SAN CARLOS BLVD ESTERO ISLAND · 3. elevations shown hereon are in feet and tenths and referenced...
6
N.E. HURRICANE BAY MAINTENANCE DREDGING CONSTRUCTION PLAN SET PREPARED FOR: LEE COUNTY CLIENT: TITLE: FILE NO.: 19168-C-1 SHEET 1 NO. REVISION DESCRIPTION DATE BY COASTAL 3106 SOUTH HORSESHOE DRIVE COASTAL & MARINE ENGINEERING ENGINEERING CONSULTANTS INC. ENVIRONMENTAL & GEOLOGICAL SERVICES SURVEY AND MAPPING NAPLES, FLORIDA 34104 PHONE: (239)643-2324 FAX: (239)643-1143 www.coastalengineering.com A CECI GROUP COMPANY E-Mail: [email protected] Serving Florida Since 1977 THIS DOCUMENT, AND THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY COASTAL ENGINEERING CONSULTANTS, INC. (CECI) OR ITS SUBSIDIARIES SHALL BE WITHOUT LIABILITY TO CECI OR ITS SUBSIDIARIES. CHECKED: F.B. ACAD NO. PG. DRAWN: DATE: REF. NO. SCALE: SEC. TWP. RNG. AS NOTED 19168-C.dwg 19.168 2/17/2020 SDB MAK N.E. HURRICANE BAY MAINTENANCE DREDGING COVER SHEET SHEET INDEX 1. COVER SHEET 2. PLAN VIEW 3. CROSS SECTIONS 4. CROSS SECTIONS 5. CROSS SECTIONS 6. CROSS SECTIONS NORTH PROJECT LOCATION SUMMERLIN RD N.T.S. LEE COUNTY N.T.S. PROJECT LOCATION LEE COUNTY M A R K A . K I N C A I D P R O F E S S I O N A L E N G I N E E R L I C E N S E F L O R I D A STATE OF No 58654 PROJECT LOCATION ENGINEERING: CA 2464 SURVEYING: LB 2464 NOTES 1. BATHYMETRIC SURVEY COMPLETED BY COASTAL ENGINEERING CONSULTANTS, INC., ON MAY 31, 2019. 2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83). 3. ELEVATIONS SHOWN HEREON ARE IN FEET AND TENTHS AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). REFERENCE BENCHMARK: 872 5368 TIDAL 4, N: 773,021.41', E: 675,831.90', ELEV: 2.48'. 4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND REFERENCED TO NAVD88. 5. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING MANUAL, 1 JAN 02. 6. INFORMATION SHOWN HEREON REFLECTS CONDITIONS AS THEY EXISTED ON THE SURVEY DATE SHOWN AND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AT THAT TIME. 7. AERIAL PHOTOGRAPHY OBTAINED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION, DATED 2019. TIDAL DATUMS AT ESTERO ISLAND, MATANZAS PASS ARE BASED ON FLORIDA 872 5366 TIME PERIOD = JUNE 1973 - JUNE 1973 = 1983 - 2001 CONTROL TIDE STATION = NAPLES, GULF OF ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN MEAN HIGH WATER (MHW) = +0.16 FT NAVD MEAN LOW WATER (MLW) = -1.64 FT NAVD MEAN LOWER LOW WATER (MLLW) = -2.18 FT NAVD NAVD 1988. TIDAL EPOCH MEAN HIGHER HIGH WATER (MHHW) = +0.42 FT NAVD MEXICO (872 5110) PUBLISHED TIDAL INFORMATION LENGTH OF SERIES = 1 MONTH ESTERO ISLAND SAN CARLOS BLVD SAN CARLOS BAY GULF OF MEXICO
Transcript of SAN CARLOS BLVD ESTERO ISLAND · 3. elevations shown hereon are in feet and tenths and referenced...
N.E. HURRICANE BAY MAINTENANCE DREDGINGCONSTRUCTION PLAN SET
PREPARED FOR:
LEE COUNTY
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-1
SHEET 1
NO
.R
EVIS
ION
DES
CR
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ON
DAT
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CO
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SHEET INDEX
1. COVER SHEET2. PLAN VIEW3. CROSS SECTIONS4. CROSS SECTIONS5. CROSS SECTIONS6. CROSS SECTIONS
NORTH
PROJECTLOCATION
SUMMERLIN RD
N.T.S.
