Attachment_BConstruction_Drawings_SealedSykes_Creek_Ph_II.pdf
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- Attached to
- Sykes Creek Phase II Muck Removal
- Solicitation number
- B-8-26-36
- Issued by
- Brevard County, Florida
About this file
This document is a set of sealed construction drawings for the Sykes Creek Phase II Dredging Project in Brevard County, Florida. The project encompasses hydraulic dredging operations across multiple zones within Sykes Creek, with a total dredging volume of 352,400 cubic yards of muck removal. The base bid includes Zones 3A-North (68,300 cu. yds.) and 3B-South (157,300 cu. yds.), totaling 225,600 cubic yards, with four additional optional zones available for award: Option 1 Zone 3A-South (17,200 cu. yds.), Option 2 Zone 3B-North (34,700 cu. yds.), Option 3 Zone 1B.2 (38,100 cu. yds.), and Option 4 Zone 2 (38,800 cu. yds.). The contract requires furnishing all labor, materials, tools, equipment, and trucking to perform muck removal work. The drawings, sealed by Professional Engineer Kenneth R. Craig (PE#52605) of Taylor Engineering, Inc., dated June 2026, provide detailed existing conditions surveys, vibracore data indicating muck thickness and bottom elevations, dredging profiles, typical cross-sections, and project specifications across 22 sheets. The base bid zones must be completed prior to commencing work on any additional zones if awarded.
The project includes dredged material management at the Nandivada Property, with detailed site layout plans indicating 15-foot wetland offset buffers, fencing requirements, and pipeline access routes. Comprehensive erosion control measures are mandated, including Type III and IV silt fences, turbidity curtains with 5-foot seagrass buffers, manatee excluder grates on discharge pipes, and hay bale barriers. Environmental considerations are significant, with restrictions including a manatee dredging window restriction for multiple baseline locations, Outstanding Florida Waters designations, seagrass area protections, and mangrove buffer maintenance of 15 feet minimum. The project location is bounded by Township 24 South, Ranges 36 and 37 East, Sections 23, 24, 25, 26, 30, and 31. Aids to navigation including channel markers and danger shoal signage must be removed prior to dredging and reinstalled upon project completion, with removed signage to be preserved by the contractor for county reuse.
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Text version
ZONE 2
ZONE 1B.2
ZONE 3A - SOUTH
ZONE 3B - SOUTH
ZONE 3B - NORTH
ZONE 3A - NORTH
REFERENCES:
USGS 7.5' QUADRANGLE MAP
COURTENAY, FLORIDA 1976
USGS 7.5' QUADRANGLE MAP
COCOA, FLORIDA 1976
FLORIDA
NASSAU
ST. JOHNS
FLAGLER
VOLUSIA
BREVARD
INDIAN RIVER
ST. LUCIE
MARTIN
PALM BEACH
BROWARD
DADE
DUVAL
1"= 1,500' (22x34) 1"= 3,000' (11x17)
LOCATION MAP
N.T.S.
VICINITY MAP
PROJECT LOCATION
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
SYKES CREEK DREDGING PHASE II
CONSTRUCTION DRAWINGS
BREVARD COUNTY, FLORIDA
AD
AM
L U
C
EY
, 6 /2
4/
:5 8:
P
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:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-C ov er .d w g
DRAWING INDEX
DREDGING LOCATIONS
TOWNSHIP 24 SOUTH
RANGE 36 & 37 EAST
SECTIONS 23, 24, 25, 26, 30 & 31
Sheet List Table
C-1 COVER SHEET
C-2 PROJECT NOTES
C-3 PROJECT OVERVIEW
C-4 EXISTING CONDITIONS ZONE 3
C-5 EXISTING CONDITIONS ZONES 1 & 2
C-6 VIBRACORE LOCATIONS
C-7 THICKNESS OF MUCK ZONE 3
C-8 THICKNESS OF MUCK ZONES 2 & 3
C-9 THICKNESS OF MUCK ZONES 1 & 2
C-10 BOTTOM OF MUCK ELEVATIONS ZONE 3
C-11 BOTTOM OF MUCK ELEVATIONS ZONES 2 & 3
C-12 BOTTOM OF MUCK ELEVATIONS ZONES 1 & 2
C-13 BASELINE 1 PROFILE
C-14 BASELINE 1A, 9, 10 & 11 PROFILES
C-15 BASELINE 12 & 21 PROFILES
C-16 TYPICAL SECTIONS
C-17 TYPICAL SECTIONS
C-18 TYPICAL SECTIONS
C-19 TYPICAL SECTIONS
C-20 AIDS TO NAVIGATION CHANNEL MARKER PLAN & DETAILS
C-21 NANDIVADA SITE LAYOUT
C-22 EROSION CONTROL DETAILS
COUNTY IDENTIFIED
DMMA & STAGING
AREA
NANDIVADA PARCEL
SEAL
PROJECT TITLE
SHEET OFDATE
PROJECT NO
C-1C2024-098
JUN 2026
SYKES CREEK DREDGING
PHASE II
PROJECT ADDRESS
REGISTRY # 4815
10199 SOUTHSIDE BLVD
SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
TAYLOR
ENGINEERING, INC.
KENNETH R. CRAIG P.E.# 52605
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY KENNETH R. CRAIG II ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
SEAL
PROJECT TITLE
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
PROJECT NOTES
C-2
AD
AM
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C
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, 6 /2
4/
:5 8:
P
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:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-N ot es .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
AS SHOWN
KENNETH R. CRAIG P.E.# 52605
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
SY
KE
S
CR
EE
K
PK
W
Y
ULUMAY WILDLIFE SANCTUARY
HANNAH DR.
HOLLY AVE.
CONCORD AVE.
CUNNINGHAM AVE.
W
IL
EY
C
T.
BA
R
R
ET
T D
R
JA
N
IC
E
C T.
TH
EO
D O
R E
D R
FLORAL LN.
PLUM AVE.
PLUM AVE.
ISLAND DR.
JAC
AR
AN
D
A ST.
QUINCE AVE.
C
AP
TA
IN
'S R
O W
ANCHOR LN.
GLEN HAVEN DR.
PHYLLIS DR.
PHYLLIS DR.
GLEN HAVEN DR.
ANCHOR LN.
ISLAND DR.
N
BAN
AN
A R
IVER
D
R
H U
LA
C
IR
SA
R
O N
G C
IR
BI
KI
N I C
IR
BREVARD COUNTY PARKS &
RECREATION
SYKES CREEK PKWY
E RICHLAND AVE. SY
KE
S
CR
EE
K
PK
W
Y
AUDUBON R
D.
O
LD
A
UD
UB
O
N
RD
NEEDLE BLVD.
SABAL AVE.
PATRICK AVE.
BELAIR AVE. BELAIR AVE.
PAULA AVE.RIVERSIDE AVE.
H
AM
PT
O
N W
AY EL
EA
N O
R S
T.
M
AR
G
AR
ET
S
T.
NEEDLE
BLV
D.
ALABAMA AVE.
NEEDLE BLVD.
4T H
P L.
MAUNA LOA CT.
SAN CRISTOBAL CT.
CARRIOCA CT.
SUNDORO CT.
BACARDI DR.
N
EW
H
AM
PT
O
N W
AY
E R
IC
H
LA
N
D A
VE
MONTEGO BAY CT.
W
AI
KI
KI
D R
KO
LO
A D
R
CATALINA ISLE DR.
TIKI DR.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
2N D
S T.
1S T
ST
TIKI DR.
SURFSPRAY DR.
O U
TR
IG
G
ER
D R
TY
PH
O O
N D
R
M
AI
KA
I D
R
WAINAI DR.
MIKADO DR.
OAHU DR.
M
AL
AK
I D R
M O
N
TE
G O
B
AY
D R
. N
BECORA DR.
