B.08.02 Drawings.pdf

PDF 10 MB Posted Dec 17, 2019

Attached to: Lido Key Hurricane and Storm Damage Reduction Project
Solicitation number: GROUP1-18-R-J010
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
B.08.03 Revision 0004, Lido Key.pdf	PDF	Feb 14, 2020
B.08.03 Revision 0003_Lido Key.pdf	PDF	Feb 7, 2020
B.08.03 Revision 0002_Lido Key.pdf	PDF	Jan 24, 2020
B.08.03 Revision 0001, Lido Key.pdf	PDF	Jan 8, 2020
B.08.02 GROUP1-18-R-J010 Lido Key Solicitation.pdf	PDF	Dec 17, 2019
B.08.02 GDR.pdf	PDF	Dec 17, 2019

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GROUP1-18-R-J010

JACKSONVILLE DISTRICT

C-10

P R

O J

E C

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

C-06

CIVIL

C-07

C-08

C-09

G-05

SHEET TITLESHEET ID

G-01

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

S A R A S O T A C O U N T Y

G U L F O F M E X I C O

S I E S T A K E Y

L O N G B O A T K E Y

C O

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L I D O K E Y

C-11

C-12

C-13

C-14

C-15

C-17

C-18

C-19

C-20

G-06

G-07

CONTROL DATA BEACH

BEACH FILL PROFILES

BEACH FILL TYPICAL PROFILE

BEACH FILL PROFILES

BORROW AREAS - OVERVIEW

BORROW AREA C PLAN

BORROW AREA D PLAN

BEACH FILL PLAN - STA. 33+700 TO 36+500

BEACH FILL PLAN - STA.36+500 TO 39+100

BEACH FILL PLAN - STA. 39+100 TO 41+700

BEACH FILL PLAN - STA. 41+700 TO 44+205.26

-S

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C-21

BORROW AREA CROSS SECTIONS

GROINS OVERVIEW

C-22

MARINE MATTRESS DETAILS

DANGER SIGN DETAILS

SARASOTA COUNTY, FLORIDA

LIDO KEY HURRICANE AND STORM

DAMAGE REDUCTION PROJECT

GROIN 1 - PLAN AND PROFILE

GROIN 1 - MARINE MATTRESS PLAN AND CROSS SECTIONS

GROIN 2 - PLAN AND PROFILE

GROIN 2 - MARINE MATTRESS PLAN AND CROSS SECTIONS

ABBREVIATIONS, SYMBOLS, AND NOTES

PROJECT OVERVIEW AND CONTROL

of Engineers

US Army Corps

SOLICITATION NO.:

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DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

REFERENCE SYMBOL KEY

1 on 20

WITH AZMITH BEARING

FDEP RANGE MONUMENT

GENERAL NOTES

WITH STATIONING

CONSTRUCTION BASELINE POINT

WITH STATIONING

EROSION CONTROL LINE / POINT

EROSION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL

RANGE LINE MONUMENT

TOE OF CONSTRUCTION SLOPE

FILL SLOPE SYMBOL

WITH NOTATION

EXISTING CONTOUR LINE

(PLAN VIEW)

BEACH FILL AREA

STAGING AREA AND ACCESS

LOCATION FALLS OFF PAGE

EXISTING GRADE

116 + 000

BE CCAFS 27

(PROFILE VIEW)

BEACH FILL

SOUNDING / ELEV. 4.5 +4.8

PIPELINE ROUTE

AVOIDANCE AREA

R -6

PROJECT LEGEND

REDUCED TO FIT

C-12C-12

VIEWING PLANE

200'0 100'

PLAN

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

DRAWING AREA TITLE REDUCED TO FIT

SECTION NAME

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

C-09

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

PROFILE

VB-JH99-22 IDENTIFIER

VIBRACORE BORING

MAXIMUM DREDGING DEPTH

G-02

G E

N E

R A

OUTSTANDING FLORIDA WATERS

BORROW AREA

-S

C L

K -G

I0 a b b re v ia ti o n s .d g n

VERT

450+00

USCG

USACE

UGE

TYP

TOS

TOL

TOB

STA

SSLE

SBDA

RGE

RFI

N.T.S.

NOAA

NAVD88

MLW

MLLW

MHW

INV

HORZ

HDSR

FDOT

FDEP

EOB

EXIST

ECL

DWG

CBL

BLVD

APPROX

VERTICAL

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

UNDERGROUND ELECTRIC

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

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

IRON PIPE

INVERT

HORIZONTAL

HURRICANE DAMAGE STORM REDUCTION

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

20' HORIZONTAL

FILL SLOPE 1' VERTICAL TO

DISCIPLINE DESIGNATOR

1989-10

P23

MIXING ZONE REQUIREMENTS WITHIN THIS AREA.

WATER BODY. PLEASE SEE TURBIDITY SPECIFICATION 01 57 25 FOR

ARE WITHIN THE SARASOTA BAY ESTUARY, OUTSTANDING FLORIDA

9. PORTIONS OF THE BEACH FILL PLACEMENT AREA, AND BORROW AREA,

AND NOT TO BE USED FOR MEASUREMENTS.

8. 2017 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY

EXISTING STRUCTURES FROM CONSTRUCTION ACTIVITY".

CONTRACTING OFFICER. SEE SECTION 35 20 25 "PROTECTION OF

NOT TO DAMAGE OR FILL OVER THEM, EXCEPT AS DIRECTED BY THE

LOCATIONS, CONDITION, AND TAKE THE NECESSARY PRECAUTIONS

BEACH FILL AREAS. THE CONTRACTOR SHALL VERIFY THEIR

7. SEAWALLS ARE LOCATED ALONG THE UPLAND SIDE OF SOME

SARASOTA FOR ACCESS AND STAGING AREAS SHOWN HEREIN.

SHALL COORDINATE WITH CONTRACTING OFFICER AND CITY OF

6. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR

SEAWARD DISTANCE.

CONSTRUCTION BASELINE. POSITIVE VALUES INDICATE

5. 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

4. 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, WEST ZONE (0901) AND ARE

3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

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

BEDROCK

DANGER SIGN

C - CIVIL

G - GENERAL

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

S-706

IDENTIFICATION

SURVEY NOTES - BEACH & BORROW AREAS

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

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

FOR THE UPLAND AND WADING PORTIONS OF THE PROJECT.

RTK UNITS WERE USED TO COLLECT DATA ALONG RANGE LINES 7.

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

MAY 09, 2019 - MAY 19, 2019DATE OF SURVEY

AT 200/ 24 KHZ, AIDED BY AN APPLANIX POSMV SURFMASTER.

