icensl e - charlotte county bcc no.: 12.001-jcp-1 sheet 1 civil engineering survey & mapping...
TRANSCRIPT
FILE N
O.: 12.001-JC
P-1
SH
EE
T 1
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
CHECKED:
F.B.
ACAD NO.
PG.
DRAWN:
DATE:
REF. NO.
SCALE:
SEC. TWP. RNG.
AS SHOWNSDB
MTP
12001-JCP-RAI 1.dwg
12.001
4/24/14
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
5,000
SC
ALE
: 1" = 5,000'
2,5000
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 2FILE
NO
.: 12.001-JCP
-2
10,000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
PROJECT LOCATION MAP
NO
AA
NA
UTIC
AL C
HA
RT N
O. 11426
1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
NO
TE: FLO
ATIN
G P
IPE
LINE
S W
ILL BE
US
ED
TO A
VO
ID P
OTE
NTIA
L AD
VE
RS
EIM
PA
CTS
TO H
AR
DB
OTTO
M R
ES
OU
RC
ES
. THE
SE
T BA
CK
OF TH
E A
NC
HO
RS
FRO
M TH
E H
AR
DB
OTTO
M C
OM
MU
NITIE
S S
HA
LL BE
AT LE
AS
T 50 FEE
T (15M
ETE
RS
) FRO
M TH
E E
DG
E O
F THE
HA
RD
BO
TTOM
CO
MM
UN
ITIES
.
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
R-19.35
R-19.62
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
-40
R-21
220+00225+00
230+00 A230+00 B
230+00 C
235+00
R-23
R-21.51
R-21.76
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
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 3FILE
NO
.: 12.001-JCP
-3
6,000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
SURVEY CONTROL MAP1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 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
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 4FILE
NO
.: 12.001-JCP
-4
1000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
UPDRIFT BEACH FILLPLAN VIEW
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1 RAI #19/15/14 MTP
CONSTRUCTIONACCESS ANDSTAGING AREA ISLOCATED AT R-16
2 RAI #212/31/14 MTP
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
R-19
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
MHW = El.+0.32 NAVD
-10
-15
-5
5
0
10
151
2001
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
+4.0'
+3.5'
-50
-50-100
-100
R-20
151
2001
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCEDESIGN BEACHFILL TEMPLATE
SCALE:H: 1" = 100'V: 1" = 10'
= FILL AREA
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 5FILE
NO
.: 12.001-JCP
-5
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
UPDRIFT BEACH FILLTYPICAL SECTIONS
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1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
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'
-10.0'
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
81.5'
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 6FILE
NO
.: 12.001-JCP
-6
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
TERMINAL GROIN DETAILS1 RAI #19/15/14 MTP
NOTE: STONE SIZESEXAGGERATED FOR
ILLUSTRATIVEPURPOSES ONLY
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2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
SCALE:H: 1" = 100'V: 1" = 10'
230+00
750
DISTANCE FROM SURVEY BASELINE (FEET)
1000 1050 1100 1150800 850 900 950550 600 650 700500
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
+2.5'
450400
151
2001
222+00
100 50 0550
DISTANCE FROM SURVEY BASELINE (FEET)
300 250 200 150500 450 400 350750 700 650 600800
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
+2.5'
850900
151
2001
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCEDESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCEDESIGN BEACHFILL TEMPLATE
= 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 8FILE
NO
.: 12.001-JCP
-8
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
NORTH BEACH FILLTYPICAL SECTIONS
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1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
R-31R-32 R-33
R-34 R-35 R-36R-37 R-38
R-39R-40
0
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
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 9FILE
NO
.: 12.001-JCP
-9
2000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