TRINIDAD DR.
C
AS
A
BL
AN
C
A D
R
POI CT.
CARACAS DR.
N
EW
H
AM
PT
O
N W
AY
D
IA
M O
N D
H
EA
D D
R
JACALA DR.
DAKAR DR.
SKYLARK AVE.
BALI DR.
E RICHLAND AVE.
SAMOA DR.
ULUMAY WILDLIFE SANCTUARY
SYKES CREEK
SHEET C-5, C-9 & C-12
SHEET C-8 & C-11
SHEET C-4, C-7 & C-10
SYKES CREEK
DREDGING
LIMITS
APPROXIMATE
SHORELINE
(TYPICAL)
SEAGRASS AREAS
(TYPICAL)
MANGROVE LOCATION (TYPICAL)
GENERALIZED PIPELINE LOCATION FOR
HYDRAULIC DREDGING (TYPICAL)
OUTSTANDING FLORIDA
WATER LOCATIONS
(TYPICAL)
ZONE 2
ZONE 3A - SOUTH
ZONE 3B - SOUTH
SHOAL
SHOAL
SHOAL
ZONE 1B.2
OUTSTANDING FLORIDA WATERS
NANDIVADA PROPERTY
DREDGED MATERIAL
MANAGEMENT AREA
SEAGRASS AREAS
(TYPICAL)
GENERALIZED PIPELINE
LOCATION FOR HYDRAULIC
DREDGING (TYPICAL)
EFFLUENT DISCHARGE
LOCATION
ZONE 3B - NORTH
ZONE 3A - NORTH
C R
AN
E
C R
EE
K
VOLUME SUMMARY
ZONE CUT (CU. YDS.)
BASE BID
3A - NORTH 68,300
223,600
3B - SOUTH 157,300
OPTION 1 3A - SOUTH 17,200 17,200
OPTION 2 3B - NORTH 34,700 34,700
OPTION 3 1B.2 38,100 38,100
OPTION 4 2 38,800 38,800
TOTAL CUT 352,400
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
PROJECT OVERVIEW
C-3
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-O ve rv ie w .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
N0
GRAPHIC SCALE
800' 1,600'400'
22X34: 1" = 400' 11X17: 1" = 800'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
DREDGE LIMITS
DREDGING VOLUME : 352,400 CU. YDS.
ALLOWABLE OVERDREDGE DEPTH FOR PAYMENT: 0.0 FT
SEAGRASS AREAS
OUTSTANDING FLORIDA WATERS
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
NOTE: BASE BID ZONES MUST BE COMPLETED
PRIOR TO COMMENCING WORK ON ADDITIONAL
ZONES (IF AWARDED).
APPROXIMATE SHORELINE
MANGROVE EDGE
KE
S
CREE
K
PK
W Y
O
LD
A
UD
UB
O
N
RD
MANGROVE BOUNDARY (TYP)
E RICHLAND AVE.
MAUNA LOA CT.
SAN CRISTOBAL CT.
CARRIOCA CT.
SUNDORO CT.
BACARDI DR.
N
EW
H
AM
PT
O N
W
AY
E R
IC
H
LA
N
D A
VE
MONTEGO BAY CT.
W
AI
KI
KI
D R
KO
LO
A D
R
.CATALINA ISLE DR.
TIKI DR.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
TIKI DR.
SURFSPRAY DR.
O U
TR
IG
G
ER
D R
TY
PH
O O
N D
R
M
AI
KA
I D
R
WAINAI DR.
MIKADO DR.
OAHU DR.
M
AL
AK
I D
R
M O
N
TE
G O
B
AY
D R
. N
BECORA DR.
TRINIDAD DR.
POI CT.
CARACAS DR.
N
EW
H
AM
PT
O
N W
AY
D
IA
M O
N D
H
EA
D D
R
JACALA DR.
DAKAR DR.
BALI DR.
SAMOA DR.
ULUMAY WILDLIFE
SANCTUARY
SYKES CREEK
M
AT
C H
LI
N
E C
-4 M
AT
C
H
LI
N E
C -5
ZONE 3
SHOAL
SHOAL
SHOAL
SHOAL
MATCHLINE C-4
MATCHLINE C-5
SEAGRASS
SEAGRASS LEGEND
MANGROVE / BRAZILIAN PEPPER
DREDGING LIMITS
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
EXISTING CONDITIONS
ZONE 3
C-4
AD
AM
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C
EY
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4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-E xt
C on d.
dw g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
N
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
REFERENCES:
1. EXISTING BATHYMETRY SHOWN ON THESE DRAWINGS, EXCLUDING ZONE 1B.2,
WAS PROVIDED TO TAYLOR ENGINEERING, INC. BY LAND & SEA SURVEYING
CONCEPTS, INC.. FINAL DRAWINGS DATED 2-14-15. ZONE 1B.2 SURVEYS WERE
PROVIDED AS PART OF PHASE I BY OCEANSIDE SOLUTIONS, LLC., ON 7-24-2023.
2. AERIALS REFERENCE: FLORIDA DEPARTMENT OF TRANSPORTATION, BREVARD
COUNTY, FLORIDA, 2012.
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
MANGROVE / BRAZILIAN PEPPER LOCATION (TYP)
KE
S
CR
EE
K
PK
W
Y
SY
KE
S
CR
EE
K
PK
W
Y
ULUMAY WILDLIFE
SANCTUARY
HANNAH DR.
HOLLY AVE.
CONCORD AVE.
CUNNINGHAM AVE.
W
IL
EY
C
T.
BA
R
R
ET
T D
R
JA
N
IC
E
C T.
TH
EO
D O
R E
D R
FLORAL LN.
PLUM AVE.
PLUM AVE.
ISLAND DR.
JAC
AR
AN
D
A ST.
QUINCE AVE.
C
AP
TA
IN
'S R
O W
ANCHOR LN.
GLEN HAVEN DR.
PHYLLIS DR.
PHYLLIS DR.
GLEN HAVEN DR.
ANCHOR LN.
ISLAND DR.
N
BAN
AN
A R
IVER
D
R
H U
LA
C
IR
SA
R
O N
G C
IR
BI
KI
N I C
IR
BREVARD COUNTY
PARKS & RECREATION
LIMITS OF
SURVEY
MANGROVE / BRAZILIAN PEPPER LOCATION (TYP)
TYPICAL 15' BUFFER
(MANGROVE / BRAZILIAN PEPPER)
LIMITS OF SURVEY
M
AT
C H
LI
N
E C
-4 M
AT
C
H
LI
N E
C -5
ZONE 2
SHOAL
SYKES CREEK
SYKES CREEK
ZONE 1B.2
MATCHLINE C-4
MATCHLINE C-5
NANDIVADA PROPERTY
DREDGED MATERIAL
MANAGEMENT AREA
SEAGRASS
SEAGRASS LEGEND
MANGROVE / BRAZILIAN PEPPER
DREDGING LIMITS
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
EXISTING CONDITIONS
ZONES 1 & 2
C-5
AD
AM
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C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-E xt
C on d.
dw g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
REFERENCES:
1. EXISTING BATHYMETRY SHOWN ON THESE DRAWINGS, EXCLUDING ZONE
1B.2, WAS PROVIDED TO TAYLOR ENGINEERING, INC. BY LAND & SEA
SURVEYING CONCEPTS, INC.. FINAL DRAWINGS DATED 2-14-15. ZONE 1B.2
SURVEYS WERE PROVIDED AS PART OF PHASE I BY OCEANSIDE
SOLUTIONS, LLC., ON 7-24-2023.
2. AERIALS REFERENCE: FLORIDA DEPARTMENT OF TRANSPORTATION,
BREVARD COUNTY, FLORIDA, 2012.