ECHOTRAC CV100 WITH DUAL-FREQUENCY TRANSDUCER OPERATING

5. HYDROGRAPHIC MEASUREMENTS WERE MADE USING AN ODOM

0104 (AG9538), 082 (AG9518), GIS 086 (AG9191),

CALIBRATING TO THE FOLLOWING LOCATIONS:

POSITIONING USING THE FOLLOWING REFERENCE BASE, OR

4. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

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

1. REFER TO SURVEY NO. 19-160.

A B

B R

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B O

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A N

D N

O T

S I E S T A K E Y

B I G

P A S S

B A Y I S L E

LONGBOAT K E Y

P A S S

R -3

R -4

L I D O K

E Y

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

S A R A S O T A C O U N T Y

Y= 1080000

Y= 1090000

Y= 1070000

Y= 1080000

Y= 1090000

-S

C L

K -G

I0 o v e rv ie w .d g n

G E

N E

R A

G-031500' 3000'0

S A R A S O T A B A Y E S T U A R Y

O U T S T A N D I N G F L O R I D A W A T E R S

S A R A S O T A B A Y

WATERS (OFW)

OUTSTANDING FLORIDA

SARASOTA BAY ESTUARY

BORROW AREA 'C'

G U L F O F M E X I C O

S O T A

S A R A

R O B E R T S B

A Y

B E

A C

H F

L L

G R

BORROW AREA 'D'

C L E

S T A

R M

A N

D S

PLAN - PROJECT OVERVIEW

R-29

R-35

R-43

R-31

R-39

T-46

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT.

DESIGNATION PID Y-NORTHING X-EASTING NAVD88

AG9191

AG9518

AG9538

1,111,541.23

1,054,058.26

1,108,380.84

448,059.66

494,587.60

478,781.18

GIS 086

5.04

13.16

18.73

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\01 General\G-03

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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

BEACH

WEST PALM

FT. LUDERDALE

LIDO KEY

KEY PLAN

M E X I C O

O F

G U L F

G -0

N.T.S.

BAY

SARASOTA

C O U N T Y

S A R A S O T A

KEY

SIESTA

KEY

LONGBOAT

O K

E Y

S O

A T

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N E

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B M

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U P -1

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POINT (Y) NORTHING(X) EASTING STATIONING

BASELINE

CONSTRUCTION

33+139.39

32+093.91

31+657.61

31+300.00

1,086,178.67

1,087,083.94

1,087,517.13

1,087,870.53

465,685.84

465,162.86

465,110.85

465,165.55

CONSTRUCTION BASELINE

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

31+300

31+500

32+000

32+500

33+000

33+500

31+400

31+60031+700

31+800

31+900

32+100

32+200

32+300

32+400

32+600

32+700

32+800

32+900

33+100

33+200

33+300

33+400

33+600

POINT (Y) NORTHING(X) EASTING

RANGE MONUMENT CONTROL

AZIMUTH *

RANGE MONUMENT CONTROL

228.0°

241.0°

255.0°

285.0°

1,086,055.70

1,086,445.70

1,086,784.45

1,087,123.20

1,087,976.70

1,088,780.90

466,280.35

465,955.10

465,619.85

465,284.60

465,228.20

465,831.70

R-33.5

R-33

R-32.5

R-32

R-31

R-30

R -3

R-31

R-32

R-33

R-33.

R-32.5

R-

STATE PLANE COORDINATES (NAD83(90) FLHP- WF)

FROM NORTH

* AZIMUTHS ARE IN DEGREES AND MEASURED CLOCKWISE

MATCHLINE SHEET G-05 STA. 33+600

-S

C L

K -G

I0 c o n tr o l.

d g n

G E

N E

R A

C O

N T

R O

L D

A T

A B

E A

C H

G-04200' 400'0

G U L F O F M E X I C O

S A R A S O T A C O U N T Y

L I D O K E Y

CONSTRUCTION BASELINE (CBL)

Y= 1086000

Y= 1087000

Y= 1088000

Y= 1089000

Y= 1088000

Y= 1087000

LONGBOAT KEY

NEW PASS

PLAN - CONTROL DATA

APPROXIMATE SHORELINE

(APPROX.)

EXISTING SHORELINE

(APPROX.)

EXISTING ROAD

M E X I C O

O F

G U L F

G -0

N.T.S.

BAY

SARASOTA

C O U N T Y

S A R A S O T A

KEY

SIESTA

KEY

LONGBOAT

O K

E Y

S O

A T

N N

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N E

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D E

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US Army Corps

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U P -1

-J -0

34+000

34+5

35+0

35+5

36+000

36+500

37+000

33+600

33+700

33+800

33+900

34+100

34+2

34+3

34+4

34+6

34+7

34+8

34+9

35+1

35+2

35+3

35+4

35+6

35+7

35+8

35+9

36+100

36+200

36+300

36+400

36+600

36+700

36+800

36+900

37+100

37+200

PI STA. 34+14

7.61

PI STA. 35+

977.7

POINT (Y) NORTHING(X) EASTING

1989-11

1989-10

1989-9

1989-8

1989-7

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

1989-7

1989-8

1989-9

1989-10

1989-11

468,289.54

467,911.12

467,664.39

467,505.47

467,248.89

466,944.60

466,235.10

1,083,231.26

1,083,740.48

1,084,054.45

1,084,015.72

1,084,521.58

1,084,800.08

1,085,333.20

STATIONING

BASELINE

CONSTRUCTION

35+977.79

34+147.61

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

DENOTES POINT USED FOR CBL ALIGNMENT

POINT (Y) NORTHING(X) EASTING

RANGE MONUMENT CONTROL

AZIMUTH *

RANGE MONUMENT CONTROL

225.0°

230.0°

235.0°

240.0°

234.0°

228.0°

R-37

R-36.5

T-36

R-35.5

R-35

R-34.5

R-34

R-35

T-36

R-37

R-36.5

R-35.5

R-34.5

R-33.

STATE PLANE COORDINATES (NAD83(90) FLHP- WF)

FROM NORTH

* AZIMUTHS ARE IN DEGREES AND MEASURED CLOCKWISE

1,083,431.80

1,083,777.80

1,084,123.80

1,084,553.00

1,084,982.20

1,085,323.95

1,085,665.70

468,490.10

468,127.05

467,764.00

467,512.05

467,260.10

466,932.85

466,605.60

MATCHLINE SHEET G-06

STA. 37+

MATCHLINE SHEET G-04 STA. 33+600

-S

C L

K -G

I0 c o n tr o l.

d g n

G E

N E

R A

C O

N T

R O

L D

A T

A B

E A

C H

G-05200' 400'0

G U L F O F M E X I C O

S A R A S O T A C O U N T Y

L I D O K E Y

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

Y= 1085000

Y= 1086000

Y= 1085000

Y= 1084000

Y= 1083000

Y= 1084000

EXISTING SHORELINE

PLAN - CONTROL DATA

SHORELINE

APPROXIMATE

M E X I C O

O F

G U L F

G -0

N.T.S.

