Moccasin_Slough_Structures_Final_Plans_(4).pdf

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Miles

N

LOCATION OF PROJECT

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

T U R

N P

IK

E

BEE LINE

EXPRESSWAY

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ID

A S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

JACKSONVILLE, FLORIDA 32258

12574 FLAGLER CENTER BLVD - SUITE 202

GAI CONSULTANTS, INC.

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PROJECT LOCATION

NO.

SHEET

REVISIONS

COMMISSIONERS

DISTRICT 4, CHAIR

HOWARD WANAMAKER

COUNTY MANAGER

TARA S. GREEN

CLERK OF COURT

DESCRIPTIONDATE BY

KEY SHEET REVISIONS

JIM RENNINGER

KRISTEN BURKE

RICHARD SMITH P.E.

DIRECTOR OF ENGINEERING

COUNTY ENGINEERING DEPARTMENT

PREPARED FOR

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

PLANS PREPARED BY:

RICHARD SMITH P.E.

DIRECTOR OF ENGINEERING

P.E. NO.: 89242

ADIRO

LF ,YTNUOC YALC

COUNTY CONTRACT NO. 2020/2021-228

CONTRACT PLANS COMPONENTS

SHEET NO. SHEET TITLE

MOCCASIN SLOUGH BOARDWALK

ALEXANDRA COMPERE DISTRICT 2

DISTRICT 1

STRUCTURE PLANS

SITE PLANS

ENGINEER OF RECORD: BENJAMIN J. ALLIS, P.E.

INDEX OF STRUCTURE PLANS

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY2025-2026 Standard Specifications

GOVERNING STANDARD PLANS:

APPLICABLE IRs: IR - -following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2025-2026 Standard Plans for Road and

OBSERVATION TOWER BENCH DETAILS

OBSERVATION TOWER DETAILS (8 OF 8)

OBSERVATION TOWER DETAILS (7 OF 8)

OBSERVATION TOWER DETAILS (6 OF 8)

OBSERVATION TOWER DETAILS (5 OF 8)

OBSERVATION TOWER DETAILS (4 OF 8)

OBSERVATION TOWER DETAILS (3 OF 8)

OBSERVATION TOWER DETAILS (2 OF 8)

OBSERVATION TOWER DETAILS (1 OF 8)

OBSERVATION TOWER RAILING DETAILS

OBSERVATION TOWER STAIR ELEVATION

OBSERVATION TOWER STAIR FRAMING PLAN

OBSERVATION TOWER ROOF FRAMING PLAN

OBSERVATION TOWER LEVEL 2 FRAMING PLAN

OBSERVATION TOWER LEVEL 1 FRAMING PLAN

OBSERVATION TOWER FOOTING DETAILS (3 OF 3)

OBSERVATION TOWER FOOTING DETAILS (2 OF 3)

OBSERVATION TOWER FOOTING DETAILS (1 OF 3)

OBSERVATION TOWER ELEVATION

LEARNING CENTER DETAILS (2 OF 2)

LEARNING CENTER DETAILS (1 OF 2)

LEARNING CENTER ROOF FRAMING PLAN

BOARDWALK CONNECTION DETAILS (5 OF 5)

BOARDWALK CONNECTION DETAILS (4 OF 5)

BOARDWALK CONNECTION DETAILS (3 OF 5)

BOARDWALK CONNECTION DETAILS (2 OF 5)

BOARDWALK CONNECTION DETAILS (1 OF 5)

BOARDWALK FRAMING PLAN (16 OF 16)

BOARDWALK FRAMING PLAN (15 OF 16)

BOARDWALK FRAMING PLAN (14 OF 16)

BOARDWALK FRAMING PLAN (13 OF 16)

BOARDWALK FRAMING PLAN (12 OF 16)

BOARDWALK FRAMING PLAN (11 OF 16)

BOARDWALK FRAMING PLAN (10 OF 16)

