	PDF	Apr 8, 2019
W912EP19B0008_Miami-Dade_Surfside_Erosion_Protection_Specs_v2_RTA_18_Mar_2019.pdf	PDF	Mar 18, 2019
W912EP19B0008_Miami-Dade_Surfside_Erosion_Protection_Specs_v1_RTA_18_Mar_2019.pdf	PDF	Mar 18, 2019

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\080 - Plans\01 General\G-01

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B of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME X

JACKSONVILLE DISTRICT

G-01

G E

N E

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

C-05

CIVIL

SHEET TITLESHEET ID

ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

PROJECT OVERVIEW

-M

D C

S B

R -G

I0 c o v e r.

d g n

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

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

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

S U R F S I D E

B E

A C

H P

L A

C E

M E

N T A

R E

P R

O J E

C T L

ISLAND

INDIAN CREEK

BAY HARBOR ISLANDS

BISCAYNE POINT

KEYSTONE ISLANDS

BAL HARBOUR

MIAMI-DADE COUNTY, FLORIDA

HURRICANE PROTECTION PROJECT

SURFSIDE SEGMENT

TYPICAL BEACH PROFILE

PAYMENT AND ACCEPTANCE PROFILES

C-06

C O

V E

R S

H E

E T A

N D I

N D

E X

ECL AND CBL CONTROL PLAN AND DATA

BEACH PROFILES R-31 TO R-36.5

BEACH PLACEMENT PLAN R-30.5 TO R-32

BEACH PLACEMENT PLAN R-33 TO R-35

BEACH PLACEMENT PLAN R-36 TO R-37.5

W912EP19B0008

BEACH EROSION CONTROL AND

N E

G-02

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D C

S B

R -G

I0 s y m b .d g n

LOW PROFILE EXISTING GROIN W/ PILES

A B

B R

E V

N S S

Y M

B O

L S A

N D G

E N

E R

A L N

O T

E S

STAGING AREA

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

INDENTITY SYMBOL KEY

REFERENCE SYMBOL KEY

DISCIPLINE DESIGNATOR

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

ENVIROMENTAL RESOURCE MAPPING

BATHIMETRIC SOUNDINGS

TOPOGRAPHIC ELEVATIONS

V - SURVEY / MAPPING

G - GENERAL

FILL SLOPE INDICATOR SYMBOL

WITH AZMITH BEARING

FDEP RANGE MONUMENT

GENERAL NOTES

EROSION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL

EXISTING GRADE

BE CCAFS 27

SOUNDING / ELEV. 4.5 +4.8

REDUCED TO FIT

C-12C-12

VIEWING PLANE

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

CROSS SECTION

TITLE

C-08

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROFILE

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

1 on 10

W/ GRAPHIC SCALE

NORTH ARROW

200'0 100'

34+70034+500

C-01

BERM CREST

TOE OF FILL

SLOPED BERM CREST

34+600

SURVEY NOTES

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 -3

LOCATION FALLS OFF PAGE

LINE / SYMBOL KEY (PLAN VIEW)

LINE / SYMBOL KEY (PROFILE VIEW)

EROSION CONTROL LINE

EXISTING SURFACE

ECL 65

ACCESS AREA

CBL STATION

ECL POINT

GREATER THAN 25 SF SHALL NOT BE COVERED BY FILL.

10. EXISTING VEGETATION WITHIN THE CONTRACTOR'S WORK AREA

ECL UNLESS APPROVED BY THE CONTRACTING OFFICER.

DESIGN BERM HEIGHT. NO FILL IS ALLOWED LANDWARD OF THE

9. LANDWARD LIMIT OF FILL IS TO MATCH EXISTING GRADE AT THE

SURFSIDE FOR ACCESS AND STAGING AREAS SHOWN HEREIN.

SHALL COORDINATE WITH CONTRACTING OFFICER AND CITY OF

8. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR

CONSTRUCTION BASELINE (CBL).

7. THE EROSION CONTROL LINE FOR THIS PROJECT IS THE

CONSTRUCTION BASELINE.

6. BERM WIDTHS ARE MEASURED PERPENDICULAR FROM THE

ASSIGNED THE PLUS SYMBOL (+).

