ICENSL E - Charlotte County BCC NO.: 12.001-JCP-1 SHEET 1 CIVIL ENGINEERING SURVEY & MAPPING COASTAL ENGINEERING ENVIRONMENTAL PLANNING SERVICES Serving Florida Since 1977 3106 SOUTH

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CIVIL ENGINEERINGSURVEY & MAPPING

COASTAL ENGINEERINGENVIRONMENTAL

PLANNING SERVICES

Serving Florida Since 1977

3106 SOUTH HORSESHOE DRIVENAPLES, FLORIDA 34104

PHONE: (239)643-2324 FAX: (239)643-1143

www.coastalengineering.comE-Mail: [email protected]

TITLE:

CLIENT:

NO. REVISION DESCRIPTIONDATE BY

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DATE:

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AS SHOWNSDB

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NOTES

1. BEACH FILL, MEAN HIGH WATER, AND INLET SURVEYS CONDUCTED BY COASTAL ENGINEERINGCONSULTANTS, INC., JULY 2013.

2. OFFSHORE BORROW AREA SURVEYS CONDUCTED BY SONOGRAPHICS, INC. AND COASTALENGINEERING CONSULTANTS, INC., MAY 2013.

3. STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON NORTH AMERICAN DATUM, 1983 /1990 ADJUSTMENT, FLORIDA WEST ZONE.

4. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.5. MEAN HIGH WATER ELEVATION OF +0.32 FEET NAVD88 IS BASED ON INTERPOLATION BETWEEN

TIDE STATIONS 872 5858 VENICE AIRPORT AND 872 5110 NAPLES. TIDAL EPOCH REFERENCED ATTIDE STATIONS IS 1983 - 2001.

6. LANDWARD LIMIT OF BEACH FILLS SHALL TIE INTO EXISTING CONTINUOUS DUNEVEGETATION/ARMORING LINE.

7. ROADS AND RIGHT OF WAYS ARE SHOWN FOR GENERAL INFORMATION ONLY.8. CONTRACTOR'S WORK AREA ON BEACHES SHALL EXTEND FROM CONTINUOUS DUNE

VEGETATION/ARMORING LINE TO 500 FEET SEAWARD OF CONSTRUCTION TOE OF FILL.9. PIPELINE ACCESS CORRIDOR SHALL RUN FROM BORROW AREAS VIA A SUBMERGED LINE TO

ADJACENT BEACHES, THEN ALONG BEACH, AS FAR LANDWARD AS PRACTICABLE TO AVOIDIMPACTS TO EXISTING VEGETATION AND STRUCTURES, FROM R-8 TO R-21 (NORTH) AND FROMR-22 TO R-40 (SOUTH). ONE OR MORE BOOSTERS ARE ANTICIPATED TO BE UTILIZED, THEY SHALLEITHER BE BARGE MOUNTED WITHIN PASS OR PLACED ON BEACH IN LINE WITH PIPELINE.

10. EROSION CONTROL LINE FROM R-27.7 TO R-30.5 TAKEN FROM "MEAN HIGH WATER SURVEY FOREROSION CONTROL LINE" PREPARED BY SPIGENER LAND SURVEYING, DATED SEPTEMBER 20,1993, O.R. BOOK NO. 1365, PAGE NO. 1910. EROSION CONTROL LINE FROM R-30.5 TO R-39.5PREPARED BY COASTAL ENGINEERING CONSULTANTS AND RECORDED IN O.R. BOOK NO. 2237,PAGES 1296 THROUGH 1300 OF THE PUBLIC RECORDS OF CHARLOTTE COUNTY, FLORIDA DATEDMAY 30, 2003.

11. OFFSHORE BORROW AREA AVAILABLE VOLUMES ARE APPROXIMATELY 1.2 MILLION CUBIC YARDSAND 350,000 CUBIC YARDS FOR AREA A AND AREA B, RESPECTIVELY.

