Seminole_Boat_Ramp_-_Project_Plans_S+S_(1).pdf
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- Attached to
- Seminole Boat Ramp
- Solicitation number
- 26-0075-MA
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
Seminole Boat Ramp Repair - Project Plans Summary
This document comprises the project plans and bid documents for the Seminole Boat Ramp Repair project prepared by First Line Coastal on behalf of the City of Clearwater, Florida, located in Pinellas County. The project involves the comprehensive restoration and repair of an existing four-bay boat ramp facility at 198 Seminole Street, Clearwater, Florida 33755, which services vessels exceeding 35 feet in length with combined weights over 10 tons. The scope of work includes demolition of the existing degraded concrete ramp structure, dredging and grading of native soils, placement of gravel fill in various gradations, final design and installation of new concrete boat ramps, installation of articulated concrete mats for scour protection, and temporary relocation of floating docks. The project encompasses 13 detailed construction sheets covering existing conditions, phased demolition and fill plans, new ramp installation details, dock configurations, and specifications for concrete slab systems with slip-reduction grooves and turbidity curtain requirements. The design basis specifies precast concrete slabs post-tensioned for stability with a minimum 28-day compressive strength of 4,000 PSI, though alternative pour-in-place solutions are permissible if final performance criteria are met.
The project is structured under two construction alternates to manage public access during renovation. Alternate A involves phased construction maintaining a minimum of two adjacent 30-foot operational ramps with continuous navigational access to open water, sequencing work across Phase 1 (initial offshore fill), Phase 2 (west ramps 1 and 2 demolition and reconstruction), and Phase 3 (east ramps 3 and 4 demolition and reconstruction). Alternate B consolidates construction across all ramps with a maximum allowable closure period not to exceed 45 calendar days. Design loads specify 300 PSF minimum for ramp slabs with an 8,500-pound concentrated load applied over one square foot. Portland cement concrete requirements include epoxy-coated rebar for ramp slabs, water-cement ratio not exceeding 0.50, and maximum nominal coarse aggregate diameter of 1.5 inches. The contractor is responsible for providing final design plans including all concrete, connection, and scour protection features subject to owner and engineer approval prior to work commencement. All construction must maintain environmental protection measures including floating turbidity curtains around active work zones, with contractor responsibility for maintenance of traffic signage and site security through temporary chain link construction fencing.
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CLEARWATER MEMORIAL
CAUSEWAY
CLEARWATER
CLEARWATER
BEACH
GULF TO BAY BLVD
DREW ST
AL
T
AL
T
SUNSET POINT DR
SR 58
H
IG
H
LA
N D
A
VE
PROJECT LOCATION
GULF
B
LV
D
CL
EA
RW
AT
ER
B
AY
CLEARWATER PASS
SEMINOLE BOAT RAMP
198 SEMINOLE ST
CLEARWATER, FL 33755
SEMINOLE BOAT RAMP REPAIR
BID DOCUMENTS
PINELLAS COUNTY, FL
SEPTEMBER 2026
CITY OF CLEARWATER
100 SOUTH MYRTLE AVE.
CLEARWATER, FL 33756
(727) 562-4750
PINELLAS
COUNTY
FIRST LINE COASTAL
8586 POTTER PARK DRIVE
SARASOTA, FL 34238
(941)320-0241
FIRST LINE COASTAL
WILLIAM K. JONES, PE
PE39523
ENGINEER
1" : 5000'
..\..\..\..\..\firstlinecoastal.com\First Line Coastal - Documents\General\Admin\Branding\Final Logos\Logos\Logos\Stacked Logo\PNG\flc-stacked-logo_Black.png
SHEET NUMBERS SHEET TITLE
G-100 NOTES
G-101 SITE OVERVIEW
G-102 CONSTRUCTION LAYDOWN AREA
C-101 EXISTING CONDITIONS
C-102 PHASE 1 - INITIAL FILL PLAN
C-103 PHASE 2 - DEMOLITION PLAN
C-104 PHASE 2 - FINAL FILL AND GRADING PLAN
C-105 DEMOLITION AND FILL SECTIONS
C-106 PHASE 2 - NEW RAMP INSTALLATION
C-107 PHASE 3 - DEMOLITION PLAN
C-108 PHASE 3 - FINAL FILL AND GRADING PLAN
C-109 PHASE 3 - NEW RAMP INSTALLATION
C-110 RAMP AND DOCK INSTALLATION PLAN
C-111 DOCK AND BETWEEN RAMP DETAIL
C-112 SLAB AND GROOVE DETAIL
C-113 DOWEL AND TURBIDITY CURTAIN DETAIL
ENGINEER OF RECORD:
PROFESSIONAL ENGINEERING NO.:
DATE:
SHEET INDEX
PROJECT NUMBER: 23-10.05
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BLOCK
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SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
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9/
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G-100
GENERAL NOTES:
1. THE BASIS OF DESIGN INCLUDES A PRECAST CONCRETE SLAB SYSTEM, POST TENSIONED TO JOIN SLABS FOR STABILITY AND MINIMIZE CRACKS. A POUR IN PLACE SOLUTION MAY BE CONSIDERED
SO LONG AS FINAL CRITERIA FOR PERFORMANCE AND RAMP CLOSURES MAY BE MET.