15' BUFFER (TYP)
MANGROVE LOCATIONS (TYP)
SEAGRASS AREA
APPROXIMATE SHORELINE
SEAGRASS
AREA
SEAGRASS
AREA
VIBRACORE N TOP OF MUCK
-12.70
VIBRACORE O TOP OF MUCK
-17.61
VIBRACORE P TOP OF MUCK
-5.98
VIBRACORE R TOP OF MUCK
-14.07
VIBRACORE S TOP OF MUCK
-10.86
VIBRACORE L TOP OF MUCK
-10.06
VIBRACORE L BOTTOM OF MUCK
-14.76
VIBRACORE M TOP OF MUCK
-12.70
VIBRACORE M BOTTOM OF MUCK
-18.80
VIBRACORE N BOTTOM OF MUCK
-18.80
VIBRACORE O BOTTOM OF MUCK
-20.46
VIBRACORE P BOTTOM OF MUCK
-8.28
VIBRACORE Q TOP OF MUCK
-7.18
VIBRACORE Q BOTTOM OF MUCK
-8.68
VIBRACORE R BOTTOM OF MUCK
-18.67
VIBRACORE S BOTTOM OF MUCK
-15.56
VIBRACORE I TOP OF MUCK
-11.58
VIBRACORE A BOTTOM OF MUCK
-18.98
VIBRACORE A TOP OF MUCK
-10.48
VIBRACORE AA BOTTOM OF MUCK
-20.35
VIBRACORE AA TOP OF MUCK
-15.35
VIBRACORE B BOTTOM OF MUCK
-15.14
VIBRACORE B TOP OF MUCK
-9.94
VIBRACORE BB BOTTOM OF MUCK
-17.00
VIBRACORE BB TOP OF MUCK
-14.40
VIBRACORE C BOTTOM OF MUCK
-16.49
VIBRACORE C TOP OF MUCK
-12.49
VIBRACORE CC BOTTOM OF MUCK
-15.76
VIBRACORE CC TOP OF MUCK
-13.41
VIBRACORE D BOTTOM OF MUCK
-14.67
VIBRACORE D TOP OF MUCK
-12.67
VIBRACORE DD BOTTOM OF MUCK
-17.74
VIBRACORE DD TOP OF MUCK
-14.54
VIBRACORE E BOTTOM OF MUCK
-17.92
VIBRACORE E TOP OF MUCK
-13.72
VIBRACORE F BOTTOM OF MUCK
-17.92
VIBRACORE F TOP OF MUCK
-12.62
VIBRACORE G BOTTOM OF MUCK
-14.67
VIBRACORE G TOP OF MUCK
-12.27
VIBRACORE H BOTTOM OF MUCK
-15.07
VIBRACORE H TOP OF MUCK
-13.47
VIBRACORE I BOTTOM OF MUCK
-16.58
VIBRACORE J BOTTOM OF MUCK
-14.24
VIBRACORE J TOP OF MUCK
-12.24
VIBRACORE K BOTTOM OF MUCK
-16.61
VIBRACORE K TOP OF MUCK
-14.21
VIBRACORE T BOTTOM OF MUCK
-19.17
VIBRACORE T TOP OF MUCK
-14.87
VIBRACORE U BOTTOM OF MUCK
-18.47
VIBRACORE U TOP OF MUCK
-14.97
VIBRACORE V BOTTOM OF MUCK
-18.77
VIBRACORE V TOP OF MUCK
-15.17
VIBRACORE W BOTTOM OF MUCK
-21.15
VIBRACORE W TOP OF MUCK
-14.30
VIBRACORE X BOTTOM OF MUCK
-18.78
VIBRACORE X TOP OF MUCK
-15.38
VIBRACORE Y BOTTOM OF MUCK
-15.80
VIBRACORE Y TOP OF MUCK
-13.80
VIBRACORE Z BOTTOM OF MUCK
-17.52
VIBRACORE Z TOP OF MUCK
-14.22
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
ZONE 2
ZONE 3A - SOUTH
ZONE 3B - SOUTH
SHO
AL
SHOAL
SHOAL
SHOAL
SHOAL
15' BUFFER (TYP)
SYKES CREEK
SYKES CREEK
ZONE 1B.2
15' BUFFER (TYP)
ZONE 3A - NORTH
ZONE 3B - NORTH
SEAGRASS AREA
VIBRACORE LOCATIONS
VIBRACORE DESCRIPTION
VIBRACORE A BOTTOM OF MUCK
VIBRACORE A TOP OF MUCK
VIBRACORE AA BOTTOM OF MUCK
VIBRACORE AA TOP OF MUCK
VIBRACORE B BOTTOM OF MUCK
VIBRACORE B TOP OF MUCK
VIBRACORE BB BOTTOM OF MUCK
VIBRACORE BB TOP OF MUCK
VIBRACORE C BOTTOM OF MUCK
VIBRACORE C TOP OF MUCK
VIBRACORE CC BOTTOM OF MUCK
VIBRACORE CC TOP OF MUCK
VIBRACORE D BOTTOM OF MUCK
VIBRACORE D TOP OF MUCK
VIBRACORE DD BOTTOM OF MUCK
VIBRACORE DD TOP OF MUCK
VIBRACORE E BOTTOM OF MUCK
VIBRACORE E TOP OF MUCK
VIBRACORE F BOTTOM OF MUCK
VIBRACORE F TOP OF MUCK
EASTING
755943.0000
755942.8000
756526.6244
756526.3400
756526.5000
756526.1000
756302.6986
756302.3400
755806.0580
755802.3411
756383.0072
756382.0361
755692.5000
755692.0000
756346.8240
756346.4700
755955.2500
755955.7410
756138.0000
756138.1000
NORTHING
1465543.0000
1465542.6000
1467046.0910
1467046.5200
1465784.0000
1465783.5000
1467401.3590
1467401.6100
1466931.4230
1466930.0770
1468392.4000
1468393.3060
1467345.0000
1467345.5000
1467996.7420
1467997.0100
1467750.3000
1467750.8310
1468170.0000
1468169.5000
DEPTH
(NAVD88)
-18.98
-10.48
-20.35
-15.35
-15.14
-9.94
-17.00
-14.40
-16.49
-12.49
-15.76
-13.41
-14.67
-12.67
-17.74
-14.54
-17.92
-13.72
-17.92
-12.62
VIBRACORE LOCATIONS
VIBRACORE DESCRIPTION
VIBRACORE G BOTTOM OF MUCK
VIBRACORE G TOP OF MUCK
VIBRACORE H BOTTOM OF MUCK
VIBRACORE H TOP OF MUCK
VIBRACORE I BOTTOM OF MUCK
VIBRACORE I TOP OF MUCK
VIBRACORE J BOTTOM OF MUCK
VIBRACORE J TOP OF MUCK
VIBRACORE K BOTTOM OF MUCK
VIBRACORE K TOP OF MUCK
VIBRACORE L BOTTOM OF MUCK
VIBRACORE L TOP OF MUCK
VIBRACORE M BOTTOM OF MUCK
VIBRACORE M TOP OF MUCK
VIBRACORE N BOTTOM OF MUCK
VIBRACORE N TOP OF MUCK
VIBRACORE O BOTTOM OF MUCK
VIBRACORE O TOP OF MUCK
VIBRACORE P BOTTOM OF MUCK
VIBRACORE P TOP OF MUCK
EASTING
755768.5000
755768.0000
755927.0000
755927.5000
754333.8065
754334.8032
754201.9060
754201.8018
755102.5645
755102.5645
762354.9665
762354.9665
761021.7640
761021.7640
760635.3371
760635.3371
760847.0215
760847.0215
761977.9393
761977.9393
NORTHING
1468568.5000
1468568.0000
1469250.3000
1469250.8000
1469004.6850
1469004.7600
1469719.9730
1469720.0950
1470570.3830
1470571.0930
1466891.7627
1466891.7627
1466209.7207
1466209.7207
1465532.5193
1465532.5193
1464958.1911
1464958.1911
1464598.5240
1464598.5240
DEPTH
(NAVD88)
-14.67
-12.27
-15.07
-13.47
-16.58
-11.58