BAY

SARASOTA

C O U N T Y

S A R A S O T A

KEY

SIESTA

KEY

LONGBOAT

O K

E Y

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 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\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\01 General\G-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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

37+500

38+000

38+500

39+000

39+500

40+000

40+500

37+200

37+300

37+400

37+600

37+700

37+800

37+900

38+100

38+200

38+300

38+400

38+600

38+700

38+800

38+900

39+100

39+200

39+300

39+400

39+600

39+700

39+800

39+900

40+100

40+200

40+300

40+400

40+600

40+700

POINT (Y) NORTHING(X) EASTING STATIONING

BASELINE

CONSTRUCTION

1,080,198.69

1,080,316.27

1,080,462.32

1,080,577.15

1,080,667.22

1,080,749.45

1,080,827.15

470,211.69

470,139.98

470,062.13

469,988.73

469,945.94

469,897.07

469,857.32

469,663.31

469,436.29

469,069.16

468,830.20

468,519.52

1,080,827.15

1,081,234.83

1,081,666.48

1,082,159.99

1,082,436.19

1,082,923.68

1989-6

1989-4

1989-3

1989-2

1989-1

2191-1

2191-3

2191-4

2191-5

2191-6

2191-7

38+039.31

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

1989-1

1989-2

1989-3

1989-4

1989-6

2191-7

2191-6

2191-5

2191-4

2191-3

2191-1

1989-5

2191-2

DENOTES POINT USED FOR CBL ALIGNMENT

1989-5

2191-2

STATE PLANE COORDINATES (NAD83(90) FLHP-WF

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

POINT (Y) NORTHING(X) EASTING

RANGE MONUMENT CONTROL

AZIMUTH *

RANGE MONUMENT CONTROL

245.0°

237.5°

230.0°

227.5°

225.0°

1,080,450.05

1,080,920.30

1,081,357.30

1,081,794.30

1,082,231.30

1,082,668.30

1,083,050.05

470,301.65

470,057.10

469,822.85

469,588.60

469,325.10

469,061.60

468,775.85

R-40.5

R-40

R-39.5

R-39

R-38.5

R-38

R-37.5

R-38

R-39

R-40

R-40.5

R-39.5

R-38 .5

R-37 .5

STATE PLANE COORDINATES (NAD83(90) FLHP- WF)

FROM NORTH

* AZIMUTHS ARE IN DEGREES AND MEASURED CLOCKWISE

MATCHLINE SHEET G-07 STA. 40+700

MATCHLINE SHEET G-05

STA. 37+

-S

C L

K -G

I0 c o n tr o l.

d g n

G E

N E

R A

C O

N T

R O

L D

A T

A B

E A

C H

G-06200' 400'0

G U L F O F M E X I C O

S A R A S O T A C O U N T Y

L I D O K E Y

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASELINE (CBL)

Y= 1080000

Y= 1081000

Y= 1082000

Y= 1083000

Y= 1084000

Y= 1083000

Y= 1082000

Y= 1081000

PLAN - CONTROL DATA

M E X I C O

O F

G U L F

G -0

N.T.S.

BAY

SARASOTA

C O U N T Y

S A R A S O T A

KEY

SIESTA

KEY

LONGBOAT

O K

E Y

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 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\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\01 General\G-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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

41+000

41+500

42+000

42+500

43+000

40+700

40+800

40+900

41+100

41+200

41+300

41+400

41+600

41+700

41+800

41+900

42+100

42+200

42+300

42+400

42+600

42+700

42+800

42+900

43+100

43+200

2191-7

2191-8

2191-9

2191-10

2191-11

2191-12

2191-13

2191-14

2191-26

2191-34

2191-41

2191-15

2191-17

2191-18

2191-19

2191-22

2191-23

2191-24

2191-25

2191-27

2191-32

2191-33

2191-35

2191-36 2191-37

2191-38

2191-39

2191-40

2191-43

2191-42

2191-28

2191-31

2191-16

POINT (Y) NORTHING(X) EASTING

STATE PLANE COORDINATES (NAD83(90) FLHP-WF

STATIONING

BASELINE

CONSTRUCTION

CONSTRUCTION BASELINE

EROSION CONTROL LINE AND

DENOTES POINT USED FOR CBL ALIGNMENT

2191-43

2191-42

2191-41

2191-40

2191-39

2191-38

2191-37

2191-36

2191-35

2191-34

2191-33

2191-32

2191-31

2191-30

2191-29

2191-28

2191-27

2191-26

2191-25

2191-24

2191-23

2191-22

2191-21

2191-20

2191-19

2191-18

2191-17

2191-16

2191-15

2191-14

2191-13

2191-12

2191-11

2191-10

2191-9

2191-8

P7 41+914.88

43+245.75

44+122.80472,213.62

471,925.59

471,874.73

471,779.81

471,454.07

471,654.54

471,611.45

471,540.00

471,501.56

471,476.25

471,427.66

471,368.08

471,328.68

471,304.34

471,244.19

471,237.87

471,242.10

471,211.62

471,166.12

471,156.34

471,177.22

471,127.05

471,078.10

471,046.37

470,998.79

470,995.98

470,989.51

470,946.65

470,952.57

470,921.89

470,936.83

470,821.37

470,690.71

470,712.04

470,613.56

470,519.07

470,462.00

470,407.26

470,300.18

1,077,516.75

1,077,908.26

1,077,954.77

1,078,090.64

1,077,955.27

1,078,234.84

1,078,281.38

1,078,250.33

1,078,239.45

1,078,250.33

1,078,284.72

1,078,261.03

1,078,296.25

1,078,337.86

1,078,291.75

1,078,300.11

1,078,302.67

1,078,341.05

1,078,359.32

1,078,367.54

1,078,388.30

1,078,561.10

1,078,672.41

1,078,646.98

1,078,686.89

1,078,689.97

1,078,685.25

1,078,738.97

1,078,744.27

1,078,803.38

1,078,815.67

1,079,095.40

1,079,045.46

1,079,342.04

1,079,497.39

1,079,652.97

1,079,759.11

1,079,859.67

1,080,046.40

POINT (Y) NORTHING(X) EASTING

RANGE MONUMENT CONTROL

AZIMUTH *

190.0°

210.0°

230.0°

235.0°

240.0°

1,078,276.30

1,078,311.55

1,078,346.80

1,078,510.41

1,078,674.02

1,078,930.91

1,079,187.80

1,079,583.80

1,079,979.80

471,971.60

471,708.50

471,445.40

471,278.61

471,111.81

471,000.41

470,889.00

470,717.60

470,546.20

R-44

R-43.5

R-43

R-42.75

R-42.5

R-42.25

R-42

R-41.5

R-41

R-42

R-43 R -4

R- .5

R-42.75

R-42.5

R-42.25

R-41.5

STATE PLANE COORDINATES (NAD83(90) FLHP- WF)