2. FINAL DESIGN PLANS FOR RAMP SYSTEM, INCLUDING ALL CONCRETE, CONNECTION, AND SCOUR
PROTECTION FEATURES, TO BE PROVIDED BY CONTRACTOR AND APPROVED BY OWNER.
3. FINAL DESIGN MAY VARY FROM THESE PLANS AND THE FINAL DESIGN PROFESSIONAL SHALL
COORDINATE ANY CHANGES TO THESE BASIS OF DESIGN DOCUMENTS IN THEIR FINAL DESIGN
SUBMITTAL.
4. NEW CONCRETE BY OTHERS TO REMAIN AND BE PRESERVED THROUGHOUT CONSTRUCTION.
5. DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT GIVEN.
6. ENGINEER APPROVAL REQUIRED FOR ALL SHOP DRAWINGS PRIOR TO PERFORMANCE OF WORK.
ANY MODIFICATION MUST BE APPROVED BY OWNER/ENGINEER IN WRITING PRIOR TO
COMMENCEMENT OF WORK ON ITEM AFFECTED.
7. SURVEY DATA COLLECTED BY FIRST LINE COASTAL (3/21/2025) AND OCEANSIDE SOLUTIONS
(7/15/2025) AND ARE REPRESENTATIVE OF CONDITIONS AT THE TIME OF THE SURVEYS.
8. ELEVATIONS REFERENCE NORTH AMERICAN VERTICAL DATUM, 1988, USFT (NAVD88-USFT).
9. GEOTECHNICAL ANALYSIS OF THE SITE HAS NOT BEEN PERFORMED AND NO IMPLICATIONS OF
SOIL TYPES OR QUALITY IS INTENDED IN THE PROJECT DOCUMENTS.
ORDER OF WORK - ALTERNATE A
CONSTRUCTION TO BE COMPLETED IN PHASES SUCH THAT 2 ADJACENT 30' RAMPS REMAIN
OPERATIONAL TO THE PUBLIC INCLUDING VEHICLE/TRAILER ACCESS. NAVIGATIONAL ACCESS
FROM RAMPS TO OPEN WATER TO BE MAINTAINED AT ALL TIMES. ORDER OF OPERATIONS FOR
CONSTRUCTION SHOULD INCLUDE:
DESIGN LOADS:
BOAT RAMP SLAB - 300 PSF MINIMUM AND 8,500 LB CONCENTRATED LOAD APPLIED
OVER 1 SQUARE FOOT
PORTLAND CEMENT CONCRETE PROPERTIES:
1. MINIMUM 28-DAY COMPRESSIVE STRENGTH, f'c = 4,000 PSI
2. WATER CEMENT RATIO, W/C NOT TO EXCEED 0.50
3. 1.5" MAX. NOMINAL DIAMETER OF COARSE AGGREGATE
4. CEMENT TYPE I OR II
5. 3" TO 5" SLUMP
6. EPOXY COATED REBAR (RAMP SLABS)
PHASE 1 - INITIAL FILL - ALL RAMPS
1. INITIAL FILL OFFSHORE OF RAMPS 1, 2, 3 AND 4.
2. SUBAQUEOUS SILT AND SEDIMENT REMOVAL.
PHASE 2 - WEST RAMPS 1 AND 2
3. DEMOLITION INCLUDING RAMPS 1 AND 2. RAMPS 3 AND 4, AND GANGWAYS 4
AND 5 TO REMAIN OPERATIONAL.
5. FINAL FILL AND GRADING ON RAMPS 1 AND 2.
6. INSTALLATION OF NEW CONCRETE ON RAMPS 1 AND 2.
7. INSTALLATION OF ARTICULATING MATS.
8. CONSTRUCTION COMPLETED ON RAMPS 1 AND 2. FLOATING DOCKS
REINSTALLED AND RAMPS REOPENED.
PHASE 3 - EAST RAMPS 3 AND 4
9. DEMOLITION INCLUDING RAMPS 3 AND 4. RAMPS 1 AND 2 AND GANGWAYS 1
AND 2 TO REMAIN OPERATIONAL.
10. FINAL FILL AND GRADING ON RAMPS 3 AND 4.
11. INSTALLATION OF NEW CONCRETE ON RAMPS 3 AND 4.
12. INSTALLATION OF ARTICULATING MATS.
13. CONSTRUCTION COMPLETED ON RAMPS 3 AND 4. FLOATING DOCKS
REINSTALLED AND RAMP REOPENED.