-14.24
-12.24
-16.61
-14.21
-14.76
-10.06
-18.80
-12.70
-18.80
-12.70
-20.46
-17.61
-8.28
-5.98
VIBRACORE LOCATIONS
VIBRACORE DESCRIPTION
VIBRACORE Q BOTTOM OF MUCK
VIBRACORE Q TOP OF MUCK
VIBRACORE R BOTTOM OF MUCK
VIBRACORE R TOP OF MUCK
VIBRACORE S BOTTOM OF MUCK
VIBRACORE S TOP OF MUCK
VIBRACORE T BOTTOM OF MUCK
VIBRACORE T TOP OF MUCK
VIBRACORE U BOTTOM OF MUCK
VIBRACORE U TOP OF MUCK
VIBRACORE V BOTTOM OF MUCK
VIBRACORE V TOP OF MUCK
VIBRACORE W BOTTOM OF MUCK
VIBRACORE W TOP OF MUCK
VIBRACORE X BOTTOM OF MUCK
VIBRACORE X TOP OF MUCK
VIBRACORE Y BOTTOM OF MUCK
VIBRACORE Y TOP OF MUCK
VIBRACORE Z BOTTOM OF MUCK
VIBRACORE Z TOP OF MUCK
EASTING
761755.0331
761755.0331
759715.0700
759715.0700
758634.0500
758634.0500
757651.6407
757651.0500
755814.5976
755813.9500
755829.8827
755829.1100
756300.0144
756299.7100
755938.4126
755937.2400
756119.5531
756118.3600
756325.1206
756325.0100
NORTHING
1464259.3896
1464259.3896
1464355.9100
1464355.9100
1466348.0000
1466348.0000
1467006.5200
1467007.0300
1470604.2240
1470605.5900
1470247.4190
1470248.1500
1469806.0770
1469806.1300
1469880.6440
1469880.9400
1469112.6500
1469113.0400
1468600.1640
1468600.3500
DEPTH
(NAVD88)
-8.68
-7.18
-18.67
-14.07
-15.56
-10.86
-19.17
-14.87
-18.47
-14.97
-18.77
-15.17
-21.15
-14.30
-18.78
-15.38
-15.80
-13.80
-17.52
-14.22
N0
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
VIBRACORE LOCATIONS
C-6
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-V ib ra co re .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
1-888-404-FWCC
CAUTION
MANATEES
SEAGRASS
AREA
E RICHLAND AVE.
SY
KE
S
CR
EE
K
PK
W
Y
O
LD
A
UD
UB
O
N
RD
PAULA AVE.RIVERSIDE AVE.
MAUNA LOA CT.
SAN CRISTOBAL CT.
CARRIOCA CT.
SUNDORO CT.
BACARDI DR.
N
EW
H
AM
PT
O
N W
AY
E R
IC
H
LA
N
D A
VE
MONTEGO BAY CT.
W
AI
KI
KI
D R
KO
LO
A D
R
CATALINA ISLE DR.
TIKI DR.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
TIKI DR.
SURFSPRAY DR.
O U
TR
IG
G
ER
D R
TY
PH
O O
N D
R
M
AI
KA
I D
R
WAINAI DR.
MIKADO DR.
OAHU DR.
M
AL
AK
I D
R
M O
N
TE
G O
B
AY
D R
. N
BECORA DR.
TRINIDAD DR.
POI CT.
CARACAS DR.
N
EW
H
AM
PT
O
N W
AY
D
IA
M O
N D
H
EA
D D
R
DAKAR DR.
BALI DR.
E RICHLAND AVE.
SAMOA DR.
ULUMAY WILDLIFE SANCTUARY
SYKES C
R
EEK
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
DREDGING LIMITS BUFFER (TYP)
APPROXIMATE SHORELINE
DREDGING LIMITS BUFFER (TYP)
DREDGING LIMITS
EXISTING STRUCTURE (TYP)
M
AT
C H
LI
N
E C
-8 M
AT
C
H
LI
N E
C -9
MATCHLINE C-7
MATCHLINE C-8
MATCHLINE C-7
MATCHLINE C-8
ZONE 3A - NORTH
ZONE 3B - SOUTH
ZONE 2
BL-7
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
SHOAL
SHOAL
SHOAL
SHOAL
SYKES CREEK
15' BUFFER (TYP)
15' BUFFER (TYP)
ZONE 3A - SOUTH
ZONE 3B - NORTH
THICKNESS OF MUCK
RANGE
MAX.
(FT)
MIN.
(FT)
COLOR
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
THICKNESS OF MUCK
ZONE 3
C-7
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-M uc kD ep th .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
MANATEES
1-888-404-FWCC
CAUTION
MANATEES
SEAGRASS
AREA
SY
KE
S
CR
EE
K
PK
W
Y
E RICHLAND AVE.
SY
KE
S
CREE
K
PK
W Y
AUDUBON R
D.
O
LD
A
UD
UB
O
N
RD
NEEDLE BLVD.
SABAL AVE.
PATRICK AVE.
BELAIR AVE. BELAIR AVE.
PAULA AVE.RIVERSIDE AVE.
H
AM
PT
O
N W
AY
EL
EA
N O
R S
T.
M
AR
G
AR
ET
S
T.
NEEDLE
BLV
D.
ALABAMA AVE.
NEEDLE BLVD.
4T H
P L.
MAUNA LOA CT.
SAN CRISTOBAL CT.
N
EW
H
AM
PT
O
N W
AY
E R
IC
H
LA
N
D A
VE
MONTEGO BAY CT.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
BALI DR.
E RICHLAND AVE.
SEAGRASS AREA
M
AT
C H
LI
N
E C
-8 M
AT
C
H
LI
N E
C -9
M
AT
C H
LI
N
E C
-8 M
AT
C
H
LI
N E
C -9
MATCHLINE C-7
MATCHLINE C-8
MATCHLINE C-7
MATCHLINE C-8
DREDGING LIMITS
DREDGING LIMITS BUFFER (TYP)
ZONE 2
ZONE 3B - SOUTH
BL-7
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
BL-8
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
SHOAL
SYKES CREEK
15' BUFFER (TYP)
SEAGRASS
AREA
ZONE 3B - NORTH
THICKNESS OF MUCK
RANGE
MAX.
(FT)
MIN.
(FT)
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
THICKNESS OF MUCK
ZONES 2 & 3
C-8
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-M uc kD ep th .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
MANATEES
1-888-404-FWCC
CAUTION
MANATEES
1-888-404-FWCC
CAUTION
MANATEES
1-888-404-FWCC
CAUTION
MANATEES
1-888-404-FWCC
CAUTION
MANATEES
DREDGING
LIMITS
DREDGING LIMITS BUFFER (TYP)
MANGROVE LOCATION (TYP)
SEAGRASS
AREA
SEAGRASS AREA
ULUMAY WILDLIFE SANCTUARY
HANNAH DR.
HOLLY AVE.
CONCORD AVE.
CUNNINGHAM AVE.
W
IL
EY
C
T.
BA
R
R
ET
T D
R
JA
N
IC
E
C T.
TH
EO
D O
R E
D R
FLORAL LN.
PLUM AVE.
PLUM AVE.
ISLAND DR.
JAC
AR
AN
D
A ST.
QUINCE AVE.
C
AP
TA
IN
'S R
O W
ANCHOR LN.
GLEN HAVEN DR.
PHYLLIS DR.
PHYLLIS DR.
GLEN HAVEN DR.
ANCHOR LN.
ISLAND DR.