SOUTH BEACH FILLPLAN VIEW
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1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
R-32
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
800750
R-34
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
750
+2.5'
+2.5'
SCALE:H: 1" = 100'V: 1" = 10'
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
= FILL AREA
MHW = El.+0.32 NAVD
MHW = El.+0.32 NAVD
EC
L
EC
L
ECL = EROSION CONTROL LINE
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 10FILE
NO
.: 12.001-JCP
-10
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
SOUTH BEACH FILLTYPICAL SECTIONS
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1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
R-36
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
+2.5'
800750
R-38
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
750
+2.5'
SCALE:H: 1" = 100'V: 1" = 10'
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
MHW = El.+0.32 NAVD
MHW = El.+0.32 NAVD
EC
L
EC
L
= FILL AREA
ECL = EROSION CONTROL LINE
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 11FILE
NO
.: 12.001-JCP
-11
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
SOUTH BEACH FILLTYPICAL SECTIONS
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1 RAI #19/15/14 MTP
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
1200
SCALE: 1" = 1,200'
6000
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 12FILE
NO
.: 12.001-JCP
-12
2400
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
OFFSHORE BORROW AREA APLAN VIEW
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1 RAI #19/15/14 MTP
LEGEND= DESIGN DEPTH= TOLERANCE DEPTH
-33.5-35.5
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 13FILE
NO
.: 12.001-JCP
-13
1600
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
OFFSHORE BORROW AREA BPLAN VIEW
L
I
C
EN
S
E
F
L
O
R
I
D
A
1 RAI #19/15/14 MTP
LEGEND= DESIGN DEPTH= TOLERANCE DEPTH
-33.5-35.5
2 RAI #212/31/14 MTP
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
ELE
VA
TION
(FT NA
VD
)
DISTANCE ALONG PROFILE (FT)
A1 ALIGNMENT PROFILE
-40
-35
-30
-25
-20
0 500 1000 1500 2000 2500 3000 3500 4000 4500
ELE
VA
TION
(FT NA
VD
)
DISTANCE ALONG PROFILE (FT)
A2 ALIGNMENT PROFILE
-40
-35
-30
-25
-20
0 500 1000 1500 2000 2500 3000 3500 4000 4500
ELE
VA
TION
(FT NA
VD
)
DISTANCE ALONG PROFILE (FT)
A3 ALIGNMENT PROFILE
-40
-35
-30
-25
-20
0 500 1000 1500 2000 2500 3000 3500 4000 4500
EXISTING GRADE(MAY 2013)
51(TYP)
-34.0'
-36.0'-35.0'
-37.0'
-33.5'
-35.5'-34.5'
-36.5'
-32.5'
EXISTING GRADE(MAY 2013)
EXISTING GRADE(MAY 2013)
-32.5'
-34.5'
SCALE:H: 1" = 1000'V: 1" = 10'
= DESIGN DREDGE AREA
= 2 FOOT OVERDREDGE TOLERANCE
-34.5'-34.0'
-36.0'
-33.0'
-35.0'
-33.5'
-35.5'
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 14FILE
NO
.: 12.001-JCP
-14
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
OFFSHORE BORROW AREA ATYPICAL 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
4 USACE RAI4/16/15 MTP
ELE
VA
TION
(FT NA
VD
)
DISTANCE ALONG PROFILE (FT)
B1 ALIGNMENT PROFILE
-50
-45
-40
-35
-30
0 500 1000 1500 2000 2500 3000 3500
ELE
VA
TION
(FT NA
VD
)
DISTANCE ALONG PROFILE (FT)
B2 ALIGNMENT PROFILE
-50
-45
-40
-35
-30
0 500 1000 1500 2000 2500 3000 3500
EXISTING GRADE(MAY 2013)
51(TYP)
-38.0'
-40.0'
EXISTING GRADE(MAY 2013)
-41.5'
-43.5'
-41.0'
-43.0'
-39.0'
-41.0'
SCALE:H: 1" = 1000'V: 1" = 10'
= DESIGN DREDGE AREA
= 2 FOOT OVERDREDGE TOLERANCE
-37.5'
-39.5'
-40.0'
-42.0'
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 15FILE
NO
.: 12.001-JCP
-15
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
OFFSHORE BORROW AREA BTYPICAL 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
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 16FILE
NO
.: 12.001-JCP
-16
1600
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP
12+00
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
0
= DESIGN DREDGE AREA
100500 550300250200150 500450400350 650600-20
-50