LEE COUNTYN.T.S.
PROJECT LOCATION
LEE
CO
UN
TY
MARK A . K I NCA I D
PR
OF E S S I O N A L E N G
I NE
ER
L I C E N S E
F L O R I D ASTATE OF
No 58654
PROJECT LOCATION
ENG
INEE
RIN
G: C
A 24
64SU
RVE
YIN
G: L
B 24
64
NOTES
1. BATHYMETRIC SURVEY COMPLETED BY COASTAL ENGINEERING CONSULTANTS, INC., ON MAY 31, 2019.2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE WEST ZONE
OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).3. ELEVATIONS SHOWN HEREON ARE IN FEET AND TENTHS AND REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 1988). REFERENCE BENCHMARK: 872 5368 TIDAL 4, N: 773,021.41', E:675,831.90', ELEV: 2.48'.
4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND REFERENCED TONAVD88.
5. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WEREFOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHICSURVEYING MANUAL, 1 JAN 02.
6. INFORMATION SHOWN HEREON REFLECTS CONDITIONS AS THEY EXISTED ON THE SURVEY DATE SHOWNAND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AT THAT TIME.
7. AERIAL PHOTOGRAPHY OBTAINED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION, DATED 2019.
TIDAL DATUMS AT ESTERO ISLAND, MATANZAS PASSARE BASED ON FLORIDA 872 5366
TIME PERIOD = JUNE 1973 - JUNE 1973= 1983 - 2001
CONTROL TIDE STATION = NAPLES, GULF OF
ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN
MEAN HIGH WATER (MHW) = +0.16 FT NAVDMEAN LOW WATER (MLW) = -1.64 FT NAVDMEAN LOWER LOW WATER (MLLW) = -2.18 FT NAVD
NAVD 1988.
TIDAL EPOCH
MEAN HIGHER HIGH WATER (MHHW) = +0.42 FT NAVD
MEXICO (872 5110)
PUBLISHED TIDAL INFORMATION
LENGTH OF SERIES = 1 MONTH
ESTERO ISLAND
SAN
CAR
LOS
BLVD
SAN CARLOS BAY
GULF OF MEXICO
SAN CARLO
S BLV
D
HURRICANEBAY
SURVEY BASELINEBOTTOM OFDREDGE CUT (TYP)
ISLE OF PALMS DR
GREY HERON C
T
SURVEY BASELINE
50'
40'
40'
SSMW / ISNW
SLOW DOWN MIN WAKE
PILE
SLOW DOWN MIN WAKE
G"23" SSMW/25 MPH
R"22"
G"19"
R"20"G"17"
R"16"
R"14"G"13"
R"12"G"11"
R"10"
G"9"
G"7"
R"8"
R"6"
G"5"
G"3" ISNW/SS 25 MPH
R"4"
G"1"
R"2"
R"20"
G"21" ISNW/SS 25MPH
R"22"
100+00
102+00
104+00
106+00
108+00
110+00
111+00
59+00
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
TEMPORARY BENCHMARKDESC: TBM SW CORNERN: 774,599.26E: 673,625.53EL: 2.0'
SURVEY BASELINE TABLELINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
LENGTH
275'
225'
100'
400'
250'
450'
200'
700'
150'
50'
50'
50'
50'
550'
200'
150'
50'
50'
100'
200'
400'
400'
250'
300'
300'
1100'
DIRECTION
N32° 01' 44"W
N21° 01' 35"E
N17° 44' 02"E
N2° 54' 07"E
N16° 23' 29"E
N28° 22' 14"E
N26° 56' 16"E
N28° 22' 17"E
N30° 41' 26"E
N22° 38' 47"E
N14° 57' 02"E
N10° 45' 58"E
N1° 23' 54"E
N5° 45' 02"W
N15° 16' 08"W
N18° 30' 35"W
N11° 12' 40"W
N4° 26' 21"W
N0° 14' 26"E
N0° 26' 18"W
N2° 59' 42"W
N9° 23' 28"E
N9° 57' 44"E
N7° 58' 39"E
N4° 54' 52"W
N88° 38' 44"E
START POINT (X, Y)
(673,716.9', 774,770.2')
(673,571.0', 775,003.3')
(673,651.8', 775,213.3')
(673,682.2', 775,308.6')
(673,702.5', 775,708.1')
(673,773.0', 775,947.9')
(673,986.8', 776,343.8')
(674,077.4', 776,522.2')
(674,410.1', 777,138.1')
(674,486.6', 777,267.1')
(674,505.9', 777,313.2')
(674,518.8', 777,361.5')
(674,528.1', 777,410.6')
(674,529.4', 777,460.6')
(674,474.2', 778,007.8')
(674,421.6', 778,200.8')
(674,374.0', 778,343.0')
(674,364.2', 778,392.1')
(674,360.4', 778,441.9')
(674,360.8', 778,541.9')
(674,359.2', 778,741.9')
(674,338.4', 779,141.4')
(674,403.6', 779,536.0')
(674,446.9', 779,782.2')
(674,488.5', 780,079.3')
(674,186.8', 780,099.3')
END POINT (X, Y)
(673,571.0', 775,003.3')
(673,651.8', 775,213.3')
(673,682.2', 775,308.6')
(673,702.5', 775,708.1')
(673,773.0', 775,947.9')
(673,986.8', 776,343.8')
(674,077.4', 776,522.2')
(674,410.1', 777,138.1')
(674,486.6', 777,267.1')
(674,505.9', 777,313.2')
(674,518.8', 777,361.5')
(674,528.1', 777,410.6')
(674,529.4', 777,460.6')
(674,474.2', 778,007.8')
(674,421.6', 778,200.8')
(674,374.0', 778,343.0')
(674,364.2', 778,392.1')
(674,360.4', 778,441.9')
(674,360.8', 778,541.9')
(674,359.2', 778,741.9')
(674,338.4', 779,141.4')
(674,403.6', 779,536.0')
(674,446.9', 779,782.2')
(674,488.5', 780,079.3')
(674,462.8', 780,378.2')
(675,286.4', 780,125.3')
BOTTOM OFPERMITTEDDREDGE CUT
L1
L2
L3
L4
L5
L6
L7
L8
L9L10 L11 L12 L1
3
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
5'(MIN)
TYPICAL OFFLOAD SITE SECTIONN.T.S.
(VARIES) 3' MIN (TYP)
1H:1V SLOPE MIN.(TYP)
EXISTINGGRADE
2H:1V SLOPE MIN.(TYP)
= EXISTING CHANNEL MARKERS0+00 = CHANNEL STATION
LEGEND
0 400200100
= IDLE SPEED NO WAKE= SLOW SPEED MINIMUM WAKE
ISNWSSMW
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-2
SHEET 2
NO
.R
EVIS
ION
DES
CR
IPTI
ON
DAT
EBY
CO
ASTA
L
3106
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(239
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MARK A . K I NCA I D
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No 58654
ENG
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= DREDGE AREA
ELEV. (FT NAVD
)
0+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
1+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
2+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
3+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
4+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
5+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