BOARDWALK FRAMING PLAN (9 OF 16)

BOARDWALK FRAMING PLAN (8 OF 16)

BOARDWALK FRAMING PLAN (7 OF 16)

BOARDWALK FRAMING PLAN (6 OF 16)

BOARDWALK FRAMING PLAN (5 OF 16)

BOARDWALK FRAMING PLAN (4 OF 16)

BOARDWALK FRAMING PLAN (3 OF 16)

BOARDWALK FRAMING PLAN (2 OF 16)

BOARDWALK FRAMING PLAN (1 OF 16)

END BENT DETAILS

BOARDWALK RAILING CONNECTION DETAILS

BOARDWALK TYPICAL SECTION AND PARTIAL ELEVATION

FOUNDATION LAYOUT (7 OF 7)

FOUNDATION LAYOUT (6 OF 7)

FOUNDATION LAYOUT (5 OF 7)

FOUNDATION LAYOUT (4 OF 7)

FOUNDATION LAYOUT (3 OF 7)

FOUNDATION LAYOUT (2 OF 7)

FOUNDATION LAYOUT (1 OF 7)

FASTENER NOTES AND FASTENERS TABLE

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

KEY SHEET

JOHN SGROMOLO

BETSY CONDON

DISTRICT 3

DISTRICT 5, VICE-CHAIR

STATE OF

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LL

A

LEOJ NIMAJ

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No 89242

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THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

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.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

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GENERAL NOTES (1 OF 2)

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

GENERAL NOTES

GENERAL SPECIFICATIONS:

DESIGN SPECIFICATIONS:

VERTICAL DATUM:

ENVIRONMENT:

DESIGN METHODOLOGY:

DESIGN LOADS:

GENERAL:

AGGRESSIVE.

1. THE ENVIRONMENT FOR ALL STRUCTURAL COMPONENTS IS MODERATELY

DESIGN (LRFD) METHOD.

1. DESIGN IS IN ACCORDANCE WITH THE LOAD AND RESISTANCE FACTOR

GENERAL (CONTINUED):

7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

PENETRATIONS:

OF THE ENGINEER.

THAN THOSE INDICATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL

1. NO PENETRATIONS ARE PERMITTED IN ANY STRUCTURAL MEMBERS OTHER

PILE FOUNDATIONS:

END BENT REINFORCED FILLS:

MIRAFIL 140NC NEEDLE PUNCHED, NON-WOVEN GEOTEXTILE, OR EQUAL FABRIC.

1. TIMBER END BENT REINFORCED APPROACH EMBANKMENTS SHALL USE

STRUCTURAL STEEL:

1. VERTICAL DATUM IS BASED ON NAVD 88.

COMPLETED PORTIONS OF THE STRUCTURE.

CONSTRUCTION LOADS: DO NOT STOCKPILE MATERIALS OR EQUIPMENT ON

THE DESIGN.

UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN

WIND SPEED: BASE WIND SPEED = 130 MPH (CLAY COUNTY)

MOIST SOIL: 120 PCF

COMPOSITE MATERIAL: 75 PCF

TIMBER: 50 PCF

DEAD LOAD:

NOT ALLOWED ON THE STRUCTURE.

VEHICULAR LIVE LOAD: 5,000 LBF MAINTENANCE VEHICLE. H10 LOADING IS

PEDESTRIAN LIVE LOAD: 100 PSF.

1. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:

ASTM A123.

4. ALL STEEL SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH

PERMITTED.

UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. NO FIELD WELDING IS

3. ALL SHOP WELDED CONNECTIONS TO BE WELDED UTILIZING E70XX ELECTRODES,

CONSTRUCTION, INC.

STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL

"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL

2. ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE

NOTED.

1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS OTHERWISE

4. FDOT STRUCTURES MANUAL, JANUARY 2025.

AMERICAN WOOD COUNCIL, 2018 EDITION.

3. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE

BRIDGES, 2009 WITH 2015 INTERIMS.

2. AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN

1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020.

TIMBER

2. FDOT FY 2025-26 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.

AMENDED BY CONTRACT DOCUMENTS.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2025-26, AS

1. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD

GROUNDWATER CONTROL PLAN IS APPROVED.

ON SITE CONDITIONS. DO NOT PROCEED WITH CONSTRUCTION UNTIL THE

SUBMIT A GROUNDWATER CONTROL PLAN FOR APPROVAL, AS REQUIRED BASED

THE FOUNDATIONS. DETERMINE GROUNDWATER CONTROL METHODS AND

GROUND SURFACE. GROUNDWATER CONTROL MAY BE REQUIRED TO CONSTRUCT

6. WATER OR GROUNDWATER SHOULD BE EXPECTED AT OR BELOW THE EXISTING

IN ACCORDANCE WITH SECTION 455-5.1.1 OF THE FDOT SPECIFICATIONS.

ASSIST WITH PILE EMBEDMENT, PREDRILLING OPERATIONS SHALL BE PERFORMED

EMBEDMENT REQUIREMENTS. IF PREDRILLED PILE HOLES ARE UTILIZED TO

5. PREDRILL THE PILES AS NECESSARY TO ASSIST WITH MEETING THE MINIMUM

PERFORMANCE AS OUTLINED IN SECTION 455-10.2 OF THE SPECIFICATIONS.

4. FINAL HAMMER ACCEPTANCE WILL BE BASED ON SATISFACTORY FIELD

IS APPROVED.

DO NOT PROCEED WITH PILE DRIVING OPERATIONS UNTIL THE SUBMITTAL(S)

C. RECOMMENDED DRIVING CRITERIA FOR PILE ACCEPTANCE.

RESULTS.

NOT LIMITED TO, THE WAVE EQUATION (WEAP) ANALYSES

B. ALL NECESSARY PILE DRIVING ANALYSES, INCLUDING, BUT

A. PILE INSTALLATION PLAN (PIP)

FOLLOWING DOCUMENTS FOR REVIEW AND APPROVAL:

PRIOR TO PILE INSTALLATION, THE CONTRACTOR SHALL SUBMIT THE

SPECIFIC SOIL CONDITIONS.

SIZE (BUTT DIAMETER), LENGTH, REQUIRED PILE CAPACITY AND PROJECT

ADEQUATELY INSTALL THE TIMBER PILES SHOULD BE BASED ON TIMBER PILE

HAMMER BE USED AS A GUIDELINE. IMPACT HAMMER SELECTION TO

OPERATING RATE. HOWEVER, IT IS INTENDED THAT THE ABOVE REFERENCED

DELIVERY APPROXIMATELY 19 k-ft OF ENERGY TO THE PILE AT THE MAXIMUM

HAMMER SIMILAR TO THE ICE I-8v2 (i.e, 1.8 KIP RAM WEIGHT CAPABLE OF

3. TIMBER PILES ARE TYPICALLY INSTALLED USING AN OPEN-END DIESEL (OED)

2. TIMBER PILES SHALL BE SOUTHERN YELLOW PINE, GRADE NO. 2.

MINIMUM EMBEDMENT: 20 FEET BELOW EXISTING GROUND SURFACE.

REQUIRED NOMINAL BEARING RESISTANCE: 9.50 TONS

RESISTANCE FACTOR: 0.45 (WAVE EQUATION ANALYSIS)

MAXIMUM FACTORED DESIGN LOAD: 4.25 TONS

THE FOLLOWING PILE DRIVING PARAMETERS APPLY:

1. PROVIDE 9" BUTT DIAMETER TIMBER PILES AS INDICATED ON THE PLANS.

SHALL BE ON THE FDOT APPROVED PRODUCTS LIST.