ELEVATIONS SHOWN ABOVE REFERENCED DATUM WILL BE

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

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

FOOT.

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

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN

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

4. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

ONLY, NOT TO BE USED FOR MEASUREMENTS.

3. 2015 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

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

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

USING AN ODOM DIGI-BAR VELOCIMETER.

REFERENCED IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE CAPTURED

COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA FILES ARE

TWICE DAILY AT A CONTROL POINT. CALIBRATION AND QUALITY ASSURANCE DATA WAS

AND 33KHZ AND HYPACK 2017. THE VERTICAL COMPONENT WAS VERIFIED ON LAND

MV SURFMASTER, ODOM MK III DUAL FREQUENCY FATHOMETER OPERATING AT 200 KHZ

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

DURING FIELD OPERATIONS.

PUBLISHED/ESTABLISHED MARKS WERE PERFORMED TO MAINTAIN QUALITY CONTROL

(TOTAL STATION, LEVELING) METHODOLOGIES. ROUTINE CHECKS TO

7. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS AND CONVENTIONAL SURVEYING

SHEETS FOR A DEPICTION OF THESE DATA SHOWN AS SPOT ELEVATIONS.

250 FEET BETWEEN SUCCESSIVE SURVEYED LINES WAS MAINTAINED. REFER TO PLAN

ADDITIONAL PROFILES LINES WERE COLLECTED SUCH THAT A NOMINAL SPACING OF

R-27 ON THE NORTH END AND RUNNING THROUGH R-36 AT THE SOUTH END.

6. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS BEGINNING WITH

FEET.

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

(NAVD88).

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

EAST ZONE.

1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE COORDINATE SYSTEM, FLORIDA

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

AUTHORIZATION NO. LB4603, BETWEEN THE DATES 17 AND 27 APRIL, 2018.

2. SURVEY WAS PERFORMED BY DEGROVE SURVEYORS, INC., BUSINESS

1. REFER SURVEY NO. 18-109, MIAMI-DADE County, Florida.

SIGNING PARTY OR PARTIES.

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

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

LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.

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

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED

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

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OKEECHOBEE

ORLANDO

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MIAMI

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KEY WEST

CANAVERAL

PALM BEACH

NOT TO SCALE

MEXICO

GULF

OCEAN

ATLANTIC

PROJECT LOCATION

LAUDERDALE

LOCATION

PROJECT

FT. PIERCE

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M E

R-31

R-32

R-33

R-36

R-36.5

R-35

R-34

R-36.5

R-31

P L

A C

E M

E N

T L

.1 M

95TH ST

92ND ST

88TH ST

500' 1000'0 G-03

ATLANTIC OCEAN

S U R F S I D E

Y=558000

Y=560000

Y=562000

Y=564000

Y=566000

G E

N E

R A

P R

O J E

C T O

V E

R V

-M

D C

S B

R -G

I0 p ro jo v e r.