12. STUMP PASS CHANNEL AVAILABLE VOLUME IS 250,000 CUBIC YARDS. BOTTOM CUT WIDTHVARIES FROM 300 FEET TO 600 FEET. DESIGN CUT ELEVATION IS -11 FT NAVD (-13 FT NAVD WITHOVERDREDGE TOLERANCE) FROM STATIONS 0+00 TO 34+00 THEN TRANSITIONS TO -9 FT NAVD(-11 FT NAVD WITH OVERDREDGE TOLERANCE) FROM STATIONS 35+00 T0 42+00.

13. INITIAL CONSTRUCTION BEACH FILL VOLUMES ARE 180,000, 40,000 AND 200,000 CUBIC YARDSFOR THE UPDRIFT, NORTH AND SOUTH BEACH FILLS RESPECTIVELY.

14. AERIAL PHOTOGRAPHY PROVIDED BY PICKETT & ASSOCIATES, INC., DATED AUGUST 2013.15. LEMON BAY AQUATIC PRESERVE BOUNDARY WAS OBTAINED FROM THE DEPARTMENT OF

ENVIRONMENTAL PROTECTION GEOGRAPHIC INFORMATION SYSTEMS WEBSITE:http://www.dep.state.fl.us/gis/datadir.htm

CHARLOTTE COUNTY EROSION CONTROL PROJECTPERMIT DRAWINGS

PREPARED FOR:CHARLOTTE COUNTY BOARD OF COMMISSIONERS

INDEX

1. COVER SHEET2. PROJECT LOCATION MAP3. SURVEY CONTROL MAP4. UPDRIFT BEACH FILL PLAN VIEW5. UPDRIFT BEACH FILL TYPICAL SECTIONS6. TERMINAL GROIN DETAILS7. NORTH BEACH FILL PLAN VIEW8. NORTH BEACH FILL TYPICAL SECTIONS9. SOUTH BEACH FILL PLAN VIEW10. SOUTH BEACH FILL TYPICAL SECTIONS11. SOUTH BEACH FILL TYPICAL SECTIONS12. OFFSHORE BORROW AREA A PLAN VIEW13. OFFSHORE BORROW AREA B PLAN VIEW14. OFFSHORE BORROW AREA A TYPICAL SECTIONS15. OFFSHORE BORROW AREA B TYPICAL SECTIONS16. STUMP PASS CHANNEL PLAN VIEW17. STUMP PASS CHANNEL TYPICAL SECTIONS18. STUMP PASS CHANNEL TYPICAL SECTIONS19. BEACH RENOURISHMENT PLAN20. BEACH RENOURISHMENT TYPICAL SECTIONS21. BEACH RENOURISHMENT TYPICAL SECTIONS22. EBB SHOAL REFORMATION PLAN VIEW23. EBB SHOAL REFORMATION TYPICAL SECTION24. CHANNEL MARKER DETAILS25. LIGHTED AID MARKER DETAILS26. FLOATING PIPELINE TYPICAL SECTIONS27. MANASOTA KEY RENOURISHMENT PLAN28. KNIGHT ISLAND RENOURISHMENT PLAN

CHARLOTTE COUNTY BOARD OF COMMISSIONERS

COVER SHEET

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FOR PERMITTINGPURPOSES ONLY.NOT TO BE USED

FOR CONSTRUCTION.

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP

4 USACE RAI4/16/15 MTP

cheng_c

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BYDATE REVISION DESCRIPTIONNO.

CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:

TITLE:

NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE


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PROJECT LOCATION MAP

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R-20.22

R-20.46

R-20.73

R-21.26

R-8

R-9

R-10R

-11R-12R

-13R-14R

-15R-16R

-17R-18R

-19R-20

R-22R

-24

R-25R

-26R-27R

-28R-29R

-30

R-31R

-32R-33R

-34R-35R

-36R-37R

-38R-39R

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SURVEY CONTROL MAP1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


R-17 R-18 R-19 R-20

UPDRIFT BEACHFILL BERM

TOE OF UPDRIFTBEACH FILL

LANDWARD LIMIT OFUPDRIFT BEACH FILL

TERMINAL GROIN

R-21580'

MANASOTAKEY

"SUBMERGED ROCK"WARNING SIGN

MEAN HIGH WATER(JULY 2013)

