Gasparilla_Plans_20190201.pdf

PDF 8 MB Posted Feb 22, 2019

Attached to: Flood Control and Coastal Emergency, Shore Protection Project, Beach Renourishment, Gasparilla Island, Lee County, Florida
Solicitation number: W912EP19B0010
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19B0010 Plans

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File	Type	Posted
19B0010_Abstract.pdf	PDF	Mar 29, 2019
W912EP19B0010_Amend_0007.pdf	PDF	Mar 21, 2019
W912EP19B0010_Amend_0006.pdf	PDF	Mar 19, 2019
W912EP19B0010_Amend_0005.pdf	PDF	Mar 14, 2019
W912EP19B0010_Amend_0004.pdf	PDF	Mar 13, 2019
19-079_DTM.xyz	XYZ file	Mar 13, 2019
Hardbottoms_Amendment0004.zip	ZIP file	Mar 13, 2019
19B0010_Site_Visit_Attendees.pdf	PDF	Mar 7, 2019
W912EP19B0010_Amend_0003.pdf	PDF	Mar 5, 2019
W912EP19B0010_Amend_0002.pdf	PDF	Mar 1, 2019
W912EP19B0010_Amend_0001.pdf	PDF	Feb 28, 2019
18-256_LEE_CO_BORROW_AREA_28_DEC_18_SB-44_NAVD88-N.xyz	XYZ file	Feb 22, 2019
19B0010Volume2Specs.pdf	PDF	Feb 22, 2019
19B0010Volume1Specs.pdf	PDF	Feb 22, 2019
18-200_DTM_USACE.xyz	XYZ file	Feb 22, 2019
Gasparilla_GDR_-_Final.pdf	PDF	Feb 22, 2019

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Y of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

C-10

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

G-05

SHEET TITLESHEET ID

L E E C O U N T Y

G-01

G E

N E

G E

N E

R A

-G

F C

C E -G

C O

V E

R A

N D S

H E

E T I

N D

E X

C-11

C-12

C-13

SHORE PROTECTION PROJECT

BEACH RENOURISHMENT

FLOOD CONTROL AND COASTAL EMERGENCY

GASPARILLA ISLAND, LEE COUNTY, FLORIDA

PAYMENT AND ACCEPTANCE PROFILES

BEACH PROFILES - R-10.5 TO R-13

BEACH PROFILES - R-13.5 TO R-16

BEACH PROFILES - R-16.5 TO R-19

C-14

BEACH PROFILES - R-19.5 TO R-22

BORROW AREA PLAN

BEACH PROFILES - R-25.5 TO R-26.5

BEACH PROFILES - R-22.5 TO R-25

C-16

C-15

CONTROL DATA - R-10 TO R-18

CONTROL DATA - R-18.5 TO R-24.5

BEACH FILL PLAN - STA. 0+00 TO STA. 37+00

BEACH FILL PLAN - STA. 37+00 TO STA. 62+00

BEACH FILL PLACEMENT PLAN - STA. 62+00 TO STA. 87+00

BEACH FILL PLAN - STA. 87+00 TO STA. 112+00

BEACH FILL PLAN - STA. 112+00 TO STA.137+00

BEACH FILL PLAN - STA. 137+00 TO STA. 162+00

BEACH FILL PLAN - STA. 162+00 TO STA. 180+00

TYPICAL BEACH PROFILE AND FILL

W912EP19B0010

FEBRUARY 2019

(NORTH REACH)

BEACH PLACEMENT AREA

(SOUTH REACH)

BEACH PLACEMENT AREA

G A S P A R I L L A I S L A N D

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

TOWN OF BOCA GRANDE

BOCA GRANDE PASS

C H A R L O T T E H A R B O R

G A S P A R I L L A S

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DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

INDENTITY SYMBOL KEYDISCIPLINE DESIGNATOR

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

ENVIROMENTAL RESOURCE MAPPING

BATHIMETRIC SOUNDINGS

TOPOGRAPHIC ELEVATIONS

V - SURVEY / MAPPING

G - GENERAL 1 on 20

FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

FILL SLOPE INDICATOR SYMBOL

WITH AZMITH BEARING

FDEP RANGE MONUMENT

VERTICAL

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SOVEREIGNTY SUBMERGED LANDS EASEMENT

SQUARE FEET

SAND BYPASS DREDGE AREA

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

IRON PIPE

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

EXISTING

ELEVATION

EROSION CONTROL LINE

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

VERT

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSLE

SBDA

RGE

RFI

N.T.S.

NOAA

NAVD88

MLW

MLLW

MHW

INV

HORZ

FDOT

FDEP

EOB

EXIST

ECL

DWG

CBL

BLVD

APPROX

P23

P24

GENERAL NOTES

WITH STATIONING

CONSTRUCTION BASELINE POINT

WITH STATIONING

EROSION CONTROL LINE / POINT

EROSION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL

RANGE LINE MONUMENT

TOE OF CONSTRUCTION SLOPE

EXIST STORMWATER OUTFALL

FILL SLOPE SYMBOL

WITH NOTATION

EXISTING CONTOUR LINE

(PLAN VIEW)

BEACH FILL AREA

STAGING AREA AND ACCESS

LOCATION FALLS OFF PAGE

LOCATION WITH NOTATION

CORE BORING (VIBRACORE)

EXISTING GRADE

BE CCAFS 27

(PROFILE VIEW)

BEACH FILL

SOUNDING / ELEV. 4.5 +4.8

AVOIDANCE AREA

R -6

4255-123

4255-124

(CBL)

CONSTRUCTION BASELINE POINT

(ECL)

EROSION CONTROL POINT

PROJECT LEGEND

REDUCED TO FIT

C-12

VIEWING PLANE

400'0 200'20' 40'0

200'0 100'

NNORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

REDUCED TO FIT

CROSS SECTION

TITLE

C-08

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

MAXIMUM DREDGING DEPTH

G-02

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VB-JH99-22

PROBABLE HARDBOTTOM

REFERENCE SYMBOL KEY

SURVEY NOTES

HYDROGRAPHIC SURVEYING SOFTWARE.