6+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
7+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
8+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
9+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
10+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
11+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
12+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
13+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
14+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
15+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
16+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
17+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
0+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
1+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
2+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
3+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
4+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
5+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
6+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
7+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
8+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
9+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
10+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
11+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
12+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)13+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
14+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
15+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
16+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
17+00
-10
-5
0
0 50 100 1500-50-100-150
DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT)
SCALE:H: 1" = 50'V: 1" = 5'
LEGEND:
= DREDGE AREA
= PERMITTED DREDGE CUT
= EXISTING GRADE (5/31/2019)
50'
31
-6.6' NAVD(-5' MLW)
50'
31
-6.6' NAVD(-5' MLW)
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-3
SHEET 3
NO
.R
EVIS
ION
DES
CR
IPTI
ON
DAT
EBY
CO
ASTA
L
3106
SO
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SHO
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ENG
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GC
ON
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INC
.
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FLO
RID
A 34
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PHO
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(239
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4 F
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239)
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1143
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RVE
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ELEV. (FT NAVD
)
18+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
19+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
20+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
21+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
22+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
23+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
24+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
25+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
26+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
27+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
28+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
29+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
30+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
31+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
32+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
33+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
34+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
35+50
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
18+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
19+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
20+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
21+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
22+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
23+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
24+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
25+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
26+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
27+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
28+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
29+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
30+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)31+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
32+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
33+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
34+00
-10
-5
0
0 50 100 1500-50-100-150
ELEV. (FT NAVD
)
35+00
-10
-5
0
0 50 100 1500-50-100-150
DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT)
50'
31
-6.6' NAVD(-5' MLW)
50'
31
-6.6' NAVD(-5' MLW)
SCALE:H: 1" = 50'V: 1" = 5'
LEGEND:
= DREDGE AREA
= PERMITTED DREDGE CUT
= EXISTING GRADE (5/31/2019)
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-4
SHEET 4
NO
.R
EVIS
ION
DES
CR
IPTI
ON
DAT
EBY
CO
ASTA
L
3106
SO
UTH
HO
RSE
SHO
E D
RIV
E
ENG
INEE
RIN
GC
ON
SULT
ANTS
INC
.