LEMON BAY AQUATICPRESERVE BOUNDARY

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= LEMON BAY AQUATIC PRESERVE BOUNDARY

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R-19

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1:2 SLOPE

16'

13'

14'

1:1 SLOPE

CORE STONE

DESIGNSECTION A-A

H: 1" = 80'V: 1" = 8'

PLAN VIEWSCALE: 1" = 80'

-9.0'

SECTION B-BSCALE: H: 1" = 80' / V: 1" = 8'

81.5'

BEDDING STONE

MHW = +0.32 FT

580'

-7.5'

-4.5'

SEAWARD SEGMENT

PROPOSED UPDRIFTBEACH FILL

ARMOR STONECORE STONE

BEDDING STONECHINKING

STONE

0.5' CONSTRUCTIONTOLERANCE

APPROX.GRADE

-11.5'

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MLW = -1.50 FT

"SUBMERGED ROCK"WARNING SIGN(SEE SHEET 24)

ARMOR STONE

0.5' CONSTRUCTIONTOLERANCE

UPDRIFTBEACH FILL

+2.5'

PROPOSEDIMPOUNDMENTBEACH FILL

1:2 SLOPE

16'

BEDDING STONEOVER GEOGRID/GEOTEXTILE

MHW = +0.32 FT

MLW = -1.50 FT

ARMOR STONE

0.5' CONSTRUCTIONTOLERANCE+2.5'

-10.0'

-11.5'

APPROX.GRADE

OPTIONAL DESIGNSECTION A-A

H: 1" = 80'V: 1" = 8'

UPDRIFTBEACH FILL

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TERMINAL GROIN DETAILS1 RAI #19/15/14 MTP

NOTE: STONE SIZESEXAGGERATED FOR

ILLUSTRATIVEPURPOSES ONLY

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R-34 R-35 R-36R-37 R-38

R-39R-40

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SOUTH BEACHFILL BERM

TOE OF SOUTHBEACH FILL

GULF OFMEXICO

KNIGHTISLAND

R-41

MEAN HIGH WATER(JULY 2013)EROSION

CONTROL LINE CONSTRUCTION ACCESSAND STAGING AREA

LANDWARD LIMIT OFSOUTH BEACH FILL

CONSTRUCTIONACCESS AND

STAGING AREA

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SOUTH BEACH FILLTYPICAL SECTIONS

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OFFSHORE BORROW AREA APLAN VIEW

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OFFSHORE BORROW AREA BPLAN VIEW

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A1 ALIGNMENT PROFILE

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EXISTING GRADE(MAY 2013)

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-35.5'-34.5'

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= 2 FOOT OVERDREDGE TOLERANCE

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B2 ALIGNMENT PROFILE

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51(TYP)

-38.0'

-40.0'


-41.5'

-43.5'

-41.0'

-43.0'

-39.0'

-41.0'

SCALE:H: 1" = 1000'V: 1" = 10'


= 2 FOOT OVERDREDGE TOLERANCE

-37.5'

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-40.0'

-42.0'

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OFFSHORE BORROW AREA BTYPICAL SECTIONS

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F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


800

SCALE: 1" = 800'

4000

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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T 16FILE

NO

.: 12.001-JCP

-16

1600



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


STUMP PASS CHANNELPLAN VIEW

LEGEND

EXISTING SHOAL SIGN

EXISTING CHANNEL MARKER

EXISTING MARKER BOUY

EXISTING LIGHTED AID MARKER

L

I

C

EN

S

E

F

L

O

R

I

D

A

DESIGN DEPTHTOLERANCE DEPTH

-11.0-13.0

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP


3 RAI #34/6/15 MTP


12+00

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

0


100500 550300250200150 500450400350 650600-20

-50


DESIGN DEPTH-11' NAVD

DREDGE TOLERANCE-13' NAVD

41


-100

5

SCALE:H: 1" = 100'V: 1" = 10' = 2 FOOT OVERDREDGE TOLERANCE

MHW = El.+0.32 NAVD

6+00

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

0

100500 550300250200150 500450400350 700650600 750-20

-50




41


-100

5

MHW = El.+0.32 NAVD

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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-17