N
BAN
AN
A R
IVER
D
R
H U
LA
C
IR
SA
R
O N
G C
IR
BI
KI
N I C
IR
BREVARD COUNTY PARKS
& RECREATION AREA
SY
KE
S
CR
EE
K
PK
W
Y
MANGROVE
LOCATIONS
(TYP)
MANGROVES LOCATIONS (TYP)
M
AT
C H
LI
N
E C
-8 M
AT
C
H
LI
N E
C -9
M
AT
C H
LI
N
E C
-8 M
AT
C
H
LI
N E
C -9
MATCHLINE C-7
MATCHLINE C-8
ZONE 2
BL-14
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
BL-16
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
1-888-404-FWCC
CAUTION
MANATEES
BL-15
MANATEE DREDGING
WINDOW RESTRICTION
SEE NOTES ON SHEET C-2
15' BUFFER (TYP)
SHOAL
SYKES CREEK
ZONE 1B.2
SEAGRASS
AREA
DREDGING
LIMITS
SEAGRASS AREA
SEAGRASS
AREA
THICKNESS OF MUCK
RANGE
MAX.
(FT)
MIN.
(FT)
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
THICKNESS OF MUCK
ZONES 1 & 2
C-9
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-M uc kD ep th .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
0+00
2+00
50+57
0+00
2+004+00 6+00
8+00
10+00
12+00
14+00
16+00
18+00
20+00
22+00
24+00
26+00
28+00
30+00
32+00
34+00
36+00
+0
+0
+0
+0
+0
+0
+0
7+00 0+00
2+004+006+00
SEAGRASS
AREA
E RICHLAND AVE.
SY
KE
S
CREE
K
PK
W Y
O
LD
A
UD
UB
O
N
RD
PAULA AVE.RIVERSIDE AVE.
MAUNA LOA CT.
SAN CRISTOBAL CT.
CARRIOCA CT.
SUNDORO CT.
BACARDI DR.
N
EW
H
AM
PT
O
N W
AY
E R
IC
H
LA
N
D A
VE
MONTEGO BAY CT.
W
AI
KI
KI
D R
KO
LO
A D
R
CATALINA ISLE DR.
TIKI DR.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
TIKI DR.
SURFSPRAY DR.
O U
TR
IG
G
ER
D R
TY
PH
O O
N D
R
M
AI
KA
I D
R
WAINAI DR.
MIKADO DR.
OAHU DR.
M
AL
AK
I D
R
M O
N
TE
G O
B
AY
D R
. N
BECORA DR.
TRINIDAD DR.
POI CT.
CARACAS DR.
N
EW
H
AM
PT
O
N W
AY
D
IA
M O
N D
H
EA
D D
R
DAKAR DR.
BALI DR.
E RICHLAND AVE.
SAMOA DR.
ULUMAY WILDLIFE SANCTUARY
SYKES CREEK
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
SEAGRASS AREA
DREDGING LIMITS BUFFER (TYP)
APPROXIMATE SHORELINE
DREDGING LIMITS BUFFER (TYP)
DREDGING LIMITS
EXISTING STRUCTURE (TYP)
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
MATCHLINE C-10
MATCHLINE C-11
MATCHLINE C-10
MATCHLINE C-11
BA
SE
LI
NE
BASELINE 1
BASELINE 1
BASELINE 9
BASELINE 1
BASELINE 1A
ZONE 3A - NORTH
ZONE 3B - SOUTH
ZONE 2
SHOAL
15' BUFFER (TYP)
SHOALING AREA
15' BUFFER SHOAL
SHOAL
SHOAL
SYKES CREEK
SYKES CREEK
ZONE 3A - SOUTH
ZONE 3B - NORTH
NOTES:
1. CONTRACTOR TO FIELD VERIFY AND MAINTAIN
DREDGING LIMIT BUFFERS FOR ALL
STRUCTURES/FEATURES WHETHER
STRUCTURE/FEATURES ARE SHOWN ON
DRAWING OR NOT. SEE TECHNICAL
SPECIFICATIONS FOR BUFFER DIMENSIONS.
BOTTOM OF MUCK ELEVATION (NAVD88)
RANGE
MAX
ELEV (FT)
-36
-26
-16
-6
MIN
ELEV (FT)
-26
-16
-6
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BOTTOM OF MUCK
ELEVATIONS ZONE 3
C-10
AD
AM
L U
C
EY
, 6 /2
4/
:5 9:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-O pe n- Ea st .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
2+00
4+00
6+00
8+00
0+00
2+00
4+00
6+00
8+00
10+00
0+00
2+004+00 6+00
8+00
10+00
12+00
14+00
16+00
18+00
20+00
SEAGRASS
AREA
SY
KE
S
CREE
K
PK
W Y
E RICHLAND AVE.
SY
KE
S
CR
EE
K
PK
W
Y
AUDUBON R
D.
O
LD
A
UD
UB
O
N
RD
NEEDLE BLVD.
SABAL AVE.
PATRICK AVE.
BELAIR AVE. BELAIR AVE.
PAULA AVE.RIVERSIDE AVE.
H
AM
PT
O
N W
AY
EL
EA
N O
R S
T.
M
AR
G
AR
ET
S
T.
NEEDLE
BLV
D.
ALABAMA AVE.
NEEDLE BLVD.
4T H P
L.
MAUNA LOA CT.
SAN CRISTOBAL CT.
N
EW
H
AM
PT
O
N W
AY
MONTEGO BAY CT.
M O
N
TE
G O
B
AY
D R
. S
LA
R
KV
IE
W S
T.
BALI DR.
E RICHLAND AVE.
SEAGRASS AREA
SEAGRASS AREA
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
MATCHLINE C-10
MATCHLINE C-11
MATCHLINE C-10
MATCHLINE C-11
DREDGING
LIMITS (TYP)
DREDGING LIMITS
BUFFER (TYP)
BASELINE 1
BASELINE 9
BASELINE 1
BASELINE 21
ZONE 2
ZONE 3B - SOUTH
SHOAL
15' BUFFER (TYP) SYKES CREEK
SYKES CREEK
ZONE 3B - NORTH
SEAGRASS
AREA
NOTES:
1. CONTRACTOR TO FIELD VERIFY AND MAINTAIN
DREDGING LIMIT BUFFERS FOR ALL
STRUCTURES/FEATURES WHETHER
STRUCTURE/FEATURES ARE SHOWN ON
DRAWING OR NOT. SEE TECHNICAL
SPECIFICATIONS FOR BUFFER DIMENSIONS.
BOTTOM OF MUCK ELEVATION (NAVD88)
RANGE
MAX
ELEV (FT)
-36
-26
-16
-6
MIN
ELEV (FT)
-26
-16
-6
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BOTTOM OF MUCK
ELEVATIONS ZONES 2
& 3
C-11
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-O pe n- Ea st .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
GRAPHIC SCALE
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
15+24
2+00 4+00
6+
8+
+0
12+00
14+00
3+20
0+00
2+00
23+43
0+00
2+00
4+00
6+00
8+00
10+00
12+00
14+00
16+00
18+00
20+00
22+00
12+00
0+00
2+00
4+00
6+00
8+00
10+00
0+00
2+004+00 6+00
LIMITS OF
DREDGE
MANGROVE LOCATION
SEAGRASS
AREA
SEAGRASS AREA
SEAGRASS
AREA
SEAGRASS
AREA
SY
KE
S
CR
EE
K
PK
W
Y
ULUMAY WILDLIFE SANCTUARY
KIWANIS ISLAND
HANNAH DR.
HOLLY AVE.
CONCORD AVE.
CUNNINGHAM AVE.
W
IL
EY
C
T.
BA
R
R
ET
T D
R
JA
N
IC
E
C T.
TH
EO
D O
R E
D R
FLORAL LN.