PLANS AND SPECIFICATIONS, ALL MATERIAL PRODUCTS FOR THIS PROJECT

6. EXCEPT FOR THOSE MATERIAL PRODUCTS SPECIFICALLY CALLED FOR IN THE

5. ALL CHANGES MUST BE APPROVED BY THE ENGINEER OF RECORD.

GUYS, TIEDOWNS, OR OTHER MEANS AND METHODS OF CONSTRUCTION.

OF NECESSARY SHORING, FALSEWORK, WORK TRESSLES, TEMPORARY BRACING,

PROCEDURES AND CONSTRUCTION SEQUENCE. THIS INCLUDES THE ADDITION

4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION

PROCEEDING WITH ANY AFFECTED PART OF THE WORK.

ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER BEFORE

3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. BRING

EITHER HORIZONTALLY OR VERTICALLY, UNLESS NOTED OTHERWISE.

2. ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES

SITE PLANS.

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH JOB SPECIFICATIONS AND

TIMBER CONNECTIONS.

" LARGER THAN BOLT SIZE FOR ALL

18. PROVIDE HOLE IN TIMBER THAT IS

THE DIRECTION OF THE COUNTY.

TREATED CCA (TYPE C), ACQ, COPPER AZOL OR PENTA MAY BE SUBSTITUED AT

7. WHERE COMPOSITE MATERIAL IS SPECIFIED, STRUCTURAL TIMBER PRESSURE

MATERIAL AND COLOR.

THE MATERIAL UNTIL THE ENGINEER AND THE COUNTY HAVE APPROVED THE

SAMPLES TO THE ENGINEER AND THE COUNTY FOR APPROVAL. DO NOT ORDER

SHALL BE AN ENGINEER APPROVED COMPOSITE MATERIAL. SUBMIT COLOR

6. ALL DECKING, BOARDWALK HANDRAIL CAP, AND BOARDWALK HANDRAIL RAILS

C2-90, C14-90, AND C18-90, WHERE APPLICABLE.

LUMBER SHALL BE PRESSURE IMPREGNATED UNDER AWPA STANDARDS C1-90,

WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD P5-90 AND A2-88. TIMBER/

IN DESIGN PLANS. PRESSURE TREATMENT IN ACCORDANCE WITH THE AMERICAN

CCA (TYPE C), ACQ, COPPER AZOL OR PENTA. RETENTION LEVELS TO BE DEFINED

SPECIFICATION 955. ALL STRUCTURAL TIMBER SHALL BE PRESSURE TREATED

5. TIMBER (SAWN LUMBER) SHALL BE TREATED IN ACCORDANCE WITH STANDARD

UNLESS OTHERWISE NOTED.

4. TIMBER (SAWN LUMBER) SHALL BE GRADE NO. 2, SURFACED FOUR SIDES (S4S),

RULES, UNLESS OTHERWISE SPECIFIED SEPARATELY.

PINE AND GRADED USING THE SOUTHERN PINE INSPECTION BUREAU (SPB)

3. TIMBER (SAWN LUMBER) TO BE USED ON PROJECT SHALL BE SOUTHERN YELLOW

CONSTRUCTION BY THE AMERICAN WOOD COUNCIL, 2018 EDITION.

REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD

2. TIMBER (SAWN LUMBER) SIZES SHALL BE FURNISHED IN SIZES MEETING THE

NOTED.

1. TIMBER (SAWN LUMBER) SIZES ARE NOMINAL SIZES UNLESS OTHERWISE

DATE DESCRIPTION

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GENERAL NOTES (2 OF 2)

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

WOOD FRAMING CONNECTORS:

CONCRETE:

CONCRETE CLASS

COMPRESSIVE STRENGTH (PSI)

MINIMUM 28-DAY

IN STRUCTURE

LOCATION OF CONCRETE

IV

V (SPECIAL)

SUBSTRUCTURE5500

6000 PRESTRESSED CONCRETE PILES

2. ALL CONCRETE IS TO BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 346.

" UNLESS OTHERWISE NOTED.4

31. CHAMFER ALL FORMED CONCRETE CORNERS

REINFORCING STEEL:

TO FACE OF CONCRETE.