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


STUMP PASS CHANNELTYPICAL SECTIONS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP



ELE

VA

TION

(FT-NA

VD

)

32+00

-10

-15

-5

0

100500 550300250200150 500450400350 650600-20

-50-100

5




41

MHW = El.+0.32 NAVD


ELE

VA

TION

(FT-NA

VD

)

40+00

-10

-15

-5

0

100500 550300250200150 500450400350 650600-20

-50-100

5




4

1

MHW = El.+0.32 NAVD

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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T 18FILE

NO

.: 12.001-JCP

-18



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


STUMP PASS CHANNELTYPICAL SECTIONS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


R-8

R-9

R-10R

-11R-12R

-13R-14R

-15R-16R

-17R-18R

-19R-20

R-22R

-24

R-25R

-26R-27R

-28R-29R

-30

R-31R

-32R-33R

-34R-35R

-36R-37R

-38R-39R

-40

PU

BLIC

AC

CE

SS

/C

ON

STR

UC

TION

AC

CE

SS

AN

D S

TAG

ING

AR

EA

PU

BLIC

AC

CE

SS

PU

BLIC

AC

CE

SS

/C

ON

STR

UC

TION

AC

CE

SS

AN

D S

TAG

ING

AR

EA

PU

BLIC

AC

CE

SS

PU

BLIC

AC

CE

SS

PU

BLIC

AC

CE

SS

CO

NS

TRU

CTIO

N A

CC

ES

SA

ND

STA

GIN

G A

RE

A

R-21

R-23

GU

LF OF

ME

XIC

O

LEM

ON

BA

Y

KN

IGH

TIS

LAN

D

MA

NA

SO

TAK

EY

STU

MP

PA

SS

R-22

PR

OP

OS

ED

FUTU

RE

RE

NO

UR

ISH

ME

NT LIM

ITS

PR

OP

OS

ED

FUTU

RE

RE

NO

UR

ISH

ME

NT LIM

ITS

R-41

ME

AN

HIG

H W

ATE

R(JU

LY 2013)

ME

AN

HIG

H W

ATE

R(JU

LY 2013)

3,000

SC

ALE

: 1" = 3,000'

1,5000

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

EE

T 19FILE

NO

.: 12.001-JCP

-19

6,000



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


BEACH RENOURISHMENT PLAN

= AR

EA

OF B

EA

CH

RE

NO

UR

ISH

ME

NT

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

NO

TE: S

EE

SH

EE

TS 27 A

ND

28FO

R R

EN

OU

RIS

HM

EN

T PLA

NS

.

3 RAI #34/6/15 MTP


R-10

100500 550


300250200150 500450400350 700650600

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0

10

151

1001

100500 550


300250200150 500450400350 700650600

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0

10

R-14

151

1001

750

800750

SCALE:H: 1" = 100'V: 1" = 10'





= FILL AREA

MHW = El.+0.32 NAVD

MHW = El.+0.32 NAVD

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



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PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


BEACH RENOURISHMENTTYPICAL SECTIONS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


R-27

700650600 1150


900850800750 110010501000950 130012501200

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0

10

151

1001

100500 550


300250200150 500450400350 700650600

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0

10

R-30

151

1001

750

14001350

SCALE:H: 1" = 100'V: 1" = 10'


+0.5' TOLERANCE



+0.5' TOLERANCE


= FILL AREA

+2.5'

+2.5'

MHW = El.+0.32 NAVD

MHW = El.+0.32 NAVD

EC

L


MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

EE

T 21FILE

NO

.: 12.001-JCP

-21



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


BEACH RENOURISHMENTTYPICAL SECTIONS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


R-19 R-20

R-22

0

TERMINAL GROIN

TOE OF EBB SHOALREFORMATION

CREST OF EBB SHOALREFORMATION

R-21

R-23

GULF OFMEXICO

MANASOTAKEY

"SUBMERGED ROCK"WARNING SIGN


NORTHBEACH FILL


500

SCALE: 1" = 500'

2500

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

EE

T 22FILE

NO

.: 12.001-JCP

-22

1000



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


EBB SHOAL REFORMATIONPLAN VIEW

(ADAPTIVE MANAGEMENT)