BY AN ODOM ECHOTRAC CV100, APPLANIX POS M/V SURFMASTER, AND HYPACK

GPS METHODS. HYDROGRAPHIC DATA WAS COLLECTED AND PROCESSED

9. TOPOGRAPHIC DATA WAS COLLECTED VIA REAL TIME KINEMATIC

12 81 A 15

AND VERTICAL POSITIONS:

WERE AS FOLLOWS, SEE TABULATION ON PLAN SHEETS FOR HORIZONTAL

8. THE PRIMARY CONTROL POINTS USED TO PERFORM THIS SURVEY

DATUM OF 1988 (NAVD88), U.S. SURVEY FEET.

7. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

SYSTEM, FLORIDA WEST ZONE, U.S. SURVEY FEET.

AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE

6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH

R-25, R-26, AND R-26A.

R-10, R-11, R-12, R-13, R-14, R-15, R-16, R-17, R-18, R-19, R-20, R-21, R-22, R-23, R-24, AS PART OF THIS PROJECT:

THE FOLLOWING 18 FL-DEP PUBLISHED BEACH PROFILE LINES WERE SURVEYED

SEAWARD OF THE PROFILE LINE ORIGIN ALONG THE PUBLISHED AZIMUTH.

THE MONUMENT, WHEN CONDITIONS ALLOWED, AND EXTENDED 3000 FEET

THE RANGE LINES WERE SURVEYED FROM 150 FEET LANDWARD OF

R-10 THROUGH R-26A OF THE LEE COUNTY MONITORING SYSTEM. IN GENERAL

5. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS

AND HYDROGRAPHIC SURVEY OF THE LEE COUNTY BEACH SPP PROJECT.

4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC

3. DATE OF FIELD SURVEY: 16 AND 17 AUGUST, 2018.

2. LOCATION: GASPARILLA ISLAND, LEE COUNTY, FLORIDA.

TOPOGRAPHIC AND HYDROGRAPHIC SURVEY.

1. PROJECT TITLE: LEE COUNTY SHORE PROTECTION PROJECT (SPP),

LLC (SEAS) OF BAKER FLORIDA.

PERFORMED FOR THE USACE BY SEASIDE ENGINEERING AND SURVEYING,

SURVEY NOTES 18-200 - LEE COUNTY BEACH

AND NOT TO BE USED FOR MEASUREMENTS.

6. 2014 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY

CONSTRUCTION BASELINE.

5. BERM WIDTHS ARE MEASERED 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, EAST ZONE (0901) AND ARE

3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

DATE OF AERIAL IMAGAGERY - 2014

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

20REQUIRED DREDGING DEPTH

BEACH

BORROW AREA

SURVEYING, 30 NOV 2013.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

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

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

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

SB-44 28 DEC 2018 BORROW SITE

VESSEL DATE OF SURVEY CUT

ARE SHOWN IN HIGH FREQUENCY.

DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL DEPTHS

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER

(NAVD88).

REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

6. DEPTHS DEPICTED BY THE SURVEY ARE IN FEET AND TENTHS AND ARE

REFERENCE BASE LOCATED AT "PC 102" (PID: BBCF70)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

TO VERIFY RTK TIDES PRIOR TO SURVEYING.

SURVEY MONUMENT "872 5577 E" (PID: DL7346) AND WAS USED

(RTK) GPS AND REFERENCED TO NAVD88. A TIDE STAFF WAS SET FROM

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 18-256.

LOCATOR

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Lee Co--113085\Gasparilla Island\Beach Renourishment FY18\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

BORROW AREA

LEE COUNTY

CHARLOTTE COUNTY

COSTA

CAYO

G E

N E

R A

2000' 4000'0 G-03

-G

F C

C E -G

I1 .d g n

REACH

SOUTH

REACH

NORTH

PLACED

NO FILL

C-04

C-05

C-06

C-07

C-03

C-02

C-01

R-26.5

C-16

P R

O J

E C

T L

P R

O J E

C T O

V E

R V

R-16.5

R-10

R-24

GASPARILLA SOUND-CHARLOTTE HARBOR AQUATIC PRESERVE

SHADED AREA DENOTES

B O

A N

D E P A S

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

C H A R L O T T E H A R B O R

I S L A N D

G A S P A R I L

L I A

T O W N O F B O C A G R A N D E

Y= 880000

Y= 870000

Y= 860000 X

Y= 870000

Y= 880000

Y= 890000

G A S P A R I L L I A S

O U N D

CAPE HAZE AQUATIC PRESERVE

PINE ISLAND SOUND AQUATIC PRESERVE

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D A

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C H

E C

K E

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U E D

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N D C

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A L E

M E

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C T

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265°

270°

265°

MONUMENT (X) EASTING (Y) NORTHING AZIMUTH *

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

RANGE MONUMENT CONTROL

R-18

R-17.5

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

FROM NORTH.

* ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE

874,397.56

874,929.58

875,461.59

875,966.61

876,471.62

877,022.67

877,573.72

878,071.59

878,569.46

879,079.27

879,589.08

880,090.03

880,590.97

881,181.47

881,771.96

882,532.02

883,292.07

570,350.12

570,289.32

570,228.53

570,221.44

570,214.35

570,057.26

569,900.18

569,886.33

569,872.49

569,856.88

569,841.27

569,818.97

569,796.67

569,706.37

569,616.07

569,583.43

569,550.79

R-10

R-10.5

R-11

R-11.5

R-15.5

R-16.5

R-17

R-17.5

R-18

R-16

R-15

R-14.5

R-14

R-13.5

R-13

R-12.5

R-12

FLORIDA WEST ZONE 0902 - U.S. SURVEY FEET

NAD83(90) - STATE PLANE COORDINATES

PT. (X) - EASTING (Y) - NORTHING CBL STA.