CENTERLINE OF THE BAR EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN

2. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE

1. GRADE 60 CARBON STEEL PER SPECIFICATIONS SECTION 931.

AND NUMBER OF FASTENERS SHOWN IN THE LATEST SIMPSON CATALOG.

APPROVAL OF THE ENGINEER. UNLESS SHOWN OTHERWISE, INSTALL SIZE

SAN LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE

SIMPSON STRONG-TIE COMPANY, INC., 1450 DOOLITTLE DR., P.O.BOX 1568,

NUMBERS SHOWN ARE STRONG-TIE CONNECTORS AS MANUFACTURED BY

2. ALL PROPRIETARY CONNECTORS SHALL BE GALVANIZED. CONNECTOR MODEL

TENSION NUT AND THE TIMBER MEMBER TO PROTECT TIMBER MEMBERS.

DRAWINGS. USE FLAT WASHERS BETWEEN BOTH THE BOLT HEAD AND

1. HARDWARE SHALL BE AS LISTED ON PROJECT / PRODUCT STRUCTURAL

I 3000

@ END BENTS

RAIL POST EMBEDMENTS

MODULUS OF ELASTICITY, E = 1,500,000 PSI

SHEAR, Fvo = 165 PSI

BENDING, Fbo = 1350 PSI

SOUTHERN YELLOW PINE, GRADE 1

HANDRAIL POSTS AND TOWER HANDRAIL POSTS.

DIMENSION 5" x 5" AND LARGER: BOARDWALK

MODULUS OF ELASTICITY, E = 1,400,000 PSI

SHEAR, Fvo = 175 PSI

BENDING, Fbo = 800 PSI

SOUTHERN YELLOW PINE, GRADE 2

DIMENSION 10" WIDE: TOWER HANDRAIL CAPS.

MODULUS OF ELASTICITY, E = 1,500,000 PSI

COMPRESSION PARALLEL TO GRAIN, Fco = 1,200 PSI

BENDING, Fbo = 2,400 PSI

SOUTHERN YELLOW PINE, GRADE 2

PILES: 9” BUTT DIA. AND 12” DIA. POLES

MODULUS OF ELASTICITY, E = 1,400,000 PSI

SHEAR, Fvo = 175 PSI

BENDING, Fbo = 750 PSI

SOUTHERN YELLOW PINE, GRADE 2

DIMENSION 12” WIDE: STAIR TREAD

MODULUS OF ELASTICITY, E = 1,400,000 PSI

SHEAR, Fvo = 175 PSI

BENDING, Fbo = 925 PSI

SOUTHERN YELLOW PINE, GRADE 2

DIMENSION 8” WIDE: END BENT CAP BEAM AND TOWER HANDRAIL RAILS.

MODULUS OF ELASTICITY, E = 1,400,000 PSI

COMPRESSION PARALLEL TO GRAIN, Fco = 1,400 PSI

COMPRESSION PERPENDICULAR TO GRAIN, Fcpo = 565 PSI

SHEAR, Fvo = 175 PSI

BENDING, Fbo = 1,000 PSI

SOUTHERN YELLOW PINE, GRADE 2

PLANKING.

DIMENSION 5” TO 6” WIDE: BRACING, EXTERIOR GRADE TONGUE AND GROOVE

MODULUS OF ELASTICITY, E = 1,400,000 PSI

SHEAR, Fvo = 175 PSI

BENDING, Fbo = 1,100 PSI

SOUTHERN YELLOW PINE, GRADE 2

RAFTERS, FASCIA BOARDS, AND VARIOUS MISCELLANEOUS LUMBER MEMBERS.