d g n

C-01

C-02

C-03

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

BAL HARBOUR

BISCAYNE POINT

BAY HARBOR ISLANDS

SHORELINE

APPROXIMATE

96TH ST

ACCESS AREA

88TH ST

ACCESS AREA

96TH ST

STAGING AREA

89TH ST

STAGING AREA

92ND ST

TO STAGING AREA

ACCESS FROM BEACH

TO STAGING AREA

ACCESS FROM BEACH

R-30

R-30.5

R-31

R-32

R-33

R-34

R-35

R-36

R-36.5

T-37

R-37.5

T-38

R-38.5

T-39

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

RANGE MONUMENT CONTROL POINTS

DEGREES

AZIMUTH *

* AZIMUTHS ARE MEASURED CLOCKWISE FROM NORTH

T-39

R-38.5

T-38

R-37.5

T-37

R-36.5

R-36

R-35

R-34

R-33

R-32

R-31

R-30.5

R-30

90°

557,332.28

557,903.94

558,476.61

559,071.26

559,570.45

560,109.41

560,619.93

561,751.32

562,980.50

563,990.14

564,959.02

565,987.64

566634.60

567131.98

945,528.54

945,694.37

945,542.38

945,508.50

945,480.06

945,552.57

945,338.60

945,175.46

945,073.59

944,999.83

944,935.60

945,017.96

944951.42

944900.26

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

30+000

30+500

31+000

31+500

32+000

32+500

33+000

33+500

34+000

34+500

35+000

35+500

36+000

36+500

37+000

37+500

38+000

38+500

39+000

39+500

ECL/CBL

ECL 59

ECL 60

ECL 61

ECL 62

ECL 63

ECL 64

ECL 65

ECL 66

ECL 67

ECL 68

944,633.29

944,956.33

944,979.72

944,981.60

945,047.80

945,492.76

945,515.83

945,562.53

945,612.13

945,639.85

945,645.01

569,462.62

565,975.85

565,665.31

565,640.38

564,959.02

560,379.03

560,151.25

559,753.25

559,405.45

559,056.55

558,706.51

STA. 27+477.31

STA. 30+979.01

STA. 31+290.43

STA. 31+315.43

STA. 32+000.00

STA. 36+601.55

STA. 36+830.50

STA. 37+231.23

37+582.55STA.

STA. 37+932.55

STA. 38+282.62

CONSTRUCTION BASE LINE (CBL)

EROSION CONTROL LINE (ECL)

STATIONING

CBL

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DSI PT#100

R 26.5

872 3080 D TIDAL

R 26

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL

N/A

AC4681

AC4653

570787.91

570694.13

570700.SC

571262.32

944520.43

944615.28

943890.SC

944582.77

9.64

10.18

2.93

9.75

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

95TH ST

92ND ST

88TH ST

500' 1000'0 G-04

ATLANTIC OCEAN

S U R F S I D E

Y=558000

Y=560000

Y=562000

Y=564000

Y=566000

N E

R A

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L A

N D C

B L C

O N

T R

O L P

L A

N A

N D D

A T

A -M

D C

S B

R -G

I0 c tr l.