FROM NORTH

* AZIMUTHS ARE IN DEGREES AND MEASURED CLOCKWISE

MATCHLINE SHEET G-06 STA. 40+700

-S

C L

K -G

I0 c o n tr o l.

d g n

G E

N E

R A

C O

N T

R O

L D

A T

A B

E A

C H

G-07200' 400'0

G U L F O F M E X I C O

S A R A S O T A C O U N T Y

L I D O K E Y

EROSION CONTROL LINE (ECL)

CONSTRUCTION BASE LINE (CBL)

Y= 1077000

Y= 1078000

Y= 1079000

Y= 1080000

Y= 1079000

0Y= 1078000

PASS

BIG

SARASOTA

PLAN - CONTROL DATA

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 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\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

8.0

7.9

7.8

7.7

7.5

7.4

7.4 7.3

7.2

7.1

7.0

6.9 6.9

6.9

6.8

6.7

6.6

6.5

6.4

6.2

6.2 6.1

6.0

5.9

5.8

5.7

5.5

5.4

5.3

5.2

5.1

5.0

4.8

4.7 4.6

4.5

4.4

4.3

4.2

4.1

4.0

3.9

3.9 3.9

3.8

3.6

3.6 3.5

3.4

3.2

3.2 3.2

3.2

3.2 3.2

3.1

3.0

2.9

2.8

2.7 2.6

2.5

2.4

2.3

2.0

1.9

1.8

1.6 1.5

1.5

1.4

1.3

1.2

1.2 1.1

1.1

1.0

0.9

0.90.7

0.7 0.6

0.4

0.3

+0.8

+1.4

+1.6

+1.7

+1.8

+2.0

+2.1

+2.2

+2.3 +2.3

+2.3

+2.3 +2.3

+2.4

+2.4 +2.4

+2.4

+2.5

+2.6

+2.7

+2.8

+2.9

+2.9 +2.9

+2.9

+3.0

+3.1

+3.2

+3.2 +3.2

+3.3

+3.4

+3.5

+3.6

+3.6 +3.6

+3.7

+3.7 +3.8

+3.8

+3.9

+4.0

+4.1

+4.2

+4.2 +4.2

+4.2

+4.3

+4.3 +4.4

+4.4

+4.5

+4.6

+4.7

+4.8

+4.9

+5.0

+5.1

+5.2

+5.3

+5.4

+5.5

+5.6

+5.7

+5.8

+5.9

+6.0

+6.3

+6.3 +6.4

+6.5

+6.7

+6.7 +6.7

+6.7

+6.8

+7.0

+7.3 +7.4

+7.9

+8.0

+8.4

+8.7

-P I S

T A .6

-P I S

T A .7

R-34 R-35

T-36

R-35.5

R-34.5

C -0

C-

C -0

M E X I C O

O F

G U L F

C O U N T Y

S A R A S O T A

BAY

SARASOTA

KEY

SIESTA

O K

E Y

P A S S

A R

A S

O T A

KEY PLAN

N.T.S.

100' 200'0 C-01

S T

A T

O S

T A

-S

C L

K -C

B p la n .d g n

M A

T C

H L

E S

H E

E T C

-0 S

T A

B E

A C

H F

L P

L A

G U L F O F M E X I C O

X = 467000

X = 466500

X = 468000

X = 467500

X = 465500

X = 467500

L I D O K E Y

S A R A S O T A C O U N T Y o n

S T

BENJAMIN FRANKLIN DRIVE

CONSTRUCTION BASELINE

EROSION CONTROL LINE

NEW PASS

EL. +4.0'

FLAT BERM CREST

SEAWARD LIMIT OF

EL. VARIES

APPROXIMATE TOE OF FILL

EL. +2.0'

SLOPED BERM CREST

SEAWARD LIMIT OF

PLAN - BEACH FILL

S T

900' TAPER

LOCATED 15' SEAWARD OF CBL

SEAWARD EDGE OF FLAT BERM

1 ON 10

SEAWARD SLOPE

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 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\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.5

14.3

14.1

14.0

13.9

13.7

13.6

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7 12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.6

11.5

11.3 11.2

11.0

10.9

10.8

10.5

10.2

10.1

10.0

9.9

9.7

9.4 9.2

9.2

9.1

9.0

8.9

8.7

8.6

8.5

8.4

8.3

8.1

8.0

7.8

7.5

7.3 6.9

6.4

6.3

6.2

6.0

5.8

5.5

5.3

4.9

4.8

4.6

4.6 4.1

4.0

4.0 3.6

3.3

3.3 2.8

2.7

2.6

2.2

2.1

2.0

1.9

1.7

1.4

+0.1

+0.4

+0.7

+2.0

+2.4

+2.8

+3.0

+3.7

+3.9

+4.1

+4.3

+4.4

+4.5

+4.7

+4.8

+5.0

+5.1

+5.2

+5.3

+5.6

+5.7

+6.1

+6.4

+6.8

+7.0

+7.1

+7.2

+7.3

+7.5

+7.7

+7.9 +8.0

+8.2

+9.2 +9.3

1989-5

R-37 R-38

R-39

R-38.5

R-37.5

R-36.5

C -0

C-

C -0

M E X I C O

O F

G U L F

C O U N T Y

S A R A S O T A

BAY

SARASOTA

KEY

SIESTA

O K

E Y

P A S S

A R

A S

O T A

KEY PLAN

N.T.S.

S T

A T

C-02

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

-S

C L

K -C

B p la n .d g n

B E

A C

H F

L P

L A

G U L F O F M E X I C O

X = 467000

X = 467500

X = 468000

X = 468500

Y 0 X

= 469000

Y 0 X

= 469500

Y 0 X

= 470000

X = 470000

X = 469500

L I D O K E Y

S A R A S O T A C O U N T Y o n

BENJAMIN FRANKLIN DRIVE

CONSTRUCTION BASELINE

EROSION CONTROL LINE

EL. +4.0'

FLAT BERM CREST

SEAWARD LIMIT OF

EL. +2.0'

SLOPED BERM CREST

SEAWARD LIMIT OF

EL. VARIES

APPROXIMATE TOE OF FILL

100' 200'0

PLAN - BEACH FILL

LIDO BEACH PAVILION

NORTH STAGING & ACCESS AREA

SEE NOTE 1

EXISTING STRUCTURE

SEE NOTE 1

EXISTING STRUCTURE

NOTES:

o n

S L

O P

E D B

E R

M C

R E

S T

T H

TRANSITIONSEAWARD EDGE OF FLAT BERM LOCATED AT CBL

OPERATIONS WILL NOT DAMAGE EXISTING STRUCTURE.