PLUM AVE.
PLUM AVE.
ISLAND DR.
JAC
AR
AN
D
A ST.
QUINCE AVE.
C
AP
TA
IN
'S R
O W
ANCHOR LN.
GLEN HAVEN DR.
PHYLLIS DR.
PHYLLIS DR.
GLEN HAVEN DR.
ANCHOR LN.
ISLAND DR.
N
BAN
AN
A R
IVER
D
R
H U
LA
C
IR
SA
R
O N
G C
IR
BI
KI
N I C
IR
BREVARD COUNTY PARKS &
RECREATION AREA
SY
KE
S
CREE
K
PK
W Y
O
LD
A
UD
UB
O
N
RD
MANGROVE LOCATIONS (TYP)
MANGROVE LOCATIONS (TYP)
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
M
AT
C H
LI
N
E C
-1
MATCHLINE C-10
MATCHLINE C-11
DREDGING
LIMITS (TYP)
DREDGING LIMITS
BUFFER (TYP)
BASELINE 9
BASELINE 1
BASELINE 11
BASELINE 21
ZONE 2
ZONE 1B.2
15' BUFFER (TYP)
SHOAL
SYKES CREEK
SYKES CREEK
SYKES CREEK
SYKES CREEK
BASELINE 12
+8
+0
+0
+0
22+00
24+00
26+00
28+00
30+00
32+00
34+00 36+00 38+00 39+86
BASELINE 10
SEAGRASS
AREA
BASELINE 9
NOTES:
1. CONTRACTOR TO FIELD VERIFY AND MAINTAIN
DREDGING LIMIT BUFFERS FOR ALL
STRUCTURES/FEATURES WHETHER
STRUCTURE/FEATURES ARE SHOWN ON
DRAWING OR NOT. SEE TECHNICAL
SPECIFICATIONS FOR BUFFER DIMENSIONS.
BOTTOM OF MUCK ELEVATION (NAVD88)
RANGE
MAX
ELEV (FT)
-36
-26
-16
-6
MIN
ELEV (FT)
-26
-16
-6
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BOTTOM OF MUCK
ELEVATIONS ZONES 1
& 2
C-12
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-O pe n- Ea st .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
400' 800'200'
22X34: 1" = 200' 11X17: 1" = 400'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 1 PROFILE
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 1 PROFILE
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 1 PROFILE
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 1 PROFILE
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00
EXISTING TOP OF MUCK
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
PROFILE LEGEND
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
MUCK TO BE REMOVED
SHOAL SHOAL
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BASELINE 1 PROFILE
C-13
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-S ec tio ns
.d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
X
XXX
BASELINE 1 PROFILE
MAIN BASELINE IN SYKES CREEK - ZONE 3
50' 100'22X34: 1" = 50' 11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 9 PROFILE
-26 -24 -22 -20 -18 -16 -14 -12 -10
-8 -6 -4 -2
3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 11 PROFILE
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 1A PROFILE
-24 -22 -20 -18 -16 -14 -12 -10
-8 -6
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 10 PROFILE
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10
-8 -6 -4 -2
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 11 PROFILE
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10
13+00 13+50 14+00 14+50 15+00 15+50
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
PROFILE LEGEND
SHOAL
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BASELINE 1A, 9, 10 & 11
PROFILES
C-14
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-S ec tio ns
.d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
XXXX
CANAL PROFILES BASELINE 1A &
BASELINE 9 TO BASELINE 11 - ZONE 3
50' 100'22X34: 1" = 50' 11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 12 PROFILE
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10
-8 -6 -4
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET FROM BASELINE
BASELINE 21 PROFILE
-22 -20 -18 -16 -14 -12 -10
-8 -6 -4 -2
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
PROFILE LEGEND
MUCK TO BE REMOVED
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
BASELINE 12 & 21 PROFILES
C-15
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-S ec tio ns
.d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
CANAL PROFILES
BASELINE 12 & 21 - ZONE 3
50' 100'22X34: 1" = 50' 11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
9+00
-24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 3600-20-40-60
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
10+00
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 3800-20-40-60-80-100
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
12+00
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 4400-20-40-60-80-100-120-140-160-180
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
14+00
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 4800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600-620
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
18+00
-30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 3200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600-620-640-660-680-700-720-740-760-780-800-820-840-860-880-900-920-940-960-980-1000
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
TYPICAL SECTIONS
C-16
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-X -S ec tio ns .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
TYPICAL SECTIONS
50' 100'22X34: 1" = 50' (U.N.O.)
11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
SECTION LEGEND
EXISTING BOTTOM OF MUCK
MUCK TO BE REMOVED
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
22+00
-16 -14 -12 -10 -8 -6 -4 -2
-16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600-620-640-660-680
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
26+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
32+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120-140-160-180-200-220
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
36+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120-140-160-180-200-220-240
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
40+00
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1
46+00
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
TYPICAL SECTIONS
C-17
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-X -S ec tio ns .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
TYPICAL SECTIONS
50' 100'22X34: 1" = 50' (U.N.O.)
11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
SECTION LEGEND
EXISTING BOTTOM OF MUCK
MUCK TO BE REMOVED
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 1A
4+00
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 1000-20-40-60-80-100
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 9
4+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 9
6+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 4200-20-40-60-80-100-120-140-160-180
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 9
7+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 5200-20-40-60-80-100-120-140-160-180-200 EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 10
20+00
-18 -16 -14 -12 -10 -8 -6 -4 -2
-18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 10
22+00
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 10
24+00
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120-140-160-180-200-220-240-260
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 10
26+00
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120-140-160-180-200-220
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
TYPICAL SECTIONS
C-18
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-X -S ec tio ns .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
TYPICAL SECTIONS
50' 100'22X34: 1" = 50' (U.N.O.)
11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
SECTION LEGEND
EXISTING BOTTOM OF MUCK
MUCK TO BE REMOVED
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 11
2+00
-20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 1000-20-40-60-80-100-120 EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 11
6+00
-22 -20 -18 -16 -14 -12 -10
-8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 600-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 11
10+00
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120-140-160-180-200
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 11
13+00
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-32 -30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
DISTANCE IN FEET
BASELINE 12
2+00
-30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
-30 -28 -26 -24 -22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540-560-580-600-620-640
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
TYPICAL SECTIONS
C-19
AD
AM
L U
C
EY
, 6 /2
4/
:0 0:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
C
-0
-C
-X -S ec tio ns .d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
TYPICAL SECTIONS
50' 100'22X34: 1" = 50' (U.N.O.)
11X17: 1" = 100' VERT. SCALE: 1" = 10' (22x34) VERT. SCALE: 1" = 20' (11x17)
EXISTING TOP OF MUCK
DREDGE TEMPLATE (BOTTOM OF MUCK)
SECTION LEGEND
EXISTING BOTTOM OF MUCK
MUCK TO BE REMOVED
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
R28G27
G29
R30
R32G31
R34
G33
DANGER
SHOAL
DANGER SHOAL SIGN
R30
G29 R28
R26
DANGER
SHOAL
DANGER SHOAL SIGN
G23 R24
R22
G21
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN
SLOW SPEED
MANATEE
ZONE
MANATEE ZONE SIGN ZONE 2
ZONE 1B.2
ZONE 3
SHOAL
SHOAL
SHOAL
SYKES C
R
EEK
SYKES C
R
EEK
SYKES CREEK
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
AD
AM
L U
C
EY
, 6 /2
4/
:0 1:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
c2
4-
8- C
-A to
N -M ar ke rs .d w g
6'
VA
R
IA
BL
E
BA
SE
D O
N L
O C
AT
IO
N 8'
M
IN
IM
U
M E
M
BE
D M
EN
T
TREATED TIMBER PILE
6"
6'
VA
R
IA
BL
E
BA
SE
D O
N L
O C
AT
IO
N 8'
M
IN
IM
U
M E
M
BE
D M
EN
T
DAYBOARD
MEAN HIGH
WATER LINE
TREATED TIMBER PILE
6" WHITE REFLECTIVE TAPE
SECURED WITH (4) 38" LONG
STAINLESS STEEL STAPLES
WITH A MIN. 1" OVERLAP
APPLIED USING
ADHESIVE BACKING.