14. CONSTRUCTION COMPLETE.
ORDER OF WORK - ALTERNATE B (PHASES NOT DEPICTED IN PLAN SET)
CONSTRUCTION TO BE COMPLETED ACROSS ALL RAMPS WITH A MAXIMUM ALLOWABLE CLOSURE
PERIOD NOT MORE THAN 45 CALENDAR DAYS WITHIN THE ALLOWABLE CLOSURE PERIOD. ORDER
OF OPERATIONS FOR CONSTRUCTION SHOULD INCLUDE:
PHASE 1 - INITIAL FILL - ALL RAMPS
1. INITIAL FILL OFFSHORE OF RAMPS 1, 2, 3 AND 4.
2. SUBAQUEOUS SILT AND SEDIMENT REMOVAL.
PHASE 2 - ALL RAMPS
3. DEMOLITION OF ALL RAMPS.
4. FINAL FILL AND GRADING ON RAMPS.
5. INSTALLATION OF NEW CONCRETE ON RAMPS.
6. INSTALLATION OF ARTICULATING MATS.
7. CONSTRUCTION COMPLETED ON ALL RAMPS. FLOATING DOCKS
REINSTALLED AND RAMPS REOPENED.
8. CONSTRUCTION COMPLETE.
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PROJECT
AREA
SEMONLE ST.
N . O
SC
EO
LA
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N . F
O R
T H
AR
R
IS
O
N A
VE
ELDRIDGE ST
SEMINOLE BOAT RAMP
PROPERTY LIMITS
SIGNAGE
"BOAT RAMP UNDER CONSTRUCTION - ACCESS LIMITED"N
AV
IG
AT
IO
N C
H
AN
N
EL
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
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9/
/2
SE
M
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B
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Feet 0 100 200
G-101
NOTES:
1. MAINTENANCE OF TRAFFIC SIGNAGE TO BE PROVIDED IN THE
CONTRACTORS MOT PLANS
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PROJECT
AREA
TEMPORARY CHAIN LINK
CONSTRUCTION FENCING MAINTAIN MINIMUM 20 FT USER AND RAMP ACCESS FOR BOATERS
PHASE 2
LAYDOWNYARD 1
PHASE 3
LAYDOWNYARD 2
' 20
PHASE 2
PROJECT AREA
PHASE 3
PROJECT AREA
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
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Feet 0 40 80
G-102
NOTES:
1. ENTIRE LAYDOWN YARD IS AVAILABLE FOR USE IN PHASES. A MINIMUM OF 2
ADJACENT 30' WIDE RAMPS SHALL REMAIN OPEN AND AVAILABLE FOR PUBLIC USE
DURING CONSTRUCTION. ACTIVE CONSTRUCTION AREA SHALL BE SURROUNDED
BY TEMPORARY CHAIN LINK CONSTRUCTION FENCING AND FLOATING TURBIDITY
CURTAIN.
2. ADDITIONAL STAGING/STORAGE SPACE MAY BE AVAILABLE ONSITE BUT NOT
ADJACENT TO THE PROJECT AREA.
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© 2026 Microsoft C orporation © 2026 Maxar ©CNES (2026) Distri bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
APPROX. RAMP EXTENTS
APPROX. CRACK LOCATIONS
FROM BILLER REINHERT
ENGINEERING GROUP INC.
(5-23-2024)
LIMITS OF CONSTRUCTION
(NO CONSTRUCTION OUTSITE OF
LIMITS WITHOUT PRIOR APPROVAL
FROM USACE)
G
AN
G W
AY 1
G
AN
G W
AY 2
G
AN
G W
AY 3
G
AN
G W
AY 4
G
AN
G W
AY 5
RAMP 1
30'
RAMP 2
30'
RAMP 3
30'
RAMP 4
30'
-10.0-9.0-8.0-7.0-6.0
-5 .0
-5 .0
-9.0 -8.0 -11.0
-10.0 -9.0-8.0
-11.0
-5.0
-5 .0
-10.0
-10.0 -9.0
-9.0
-8.0
-8.0
-7.0
-7 .0
-6.0
-6.0
-5.0
-5.0
-4.0 -3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
-5.0 -4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
'56
1A 1B 2A 2B 3A 3B 4A 4B
VOIDS EXTEND
UNDERNEATH RAMP
(NOT DEPICTED)
(VOLUME UNKNOWN)
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
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9/
/2
SE
M
IN
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C-101 Feet
0 20 40
NOTES:
1. EXISTING RAMPS 1A AND 4B ARE 56 FT IN LENGTH. EXISTING RAMPS 1B - 4A ARE 41 FT IN
LENGTH. EXISTING RAMP EXTENTS DEPICTED ARE APPROXIMATE.