76+52.48

72+95.40

62+02.62

58+01.24

54+01.19

30+00.90

25+99.31

13+96.12

12+42.24

EROSION CONTROL LINE

P03

P04

P05

P06

P07

P09

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P23

P25

P27

P28

P29

P30

P31

P35

P34

P33

P37

P38

P39

P42

P41

P40

P43

P44

P45

P46

P47

P48

P49

1001 0+00884,275.29569,315.35

874,269.98

874,470.72

874,671.60

874,872.48

875,073.35

875,274.23

875,475.73

875,677.26

875,878.28

876,079.33

876,279.98

876,480.58

876,681.00

876,879.61

876,903.43

876,991.65

877,012.07

877,050.66

877,302.92

877,503.54

877,703.82

877,904.26

878,104.52

878,306.05

878,505.89

878,705.82

878,904.88

879,105.59

879,305.70

879,505.26

879,704.64

879,904.62

880,104.79

880,304.26

880,503.40

880,702.80

880,901.60

881,100.79

881,298.87

881,496.69

881,694.18

881,892.07

882,089.69

882,287.82

882,485.57

882,683.35

882,881.98

883,035.30

570,012.50

570,012.02

570,013.18

570,014.35

570,015.51

570,016.67

570,024.89

570,033.30

570,036.04

570,039.06

570,037.68

570,035.69

570,031.63

570,007.05

569,968.37

569,949.37

569,897.85

569,891.48

569,887.81

569,886.11

569,880.43

569,876.50

569,870.73

569,879.27

569,868.69

569,858.97

569,839.57

569,838.78

569,831.23

569,817.40

569,801.59

569,792.52

569,785.65

569,770.85

569,752.35

569,736.72

569,714.31

569,696.26

569,665.72

569,632.18

569,595.01

569,562.33

569,526.65

569,495.62

569,461.42

569,427.44

569,403.14

569,390.14

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00

80+00

85+00

90+00

95+00

100+00

P24

P26

P32

P36

PI STA. 0+00.00---

PI STA. 12+42.24---

PI STA. 13+96.11---

PI STA. 25+99.32---

PI STA. 30+00.90---

PI STA. 54+01.19---

PI STA. 58+01.24---

PI STA. 62+02.62---

PI STA. 72+95.40---

PI STA. 76+52.48---

P08

P10

P22

SURVEY 18-200 (CONTROL MARKS)

DESIGNATION PID NORTHING EASTING NAVD88

12 81 A 15

N/A

AG7797

881,160.36

881,214.93

876,893.10

570,323.42

569,659.58

570,253.33

5.16

5.82

6.49

HORIZONTAL AND VERTICAL CONTROL POINT

12 81 A 15

MATCHLINE SHEET G-05 STA. 103+00

G E

N E

R A

500' 1000'0 G-04

C O

N T

O R

L D

A T

Y=882000

Y=880000

Y=878000

Y=876000

R -1

O R -1

-G

F C

C E -G

I1 .d g n

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

APPROXIMATE SHORELINE

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

L E E C O U N T Y

G A S P A R I L L A I S L A N D Y=882000

Y=880000

Y=878000

Y=876000

FLORIDA WEST ZONE 0901 - U.S. SURVEY FEET

NAD83(90) - STATE PLANE COORDINATES

156+80.41

108+65.87

EROSION CONTROL LINE

P49

P50

P51

P53

P54

P55

P56

P57

P58

P59

P60

P61

P62

P63

P64

P65

P66

P67

P68

P69

P70

P71

P72

P73

P74

P75

P77

P78

P79

P80

P81

P82

P83

P84

P85

P86

P87

CBL STA.(Y) - NORTHING(X) - EASTINGPT.

570,518.52

570,421.13

570,332.01

570,262.34

570,092.57

569,925.22

569,927.34

570,015.01

570,013.86

570,022.22

570,047.19

570,071.63

570,078.83

570,076.42

570,071.05

570,067.16

570,064.89

570,059.51

570,054.15

570,049.48

570,045.04

570,044.42

570,043.81

570,043.20

570,042.59

570,041.97

570,039.34

570,035.64

570,031.93

570,028.23

570,025.94

570,025.04

570,024.14

570,023.24

570,022.34

570,021.33

570,019.13

570,016.92

570,014.71

866,621.72

866,691.56

867,040.33

867,266.43

867,431.62

867,596.75

867,724.02

867,931.69

868,045.93

868,247.44

868,450.42

868,653.35

868,854.77

869,055.33

869,255.64

869,456.07

869,656.65

869,856.96

870,057.27

870,257.63

870,458.02

870,658.75

870,859.48

871,060.21

871,260.94

871,461.67

871,662.21

871,862.67

872,063.12

872,263.58

872,464.15

872,664.85

872,865.55

873,066.25

873,266.95

873,467.63

873,668.22

873,868.81

874,069.40

570,847.02

570,564.78

569,946.70

570,043.99

866,705.49

866,909.71

867,676.89

868,113.67 162+20.80

166+68.28

176+53.47

180+01.84

MONUMENT (X) EASTING (Y) NORTHING AZIMUTH *

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90)

RANGE MONUMENT CONTROL

FROM NORTH.

* ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE

866,815.23

866,879.60

866,943.90

867,271.04

867,438.20

867,602.96

867,863.05

868,120.37

868,643.33

869,110.81

869,578.29

870,012.46

870,446.63

870,988.85

871,531.06

871,965.81

872,400.56

872,934.32

873,468.07

873,932.82

R-26A

R-26.5

R-26

R-25.5

R-25.25

R-25

R-24.75

R-24.5

R-24

R-23.5

R-23

R-22.5

R-22

R.21.5

R-21

R-20.5

R-20

R-19.5

R-19

R-18.5

571,200.40

570,916.30

570,632.22

570,278.95

570,167.09

570,012.05

570,068.80

570,079.70

570,239.05

570,249.66

570,260.27

570,410.89

570,561.51

570,447.62

570,333.73

570,394.23

570,454.73

570,337.73

570,220.74

570,285.43

186°

208°

230°

255°

263°

279°

275°

270°

265°

270°

265°

265° R-19

R-20

R-21

R-22

R-23

R-24

R-25

R -2

R-18.5

R-19.5

R-20.5

R-21.5

R-22.5

R-23.5

R-24.5

R-2 5.5

MATCHLINE SHEEET G-04 STA. 103+00

G E

N E

R A

500' 1000'0 G-05

C O

N T

R O

L D

A T

Y=872000

Y=870000

Y=868000

Y=866000

R -1

.5 T

O R -2

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

APPROXIMATE SHORELINE

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

L E E C O U N T Y

G A S P A R I L L A I S L A N D

Y= 872000

Y= 870000

Y= 868000

Y= 866000

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

/1 /2

E N

A M

D R

A W

G D

A T

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

105+00

110+00

115+00

120+00

125+00

130+00

135+00

140+00

145+00

150+00

155+00

160+00

165+00

P52

P76

P1002

P1003

P1005

P1004

PI STA. 108+65.86---

PI STA. 156+80.41---

PI STA. 162+20.80---

PI STA. 166+68.28---

PI STA. 176+53.47---

PI STA. 180+01.84-----

867,120.SC

867,323.31

570,760.SC

570,240.59

DL7346

BBCF70

872 5577 E

PC 102

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

VERTICAL CONTROL / TIDE CALIBRATION POINT

DESIGNATION PID NORTHING EASTING NAVD88

1.45

5.90

HORIZONTAL AND VERTICAL CONTROL POINT

SURVEY 18-256 (CONTROL MARKS)

R-10

R-10.5

R-11

R-11.5

KEY PLAN

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

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

/1 /2

E N

A M

D R

A W

G D

A T

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

+0.1

+1.9

+3.8

+5.2

+7.5

+8.7

2.2 2.5 2.7 2.7 3.1 3.8 4.7

6.0 6.7 7.9 8.3 8.9 9.3 9.7 10.0 9.8 8.0 6.2

5.7

6.0 6.4 6.7 7.1 7.7 8.0 8.6 9.1

9.6 10.0 10.3 10.7 11.3 12.9 13.6 13.4 12.7 12.1

12.2 12.4 12.6 13.0

13.1 13.4 13.6 13.9 14.1 14.1 14.3

14.6

14.7 14.9

15.1 15.2 15.4

15.6

15.7

15.9 16.0 16.2 16.3 16.3 16.5

16.7

16.8

0 2 0 2 0 3

-P I S

T A .2

-P I S

T A .1

-P I S

T A .3

-P I S

T A .9

X= 570000

X= 569500

X= 569000

X= 568500

100' 200'0

C-01

F R

O M S

T A T

O S

T A

TOE OF FILL

PROPOSED

CREST EL +2.8' NAVD88

SLOPED BERM

-L

C G

R -C -C

B .d g n

90' BERM

o n o n o n

HARD BOTTOMS

M A

T C

H L

E S

H E

E T

C -0

T A

B E

A C

H F

L P

L A

S T

EL. +3.8' NAVD88

LANDWARD BERM CREST

TO +3.8' NAVD88

TAPER TRANSITION

L E E C O U N T Y

G A S P A R I L L A I S L A N D

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

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

GASPARILLA ROAD

E RAILROAD AVE.

KEY PLAN

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

R-12

R-12.5 R-13 R-13.5

R-14

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

/1 /2

E N

A M

D R

A W

G D

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

+1.5

+3.5

+4.7

+5.1

+5.9

+1.0

+1.5

+2.8

+4.8

+5.6

+5.7

+6.3

+9.4

+2.6

+4.6

+8.3

0.4

2.3

2.3 2.8 3.6

4.7 5.6 6.2 6.9 7.5 7.8

8.1 8.3 8.8 8.9 8.8 7.7 6.5 6.0

6.1 6.3 6.6 6.9 7.3 7.7 7.9 8.5

8.7 9.1 9.4 9.9 10.2 10.7 10.8 11.3

11.6 11.9 12.4

12.8 13.1 13.4 13.8

0.6

2.0 1.8 2.3 3.0 3.8

4.7

6.6 5.8

7.8

8.2 8.7 9.4 10.0

10.4

10.1 8.6 7.5

6.9

6.7 7.0

7.2 7.5 8.2 8.2 8.6 9.1

9.7

9.9 10.4

11.0 11.3 11.8 12.2

12.5 12.7 13.4 14.5 14.8 14.8 15.0

15.4 15.6

15.9 15.8 16.2

16.5 16.7

16.8 17.2 17.3 17.7

17.7

18.0

17.9 18.2 17.9

18.1 18.2 18.5 18.9 19.1 19.4 19.5

19.7

20.0

0.9 1.9 2.3 2.4

2.9 3.5 4.3 5.0

6.2 7.2 8.0 8.9 9.3 9.8 10.2 10.4 10.6 10.3 9.8 9.2 8.6

8.2

7.8

7.9

8.1 8.9

8.9 9.5

9.8 10.1 10.6 11.0 11.6 11.8 12.3 12.7 13.2

13.7 14.1 14.6

15.0 15.6 16.2

16.3 16.4 16.7 16.9

16.9 16.5

16.5

16.7

17.1

16.9 17.1

17.3 17.4 17.2

17.4

17.4 17.8 17.6 17.7 18.2

-P I S

T A .1

-P I S

T A .2

-P I S

T A .6

X= 570000

X= 569500

X= 569000

X= 568500 100' 200'0

C-02

TOE OF FILL

o n o n

-L

C G

R -C -C

B .d g n

EL. +2.8' NAVD88

SLOPED BERM CREST

o n o n

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

A C

H F

L P

L A

S T

A T

O S

T A

EL. +3.8' NAVD88

LANDWARD BERM CREST

90' BERM

L E E C O U N T Y

G A S P A R I L L A I S L A N D

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

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

X= 569000

X= 569500

X= 570000

100' 200'0

F R

O M S

T A T

O S

T A

C-03

TOE OF FILL

PARK AVE.

X= 570500

EL. +2.8' NAVD88

SLOPED BERM CREST

-L

C G

R -C -C

B .d g n

90' BERM

o n o n

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

ACCESS AREA

REPRESENTATIVE.