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP


3 RAI #34/6/15 MTP


SCALE:H: 1" = 200'V: 1" = 5'

= FILL AREA

ELE

VA

TION

(FT-NA

VD

)

2000 600400 1000800 14001200-200

0

5

-5

-10

-151600


-5.0'

101

EBB SHOAL RESTORATIONFILL TEMPLATE

101


R-21

MHW = El.+0.32 NAVD

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

EE

T 23FILE

NO

.: 12.001-JCP

-23



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


EBB SHOAL REFORMATIONTYPICAL SECTION

(ADAPTIVE MANAGEMENT)

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


NTSNTS

14'-0

"

GREEN CHANNEL MARKER

18'-0

" MIN

.P

EN

ETR

ATI

ON

3'-0"

3'-0

"

PE

NE

TRA

TIO

N

18'-0

" MIN

.

RED CHANNEL MARKER

14'-0

"

12'-0

" 12'-0

"

4'-0"

4'-0

"

HARDWARE5°

VAR

IES

12'-0

"

SHOAL WARNING SIGN

ALL NUTS, BOLTSAND WASHERSSHALL BE HOT DIPGALVANIZED.WASHERS SHALL BEPROVIDED AT BOTHENDS OF ALL BOLTS.

NTS

TYPICAL SIGN AND MARKER MOUNTINGDETAIL

EXISTINGGRADE

NUN

CHAIN

NTSDAY MARKER BUOY

MEAN HIGHWATER

12" TIMBERPILE

MEAN HIGHWATER

MEAN HIGHWATER

12" TIMBERPILE

3'-0"

3'-0

"SHOAL

CONCRETEANCHOR

12'-0

"

SUBMERGED ROCK WARNING SIGNNTS

MEAN HIGHWATER

3'-0"

3'-0

"

SUBMERGEDROCK

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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NO

.: 12.001-JCP

-24



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


CHANNEL MARKER DETAILS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


LIGHTED SAFE WATER MARKER

NOTE: REQUIRED CODE ISMORSE "A" CODE, 8 SECOND, SWITCH E6.

NTS

BAR 2 x 1/2" x 7'-0"

MLW

MHW

3'-4

"12

'-0"

NTS

NTS

15"

ACCESSLADDER

5'-0"2'-6" 2'-6"

1'-0"

14"

4'-0

"

9"2'

-6"

9"

1'-4

"

1'-6

"

BAR 2 x 1/2" 1"

3'-1"

15" 1'-10" 1"

7'-0

"

1'-0

"

4"

16'-0

"1.

5'

SECTION A-A

PLATFORM TOP VIEW

22'-0

"M

IN.

PE

NE

TRA

TIO

N

EXPANDED STEEL MESH STRANDSTO BE WELDED AT 6" ON CENTERSTO PLATFORM FRAMING ANGLES ANDTO PLATFORM COLLAR.

BAR 2x1/2"BENT ASSHOWN

1 1/2" RAD.TYP.

3/4" DIA. LADDERRUNGS (7 REQ'D.)

STEEL H-PILE

NOTE: PLATFORM, LADDER AND LANTERN STAND ASSEMBLIESSHALL BE HOT DIP GALVANIZED AFTER WELDING.

LADDER LOWERBRACKET

STEEL H-PILE

BOTTOM OFCHANNEL

PLATFORMCOLLAR

DAYBOARDBRACKET

AC

CE

SS

LA

DD

ER

7R

UN

GS

SP

AC

ED

AT

1'-0

"

1" DIA. BOLTREQ'D.