TYPE 304 58" STAINLESS STEEL
THROUGH BOLT OR
THREADED RODS, NUTS, FLAT
WASHERS, LOCK WASHERS,
AND NYLON SHOULDER WASHERS.
8" X 1.5" STAINLESS
STEEL LAG
BOLTS AND LOCK
WASHERS
6"
MUDLINE
PORT SIDE
N.T.S
STARBOARD SIDE
GRAPHIC SCALE
1,000' 2,000'500'
22X34: 1" = 500' 11X17: 1" = 1,000'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
N
NOTES:
1. CONTRACTOR SHALL REMOVE ALL AIDS TO NAVIGATION PRIOR TO START OF DREDGING WITH THE VICINITY OF
EXISTING SIGNAGE. THE CONTRACT NOTIFY THE U.S. COAST GUARD PRIOR TO REMOVAL.
2. UPON REMOVAL OF AIDS TO NAVIGATION, THE CONTRACTOR WILL TAKE CARE TO REMOVE SIGNAGE IN ORDER TO REUSE. CONTRACT SHALL PROVIDE ALL REMOVED SIGNAGE TO COUNTY TO STORE AND REUSE UPON PROJECT
COMPLETION.
3. CONTRACTOR MAY DISCARD OF EXISTING REMOVED PILES AND NEW PILES MUST BE INSTALLED UPON PROJECT
COMPLETION WITHIN THE WORK ZONE.
3/8" X 1.5" STAINLESS
STEEL LAG BOLTS
AND LOCK WASHERS.
TYPE 304 5/8" STAINLESS STEEL
THROUGH BOLTS OR THREADED
RODS, NUTS, FLAT WASHERS,
LOCK WASHERS, AND
NYLON SHOULDER WASHERS
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
AIDS TO NAVIGATION
CHANNEL MARKER PLAN &
DETAILS
C-20
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
AutoCAD SHX Text
MARKER AND PILING DETAIL
AutoCAD SHX Text NATURAL RESOURCES MANAGEMENT DEPARTMENT BOATING & WATERWAYS PROGRAM BREVARD COUNTY BOARD OF COUNTY COMMISSIONERS 2725 JUDGE FRAN JAMIESON WAY, RM. 219, BLDG. A, VIERA, FL 32940 Ph. (321) 633-2016, Fx. (321) 633-2029
W1 W2
W3 W4
W5 W6
W7 W8
W9
W11
W12
W13
W10
15' WETLAND OFFSET LINE
SET 36" WOODEN STAKE
MARKED "WL 15' OFFSET"
15' VEGETATED
CONSTRUCTION
OFFSET BUFFER
NORTHERN PROPERTY BOUNDARY
SHOWN FOR INFORMATIONAL
PURPOSES ONLY
SOUTHERN PROPERTY BOUNDARY
SHOWN FOR INFORMATIONAL
PURPOSES ONLY
EASTERN PROPERTY BOUNDARY
SHOWN FOR INFORMATIONAL
PURPOSES ONLY
NORTH LINE OF
SECTION 31
SET 5/8" IRON ROD AND CAP
(LB8411) AT EACH OF THE
WETLAND FLAG LOCATIONS
TAX PARCEL ID: 24-37-31-00-4
NANDIVADA PROPERTY
NANDIVADA PROPERTY
INGRESS/EGRESS
APPROXIMATE LOCATION OF
TEMPORARY CONSTRUCTION
FENCING TO BE INSTALLED
BY CONTRACTOR
APPROXIMATE LOCATION OF
TEMPORARY FENCE TO BE
INSTALLED BY CONTRACTOR
(NO CONSTRUCTION BUFFER
NEEDED)
NANDIVADA PARCEL INGRESS/ EGRESS.
GATE AND FENCING TO BE DETERMINED
AND CONSTRUCTED BY CONTRACTOR
APPROXIMATE LOCATION
OF PERMANENT FENCE TO BE
INSTALLED BY CONTRACTOR
PIPELINE ACCESS TO
NANDIVADA PROPERTY
CONTRACTOR SHALL MAINTAIN
15' CONSTRUCTION BUFFER
AREA MAY BE CLEARED BY
CONTRACTOR AS NEEDED
AND WITHIN PROPERTY LIMITS
APPROXIMATE LOCATION OF
ACOUSTICAL BARRIER SYSTEM
APPROXIMATE LOCATION OF
ACOUSTICAL BARRIER SYSTEM
WETLAND POINTS TABLE
POINT NAME
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12
W13
NORTHING
1464232.02
1464228.40
1464206.71
1464194.47
1464201.94
1464172.66
1464164.49
1464155.04
1464108.10
1464091.25
1464064.88
1464035.18
1464013.04
EASTING
762032.76
762040.62
762069.41
762088.62
762113.24
762130.06
762141.58
762162.73
762192.03
762198.24
762218.75
762208.53
762218.78
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
NANDIVADA SITE LAYOUT
C-21
AD
AM
L U
C
EY
, 6 /2
4/
:3 3:
P
M , X
:\s ys
\P ro je ct s\ C
-0
S yk es C re ek
\C on st ru ct io n\ c2
4-
Ph as e
II\
c2
4-
8- C
-D M
M A
Si te
.d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
AS SHOWN
N
FOR INFORMATION
ONLY- NOT FOR
CONSTRUCTION
XXXX
NANDIVADA SITE OVERVIEW
FOR INFORMATION ONLY- NOT FOR CONSTRUCTION
FOR INFORMATION ONLY- NOT FOR CONSTRUCTION
N O
R
EV
IS
IO
N S
/ S U
BM
IS
SI
O
N S
D
AT
E
ZO
N E
TAYLOR ENGINEERING INC.
10199 SOUTHSIDE BLVD.
BLDG ONE, SUITE 310
JACKSONVILLE, FLORIDA 32256
(904)-731-7040
REGISTRY # 4815
GRAPHIC SCALE
120' 240'60'
22X34: 1" = 60' 11X17: 1" = 120'
VERT. SCALE: 1" = 5' (22x34)VERT. SCALE: 1" = 10' (11X17)
LEGEND
= WETLAND FLAGW#
= WETLAND LIMITS SET 5/8 IRON ROD AND CAP - "LB8411"
= 15' OFFSET LIMIT
= PROPERTY BOUNDARY (FOR INFORMATIONAL PURPOSES ONLY)
= NANDIVADA BOUNDARY (FOR INFORMATIONAL PURPOSES ONLY)
= SECTION LINE
= CHAIN-LINK FENCE
= ACOUSTIC BARRIER SYSTEM
TYPE IV SILT FENCE
8"
1' MIN.
15"-18"3' OR
GREATER
POST (OPTIONS: 2" X 4"
OR 21
2 MIN. DIA. WOOD;
STEEL 1.33 LBS/FT. MIN.)
6' MAX
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 F.D.O.T. SPEC.)
SILT FLOW
FILTER FABRIC
20°
PRINCIPLE POST
POSITION (CANTED
20° TOWARD FLOW)
VE
R
TI
C
AL
OPTIONAL POST POSITIONS
ELEVATION SECTION
POST (OPTIONS: 4" X 4" OR 3"
MIN. DIA. WOOD; STEEL 1.33
LBS/FT. MIN.)