FIELD BY THE CONTRACTING OFFICER'S

BE SHOWN TO THE CONTRACTOR IN THE

1. EXACT LIMITS OF THE STAGING AREA WILL

NOTE

B E

A C

H F

L P

L A

IN THIS AREA

NO FILL PLACED

E C

L P

T C

B L S

T A

E C

L P

T C

B L S

T A

(APPROXIMATELY 0.13 ACRES)

STAGING AREA

EL. +3.8' NAVD88

LANDWARD BERM CREST

TO +3.8' NAVD88

TAPER TRANSITION

L E E C O U N T Y

G A S P A R I L L A I S L A N D

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

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

GILCHRIST AVE.

R-14.5

R-15

R-15.5

R-16 R-16.5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

/1 /2

E N

A M

D R

A W

G D

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

+2.2

+2.3

+3.9

+4.7

+4.8

+5.3 +6.2

+4.6

+5.0

+5.8

+4.8

+5.0

+5.2 +5.2

+6.3

1.9 2.5 2.2

2.2

2.5 2.8

3.4

4.1 4.8 5.6

6.5 7.3 8.1 8.7

9.2

9.3

9.1 8.7

8.5

8.0

7.9

7.9 8.1

8.4 9.1 8.8 9.2 9.4 9.6 10.0 10.3

10.6

10.9 11.1 11.6 11.7

12.1

12.3 12.6

12.7 12.9 13.1

13.3 13.6

13.7

14.0

14.0 14.2

14.7 14.5 14.8

14.9

15.0

15.3

15.6

15.8

15.7

15.8

15.9 15.9

0.5

2.6 2.5

2.4 2.8 3.4 4.0

4.7

5.6

6.8 7.5 8.6 9.5 10.3 10.6

10.2 9.8 9.3 9.0 8.5

8.4

8.1

8.4 8.3 8.5 8.8 9.1 9.4

9.8 10.0 10.3 10.6 11.0 11.3 11.6

11.9

12.4 12.4 12.7 13.1 13.2 13.4 13.8

14.0

14.4

14.4 14.7

14.9

15.2

15.3

15.5

15.8

15.9

16.1

16.2

16.6 16.4

16.9

17.0

0 7

0-- -P I S

T A .6

-P I S

T A .4

-P I S

T A .4

X= 569000

X= 569500

X= 570000

X= 570500

HARDBOTTOM

100' 200'0

C-04

-L

C G

R -C -C

B .d g n

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

NO FILL PLACED IN THIS AREA

A C

H F

L P

L A

S T

A T

O S

T A

L E E C O U N T Y

G A S P A R I L L A I S L A N D

B A

E Y S

O T S

R E

V E

L S C

S E

A B

R E

E Z

E C

T N

W H

E E

L E

R R

GILCHRIST AVE.

GULF BVD.

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

G A

S P

A R

L A I S

L A

N D L

H T

H O

U S

R-17

R-17.5

R-18

R-18.5

R-19

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

/1 /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\Lee Co--113085\Gasparilla Island\Beach Renourishment FY18\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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