NAP
LES,
FLO
RID
A 34
104
PHO
NE:
(239
)643
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4 F
AX: (
239)
643-
1143
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cifl.
com
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ing
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CU
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ELEV. (FT NAVD
)
36+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
37+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
38+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
39+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
40+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
41+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
42+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
43+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
44+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
45+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
46+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
47+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
48+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
49+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
50+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
51+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
52+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
53+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
54+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
55+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
36+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
37+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
38+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
39+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
40+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
41+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
42+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
43+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
44+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
45+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
46+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
47+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
48+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
49+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
50+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
51+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
52+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
53+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
54+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
55+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
56+00
-10
-5
0
0 50 1000-50-100
DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT)
50'
31
-6.6' NAVD(-5' MLW)
50'
31
-6.6' NAVD(-5' MLW)
SCALE:H: 1" = 50'V: 1" = 5'
LEGEND:
= DREDGE AREA
= PERMITTED DREDGE CUT
= EXISTING GRADE (5/31/2019)
ELEV. (FT NAVD
)
56+50
-10
-5
0
0 50 1000-50-100ELEV. (FT N
AVD)
57+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
57+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
58+00
-10
-5
0
0 50 1000-50-100
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-5
SHEET 5
NO
.R
EVIS
ION
DES
CR
IPTI
ON
DAT
EBY
CO
ASTA
L
3106
SO
UTH
HO
RSE
SHO
E D
RIV
E
ENG
INEE
RIN
GC
ON
SULT
ANTS
INC
.
NAP
LES,
FLO
RID
A 34
104
PHO
NE:
(239
)643
-232
4 F
AX: (
239)
643-
1143
ww
w.c
oast
alen
gine
erin
g.co
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A C
ECI G
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UP
CO
MPA
NY
E-M
ail:
info
@ce
cifl.
com
Serv
ing
Flor
ida
Sinc
e 19
77
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DO
CU
MEN
T, A
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E C
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64
ELEV. (FT NAVD
)
100+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
100+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
101+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
101+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
102+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
102+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
103+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
103+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
104+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
104+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
105+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
105+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
106+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
106+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
107+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
107+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
108+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
108+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
109+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
109+50
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
110+00
-10
-5
0
0 50 1000-50-100
ELEV. (FT NAVD
)
110+50
-10
-5
0
0 50 1000-50-100
DISTANCE FROM SURVEY BASELINE (FT) DISTANCE FROM SURVEY BASELINE (FT)
DISTANCE FROM SURVEY BASELINE (FT)
40'
31
-6.6' NAVD(-5' MLW)
40'
31
-6.6' NAVD(-5' MLW)
SCALE:H: 1" = 50'V: 1" = 5'
LEGEND:
= DREDGE AREA
= PERMITTED DREDGE CUT
= EXISTING GRADE (5/31/2019)
CLI
ENT:
TITL
E:
FILE NO.: 19168-C-6
SHEET 6
NO
.R
EVIS
ION
DES
CR
IPTI
ON
DAT
EBY
CO
ASTA
L
3106
SO
UTH
HO
RSE
SHO
E D
RIV
E
ENG
INEE
RIN
GC
ON
SULT
ANTS
INC
.
NAP
LES,
FLO
RID
A 34
104
PHO
NE:
(239
)643
-232
4 F
AX: (
239)
643-
1143
ww
w.c
oast
alen
gine
erin
g.co
m
A C
ECI G
RO
UP
CO
MPA
NY
E-M
ail:
info
@ce
cifl.
com
Serv
ing
Flor
ida
Sinc
e 19
77
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DO
CU
MEN
T, A
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E C
ON
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ENG
INEE
RIN
G: C
A 24
64SU
RVE
YIN
G: L
B 24
64