2. TOE OF EXISTING RAMP IS BROKEN IN MULTIPLE LOCATIONS.
3. VOIDS OF UNDETERMINED VOLUME ARE PRESENT BENEATH PORTIONS OF THE RAMPS.
4. IMPROVEMENTS TO UPLAND PORTIONS OF THE RAMPS WERE COMPLETED IN 2025 BY
OTHERS. THESE FEATURES SHALL REMAIN AND BE PRESERVED.
5. EXISTING FEATURES SUCH AS GANGWAYS, FLOATING DOCKS, AND FIXTURES ARE TO BE
PRESERVED FOR RE-USE.
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FILL NEAR EXISTING TOE
LEAVE 5' BUFFER FOR
RAMP REMOVAL
TIE INTO
EXISTING GROUND
EXISTING RAMP
IN PLACE
A A
X
X
X
X
X
X X X X X X X X X X
X X
X
X
B B
CUT/FILL
TURBIDITY CURTAIN
REQUIRED AROUND ACTIVE
WORK ZONE WHILE MAINTAINING
NAVIGATION FOR OPEN RAMPS
X -10.0
-10.0 -9.0
-9.0
-8.0
-8.0
-7.0
-7.0
-6.0
-6.0
-5.0
-5.0
-4.0 -3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
-1 0.
-9
.0
-9.0-8 .0
-8.0
-7.0
-7.0
-6.0
-6.0 -5.0
-5.0
-5.0
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
-8.0
-7.0
-6.0
4:
:1
7:
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
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B
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\2 3-
.0
Se m in ol e
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C-102
NOTES:
1. PHASE 1 FILL TO OCCUR PRIOR TO EXISTING RAMP REMOVAL.
2. CUT MATERIAL MAY BE RELOCATED FOR FILL
FILL
CUT
NEW CONCRETE BY OTHERS
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
30' 30' 30' 30'
SAW CUT 2' BELOW NEW
CONCRETE SECTION. BREAK UP
CONCRETE TO EXPOSE REBAR
DOWELS THAT EXTEND INTO
NEW CONCRETE SECTIONS.
21' +/- 21' +/- 102' +/-
RAMP 1 AND 2 DEMO
MOVE FLOATING DOCKS
AND SECURE OUTSIDE OF ACTIVE
CONSTRUCTION LIMITS (TYP.)
SAW CUT AROUND
EXISTING CONCRETE
GANGWAYS AND SEAWALL
X X
X X
X X
XXXXX
X
X
X
X
X
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
PHASE 2
TURBIDITY CURTAIN
(MAINTAIN NAVIGATION .
TO OPEN RAMPS)
-8.0
-7.0
-6.0
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
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9/
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SE
M
IN
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B
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P
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IN
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C :\U se rs
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ES
, P
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C T
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C-103
NOTES:
1. CONCRETE MAY BE USED AS FILL IF
FREE OF REBAR AND IS CRUSHED
TO MINIMUM DIAMETER OF 1/2".
CRUSHED CONCRETE TO BE USED
IN DEEPER SECTIONS OF FILL
AREAS. BALANCE OF FILL SHALL BE
WASHED 0.5" TO 2" LIMEROCK, FREE
FROM FINES.
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
A A
B B
.0
0'
.0 0'
X X
X X
X X
XXXXX
X
X
X
X
X
GRADE TO TIE TOP OF SLAB INTO
NEW CONCRETE BY OTHERS
RAMPS 3 AND 4 REMAINING
AND OPERATIONAL
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
FILL TOPPED WITH
1' OF 0.25" GRAVEL
FILL TOPPED WITH
2' OF 1" - 4" GRAVEL
TO SUPPORT
CONCRETE MATTRESS
-8.0
-7.0
-6.0
RAMPS 1 AND 2 REMOVED
7:
:1
4:
-7.0
-8.0
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
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Y O
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C T
C L
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B Y
1 2 3 4 5 6
D
AT
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ES
C
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7 8 9
23-10.05
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PH
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NOTES:
1. FINAL GRADING TO OCCUR AFTER RAMP REMOVAL AND WILL INCLUDE
GRADING EXISTING GROUND, ADDITIONAL FILL AS NEEDED, INSTALLATION
OF 0.25" GRAVEL BASE TO SUPPORT SLABS AND 1" - 4" FILL TO SUPPORT
ARTICULATED MAT WITHIN THE LINES AND GRADED DEPICTED.