d g n

BAL HARBOUR

BISCAYNE POINT

BAY HARBOR ISLANDS

R-30.5 R-31

R-32 o n

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22.4

22.2

22.2 22.2

22.1

22.0 22.0

21.9 21.9 21.9 21.9

21.9

21.8 21.8

21.7

21.7 21.7

21.7

21.6

21.6 21.6

21.6

21.6 21.6

21.6

21.6 21.6

21.6

21.5

21.4

21.4 21.4

21.3

21.3 21.3

21.3

21.3 21.2

21.2

21.2 21.2

21.2

21.1

21.1 21.1

21.1

21.0

20.9 20.9

20.9

20.8

20.7

20.7 20.7

20.6

20.6 20.6

20.6

20.6 20.6

20.6

20.5 20.5

20.5

20.5 20.5

20.5

20.4

20.4 20.4

20.4

20.4 20.4

20.4

20.3

20.3 20.3

20.3

20.2

20.2 20.2

20.2

20.1

20.0

20.0 20.0

20.0

20.0 19.9

19.9

19.9 19.9

19.9

19.8

19.7

19.7 19.7

19.7 19.6

19.6

19.5

19.5 19.5

19.5

19.5 19.5

19.5

19.4

19.4 19.4 19.4 19.4

19.4

19.3

19.3 19.3

19.3

19.3 19.3

19.3 19.2

19.2

19.1 19.1

19.1

19.1 19.1

19.0

18.9 18.9

18.9 18.9 18.9

18.9 18.9 18.8

18.8

18.7

18.6

18.6 18.6

18.6

18.5 18.5

18.5

18.4

18.3

18.3 18.3

18.3

18.3 18.3 18.3

18.3

18.2 18.2

18.1 18.1

18.1

18.1 18.1

18.1 18.0

18.0 18.0

18.0

17.9 17.8

17.8

17.8 17.8

17.7

17.6 17.6

17.4 17.4

17.4

17.3

17.2 17.0

17.0

17.0 16.9

16.9 16.8

16.8 16.8 16.8

16.6

16.5 16.3

16.3

16.2 16.2

16.1

16.1 16.0 16.0 15.9 15.8

15.8

15.7

15.7 15.7

15.5 15.4

15.2

15.2 15.2

15.1 15.1

15.1 15.0 15.0

14.8 14.8 14.6

14.6

14.5

14.5 14.4

14.3

14.3 14.3

14.3

14.1

14.1 13.9 13.9 13.9

13.8 13.6

13.6 13.6 13.5 13.5

13.4 13.4

13.3 13.3

13.1

13.0

13.0 12.9

12.9

12.8

12.8 12.7

12.5

12.4 12.3

12.3 12.1

12.0

12.0 12.0

12.0 11.9

11.9

11.8 11.8

11.7

11.6

11.6 11.6

11.4 11.4

11.3 11.3 11.3

11.2 11.1 11.0

10.9 10.9

10.9 10.8 10.7

10.7

10.6 10.4

10.4

10.3 10.3

10.2

10.1

10.0

10.0 9.8

9.7

9.7 9.6

9.6 9.6 9.5 9.5

9.4 9.2 9.2

9.2

9.0 9.0

8.9

8.7

8.7 8.6

8.5

8.5 8.4

8.4 8.3

8.3

8.2

8.2 8.0 7.9

7.9

7.7 7.7

7.6 7.6

7.5

7.4 7.4

7.4

7.3

7.2 7.2 7.2 7.1

7.1

7.0

6.9

6.8

6.8 6.8

6.8

6.7

6.6

6.6 6.6 6.5

6.5

6.5 6.5

6.5

6.4

6.3 6.3

6.3

6.2

6.1 6.1 6.0

6.0

5.9 5.9 5.9

5.9

5.8

5.7

5.7 5.6

5.6 5.6

5.6

5.5

5.5 5.4

5.4

5.3

5.2

5.2 5.2

5.2

5.1

5.0

4.9

4.8

4.8 4.8

4.8

4.7 4.7

4.7

4.6

4.6 4.6

4.6

4.5

4.5 4.5

4.4 4.4

4.4

4.3

4.2

4.1

4.1 4.1

4.1

4.0 4.0

4.0

3.9

3.8

3.8 3.8

3.8

3.7

3.7 3.7

3.7

3.6

3.5

3.4

3.4 3.4

3.2

3.0 2.6

2.5 2.4

2.2 2.0 1.9

1.5 1.4

1.0 0.9 0.5

0.4 +0.1 +0.1

+0.2

+0.4

+1.1 +1.2

+1.6

+1.7 +2.0

+2.1

+2.5

+2.7 +2.9

+3.0 +3.1

+3.3 +3.6

+4.1+4.1+4.2

+4.3

+4.3 +4.4+4.7

+4.8 +4.9 +5.2

+5.5 +5.6

+5.6 +5.6+5.9+6.1

+6.1 +6.1

+6.2

+6.3

+6.5+6.5

+6.6 +6.6

+6.7 +6.7

+6.8

+6.9 +6.9

+6.9

+7.0

+7.2

+7.3 +7.3

+7.3

+7.4

+7.5+7.5 +7.6

+7.7

+7.8 +7.8

+7.8+7.8 +7.8

+7.9

+8.0

+8.0+8.1

+8.1

+8.2+8.2

+8.3

+8.3 +8.5

+8.5

+8.5 +8.6

+8.6

+8.7+8.7 +8.7

+8.7

+8.8

+8.8 +8.8

+8.9

+8.9+8.9

+9.1 +9.1

+9.1

+9.2

+9.3

+9.3 +9.4

+9.4

+9.5

+9.6

+9.7

+9.8

+10.0

+10.1

+10.1 +10.2

+10.2

+10.2+10.3

+10.4

+10.6

+10.8

+10.9

+12.1

M A

T C

H L

A W

G C

-0 S

T A

100' 200'0 C-01

X=944500

X=945000

X=945500

X=946000

ECL/ CBL

-M

D C

S B

R -C

B p ln .d g n

TRANSIT

ION

S T

240 FOOT BERM PLACEMENT AREA

th S t th S t th S t

A1A

ECL 68

ECL 67

ECL 66 ECL 65

S T

NOTE:

(SEE NOTE 1)

W/ PILES

EXISTING GROIN

LOW PROFILE

EL. +6.1 (NAVD88)

BERM CREST

TOE OF FILL

APPROXIMATE

B E

A C

H P

L A

C E

M E

N T P

L A

R -3

.5 T

O R

TEMPORARY CONSTRUCTION FACILITIES.