EXISTING GRADE(JULY 2013)
DESIGN DEPTH-11' NAVD
DREDGE TOLERANCE-13' NAVD
41
DISTANCE FROM SURVEY BASELINE (FEET)
-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
EXISTING GRADE(JULY 2013)
DESIGN DEPTH-11' NAVD
DREDGE TOLERANCE-13' NAVD
41
DISTANCE FROM SURVEY BASELINE (FEET)
-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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 17FILE
NO
.: 12.001-JCP
-17
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 MTP
DISTANCE FROM SURVEY BASELINE (FEET)
ELE
VA
TION
(FT-NA
VD
)
32+00
-10
-15
-5
0
100500 550300250200150 500450400350 650600-20
-50-100
5
DESIGN DEPTH-11' NAVD
DREDGE TOLERANCE-13' NAVD
EXISTING GRADE(JULY 2013)
41
MHW = El.+0.32 NAVD
DISTANCE FROM SURVEY BASELINE (FEET)
ELE
VA
TION
(FT-NA
VD
)
40+00
-10
-15
-5
0
100500 550300250200150 500450400350 650600-20
-50-100
5
DESIGN DEPTH-9' NAVD
DREDGE TOLERANCE-11' NAVD
EXISTING GRADE(JULY 2013)
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 18FILE
NO
.: 12.001-JCP
-18
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 19FILE
NO
.: 12.001-JCP
-19
6,000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 MTP
R-10
100500 550
DISTANCE FROM MONUMENT (FEET)
300250200150 500450400350 700650600
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
100500 550
DISTANCE FROM MONUMENT (FEET)
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'
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCEDESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCEDESIGN BEACHFILL TEMPLATE
= 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 20FILE
NO
.: 12.001-JCP
-20
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 MTP
R-27
700650600 1150
DISTANCE FROM MONUMENT (FEET)
900850800750 110010501000950 130012501200
ELE
VA
TION
(FT-NA
VD
)
-10
-15
-5
5
0
10
151
1001
100500 550
DISTANCE FROM MONUMENT (FEET)
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'
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
EXISTING GRADE(JULY 2013)
+0.5' TOLERANCE
DESIGN BEACHFILL TEMPLATE
= FILL AREA
+2.5'
+2.5'
MHW = El.+0.32 NAVD
MHW = El.+0.32 NAVD
EC
L
ECL = EROSION CONTROL LINE
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 21FILE
NO
.: 12.001-JCP
-21
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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
MEAN HIGH WATER(JULY 2013)
NORTHBEACH FILL
LEMON BAY AQUATICPRESERVE BOUNDARY
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 22FILE
NO
.: 12.001-JCP
-22
1000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 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
EXISTING GRADE(JULY 2013)
-5.0'
101
EBB SHOAL RESTORATIONFILL TEMPLATE
101
DISTANCE FROM MONUMENT (FEET)
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 23FILE
NO
.: 12.001-JCP
-23
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 24FILE
NO
.: 12.001-JCP
-24
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 25FILE
NO
.: 12.001-JCP
-25
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 26FILE
NO
.: 12.001-JCP
-26
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
4 USACE RAI4/16/15 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
LEMON BAY AQUATICPRESERVE BOUNDARY
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 27FILE
NO
.: 12.001-JCP
-27
2000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 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
MEAN HIGH WATER(JULY 2013)
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:
BYDATE REVISION DESCRIPTIONNO.
CHARLOTTE COUNTY BOARD OF COMMISSIONERSCLIENT:
TITLE:
NAPLES, FLORIDA 341043106 SOUTH HORSESHOE DRIVE
Serving Florida Since 1977
SH
EE
T 28FILE
NO
.: 12.001-JCP
-28
2000
CIVIL ENGINEERINGSURVEY & MAPPING
COASTAL ENGINEERINGENVIRONMENTAL
PLANNING SERVICES
PHONE: (239)643-2324 FAX: (239)643-1143
www.coastalengineering.comE-Mail: [email protected]
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
= LEMON BAY AQUATIC PRESERVE BOUNDARY
3 RAI #34/6/15 MTP
4 USACE RAI4/16/15 MTP