NEW CONCRETE BY OTHERS
0.25" GRAVEL TOP FILL
1" - 4" GRAVEL TOP FILL
C-104
9/13/26 kj821 fl tranparent seal
EL
EV
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N (F
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D
HORIZONTAL DISTANCE
(FEET)
A-A
-16
-12
-8
-4
0 20 40 60 80 100 120
EL
EV
AT
IO
N (F
EE
T, N
AV
D
HORIZONTAL DISTANCE
(FEET)
B-B
-16
-12
-8
-4
0 20 40 60 80 100 120
EXISTING RAMP TO BE
REMOVED PRIOR FINAL FILL AND GRADING (41')
MHW
MLLW
MLW
17' CONCRETE SECTIONS
RECENTLY REPLACED BY CITY
TO REMAIN
GRADE EXISTING
GROUND TO
RAMP SLOPE
EXISTING RAMP, DEMO AFTER PHASE 1 FILL
EXISTING
GROUND
2'
BREAK UP CONCRETE TO
EXPOSE REBAR DOWELS
SAWCUT
EXISTING CRACK IN RAMP
PHASE 1 CUT
MHW
MLLW
MLW
2'
BREAK UP CONCRETE TO
EXPOSE REBAR DOWELS
SAWCUT
17' CONCRETE SECTIONS
RECENTLY REPLACED BY CITY
TO REMAIN
EXISTING
GROUND
EXISTING RAMP TO BE
REMOVED PRIOR TO FINAL FILL AND GRADING (56')
1 15
EXISTING RAMP, DEMO AFTER PHASE 1 FILL
GRADE EXISTING
GROUND TO
RAMP SLOPE PHASE 1 CUT
EXISTING CRACK IN RAMP
ADDITIONAL FILL TOPPED
WITH GRAVEL TO
SATISFY FINAL GRADE
AFTER RAMP REMOVAL
PHASE 1 FILL TOPPED WITH GRAVEL
(VOLUME FROM SURVEY)
ADDITIONAL FILL TOPPED
WITH GRAVEL TO
SATISFY FINAL GRADE
AFTER RAMP REMOVAL
PHASE 1 FILL TOPPED WITH GRAVEL
(VOLUME FROM SURVEY)
5'
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
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D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
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ES
, P
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PHASE 1 FILL
ADDITIONAL FILL
PHASE 1 CUT
NEW CONCRETE BY OTHERS
EXISTING RAMP TO BE REMOVED
RAMPS 1B TO 4A (41') - DEMO AND FILL PLAN
RAMPS 1A AND 4B (56') - DEMO AND FILL PLAN
C-105
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
PRECAST CONCRETE SLAB
CONCRETE GANGWAYS TO
REMAIN AND BE PRESERVED
CONCRETE SIDEWALK
7'
4" X 8' ARTICULATED MAT
TOP OF MAT -7.0 FT NAVD88
4" X 4' ARTICULATED MAT
DETAIL ON SHEET C-111
C C
D D
X X
X X
X X
XXXXX
X
X
X
X
X
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
-8.0
-7.0
-6.0
4" X 6' ARTICULATED MAT
RAMPS 3 AND 4 REMAINING AND OPERATIONAL
FLOWABLE FILL CONCRETE REQUIRED TO
CONNECT ANY NEW CONCRETE TO EXISTING
1" - 4" DIA. FILL (TYP.)
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
IT
Y O
F C
LE
A
R W
A
TE
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EN
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IN
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EC
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D
W
IL
LI
AM
K . J
O N
ES
, P
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PE
T
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L E
P R
O J E
C T
C L
IE
N
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IS
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B Y
1 2 3 4 5 6
D
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23-10.05
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NOTES:
1. DESIGN CONCEPT IS A PRE-CAST CONCRETE SLAB SYSTEM.
2. SLAB CONFIGURATION IS GENERALIZED 9' X 18'. CONTRACTOR TO PROVIDE
SHOP DRAWINGS TAKING INTO CONSIDERATION TRANSPORT AND
INSTALLATION
3. SLABS CAN BE PRE-CAST ON SITE OR OFFSITE AND STOCKPILED.
4. RAMP MAY BE POURED IN PLACE WITH USE OF CASSIONS AND PUMPS TO
MAINTAIN DRY CONDITIONS
5. ARTICULATED CONCRETE MAT TO BE INSTALLED ALONG TOE OF RAMP AND
BETWEEN RAMP SECTIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS. C-106
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
RAMP 3 AND 4 DEMO AFTER
REOPENING RAMPS 1 AND 2
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
X X
X X
X X
X X X X X X
X X
X
X
MOVE FLOATING DOCKS
AND SECURE OUTSIDE OF ACTIVE
CONSTRUCTION LIMITS (TYP.)
SAW CUT AROUND
EXISTING CONCRETE
GANGWAYS AND SEAWALL
PHASE 3
TURBIDITY CURTAIN
(MAINTAIN NAVIGATION
TO OPEN RAMPS)
-8.0
-7.0
-6.0
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
IT
Y O
F C
LE
A
R W
A
TE
R
EN
G
IN
EE
R
O F
R
EC
O R
D
W
IL
LI
AM
K . J
O N
ES
, P
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PE
T
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L E
P R
O J E
C T
C L
IE
N
T R
EV
IS
IO
N
B Y
1 2 3 4 5 6
D
AT
E D
ES
C
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IP
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7 8 9
23-10.05
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C-107
NOTES:
1. CONCRETE MAY BE USED AS FILL IF
FREE OF REBAR AND IS CRUSHED
TO MINIMUM DIAMETER OF 1/2".