BAL HARBOUR. CONTACT INFORMATION PROVIDED IN SECTION 01 50 02

2. CONTRACTOR SHALL OBTAIN RIGHT OF WAY PERMIT FROM THE VILLAGE OF

NECESSARY TO MEET THE LINES AND GRADES SHOWN ON THE DRAWINGS.

1. FILL SHALL BE PLACED IN, AROUND, AND OVER EXISTING GROIN AS

(SEE NOTE 2)

ACCESS AREA

96TH ST

SURFSIDE

BAL HARBOUR

R-33

R-34 R-35 o n

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\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

B E

R G

E N

J L

A G

R O

C H

E P

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

R R

A N

E 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

A S

U R

F S

E S

E G

M E

21.9 21.7 21.6

21.6

21.5

21.5 21.3

21.2

21.1

21.0

20.9 20.9

20.9 20.8

20.8

20.7

20.6

20.6 20.6

20.6

20.6 20.5

20.5

20.4

20.4 20.4

20.4

20.4 20.4

20.4

20.3

20.3 20.3

20.3

20.3 20.3

20.2

20.1

20.1 20.1

20.1

20.0

20.0 20.0

20.0

20.0 20.0

20.0

19.9

19.8

19.8 19.8

19.7

19.7 19.6

19.6

19.6 19.6

19.6

19.5

19.5 19.5

19.5

19.5 19.5

19.5

19.5 19.5

19.4

19.3 19.3

19.3

19.2

19.1

19.0

18.9

18.8

18.8 18.8

18.8

18.7

18.7 18.7

18.7

18.6

18.6 18.5

18.5

18.4

18.4 18.4

18.4

18.3

18.3 18.3

18.3

18.3 18.2

18.2 18.2

18.2

18.1

18.1 18.1

18.1

18.0

18.0 18.0

17.9

17.9 17.9

17.8

17.7

17.7 17.6

17.6

17.4

17.4 17.4

17.4

17.3

17.3 17.2

17.1 17.1

17.1 17.0

17.0

17.0 17.0

16.9

16.8

16.8 16.8 16.7

16.7

16.5

16.4

16.2 16.2

16.1

16.0 16.0

15.9

15.8 15.8

15.6

15.5

15.2 15.2

15.2 15.0 15.0 14.9

14.8

14.7

14.6

14.4 14.3

14.2 14.2

14.1

14.0

13.8

13.6 13.6

13.6 13.5

13.4 13.4

13.2 13.2

13.0

12.9 12.9

12.8

12.8 12.5

12.4

12.4 12.3

12.3

12.3 12.2

12.1

12.0

11.9

11.8

11.7

11.7 11.7

11.6 11.4

11.3 11.3

11.2

11.1

11.0

10.9

10.9 10.9 10.8

10.6

10.4

10.3 10.3

10.2

10.2 10.2

10.1 10.0 10.0

9.9

9.8 9.7

9.5

9.4 9.4

9.4

9.3

9.3 9.1 8.8 8.8

8.8 8.7

8.7

8.7 8.6

8.6

8.5

8.3

8.3 8.1

8.1

8.0 7.9

7.8

7.7 7.7

7.6 7.6

7.5

7.4

7.3

7.2 7.2

7.2

7.1

7.1 7.1

7.1

7.0

7.0 7.0

6.9

6.9 6.9

6.9

6.8

6.7 6.7

6.7

6.6

6.5

6.5 6.4

6.4

6.3

6.2 6.2

6.2

6.1

6.0

5.9

5.8 5.8

5.8

5.7

5.6

5.6 5.6

5.6

5.5

5.4

5.3

5.3 5.3

5.3

5.2

5.2 5.2

5.2

5.1

5.0 5.0

5.0

4.9

4.8

4.7

4.6

4.6 4.6

4.6

4.5

4.4

4.3 4.1

4.0

3.8

3.5

2.6

2.5

2.2

1.7 1.5

1.5

0.9

0.8

0.5

+0.1

+0.2+0.6 +0.6

+0.8

+1.4

+1.5 +1.7

+2.3

+2.4

+2.5+3.0

+3.3

+3.3+3.6

+3.6

+3.7 +4.2

+4.6

+5.5

+5.7

+5.8

+5.9

+6.0

+6.1

+6.2+6.2

+6.2

+6.3 +6.3 +6.4

+6.4

+6.5

+6.5 +6.5

+6.5

+6.7

+6.8

+7.0

+7.1

+7.2

+7.4

+7.4 +7.5

+7.6

+7.7 +7.7

+7.8

+7.9

+8.0

+8.1+8.1

+8.1

+8.2 +8.3

+8.6

+8.6 +8.7

+8.7

+8.9

+9.0

+9.1 +9.1

+9.1

+9.2 +9.3 +9.4

+9.4

+9.5 +9.5

+9.5

+9.7 +9.7

+9.7 +9.8 +9.8

+9.9