TO FIELD LOCATE, AS NEEDED, TO ENSURE

AS DESIGNED ON/OVER STRUCTURE. CONTRACTOR

1. STRUCTURE TO REMAIN. BEACH FILL TO BE PLACED

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 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

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E N

A M

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A W

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C K

S O

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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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

14.7

14.4

14.3

14.3 14.3 14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.5 13.5

13.4

13.2

13.2 13.1

13.0

12.8

12.7

12.6

12.4

12.1 12.0

12.0

11.8 11.6

11.6

11.2

11.1

10.6

10.5

10.0

9.4

9.3

8.8

8.7

8.4

8.2

7.6

7.4

6.7

6.3

5.8

5.2

4.9

4.7

4.5

4.3

4.1

3.9

3.7

3.6

3.5

3.4

3.43.3

3.3

3.3 3.0

2.7 1.9

1.5

+0.2

+1.1

+2.2

+2.9

+4.2

+6.1

+6.2

+6.7 +6.7

+6.8

+7.1 +7.3

+7.8

2191-2

R-40 R-41

R-41.5

R-40.5R-39.5

C -0

C-

C -0

M E X I C O

O F

G U L F

C O U N T Y

S A R A S O T A

BAY

SARASOTA

KEY

SIESTA

O K

E Y

P A S S

A R

A S

O T A

KEY PLAN

N.T.S.

S T

A T

O S

T A

C-03

B E

A C

H F

L P

L A

-S

C L

K -C

B p la n .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

G U L F O F M E X I C O

L I D O K E Y

X= 468500

X= 469000

X= 469500

X= 470000

0 X= 470500

0 X= 471000

X= 471000

X= 470500

S A R A S O T A C O U N T Y o n

CONSTRUCTION BASELINE

EROSION CONTROL LINE

BENJAMIN FRANKLIN DRIVE

EL. +4.0'

FLAT BERM CREST

SEAWARD LIMIT OF

S L

O P

E D B

E R

M C

R E

S T

EL. VARIES

APPROXIMATE TOE OF FILL

EL. +2.0'

SLOPED BERM CREST

SEAWARD LIMIT OF

100' 200'0

PLAN - BEACH FILL

14.2

14.3 14.3 14.3

14.0

14.1

13.8 13.9

SEE NOTE 1

EXISITNG STRUCTURE

NOTE:

OPERATIONS WILL NOT DAMAGE EXISTING STRUCTURE.

TO FIELD LOCATE, AS NEEDED, TO ENSURE

AS DESIGNED ON/OVER STRUCTURE. CONTRACTOR

1. STRUCTURE TO REMAIN. BEACH FILL TO BE PLACED

14.4 14.4 o n

LOCATED 35 FEET SEAWARD OF CBL

SEAWARD EDGE OF FLAT BERM

TRANSITION LOCATED 35 FEET SEAWARD OF CBL

SEAWARD EDGE OF FLAT BERM

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 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

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P S O

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C K

S O

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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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

14.2

14.1

14.0

13.9

13.8

13.7

13.6 13.6

13.3

13.2

13.1

12.9 12.7

12.6

12.1 12.0

11.6

11.2

10.9

10.5

10.0

9.8

9.6

9.1

8.8

8.4

8.1

7.7

7.2 7.0

6.9

6.5

6.4

6.2

6.1

5.9

5.8

5.7

5.5

5.4

5.3

5.3 5.2

5.2

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.3

4.3 4.3

4.2

4.0

3.9 3.8

3.8

3.7

3.7 3.7

3.6

3.5

3.4

3.3

3.2

3.1

3.0

2.8

2.7

2.1

2.0

1.6

0.6

+0.3

+1.6

+1.9

+2.0

+2.1

+2.2

+2.5

+2.6

+2.7

+2.8

+2.9

+3.1

+3.3

+3.4

+3.5

+3.7

+3.7 +4.0 +4.1

+4.2

+4.6

+4.7

+5.0 +5.1

+5.1 +5.2

+5.9

+6.2

+6.8

+11.4 +14.3 +14.7

20 FEET WIDE

NO MORE THAN

115'

ACCESS

-P I S

T A .8

-P I S

T A .7

-P I S T

A .8

0 4

0 4 0 4 0 4

C -0

C-

C -0

M E X I C O

O F

G U L F

C O U N T Y

S A R A S O T A

BAY

SARASOTA

KEY

SIESTA

O K

E Y

P A S S

A R

A S

O T A

KEY PLAN

N.T.S.

R-42

R-43

R -4

R- .5

R-42.75

R-42.5

R-42.25

C-04

S T

A T

O S

T A

B E

A C

H F

L P

L A

-S

C L

K -C

B p la n .d g n

M A

T C

H L

E S

H E

E T C

-0 S

T A

OFW BOUNDARY

SARASOTA BAY

X= 471000

Y 0 X= 471500

X= 472000

X= 472500

X= 470500

L I D O K E Y

S A R A S O T A C O U N T Y

X= 472000

Y o n

CONSTRUCTION BASELINE

EROSION CONTROL LINE

G U L F O F M E X I C O

BENJAMIN F

RANKLIN D

RIVE

B I G

R A S O

S S

EL. +2.0'

SLOPED BERM CREST

SEAWARD LIMIT OF

EL. +4.0'

FLAT BERM CREST

SEAWARD LIMIT OF

100' 200'0

PLAN - BEACH FILL

TO BE FIELD DETERMINED

LANDWARD LIMIT OF BEACH FILL

(SEE SHEET C-18)

@ CBL STA 42+442

GROIN 1

(SEE SHEET C-20)

@ CBL STA. 43+022

GROIN 2

EL. VARIES

TOE OF FILL

APPROXIMATE

BE NORTH OF P8

PIPELINE LANDING SHALL

PRIOR TO 25 NOV 2019,

o n

P E

D B

E R

M C

R E

S T

T H

4.6

3.4

4.4

4.5

4.4 4.6

4.8

5.0

5.2

2.8 3.1 3.8 4.5 5.0

35 FEET SEAWARD OF CBL

BERM LOCATED

SEAWARD EDGE OF FLAT

TRANSITION

LOCATED 50 FEET SEAWARD OF CBL

SEAWARD EDGE OF FLAT BERM

S T

TAPER

SLOPED

BERM

E N

D F

L A

T S

T A

TRANSITION

PARK

TED STERLING

S T

.62

ET S

EAWARD

OF C

BERM

LOCATE

SEAWARD

EDGE O

F F

LAT

TED SPERLING PARK

SOUTH STAGING AND ACCESS AREA

SEE NOTE 1

WITHIN THIS AREA

FOR RESTORATION OF DUNES AND MANGROVES

1. REFER TO SPECIFICATION SECTION 01 57 20 3.1.7

NOTES:

SOUTHERN STAGING AND ACCESS AREA

B. FOR MORE DETAILS REGARDING THE

PARAGRAPH 1.5.1.1 LOCATIONS SUBSECTION

1. REFER TO SPECIFICATION SECTION 01 50 02

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 4 5 6 7 8 9 10

SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

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C K

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A N M

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C O B

L V

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L E F

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L Y

J L

A G

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M A

G E R

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U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