PRINCIPLE POST POSITION
(CANTED 20° TOWARD FLOW)
POULTRY MESH OR
TYPE A FENCE FABRIC
SILT FLOW
OPTIONAL POST POSITIONS
VE
R
TI
C
AL
POULTRY MESH (20. GA. MIN.) OR
TYPE A FENCE FABRIC
(INDEX NO. 452 & SEC. 985
F.D.O.T. SPEC.)
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 F.D.O.T. SPEC.) FILTER FABRIC
10' MAX
8"18" MIN.
3' OR
GREATER
3'
ELEVATION SECTION
20°
SILT FLOWSILT FLOW
DITCH INSTALLATION AND SPACING FOR TYPE III & TYPE IV FENCE TO BE IN
ACCORDANCE WITH SHEET 1 OF 3, F.D.O.T. INDEX NO. 102.
TYPE IV SILT FENCE TYPE III SILT FENCE
TYPE III OR TYPE IV SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLETS.
TYPE III OR TYPE IV SILT FENCE
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT
PERMANENT BODIES OF WATER.
SILT FLOW
TYPE III SILT FENCE
WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS
(APPROX. 12' X 12'). SECURE EDGES BY ENTRENCHING AND
EXTEND UNDER BAGS AND BALES. FABRIC SHALL MEET THE
REQUIREMENTS OF SECTION F.D.O.T. 985 OF THE STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED
ALONG THE UPSTREAM EDGE OF BALES.
ANCHOR LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE.
ANCHOR TOP BALES TO LOWER BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE
TYPE II TYPE I
ELEVATIONELEVATION
PLAN
FL
O
W
PLAN
APPLICATION AND SPACING OF TYPES I & II HAY BALE BARRIERS SHELL BE IN ACCORDANCE WITH SHEET 1 OF 3, F.D.O.T. INDEX NO. 102
SAND BAGS
5' MIN.
LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED
ALONG THE UPSTREAM EDGE OF BALES.FL
O W
POST
RAIL
5'
(TYP.)
1' MINIMUM
RECOMMENDED
5'
(TYP.)
1' MINIMUM
RECOMMENDED
1' MIN. RECOMMENDED
FL
O
W
SOD
SOD
RAIL POST
PLAN
ELEVATION
ANCHOR BALES WITH
2 - 2" X 2" X 4'
STAKES PER BALE.
LOOSE SOIL PLACED BY SHOVEL
AND LIGHTLY COMPACTED
ALONG UPSTREAM EDGE OF
BALES.
SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED IN ACCORDANCE WITH CHART I, SHEET 1 OF 3, INDEX NO. 102 OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS.
CROSS-SECTION OF A PROPERLY
INSTALLED STRAW BALE
BINDING WIRE
OR TWINE
FILTERED RUNOFF
STAKED AND ENTRENCHED
STRAW BALE
COMPACTED SOIL
TO PREVENT
PIPING
SEDIMENT
LADEN
RUNOFF
1. SET POSTS AND EXCAVATE A
8"x4" TRENCH UPSLOPE ALONG
THE LINE OF POSTS
2. STAPLE WIRE
FENCING TO THE
POSTS.
3. ATTACH THE FILTER
FABRIC TO THE WIRE FENCE
AND EXTEND IT INTO THE
TRENCH.
4. BACKFILL AND
COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC
AND WIRE INTO THE
TRENCH.
8"
4"
FILTER FABRIC
1'
TURBIDITY CURTAIN DETAIL
CROWN BUOY
MOORING BUOY BOOM
WATER LEVEL
ROPE
ANCHOR
CHAIN
CURTAIN WEIGHT
ROPE
SILT CURTAIN
BOTTOM SEDIMENT
XX
XX
XX XX XX XX
XX
XX
XX
XX
XXXXXXXX
XX
TURBIDITY CURTAIN PLAN DETAIL
TURBIDITY CURTAIN
5' BUFFER FROM SEAGRASS BOUNDARY
5' BUFFER
SEAGRASS
SEAGRASS BOUNDARY
18 (OR 22) OZ. VINYL
COVERED NYLON
TURBIDITY CURTAIN - TYPE II
5/16 IN. CHAIN
BALLAST & LOAD LINE
STRESS PLATESTRESS BAND
PVC
SLOT-CONNECTOR FLOATATION
100 FT. STANDARD LENGTH
DEPTH ACCORDING
TO NEED
FOLDS EVERY 6 FEET
TOP LOAD LINE
5/16 VINYL COATED
CABLE
WATER
SEAL
GALVANIZED #24
SAFETY HOOK
STRESS PLATE
(TO REMOVE
PRESSURE
FROM FLOATS)
EXISTING
EBB
FLOW
PROPOSED TOE
OF SLOPE
*THIS DISTANCE IS VARIABLE
SHORELINE
ANCHOR PT. SHORELINE
ANCHOR PT.
ANCHOR &
ANCHOR BUOY
BARRIER MOVEMENT
DUE TO TIDAL CHANGE
FILL AREA
DISCHARGE PIPE
45° ELBOW
BACK-UP RING
DISCHARGE
DISCHARGE
FLOW FROM
DEWATERING
FACILITY
MANATEE EXCLUDER GRATE
BOLTED
CONNECTION
(TYP)
MANATEE EXCLUDER GRATE SIDE VIEW
MANATEE EXCLUDER GRATE
8" MAX. BAR
SPACING
BOLT PATTERN AND
SIZE TO MATCH
BACK-UP RING
OPENING SIZE
TO MATCH
BACK-UP RING
SEAL
PROJECT TITLE
DESIGNED
DRAWN
CHECKED
REVIEWED
DATE
SCALE
PROJECT NO
DRAWING TITLE
SHEET OF
21 3 4 5 6 7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
21 3 4 5 6 7 8
EROSION CONTROL
DETAILS
C-22
AD
AM
L U
C
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, 6 /2
4/
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-E ro s- C on t.d w g
C2024-098
AL
AF
AL
KRC
JUN 2026
SYKES CREEK DREDGING
PHASE II
BREVARD COUNTY, FLORIDA
AS SHOWN
KENNETH R. CRAIG P.E.# 52605
SILT FENCE TYPE III & IV
SCALE: N.T.S.
BARRIER FOR PAVED DITCH
SCALE: N.T.S.
CONSTRUCTION DETAILS FOR SILT FENCES
SCALE: N.T.S.
STAKED HAY BALE
SCALE: N.T.S.
HAY BARRIERS TYPE I & II
SCALE: N.T.S.
EROSION CONTROL AND GRASSING/SODDING NOTES:
1. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN EROSION CONTROL MEASURES AS NECESSARY TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND COMPLY WITH STATE WATER QUALITY CRITERIA FOR STORMWATER DISCHARGE. EROSION CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO TURBIDITY SCREENS, MULCHING, HAY BALES, AND SILT FENCE. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSTRUCTION COSTS, AND FINES.
2. DISTURBED AREAS NOT INCLUDING ROADWAYS AND WETLANDS SHALL BE SEEDED/GRASSED, FERTILIZED, MULCHED, AND MAINTAINED IN ACCORDANCE WITH CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS AT ALL DISTURBED AREAS PER CITY STANDARDS AND
SPECIFICATIONS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS.
4. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE ENTIRE DURATION OF THE PROJECT OR UNTIL SODDING AND/OR GRASS IS ESTABLISHED.
5. EROSION CONTROL MEASURES SHALL BE PLACED TO CONTAIN ALL POINTS OF DISCHARGE TO SURFACE WATERS OR WETLANDS INCLUDING CURB INLETS, DITCH BOTTOM INLETS, DITCHES, AND DOWNSTREAM PORTIONS OF STREAMS AND TIDAL WATERS ADJACENT TO CONSTRUCTION.
6. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A NPDES PERMIT TO FDEP.
7. THE CONTRACTOR SHALL WRAP STORM GRATES IN FILTER FABRIC TO PREVENT…
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