SOLAR POWER BATTERYIN BATTERY BOX BOLTED

TO PLATFORM. TOP OF PILE ANDPLATFORM COLLAR

TOP OF LANTERNMOUNTING PLATE

TIDELAND SOLACHAN 155MARINE SIGNAL LANTERN

SYSTEM OR APPROVED EQUAL

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



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.: 12.001-JCP

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PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


LIGHTED AID MARKER DETAILS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

3 RAI #34/6/15 MTP


SCALE:H: 1" = 100'V: 1" = 10'

100500 550

DISTANCE ALONG SECTION (FEET)

300250200150 500450400350 600

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0MHW = El.+0.32 NAVD

-30

-25

-20

24"-30" DREDGEPIPELINE

ANCHORBRACKETS (TYP)

FLOATING DREDGE PIPELINE

EXISTING SEABED(ELEVATION VARIES)

ANCHOR (TYP)

50' SUBMERGED PIPELINETRANSITION ZONE (TYP)

DISTANCE VARIES

-35100500

DISTANCE ALONG SECTION (FEET)

300250200150

ELE

VA

TION

(FT-NA

VD

)

-10

-15

-5

5

0

-30

-25

-2024"-30" DREDGE

PIPELINEANCHOR

BRACKET

EXISTING SEABED(ELEVATIONVARIES)

ANCHOR (TYP)

-35

A-A B-B

MLW = El.-1.32 NAVDMHW = El.+0.32 NAVDMLW = El.-1.32 NAVD

EXISTINGHARDBOTTOM

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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NO

.: 12.001-JCP

-26



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


FLOATING PIPELINETYPICAL SECTIONS

L

I

C

EN

S

E

F

L

O

R

I

D

A

1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

NOTE: FLOATING PIPELINES WILL BE USED TO AVOID POTENTIAL ADVERSEIMPACTS TO HARDBOTTOM RESOURCES. THE SET BACK OF THE ANCHORS FROMTHE HARDBOTTOM COMMUNITIES SHALL BE AT LEAST 50 FEET (15 METERS)FROM THE EDGE OF THE HARDBOTTOM COMMUNITIES.

3 RAI #34/6/15 MTP


R-9R-10

R-11 R-12

R-13R-14

R-15R-16 R-17 R-18

MANASOTA KEY RENOURISHMENTBEACH FILL BERM TOE OF MANASOTA KEY

RENOURISHMENT BEACH FILL

LANDWARD LIMIT OFMANASOTA KEY

RENOURISHMENTBEACH FILL

MEAN HIGH WATER(JULY 2013) UPDRIFT BEACH FILL

CONSTRUCTIONACCESS AND STAGING AREA


CONSTRUCTIONACCESS AND STAGING AREA

1000

SCALE: 1" = 1000'

5000

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

EE

T 27FILE

NO

.: 12.001-JCP

-27

2000



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


MANASOTA KEY RENOURISHMENT PLAN1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

L

I

C

EN

S

E

F

L

O

R

I

D

A


3 RAI #34/6/15 MTP


R-22

R-24R-25 R-26

R-27R-28 R-29 R-30

R-31R-32

0

R-23

KNIGHT ISLANDRENOURISHMENTBEACH FILL BERM

TOE OF KNIGHT ISLANDRENOURISHMENT BEACH FILL

LANDWARD LIMIT OFKNIGHT ISLAND

RENOURISHMENTBEACH FILL

EROSIONCONTROL LINE


CONSTRUCTIONACCESS AND

STAGING AREA

SOUTH BEACH FILL

NORTH BEACH FILL

1000

SCALE: 1" = 1000'

5000

MTP

SDB

4/24/14

12.001

12001-JCP-RAI 1.dwg

AS NOTED

RNG.TWP.SEC.

SCALE:

REF. NO.

DATE:

DRAWN:

PG.

ACAD NO.

F.B.

CHECKED:



TITLE:



SH

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T 28FILE

NO

.: 12.001-JCP

-28

2000



PLANNING SERVICES

PHONE: (239)643-2324 FAX: (239)643-1143


KNIGHT ISLAND RENOURISHMENT PLAN1 RAI #19/15/14 MTP

2 RAI #212/31/14 MTP

L

I

C

EN

S

E

F

L

O

R

I

D

A


3 RAI #34/6/15 MTP


Documents

ICENSL E - Charlotte County BCC NO.: 12.001-JCP-1 SHEET 1 CIVIL ENGINEERING SURVEY & MAPPING COASTAL ENGINEERING ENVIRONMENTAL PLANNING SERVICES Serving Florida Since 1977 3106 SOUTH