BEACH FILL TYPICAL PROFILE PERPENDICULAR TO CBL

VERTICALHORZONTAL

50' 100'0 5' 10'0

EL. +4.0

EL. +2.0

SLOPED BERM CREST

WIDTH VARIES

FLAT BERM CREST

MHW (EL. +0.24')

MLW (EL. 1.15')

H T

O L E

R A

N C

E C

C B

OFFSHORE DISTANCE IN FEET

EXISTING GRADE AT EL. +4.0'

LANDWARD LIMIT OF FILL TO MATCH

SEE NOTE 3

0 100-100-200-300-400-500-600-700-800-900-1000

+20

+10

+20

+10

(JULY 2019)

EXISTING GRADE

S T A . 3

S E

E N

O T

120'

35'

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

15'

65'

S T A 9+

S T A . 3

T A . 4

S T A . 4

-S

C L

K -C

B c ro s s e c ti o n .d g n

C-05

B E

A C

H F

L T

Y P

A L P

R O

LANDWARDSEAWARD

NO LOWER TOLERANCE

NOTES:

SHOWN ON DRAWING FOR CLARITY PURPOSES.

4. +0.5 FOOT TOLERANCE APPLIED TO EACH TEMPLATE. NOT

COORDINATION WTIH THE CONTRACTING OFFICER.

LIMIT OF FILL IS TO BE DETERMINED IN THE FIELD, IN

OF THE SEAWARD MOST DUNE VEGETATION. THE LANDWARD

3. SOUTH OF STATION 43+000 SOME LOW AREAS EXIST LANDWARD

EXISTING VEGETATION OR STRUCTURE.

CONTRACTOR SHALL CONSTRUCT A 1V:3H SLOPE TO MEET THE

GROIN NEAR STA. 38+380). IF EITHER CONDITIONS EXISTS, THE

AREA SHALL NOT BE COVERED BY FILL (EXCEPT FOR EXISTING

AN EXISTING STRUCTURE WITHIN THE CONTRACTORS WORK

EXISTING VEGETATION GREATER THAN 25 SQUARE FEET (SF) OR 2.

AZIMUTHS VARY.

THEREFORE, SLOPES AND BERM WIDTHS ALONG THESE

MONUMENTS, WHICH ARE NOT PERPENDICULAR TO THE CBL;

ON THE FOLLOWING SHEETS ARE ALONG FDEP RANGE

TYPICAL SECTION PERPENDICULAR TO THE CBL. PROFILES1.

-S

C L

K -C

B c ro s s e c ti o n .d g n

B E

A C

H F

L P

R O

C-06

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 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

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S I

J A

C K

S O

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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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-35

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-35.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT T-36

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-36.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-37

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-37.5

E C

C B

E C

C B

E C

C B

E C

C B

EXISTING GRADE

BEACH FILL

LIMIT OF FILL

NORTHERN

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

ON SHEET C-05

SEE NOTE 1

C-01

C-02

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

EL. +4.0

EL. +2.0

MHW (EL. +0.24')

MLW (EL. 1.15')

CREST

BERM

SLOPED

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENTOFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

SEE NOTE 1

NOTES:

AT TIME OF CONSTRUCTION, FILL TO TEMPLATE.

1. CURRENT CONDITION, NO FILL; IF FILL IS NEEDED

+0.5 FOOT TOLERANCE

120' VARIES

CREST

FLAT BERM

-S

C L

K -C

B c ro s s e c ti o n .d g n

B E

A C

H F

L P

R O

C-07

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 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

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E E

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A M

D R

A W

G D

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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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-38

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-38.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-39

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-39.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-40

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-40.5

C B

E C

L E

C L

C B

L C

B L

E C

C B

L C

B L

C B

EL. +4.0

EL. +2.0

EXISTING GRADE

BEACH FILL

MHW (EL. +0.24')

MLW (EL. 1.15')

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

C-02

C-03

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

FLAT BERM CREST

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENTOFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENTOFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

+0.5 FOOT TOLERANCE

E C

VARIES35'120'

-S

C L

K -C

B c ro s s e c ti o n .d g n

B E

A C

H F

L P

R O

C-08

A T

N N

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N E

D B

D E

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M A

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S U

B M

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D B

D A

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C O

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C H

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K E

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U E D

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2 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\05 Civil\C-08

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C T

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U R

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T O

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S A

R A

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T A C

O U

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Y F

L O

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R O

C H

E G

R O

U P -1

-J -0

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-41

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-41.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-42

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-42.25

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-42.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-42.75

E C

C B

E C

10MHW (+0.24' EL.)

MLW (1.15' EL.)

E C

C B

L C

B L

C B

EL. +4.0

EL. +2.0

E C

L C

B L

C B

EXISTING GRADE

BEACH FILL

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

C-03

C-04

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

EXISTING GRADE

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENTOFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

+0.5 FOOT TOLERANCE

VAIRES65'120'

-S

C L

K -C

B c ro s s e c ti o n .d g n

B E

A C

H F

L P

R O

C-09

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

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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 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

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\05 Civil\C-09

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A N M

A R

C O B

L V

J A

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S O

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L E F

R E

L Y

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-43

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-43.5

PROFILE - BEACH FILL ALONG FDEP AZIMUTH AT R-44

E C

C B

EL. +4.0

EL. +2.0

E C

C B

EXISTING GRADE

BEACH FILL

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

HORIZONTALVERTICAL

10' 20'0

100' 200'0

ON SHEET C-05

SEE NOTE 1

LIMIT OF FILL

SOUTHERN

C-04

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

E L E

V A

N I

N F

E E

A V

0 100 100 200 300 400 500 600 700 800 900 1000

FLAT BERM

CREST

+10

+20

+10

+20

+10

+20

+10

+20

+10

+20

+10

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

E L E

V A

N I

N F

E E

A V

MHW (+0.24' EL.)

MLW (1.15' EL.)

OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT

+0.5 FOOT TOLERANCE

VARIES65'120'

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

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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 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

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

VB-LK14-14

VB-LK14-13

VB-LK14-12

VB-LK14-11

VB-LK14-10

VB-LK14-8

VB-BSP-12-10

VB-LK14-32

VB-BSP-12-14

VB-BSP-12-3

VB-BSP-12-6

VB-BSP-12-1

VB-LK14-2

VB-LK14-1

VB-LK14-31

VB-LK14-3

VB-BSP-12-9

VB-LK14-6

VB-BSP-12-5

VB-LK14-29

VB-LK14-5

VB-LK14-7

S I E S T A K E Y

S A R A S O T A

B A Y I S L E

B I

P A S S

B O

R R

O W A

R E

A S O

V E

R V

1000' 2000'0 C-10

L I D O K E Y

G U L F O F M E X I C O

S A R A S O T A C O U N T Y

Y= 1065000

Y= 1070000

Y= 1075000

Y= 1080000

Y= 1065000

Y= 1070000

Y= 1075000

Y= 1080000

SARASOTA BAY ESTUARY

OUTSTANDING FLORIDA WATERS

S A R A S O T A B AY

R O B E R T S B

-S

C L

K -C

B o v e rv ie w b o rr o w .d g n

BORING (Y) NORTHING(X) EASTING BORROW AREA

CORE BORING LOCATIONS

NO DREDGING

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

PLAN - BORROW AREAS OVERVIEW

(BOUNDARY PROVIDED BY FDEP)

SARASOTA BAY ESTUARY

OFW BOUNDARY

DREDGING ORDER OF WORK*

BORROW AREA C

BORROW AREA D2

BORROW AREA D1

BORROW AREA D2

BORROW AREA D1

BORROW AREA C

BORROW AREA D2

BORROW AREA D1

BORROW AREA C

BORROW AREA

(CUBIC YARDS)

AVAILABLE VOLUMES*

112,000

331,000

934,000

82,000

216,000

801,000

(-12.5 FEET NAVD88)

TARGET DEPTH

(-13.5 FEET NAVD88)

MAX DEPTH

(SEP-NOV 2018) WAS UTILIZED FOR VOLUME CALCULATIONS.

WAS UNABLE TO BE COLLECTED. FOR THESE AREAS, SURVEY 18-028

SURVEY. FOR SMALL AREAS IN BORROW AREA C BATHYMETRIC DATA

*VOLUMES LISTED ARE CALCULATED ACCORDING TO THE JULY 2019

PROCEED TO THE SUBSEQUENT BORROW AREA.

PERMISSION FROM THE CONTRACTING OFFICER TO

TO THE TARGET DEPTH PRIOR TO REQUESTING

*THE CONTRACT SHALL EXHAUST THE BORROW AREA

VB-LK14-32 470,100 1,073,506 C

VB-LK14-31 469,213 1,073,852 D

VB-LK14-29 469,919 1,076,185 D

VB-LK14-14 474,529 1,081,094 C

VB-LK14-13 473,803 1,080,425 C

VB-LK14-12 473,453 1,079,482 C

VB-LK14-11 473,213 1,078,521 C

VB-LK14-10 472,849 1,077,410 C

VB-LK14-8 471,150 1,074,258 C

VB-LK14-7 470,215 1,077,741 D

VB-LK14-6 470,344 1,075,238 D

VB-LK14-5 470,712 1,076,822 D

VB-LK14-3 470,059 1,074,342 D

VB-LK14-2 468,857 1,072,891 C

VB-LK14-1 468,065 1,072,266 C

VB-BSP-12-14 469,687 1,072,971 C

VB-BSP-12-10 470,692 1,073,971 C

VB-BSP-12-9 469,692 1,074,966 D

VB-BSP-12-6 471,692 1,074,968 C

VB-BSP-12-5 470,695 1,075,969 D

VB-BSP-12-3 472,693 1,075,967 C

VB-BSP-12-1 473,153 1,077,510 C

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 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

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\080 - Plans\05 Civil\C-11

S I

J A

C K

S O

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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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

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S A

R A

S O

T A C

O U

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Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

C-12

C-13

KEY PLAN

N.T.S.

M E X I C O

O F

G U L F

KEY

SIESTA

C O U N T Y

S A R A S O T AL

O K

E Y

BAY

ROBERTS

21C

14C

13C

22C

12C

23C

11C

24C

C-14

-S

C L

K -C

B p la n .d g n

C-11

Y= 1072000

Y= 1074000

Y= 1076000

Y= 1078000 X

300'

S I E S T A

K E Y

G U L F O F M E X I C O

B I G

S A R A S O T A

P A S S

B O R R O W A R E A C

APPROXIMATE SHORELINE

B O

R R

O W A

R E

A C P

L A

SARASOTA BAY ESTUARY

OFW BOUNDARY

(SEE NOTE 1)

AVOIDANCE AREA

VB-LK14-1

VB-LK14-2

VB-BSP-12-14

VB-LK14-32

VB-LK14-31

VB-LK14-3

VB-BSP-12-10

VB-BSP-12-9

VB-LK14-6

VB-LK14-29

VB-BSP-12-5

VB-LK14-5

VB-BSP-12-3

VB-LK14-8

VB-BSP-12-6

(SEE SHEET C-13)

BORROW AREA D

13.5'

NOTES:

PLAN - BORROW AREA C

300' 600'0

(NAD83(90) FLHP-WF)

STATE PLANE COORDINATES

AVOIDANCE POINT (SEE NOTE 1)

(X) EASTING

469,612

(Y) NORTHING

1,072,699

POINT (Y) NORTHING(X) EASTING

BORROW C CONTROL POINTS

14C

13C

12C

11C

472,346.07

471,912.94

471,014.65

467,548.52

1,075,870.98

1,075,112.51

1,074,404.11

1,072,274.00

1,071,830.97

1,073,980.97

1,074,819.23

1,075,700.41

467,820.78

471,319.27

472,263.66

472,766.87

24C

23C

22C

21C

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

(NAD83(90) FLHP-WF)

STATE PLANE COORDINATES

AVOIDANCE POINT (SEE NOTE 1)

(X) EASTING

469,612

(Y) NORTHING

1,072,699

POINT (Y) NORTHING(X) EASTING

BORROW C CONTROL POINTS

14C

13C

12C

11C

472,346.07

471,912.94

471,014.65

467,548.52

1,075,870.98

1,075,112.51

1,074,404.11

1,072,274.00

1,071,830.97

1,073,980.97

1,074,819.23

1,075,700.41

467,820.78

471,319.27

472,263.66

472,766.87

24C

23C

22C

21C

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

MAXIMUM EXCAVATION DEPTH

DEFINITIONS.

NOTE 2 ON SHEET C-15 FOR DREDGING DEPTH

2. MAXIMUM EXCAVATION DEPTHS ARE SHOWN. SEE

SPUDDING WITHIN 300' RADIUS OF ID POINT.

1. AVOIDANCE AREAS - NO DREDGING, ANCHORING, OR

M A T C

H L

E S

H E E T C -1

20'

F a t e r lin e a s e m e n t

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 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\Sarasota Co--113092\Lido Key-116680\Lido Key (FY19)\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

J L

A G

R O

M A

G E R

E D

U C

N P

R O J E

C T

O K

E Y H

U R

A N

E A

N D S

T O

R M

S A

R A

S O

T A C

O U

N T

Y F

L O

A M

E H T

R O

C H

E G

R O

U P -1

-J -0

C-12

C-13

KEY PLAN

N.T.S.