+0.5

+2.3

+2.6

+3.4

+3.8

+5.0

+6.0 +1.7 +4.1

+4.3

+4.7

+4.7 +4.9

+5.3

+5.4

+5.9

+6.2

+4.0

+4.6

+4.7

+4.8

+5.2

+5.3

+5.5

+5.9

+6.3 +6.3

+4.5 +5.1

+5.1

+5.3

+7.0

+8.3

+5.6

+7.0

+7.1

+7.3 +7.6

1.5

1.8

2.2

2.7

3.0

3.7 4.2

4.8

5.5

6.5 7.2 7.8 8.6 9.2 9.8 10.3

9.6

9.7 8.8 8.3 8.0 8.1

8.0 8.2 8.4

8.6 9.0 9.2

9.5

9.9

10.2

10.5

11.0 11.4

11.5 11.8

14.3

14.7 15.2 15.5

15.9 16.5 16.5

16.6

16.9 16.9 16.9

16.9

16.8 17.0

17.1 17.5

0.5

2.6 3.4

3.5

3.7

3.4

4.3

5.3 6.2 7.0 7.6 8.3 8.8 9.4 10.0

10.0

9.9

9.4 9.5 8.8 8.6

8.5 8.6 8.8 9.2

9.3 9.5 9.7 10.0 10.2 10.4

10.6 10.8 11.4

11.6 11.8 12.0 12.4 12.6 12.9 13.2 13.4

13.8

14.0 14.3

14.7

14.9 15.0 15.2

15.3 15.7 15.9 16.0 16.0

16.0

16.2

16.1 16.3 16.3 16.4 16.6 16.5

0.5

2.8

3.5

2.6

2.5 2.9

3.5

4.4

5.2 5.9 6.5 7.2 7.9 8.5 9.2

9.5 9.7

9.7 9.4

8.7

8.6

8.5

8.6 8.7 9.0 9.2

9.6

9.8

10.2 10.6 11.1

11.4

11.7

12.0

12.4

12.6

13.2

13.6

13.8 13.9

14.1 13.8

13.9

13.7

13.8

14.0 14.0

14.2 14.3 14.4

14.6 14.7

14.8

15.1

15.0 15.3

15.4

15.6

15.7

-P I S

T A .8

R-19.5

R-20

R-20.5

R-21

R.21.5

KEY PLAN

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

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

/1 /2

E N

A M

D R

A W

G D

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

+0.3 +0.7

+2.8

+2.9+4.3

+4.8+5.0

+3.8

+4.0

+4.4

+4.6

+5.1

+5.2

+5.5

+4.2 +4.7

+5.1 +5.5+5.9 +6.0

+6.3 +6.3

+4.3

+4.4

+4.4 +4.6

+4.6 +4.7

+4.8

+5.0 +5.1 +5.6

+8.0

+8.1 +9.3

+9.4

+5.4 +6.6

+8.3

+10.0

1.8

2.7

3.3

3.6

4.3

4.5

4.3

4.2 4.9

6.0 7.0 8.1 8.5 9.0 9.3 9.8 9.3 9.0 8.5 8.1

8.0

8.2

8.4 8.6 8.8 9.0

9.2

9.5 9.9 10.3 10.5 10.9

11.2 11.5 11.8 12.2

12.4

12.6 13.0 13.4

13.6 13.9

14.4

14.7

15.3 15.4

15.7 15.7

15.6 15.6 15.4 15.4 15.4

15.4 15.4

15.4

15.3

15.2 15.2 15.2

15.1 15.1 15.0

15.1

3.2

4.1

4.4 4.1

3.5 3.7

4.5

5.5 6.4 7.3 8.0 8.4 9.1 9.4

9.6 9.4

9.0

8.2

8.0 7.9 7.8

7.9 8.1

8.2 8.5

8.7 9.0

9.3 9.6

10.0 10.2 10.4

10.7

11.0

11.4 11.6 11.8

12.0 12.3 12.4

12.5

12.7

12.7 12.8 12.9

13.3 13.5

13.6

13.8

14.1

13.8 14.1 14.1 14.3

14.4

14.2 14.2

14.1

14.0

14.1

14.0 14.3

X= 570500

X= 570000

X= 569500

X= 569000

100' 200'0 C-05

-L

C G

R -C -C

B .d g n

NO FILL PLACED IN THIS AREA

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

A C

H F

L P

L A

S T

A T

O S

T A

L E E C O U N T Y

G A S P A R I L L A I S L A N D

GULF BLVD.

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

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

GULF BLVD.

L A

T E S

R-22

R-22.5

R-23 R-23.5 R-24

KEY PLAN

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

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

/1 /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\Lee Co--113085\Gasparilla Island\Beach Renourishment FY18\080 - Plans\05 Civil\C-06

S I

N /A

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

+2.3+2.4 +2.7

+3.8 +3.9+4.4

+4.9

+4.1

+4.8

+4.9 +5.0

+5.2

+5.4

+5.6+6.0

+3.5

+4.3+4.4

+4.4

+4.8

+5.0

+5.7

+6.0

+4.1

+4.5

+5.0

+6.7 +9.6 +10.3

+4.8

+5.1 +5.9+5.9

+6.1

+6.3

+8.0

+7.6

+7.8

2.1

3.6 2.8

2.4

3.2

4.1

5.0 5.5 6.2 6.9 7.8 8.6 9.5 10.2

10.7

10.9 10.6

9.7 8.6 8.0 7.6

7.6

7.7 7.8 8.2 8.4 8.7

9.1

9.4 9.7

10.0 10.2

10.5 10.8

11.1 11.3 11.6

11.7

11.9

0.5

2.9 4.0

2.7

3.4

4.4

5.3 5.8 6.9 7.9 8.9 10.0 10.6 11.5

10.9 10.5 10.4

9.0

8.2 7.6 7.5

7.7

7.9

8.1

8.4

8.7 9.1

9.3 9.6 9.9 10.2 10.4 10.6

10.8 11.2 11.4

11.6 11.8 12.1

12.2

12.5 12.8

13.0

13.3

13.7 14.1

14.3

14.0

13.8

13.7

13.6

13.4 13.3 13.1 12.9

12.6 12.4

12.2

12.1 11.8

2.1

3.5

4.6 5.9 6.6 7.3 8.2 9.0 9.7 10.5 11.2 11.3 11.2

11.0 10.6 10.0 9.3

8.5 8.1

8.0

8.3 8.4 8.6 8.7 8.9 9.2 9.4

9.4

9.5

9.8

9.6

9.7 10.0

10.3

10.5

10.8

11.1 11.4

11.5 11.9

12.3

12.7 12.9 13.5 13.9

14.0

14.3

14.4 14.6

14.7

14.8

15.1

15.0 15.0 15.1

15.3

15.2

15.3

-P I S

T A .4

X= 569000

X= 569500

X= 570000

X= 570500

C-06

B E

A C

H F

L P

L A

C E

M E

N T

F R

O M S

T A T

O S

T A

TOE OF FILL

-L

C G

R -C -C

B .d g n o n

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

NO FILL PLACED IN THIS AREA

S T

A o n

V A

150' BERM

EL. +3.0' NAVD88

SLOPED BERM CREST

EL. +3.8' NAVD88

LANDWARD BERM CREST

TO EL. +3.8' NAVD88

TAPER TRANSITION

L E E C O U N T Y

G A S P A R I L L A I S L A N D

GULF BLVD.

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

CONSTRUCTION BASELINE - CBL

EROSION CONTROL LINE - ECL

SCALE 1" = 100'SCALE 1" = 100'

100' 200'0

C-07

TOE

BERM

o n o n

POROUS GROIN

-L

C G

R -C -C

B .d g n

NOTE

REPRESENTATIVE.

FIELD BY THE CONTRACTING OFFICER'S

BE SHOWN TO THE CONTRACTOR IN THE

1. EXACT LIMITS OF THE STAGING AREA WILL

B E

A C

H F

L P

L A

S T

A . 1

T R

A N S

S T

A T

X= 570500

X= 570000

X= 569500

X= 569000

(APPROXIMATELY 0.14 ACRES)

STAGING AREA

o n o n o n

V A

M A

T C

H L

E S

H E

E T C

-0 S

T A

L E E C O U N T Y

G A S P A R I L L A I S L A N D

GULF BLVD.

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

CONSTRUCTI

BASELIN

- C

EROSI

CONTROL L

- E

ERSONNEL A

EQUI

PMENT)

ACCES

AREA

EL.

+3 .8' N

AVD88

LANDW

ARD

BERM

CRES

EL.