+10.4 +10.7

+10.8 +10.9

+10.9

+11.0

+11.2

+11.3+11.5

+11.6

100' 200'0 C-02

M A

T C

H L

A W

G C

-0 S

T A

M A

T C

H L

A W

G C

-0 S

T A

X=945000

X=945500

X=946000

X=946500

ECL / CBL

240 FOOT BERM PLACEMENT AREA

COLLINS AVE

R D S

N D S

-M

D C

S B

R -C

B p ln .d g n

EL. +6.1 (NAVD88)

BERM CREST

TOE OF FILL

APPROXIMATE

STAGING AREA

92ND ST

B E

A C

H P

L A

C E

M E

N T P

L A

R -3

O R -3

STAGING AREA

ACCESS FROM BEACH TO

R-36

R-36.5

T-37 R-37.5 o n

20.3

20.0

19.8

19.8 19.8

19.8

19.7

19.6

19.6 19.6

19.5

19.4 19.4

19.4

19.3

19.3 19.3

19.3

19.2

19.1

19.0

18.9

18.8

18.7

18.6

18.6 18.5

18.5 18.5

18.5

18.4

18.3

18.2

18.1

18.1 18.0

17.9

17.8

17.7

17.6

17.5

17.4

17.3 17.3

17.3

17.2

17.1

17.0

16.9 16.8

16.8

16.7

16.5

16.5 16.4

16.1

16.0 15.5

15.4

15.3 15.0

14.6

14.6 14.4

14.3 14.0

14.0

13.8

13.7 13.6

13.3

13.1

13.1 12.9

12.8

12.7 12.6 12.2 12.2

12.0

11.9 11.8

11.8

11.5

11.3 11.3

11.2 10.9

10.8

10.8 10.3

10.2

10.1

9.8

9.6

9.5 9.4

9.0

8.9 8.6

8.4

8.3

8.2

8.1

8.0 7.8

7.8

7.7

7.5

7.3

7.2

7.0

6.9

6.8

6.7

6.6 6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.4

5.3

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.2

4.1

4.0

3.9

3.8

3.7

3.5

3.4

3.0

2.2

1.5

1.0

0.1

+0.0

+1.3 +1.5

+1.9 +2.3

+3.8

+3.9 +4.1+4.5

+4.8 +5.9

+6.0

+6.4

+6.5

+6.7

+6.8 +7.0

+7.0

+7.1

+7.3

+7.4 +7.5

+7.9

+8.0

+8.1

+8.4 +8.6

+8.7 +8.7

+9.0

+9.2

+9.3

+9.4

+9.6

+9.7

+9.8

+10.1 +10.2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\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

B E

R G

E N

J L

A G

R O

C H

E P

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

R R

A N

E 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

A S

U R

F S

E S

E G

M E

100' 200'0 C-03

ECL / CBL

X=945000

X=945500

X=946000

X=946500

240 FOOT BERM PLACEMENT AREA

TRANSITION

S T

COLLINS AVE

H S

M A

T C

H L

A W

G C

-0 S

T A

-M

D C

S B

R -C

B p ln .d g n

ECL 64 ECL 63

EL. +6.1 (NAVD88)

BERM CREST

TOE OF FILL

APPROXIMATE

ACCESS AREA

88TH ST

STAGING AREA

89TH ST

B E

A C

H P

L A

C E

M E

N T P

L A

R -3

O R -3

STAGING AREA

ACCESS FROM BEACH TO

A L B

E A

C H P

R O

C-04

-M

D C

S B

R -C

B ty p x s e c .d g n

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\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

B E

R G

E N

J L

A G

R O

C H

E P

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

R R

A N

E 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

A S

U R

F S

E S

E G

M E

E C

L C

B L

(SEE NOTE 2)

VEGETATION

APPROXIMATE EXISTING GRADE

EL. +6.1

EL. +6.6

BEACH FILL

EL. +6.6

EL. +6.1

BEACH FILL

NOTES:

AT THE CONTRACTOR'S EXPENSE.

2. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL BE REPLACED

ALONG THESE AZIMUTHS VARY.

PERPENDICULAR TO THE CBL, THEREFORE SLOPES AND BERM WIDTHS

SHEETS ARE TAKEN ALONG FDEP RANGE MONUMENT AZIMUTHS WHICH ARE NOT

1. TYPICAL SECTION PERPENDICULAR FROM THE CBL. PROFILES ON FOLLOWING

50' 100'0 5' 10'0

+20

+10

0 100 200 300 400 500 600 700 800

+10

+20

HORIZONTAL VERTICAL

CBL/ECL AT RANGE "0"

BEACH FILL

240'

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

TOLERANCE +0.5 FOOT

APPROXIMATE EXISTING GRADE

EL. +6.1

EL. +6.6

TYPICAL BEACH SECTION PERPENDICULAR TO THE CBL/ECL

TOLERANCE +0.5 FOOT

E C

L C

B L

SLOPE = 1V:3H

THE ECL/CBL

LANDWARD OF

BE PLACED

NO FILL SHALL

BEACH FILL NEAR VEGETATION

NOT TO SCALE

BEACH FILL NEAR ECL/CBL

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-05

-L

C G

R -C -C

B .d g n

(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

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S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\080 - Plans\05 Civil\C-05

S I

N /A

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C K

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L E D

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A N M

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C O B

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M I-

D A

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C-06

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B x s e c .d g n

B E

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H P

R O

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R -3

O R -3

S O

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N E

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D E

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M A

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S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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M Y C

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P S O

F E

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Miami-Dade Co--113082\Surfside - Contract A - FY19\080 - Plans\05 Civil\C-06

S I

N /A

J A

C K

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T R

A N M

A R

C O B

L V

J A

C K

S O

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L E F

B E

R G

E N

J L

A G

R O

C H

E P

A U

S T

B E

A C

H E

R O

N C

O N

T R

O L A

R R

A N

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R O

T E

C T

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R O J E

C T

M I-

D A

D E C

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L O

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U R

F S

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M E

E L E

V A

N I

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E E

N A

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0 100 200 300 400 500 600 700 800

E L E

V A

N I

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E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

0 100 200 300 400 500 600 700 800

E L E

V A

N I

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V D

E L E

V A

N I

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0 100 200 300 400 500 600 700 800

E L E

V A

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E L E

V A

N I

N F

E E

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0 100 200 300 400 500 600 700 800

E L E

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V A

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0 100 200 300 400 500 600 700 800

E L E

V A

N I

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E L E

V A

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0 100 200 300 400 500 600 700 800

E L E

V A

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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

FILL TOLERANCE (+0.5')

BEACH FILL

MONUMENT AT RANGE "0" MONUMENT AT RANGE "0"

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

FDEP RANGE R - 31 PROFILE

C-01

HORIZONTAL VERTICAL

10' 20'0 100' 200'0 10' 20'0

HORIZONTAL VERTICAL

FDEP RANGE R - 34 PROFILE

10' 20'0

C-03

HORIZONTAL VERTICAL

10' 20'0

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

FDEP RANGE R - 32 PROFILE

C-01

FDEP RANGE R - 35 PROFILE

C-02

FDEP RANGE R - 33 PROFILE

C-02

FDEP RANGE R - 36 PROFILE

C-03

C-02

FDEP RANGE R - 36.5 PROFILE

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+10 +10 +10 +10

+20 +20 +20 +20

E L E

V A

N I

N F

E E

T N

A V

0 100 200 300 400 500 600 700-100

E L E

V A

N I

N F

E E

T N

A V

E C

L /C

B L

+20

+10

+20

+10

240'

ELEV. +6.1'

BERM CREST

APPROXIMATE EXISTING GRADE

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

File details come from the government source that posted it.