CRUSHED CONCRETE TO BE USED
IN DEEPER SECTIONS OF FILL
AREAS. BALANCE OF FILL SHALL BE
WASHED 0.5" TO 2" LIMEROCK, FREE
FROM FINES.
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
CONCRETE SIDEWALK
7'
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
X X
X X
X X
X X X X X X
X X
X
X
-8.0
-7.0
7:
:1
4:
RAMP 3 AND 4 REMOVED
GRADE TO TIE TOP OF SLAB INTO
NEW CONCRETE BY OTHERS
FILL TOPPED WITH
1' OF 0.25" GRAVEL
FILL TOPPED WITH
2' OF 1" - 4" GRAVEL
TO SUPPORT
CONCRETE MATTRESS
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
IT
Y O
F C
LE
A
R W
A
TE
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EN
G
IN
EE
R
O F
R
EC
O R
D
W
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LI
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K . J
O N
ES
, P
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PE
T
IT
L E
P R
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C T
C L
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N
T R
EV
IS
IO
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B Y
1 2 3 4 5 6
D
AT
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C
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23-10.05
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C-108
NOTES:
1. FINAL GRADING TO OCCUR AFTER RAMP REMOVAL AND WILL INCLUDE
GRADING EXISTING GROUND, ADDITIONAL FILL AS NEEDED, INSTALLATION
OF 0.25" GRAVEL BASE TO SUPPORT SLABS AND 1" - 4" FILL TO SUPPORT
ARTICULATED MAT WITHIN THE LINES AND GRADED DEPICTED.
NEW CONCRETE BY OTHERS
0.25" GRAVEL TOP FILL
1" - 4" GRAVEL TOP FILL
9/13/26 kj821 fl tranparent seal bution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO
CONCRETE SIDEWALK
7'
C C
D D
NEW CONCRETE (2025) AND GANGWAY
CAPS TO REMAIN AND BE PRESERVED
X X
X X
X X
X X X X X X
X X
X
X
PRECAST CONCRETE SLAB
CONCRETE GANGWAYS
TO REMAIN
4" X 8' ARTICULATED MAT
TOP OF MAT -7.0 FT NAVD88
4" X 4' ARTICULATED MAT
4" X 6' ARTICULATED MAT
-8.0
FLOWABLE FILL CONCRETE REQUIRED TO
CONNECT ANY NEW CONCRETE TO EXISTING
1" - 4" DIA. FILL (TYP.)
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
IT
Y O
F C
LE
A
R W
A
TE
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EN
G
IN
EE
R
O F
R
EC
O R
D
W
IL
LI
AM
K . J
O N
ES
, P
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PE
T
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L E
P R
O J E
C T
C L
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N
T R
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IS
IO
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B Y
1 2 3 4 5 6
D
AT
E D
ES
C
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7 8 9
23-10.05
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C-109
NOTES:
1. DESIGN CONCEPT IS A PRE-CAST CONCRETE SLAB SYSTEM.
2. SLAB CONFIGURATION IS GENERALIZED 9' X 18'. CONTRACTOR TO PROVIDE
SHOP DRAWINGS TAKING INTO CONSIDERATION TRANSPORT AND
INSTALLATION
3. SLABS CAN BE PRE-CAST ON SITE OR OFFSITE AND STOCKPILED.
4. RAMP MAY BE POURED IN PLACE WITH USE OF CASSIONS AND PUMPS TO
MAINTAIN DRY CONDITIONS
5. ARTICULATED CONCRETE MAT TO BE INSTALLED ALONG TOE OF RAMP AND
BETWEEN RAMP SECTIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS.