+3 .0' N

AVD88

SLOPED

BERM

CRES

E N

D O

F B

E A C

H F

L S

T A . 1

KEY PLAN

NOT TO SCALE

KEY PLAN

C-03

C-04

C-05

C-06

C-07

M E X I C O

O F

G U L F

C O U N T Y

L E E

C-01

C-02

R -2

R-25

R-25.5

R-

R -2

+0.5

+2 .0+2 .7

+4 .0

+4 .1

+4 .0

.7+ .8

.9+ .4

.0+ .5

6.3 5.3

7.7 9.0

10.0 10.7 11.6 12.0 12.4

12.6 12.8 13.2 13.3

13.1 12.8

12.6 12.5 12.4 12.5 12.7 12.7

12.9 12.9 12.8 12.7 12.7 12.8

12.8

12.8 12.8

12.8

12.9 13.1 13.2

13.3 13.4

13.5 13.6

13.6 13.8 13.7

13.8

13.8 13.8 13.9 13.9 13.9 13.8 13.9

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

/1 /2

E N

A M

D R

A W

G D

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

0 1

-P I S

T A .8

-P I S

T A .2

-P I S

T A .4

-P I S T A .8

C-08

T Y

A L B

E A

C H P

R O

-L

C G

R -C -C

B .d g n

A N

D F

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

/1 /2

E N

A M

D R

A W

G D

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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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

L C

NOT TO SCALE

BEACH FILL

EXISTING SURFACE

NOTES:

HORIZONTAL VERTICAL

50' 100'0 5' 10'0

E C

C B

90'

CBL LOCATED AT RANGE "0"

HORIZONTAL VERTICAL

50' 100'0 5' 10'0

SOUTH REACH - TYPICAL SECTION (PERPINDICULAR TO CBL)

NORTH REACH - TYPICAL SECTION (PERPINDICULAR TO CBL)

C B

E C

EXISTING GRADE

EXISTIING GRADE

14'

104'

150'

BEACH FILL

TOLERANCE +0.5 FOOT

BEACH FILL NEAR VEGETATION EXAMPLE

+20

+10

+20

+10

+20

-600 -500 -400 -300 -200 -100 100

1V:3H to 1V:1.5H

SLOPE BETWEEN

(SEE NOTE 2)

VEGETATION

3. ECL AND CBL ARE NOT ALWAYS AT THE SAME LOCATION.

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

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

VARIES48'

CREST EL. +3.8'

LANDWARD BERM

CREST EL. +2.8'

SLOPED BERM

CREST EL. +3.8'

LANDWARD BERM

CREST EL. +3.0

SLOPED BERM

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-09

-L

C G

R -C -C

B .d g n

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

A(P) = PAYMENT AREA

A(T) = TOLERANCE AREA

A(R) = REQUIRED AREA

NOTES:

(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

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

TOLERANCE

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

A(R) ≤ A(P) ≤ A(T)

TEMPLATE

REQUIRED

WATERLINE (VARIES)

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

A(P)A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

TOLERANCE

CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

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

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

BEACH BERM ACCEPTANCE PROFILES

BEACH BERM PAYMENT PROFILES

A(R)

SLOPE

A(T)

PLACED BERM WIDTH

SLOUGH ZONE

UP-SLOPE

MAX 50% PLACED BERM WIDTH

A(T)

A(P)

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

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

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S I

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S O

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L E F

B E

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B O

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F L

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O L A

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O A

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A L E

M E

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R O J E

C T

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C-10

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-L

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B .d g n

E L E

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

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

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

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

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

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BEACH FILL

CROSS SECTION AT R-12

CROSS SECTION AT R-11

CROSS SECTION AT R-13

CROSS SECTION AT R-10.5

CROSS SECTION AT R-11.5

CROSS SECTION AT R-12.5

C-01

C-02

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

90'

EXISTING GRADE

E C

C B

E C

C B

L E

C L

C B

E C

C B

E C

C B

E C

MONUMENT LOCATED AT RANGE "0"

+10 +10

+20 +20

+20 +20 +20+20

+10+10+10+10

+10+10 +10 +10

+20 +20 +20 +20

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

14'

104'

+20

+10

+20

+10

E L E

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E E

A V

E L E

V A

N I

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E E

A V

SLOPED BERM

CREST EL. +2.8'

LANDWARD

BERM CREST

EL. +3.8'

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

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SHEET ID

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US Army Corps

U .S

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S I

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T R

A N M

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C O B

L V

J A

C K

S O

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L E F

B E

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B O

A U

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F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

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C T

N P

R O J E

C T

B E

A C

H R

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G A

S P

A R

L A I S

L A

N D L E

E C

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L O

J A

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A R

C-11

B E

A C

H P

R O

R -1

.5 T

O R -1

-L

C G

R -C -C

B .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

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US Army Corps

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S I

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A N M

A R

C O B

L V

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S O

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L E F

B E

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B O

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F L

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O L A

N D C

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A L E

M E

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C Y

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R O J E

C T

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

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V A

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N A

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

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V A

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E L E

V A

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N A

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

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E L E

V A

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

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

E L E

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CROSS SECTION AT R-14

CROSS SECTION AT R-15

CROSS SECTION AT R-16

CROSS SECTION AT R-13.5

CROSS SECTION AT R-14.5

CROSS SECTION AT R-15.5

C-02

C-03

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

EXISTING GRADE

E C

C B

E C

C B

E C

C B

E C

C B

E C

C B

E C

+10 +10+10+10

+20+20 +20 +20

+20 +20 +20+20

+10+10+10 +10

+10+10+10+10

+20+20 +20 +20

BEACH FILL

90' 14'

104'

SLOPED BERM

CREST EL. +2.8'

LANDWARD

BERM

CREST

EL. +3.8'

C-12

R -1

.5 T

O R -1

B E

A C

H P

R O

E S

-L

C G

R -C -C

B .d g n

E L E

V A

N I

N F

E E

N A

V D

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

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

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

E L E

V A

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N A

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E L E

V A

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E E

N A

V D

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

E L E

V A

N I

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N A

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E L E

V A

N I

N F

E E

N A

V D

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

E L E

V A

N I

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N A

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E L E

V A

N I

N F

E E

N A

V D

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

E L E

V A

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N A

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E L E

V A

N I

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E E

N A

V D

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

E L E

V A

N I

N F

E E

N A

V D

CROSS SECTION AT R-17

CROSS SECTION AT R-18

CROSS SECTION AT R-19

CROSS SECTION AT R-16.5

C-03

C-04

CROSS SECTION AT R-17.5

C-04

CROSS SECTION AT R-18.5

C-04

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

EXISTING GRADE

C B

E C

C B

E C

C B

E C

C B

E C

C B

+10 +10 +10+10

+20 +20+20 +20

+20 +20 +20 +20

+10 +10 +10+10

+10+10+10+10

+20 +20 +20 +20

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

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L A I S

L A

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C-13

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O R -2

B E

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B .d g n

S O

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N N

D E

N E

D B

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M A

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S U

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D B

D A

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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