M E X I C O

O F

G U L F

KEY

SIESTA

C O U N T Y

S A R A S O T AL

O K

E Y

BAY

ROBERTS

POINT (Y) NORTHING(X) EASTING

BORROW C CONTROL POINTS

15C

16C

17C

18C

19C

20C

1,080,127.37

1,080,463.96

1,081,206.31

1,081,562.91

1,080,770.08

1,080,305.10

473,903.65

474,110.50

475,074.93

474,800.45

473,770.44

473,484.69

20C

19C

18C

17C

16C

15C

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

AVO

IDANCE AREA (SEE NO

TE 1)

16" W

ATER M

AIN

20" W

ATER M

AIN

ELECTRICAL CABLE

AVO

IDANCE AREA (SEE NO

TE 1)

C-14

-S

C L

K -C

B p la n .d g n

C-12

Y= 1074000

Y= 1076000

Y= 1080000

Y= 1082000

G U L F O F M E X I C O

L I D O K E Y

S A R A S O T AB A Y

S I E S

APPROXIMATE SHORELINE

M A T C

H L

E S

H E E T C -1

B I

S A R A S O T A

P A S S

SARASOTA BAY ESTUARY

OFW BOUNDARY

APPROXIMATE SHORELINE

B O

R R

O W A

R E

A C P

L A

VB-LK14-10

VB-BSP-12-1

VB-LK14-11

VB-LK14-12

VB-LK14-13

VB-LK14-14

VB-LK14-7

13.5'

POINT (Y) NORTHING(X) EASTING

DREDGE AREA LIMITS

A 472,902.01 1,078,036.00

473,337.87 1,077,924.08

B O R R O W A R E A C

NO DREDGING

F D

R E D

G A

R E A

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

PLAN - BORROW AREA C

300' 600'0

NOTES:

Y=1078303

X=474331

Y=1078102

X=474371

Y=1078357

X=472545

Y=1078157

X=472538

PERMIT NO. SAJ-2008-02987

AS DISPLAYED IN

SUBMERGED LAND EASEMENT

MAXIMUM EXCAVATION DEPTH

DEFINITIONS.

NOTE 2 ON SHEET C-15 FOR DREDGING DEPTH

2. MAXIMUM EXCAVATION DEPTHS ARE SHOWN. SEE

SPUDDING WITHIN SUBMERGED LAND EASMENT.

1. AVOIDANCE AREAS - NO DREDGING, ANCHORING, OR

ELECTRICAL CABLE

20" W

ATER M

AIN

16" W

ATER M

AIN

-S

C L

K -C

B p la n .d g n

C-13

Y= 1072000

Y= 1074000

Y= 1076000

Y= 1078000

Y= 1080000

S I E S

B I G

S A R

A S

O T

P A S S

L I D O K E Y

G U L F O F M E X I C O

SARASOTA BAY ESTUARY

OFW BOUNDARY

APPROXIMATE SHORELINE

B O

R R

O W A

R E

A D P

L A

(SEE NOTE 1)

AVOIDANCE AREA

VB-LK14-1

VB-LK14-2

VB-BSP-12-14

VB-LK14-32

VB-LK14-31

VB-BSP-12-10

VB-LK14-8

VB-LK14-3

VB-BSP-12-6

VB-BSP-12-9

VB-LK14-6

VB-BSP-12-5

VB-LK14-29

VB-LK14-5

VB-LK14-7

VB-BSP-12-3

VB-LK14-10

VB-BSP-12-1

VB-LK14-11

13.5'

APPROXIMATE SHORELINE

(SEE SHEET C-11 & C-12)

BORROW AREA C

NOTES:

PLAN - BORROW AREA D

300' 600'0

(NAD83(90) FLHP-WF)

STATE PLANE COORDINATES

AVOIDANCE POINT (SEE NOTE 1)

(X) EASTING

469,612

(Y) NORTHING

1,072,699

(NAD83(90) FLHP-WF)

STATE PLANE COORDINATES

AVOIDANCE POINT (SEE NOTE 1)

(X) EASTING

469,612

(Y) NORTHING

1,072,699

B O R R O W A R E A D 1

B O R R O W A R E A D 2

B O R R O W A R E A D

MAXIMUM EXCAVATION DEPTH

DEPTH DEFINITIONS.

SEE NOTE 2 ON SHEET C-15 FOR DREDGING

2. MAXIMUM EXCAVATION DEPTHS ARE SHOWN.

SPUDDING WITHIN 300' RADIUS OF ID POINT.

1. AVOIDANCE AREAS - NO DREDGING, ANCHORING, OR

POINTS 36D TO 46D

LOCATED FROM CONTROL

DIVIDING LINE OF D1 AND D2,

Y=1,076,745.2 X=469,836.1

45D

C-12

C-11

C-13

KEY PLAN

N.T.S.

M E X I C O

O F

G U L F

KEY

SIESTA

C O U N T Y

S A R A S O T AL

O K

E Y

BAY

ROBERTS

26D27D

28D

29D

30D

31D

32D

33D

34D

35D

36D

37D

38D

39D

40D

41D

42D

43D

44D

45D

46D

47D

48D

49D

50D

51D

POINT (Y) NORTHING(X) EASTING

BORROW D CONTROL POINTS

51D

50D

49D

48D

47D

46D

45D

44D

43D

42D

41D

40D

39D

38D

37D

36D

35D

34D

33D

32D

31D

30D

29D

28D

27D

26D

470,335.41

470,410.72

470,567.53

470,678.77

470,570.96

470,667.00

470,712.44

470,757.75

470,829.15

470,761.79

470,691.71

470,178.49

470,095.15

470,073.17

469,866.97

469,789.65

469,538.77

469,646.81

469,534.96

469,457.71

469,253.54

469,204.68

468,888.05

468,843.30

468,848.95

470,476.97

1,074,409.03

1,074,460.84

1,074,511.02

1,074,711.94

1,075,242.55

1,075,627.73

1,076,371.78

1,076,419.41

1,076,909.31

1,077,283.15

1,077,460.95

1,077,700.22

1,077,681.40

1,077,399.41

1,077,239.03

1,076,001.54

1,075,765.69

1,075,109.30

1,074,988.66

1,074,347.49

1,074,189.15

1,073,805.24

1,073,497.07

1,073,256.94

1,073,073.18

1,074,073.68

STATE PLANE COORDINATES (NAD83(90) FLHP-WF)

C-15

VB-LK14-11

VB-LK14-10

VB-LK14-8

VB-BSP-12-10

VB-LK14-32

VB-BSP-12-14

VB-BSP-12-3

VB-BSP-12-6

VB-BSP-12-1

VB-LK14-2VB-LK14-1

VB-LK14-31

VB-LK14-3

VB-BSP-12-9

VB-LK14-6

VB-BSP-12-5

VB-LK14-29

VB-LK14-5

VB-LK14-7

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 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

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

File details come from the government source that posted it. Updated Dec 17, 2019.