9/13/26 kj821 fl tranparent seal
EL
EV
AT
IO
N (F
EE
T, N
AV
D
HORIZONTAL DISTANCE
(FEET)
D-D
-16
-12
-8
-4
0 20 40 60 80 100 120
EL
EV
AT
IO
N (F
EE
T, N
AV
D
HORIZONTAL DISTANCE
(FEET)
C-C
-16
-12
-8
-4
0 20 40 60 80 100 120
MHW
MLLW
MLW
56' 8'
1' OF 0.25" DIA. GRAVEL BASE TO LEVEL RAMP GRADE
NEW CONCRETE INSTALL
4" ARTICULATED MAT
2' OF 1"-4" DIA. FILL (CAN USE CRUSHED CONCRETE FROM DEMOLITION EXISTING GROUND
1 15
1.0 FT NAVD88
-7.0 FT NAVD88
-7.53 FT NAVD88
CONCRETE GANGWAY TO
BE PRESERVED NON SLIP RAMP
FLOATING DOCK
NEW 10" TIMBER PILE
(MINIMUM 8.0 FT EMBEDMENT)
PVC SLEEVE AND STEEL PILES
(MIN 6.0 FT EMBEDMENT )
(DETAIL ON C-111)
MHW
MLLW
MLW
EXISTING GROUND
17' CONCRETE SECTIONS
RECENTLY REPLACED BY CITY
TO REMAIN
65.6'
FINAL RAMP CONFIGURATION
FINAL GANGWAY AND FLOATING DOCKS
4" ARTICULATED MAT
SLOPED ARTICULATED
MAT
Feet 0 20 40
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
O R
IG
IN
A L
IS
SU
ED
D
A
TE
D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
T im
Pa ts ch or ke
C
IT
Y O
F C
LE
A
R W
A
TE
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EN
G
IN
EE
R
O F
R
EC
O R
D
W
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LI
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K . J
O N
ES
, P
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PE
T
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L E
P R
O J E
C T
C L
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N
T R
EV
IS
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N
B Y
1 2 3 4 5 6
D
AT
E D
ES
C
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TI
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7 8 9
23-10.05
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NEWLY REPLACED CONCRETE
NEW CONCRETE DESIGN/INSTALL
4" ARTICULATED MAT DESIGN/INSTALL
NOTES:
1. CONTRACTOR TO PROTECT NEW RAMP APRON.
2. 8.0 FT MINIMUM EMBEDMENT FOR ALL TIMBER PILES.
3. 6.0 FT MINIMUM EMBEDMENT FOR ALL PVC SLEEVE AND STEEL PILES.
C-110
9/13/26 kj821 fl tranparent seal
REINFORCED RAMP SLAB
REINFORCED RAMP SLAB
(CONTRACTOR DESIGN)
4" ARTICULATED MAT
EXISTING CONCRETE GANGWAY
TO REMAIN AND BE PRESERVED NON SLIP RAMP FLOATING DOCK
8'
7'
4" ARTICULATED MAT
SLOPED WITH RAMP.
ABUT AND CONNECT MAT
TO SLAB (CONTRACTOR DESIGN)
INSTALL NEW 10" TIMBER
PILING INCLUDING PILE WRAP
AND CAP
(MINIMUM 8.0 FT EMBEDMENT)
INSTALL (2)
6" DIA. PVC SLEEVES
4" DIA. STEEL PILES.
FILL STEEL PILES WITH
CONCRETE AND CAP ENDS
GROUT PILE INSIDE PVC SLEEVE
(MINIMUM 6.0 FT EMBEDMENT)
ABUT AND CONNECT MAT TO SLAB
(CONTRACTOR DESIGN)
3" - 4" OF 1" - 4" DIA.
ROCK FILL AROUND
PILING SLEEVES AND
BETWEEN GANGWAY
AND MAT
FLOWABLE FILL CONCRETE
BETWEEN GANGWAY/SEAWALL
AND SLAB (CONTRACTOR DESIGN)
CONNECTION DETAIL TO BE PROVIDED
VIA SHOP DRAWINGS
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
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9/
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Feet 0 5 10
C-111
NOTES:
1. RAMP DETAIL IS GENERALIZED. FINAL DESIGN FOR RAMP SLAB,
ARTICULATED MATTRESS, AND ASSOCIATED CONNECTION DETAILS TO BE
PROPOSED BY CONTRACTOR'S DESIGN PROFESSIONAL FOR OWNER
APPROVAL.
9/13/26 kj821 fl tranparent seal
8" 4"
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
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IG
IN
A L
IS
SU
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D
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D ra w in g N am e:
C :\U se rs
\T im
Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
\2 3-
.0
Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
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REINFORCED CONCRETE SLAB DETAIL
(SPECIFICATION PROVIDED BY CONTRACTOR)
BLOCKOUT (TYP.) REINFORCE TO MEET 30 TON LOAD
SURFACE TO INCLUDE GROOVES6"
CONCRETE SLAB SLIP REDUCTION GROOVE DETAIL
6"
3"
8" M
IN
IM
U M
1"
0.
5"
1"
REBAR
6"
6"6"
CL
10 °
SLIP REDUCTION GROOVES
TOP OF SLABSLIP REDUCTION GROOVES TO -5.0 FT
C-112
NOTES:
1. CONCRETE TO BE 4000 PSI OR GREATER.
2. ADMIXTURES REQUIRED TO REDUCE
SALTWATER PENETRATION TO REBAR.
3. GROOVED PATTERN TO EXTEND INTO
WATER TO AT LEAST THE -5.0 ft (NAVD88)
CONTOUR.
*DIMENSIONS PROVIDED AS
INFORMATIONAL.