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L A

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E L E

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V A

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

E L E

V A

N I

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E L E

V A

N I

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E E

N A

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

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

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

E L E

V A

N I

N F

E E

N A

V D

L E

V A

N I

N F

E E

N A

V D

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

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

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

E L E

V A

N I

N F

E E

N A

V D

CROSS SECTION AT R-20

CROSS SECTION AT R-21

CROSS SECTION AT R-22

CROSS SECTION AT R-19.5

C-05

CROSS SECTION AT R-20.5

C-05

CROSS SECTION AT R-21.5

C-05

C-06

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

EXISTING GRADEC

E C

C B

E C

C B

E C

C B

E C

C B

E C

C B

+10+10 +10 +10

+20+20 +20 +20

+20 +20+20 +20

+10 +10 +10 +10

+20 +20 +20+20

C-14

R -2

.5 T

O R -2

B E

A C

H P

R O

E S

-L

C G

R -C -C

B .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

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S I

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J A

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S O

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L E D

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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

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B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

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C Y

S H

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R O

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C T

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R O J E

C T

B E

A C

H R

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H M

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G A

S P

A R

L A I S

L A

N D L E

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V A

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

E L E

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E L E

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E L E

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N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

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

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

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

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

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

E L E

V A

N I

N F

E E

N A

V D

CROSS SECTION AT R-23

CROSS SECTION AT R-24CROSS SECTION AT R-22.5

C-06

CROSS SECTION AT R-23.5

C-06

CROSS SECTION AT R-24.5

C-06

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

VERTICAL

100' 200'0 10' 20'0

HORIZONTAL

E C

C B

E C

C B

E C

C B

E C

C B

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

C-07

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

CROSS SECTION AT R-25

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

EXISTING GRADE

+10 +10+10+10

+20+20+20+20

+10 +10 +10+10

20 20

+10 +10+10 +10

+20 +20+20+20

C B

E C

BEACH FILL

150'

48'

VARIES

SLOPED BERM

CREST EL. +3.0 LANDWARD

BERM CREST

D R

A W

G N

A M

E H

E R

C-15

B E

A C

H P

R O

E S

R -2

.5 T

O R -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

/1 /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\Lee Co--113085\Gasparilla Island\Beach Renourishment FY18\080 - Plans\05 Civil\C-15

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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

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

C-07

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

C-07

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

CROSS SECTION AT R-26

CROSS SECTION AT R-25.5

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

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

EXISTING GRADE

+10 +10

+20+20

+10 +10

20 20

01002003004005006007008009001000 -100

C B

C-07

HORIZONTAL VERTICAL

100' 200'0 10' 20'0

CROSS SECTION AT R-26.5

C B

E C

BEACH FILL

150'

+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

48'

VARIES

SLOPED BERM

CREST EL. +3.0 LANDWARD

BERM CREST

-6

-12

-1

-12

-12-12

-1

-10

-6

-6 -6

-6

-6-6

-8

-8 -8

-8

-18

-1

-18

-1

-18

-1

-12

-16

-14

-1

-14

-1

-14

-1

-16

-1

-16

-18

-1

-22

-2

-20

-2

-1

-18

-1

-18

-1

-18

-1

-18

-1

-18

-18-1 8-18

-1

-18

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16

-1

-16-16

-1

-16

-14

-1

-14

-1

-14

-1

-14

-14-14

-1

-14

-1

-14

-1

-14

-1

-14

-1

-12

-1

-12

-10

-1

-10

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

/1 /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\Lee Co--113085\Gasparilla Island\Beach Renourishment FY18\080 - Plans\05 Civil\C-16

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

B O

A U

S T

F L

O O

D C

O N

T R

O L A

N D C

O A

S T

A L E

M E

R G

E N

C Y

S H

O R

E P

R O

T E

C T

N P

R O J E

C T

B E

A C

H R

E N

O U

H M

E N

G A

S P

A R

L A I S

L A

N D L E

E C

O U

N T

Y F

L O

J A

N U

A R

MAXIMUM DEPTH = 22'

TARGET DEPTH = 20'

VB-GAS14-17

VB-GAS14-18

VB-GAS14-19

C-16

P L

A N

B O

R R

O W A

R E

A -L

C G

R -C -C

B .d g n

POINT

EASTING (X)

NAD83(2011)

NORTHING (Y)

BORROW AREA CONTROL

200' 400'0

NOTE

CABLES, DRAG ARMS, OR ANY OTHER OBJECTS ON THE BOTTOM.

JEOPARDY PRIOR TO PLACING PIPES, SPUDS, ANCHORS,

TO ENSURE THERE ARE NO HARDBOTTOMS FORMATIONS IN

SCIENTIFIC DIVERS AND/OR ANY OTHER RELIABLE MEANS

RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE

THE HARDBOTTOM MAPPING PROVIDED. IT WILL BE THE

LAYDOWN. THE CONTRACTOR SHALL NOT DEPEND SOLELY ON

IMPACTING EXISTING HARDBOTTOM AREAS DURING PIPELINE

1. PIPELINE CORRIDORS SHALL BE FIELD VERIFIED TO AVOID

563,275.116 863,645.246

565,304.906 864,413.013

565,537.241 863,875.577

563,516.164 863,068.614

300' RADIUS

AVOIDANCE AREA

CENTER

Y=864,125 X=562,221

G-01

G-02

G-03

G-04

G-05

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

File details come from the government source that posted it.