CONTRACTOR TO PROVIDE
SHOP DRAWINGS AND
CALCULATIONS TO SUPPORT
CONSTRUCTED DESIGN AND
CONNECTION DETAILS
9/13/26 kj821 fl tranparent seal
SHEET
DESIGN:
APPROVED:
DRAWN:
JOB NO.:
CHECKED:
D
AT
E:
9/
/2
SE
M
IN
O
LE
B
O A
T R
A M
P
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IG
IN
A L
IS
SU
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D
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D ra w in g N am e:
C :\U se rs
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Pa ts ch or ke \fi rs tli ne co as ta l.c om
\P ro je ct s
- D oc um en ts
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Se m in ol e
Bo at
R am p\
D es ig n\
C
AD
\S em in ol e Bo at R am p_
Ba se
Li ne w or k_ Pe rm it
D ra w in gs _2
7.
1,
- 1
2:
pm U se r N am e:
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D O
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DOWEL DETAIL
TURBIDITY CURTAIN DETAIL
C-113
EXISTING GROUND
LONGITUDINAL REBAR
CONCRETE SECTION RECENTLY
REPLACED BY CITY
DOWEL FROM APRON
EXPANSION JOINTCONCRETE FILL
NEW INSTALL RAMP SLAB
DOWEL FROM SLAB
24"
12" MINIMUM
FOLDS FOR COMPACT STORAGE
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB/IN. STANDARD
100 FT. STANDARD LENGTH
FOLDS EVERY 6 FEET
(BLOW-UP OF SHACKLE CONNECTION)
1/4 IN. TIE ROPE
NYLON REINFORCED VINYL
ALL SEAMS HEAT SEALED
FLOTATION
5/8 IN. POLYPROPYLENE ROPE
1/4 IN. CHAIN
TYPE I
TYPE II
18 (OR 22) OZ. VINYL
COVERED NYLON
PVC SLOT
CONNECTOR
WATER
SEAL
GALVANIZED #24
SAFETY HOOK
FLOTATION
TOP LOAD LINE
5/16 VINYL COATED CABLE
STRESS PLATE (TO REMOVE
PRESSURE FROM FLOATS)
STRESS BAND STRESS PLATE 5/16 IN. CHAIN
BALLAST & LOAD LINE
D
EP
TH
A
C C
O R
D
IN
G T
O N
EE
D
D
EP
TH
A
C C
O R
D
IN
G T
O N
EE
D
M
IN
. 2
5' 5'
22 OZ. NYLON REINFORCED VINYL STRESS BAND
PVC SLOT - CONNECTOR
FLOTATION
5/16 VINYL COATING CABLE
(ON BOTH SIDES OF CURTAIN
TO REDUCE STRAIN)
#24 SAFETY HOOK STRESS PLATE LAP LINK 5/16 IN.
CHAIN
NOTE: ANCHORING WITH BUOYS,
AS SHOWN, REMOVES ALL
VERTICAL FORCES FROM THE
CURTAIN. HENCE, THE CURTAIN
WILL NOT SINK FROM WIND OR
CURRENT LOADS.
BUOY
ATTACH LINES
TO SHACKLE
AUTOMATIC FLASHING
LIGHT (ON AT DUSK-
OFF AT DAWN) 100' ON
CENTER SHALL BE
USED IN NAVIGABLE
CHANNELS ONLY
STANDARD CONTAINMENT
SYSTEMS LIGHT BUOY
ANCHOR (AS RECOMMENDED
BY THE MANUFACTURER)WATER SURFACE
MIN. 12" CURTAIN
RIVERBED
ORIENTATION WHEN INSTALLED (TIDAL SITUATION)
D
EP
TH
A
C C
O R
D
IN
G T
O N
EE
D
TYPE III
TYPICAL INSTALLATION LAYOIT OF FLOATING TURBIDITY CURTAIN
FLOOD
EBB
100'
TYP.
100'
TYP.*
ANCHOR &
ANCHOR BUOY
BARRIER MOVEMENT DUE
TO TIDAL CHANGE
* THIS DISTANCE IS VARIABLE
SHORELINE
ANCHOR PT.
SHORELINE
ANCHOR PT.
WORK
AREA
*DIMENSIONS PROVIDED AS
INFORMATIONAL.
CONTRACTOR TO PROVIDE
SHOP DRAWINGS AND
CALCULATIONS TO SUPPORT
CONSTRUCTED DESIGN AND
CONNECTION DETAILS
96/13/26 kj821 fl tranparent seal
| Sheets and Views |
| COVER |
| G-100 |
| G-101 |
| G-102 |
| C-101 |
| C-102 |
| C-103 |
| C-104 |
| C-105 |
| C-106 |
| C-107 |
| C-108 |
| C-109 |
| C-110 |
| C-111 |
| C-112 |
| C-113 |
File details come from the government source that posted it. Updated .