CAPS, FLOOR BEAMS, EDGE BEAMS, STAIR STRINGERS, BENT CAP BEAMS,

DIMENSION 2” TO 4” WIDE: STRINGERS, HEADER BEAMS, END BENT PANELS/

8. PROVIDE STRUCTURAL WOOD COMPONENTS WITH DESIGN VALUES, AS FOLLOWS:

TIMBER (CONTINUED):

APPROVAL.

DECKING. SUBMIT PRODUCTS TO THE ENGINEER AND THE COUNTY FOR

ALONG THE INTERFACE BETWEEN WOOD FRAMING MEMBERS AND COMPOSITE

11. PROVIDE BUTYL WATER SEALING JOIST TAPE ON THE TOP OF ALL STRINGERS

HARDWARE OR OTHER TIMBER MEMBERS.

BE FIELD TREATED WITH CuNap SOLUTION PRIOR TO INSTALLATION OF

10. SAW-CUTS, DRILLED AND/OR MILLED HOLES, OR OTHER PENETRATIONS SHALL

MODULUS OF ELASTICITY, E = 200,000 PSI

SHEAR, Fv = 360 PSI

BENDING, Fb = 500 PSI

DECKING, BOARDWALK HANDRAIL CAP, AND BOARDWALK HANDRAIL RAILS

STRESSES, AS FOLLOWS:

9. PROVIDE COMPOSITE COMPONENTS WITH MINIMUM ALLOWABLE FIBER

DATE DESCRIPTION

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ENGINEERING DEPARTMENT

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FASTENER NOTES AND

FASTENERS TABLE

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

FASTENERS TABLE

CODE FASTENER STEEL GRADE SIZE CORROSIVE PROTECTION

A1 STEEL ANGLE A36 L5x5x1/2 x 0'-5 1/2" LG HOT DIPPED GALVANIZED

A2 STEEL ANGLE A36 L3x3x3/8 x 0'-10" LG HOT DIPPED GALVANIZED

A3 STEEL ANGLE A36 L4x4x1/4 x 1'-0" LG HOT DIPPED GALVANIZED

A4 STEEL ANGLE A36 L2x2x1/8 x 0'-7" LG HOT DIPPED GALVANIZED

A5 STEEL ANGLE A36 L6x6x1/2 x 0'-7" LG HOT DIPPED GALVANIZED

A6 STEEL ANGLE A36 L4x3x1/4 x 0'-7" LG HOT DIPPED GALVANIZED

A7 STEEL ANGLE A36 L3x3x1/2 x 4'-5" LG HOT DIPPED GALVANIZED

A8 STEEL ANGLE A36 L6x6x1/2 x 1'-0" LG HOT DIPPED GALVANIZED

LC1 3/8" STEEL PLATE A36 SEE SHEET NO. 38 HOT DIPPED GALVANIZED

LC2 3/8" STEEL PLATE A36 SEE SHEET NO. 38 HOT DIPPED GALVANIZED

T8 3/8" STEEL PLATE A36 SEE SHEET NO. 53 HOT DIPPED GALVANIZED

T9 3/8" STEEL PLATE A36 SEE SHEET NO. 53 HOT DIPPED GALVANIZED

T10 3/8" STEEL PLATE A36 SEE SHEET NO. 54 HOT DIPPED GALVANIZED

ST1 3/8" STEEL PLATE A36 SEE SHEET NO. 55 HOT DIPPED GALVANIZED

ST2 3/8" STEEL PLATE A36 SEE SHEET NO. 55 HOT DIPPED GALVANIZED

B1

WASHERS AND NUT

BOLT, HEX HEAD, GALV-O-GEE

316 SS 1" DIAMETER STAINLESS STEEL

B2

WASHERS AND NUT

BOLT, HEX HEAD, GALV-O-GEE

316 SS 3/4" DIAMETER STAINLESS STEEL

B3

WASHERS AND NUT

BOLT, HEX HEAD, GALV-O-GEE

316 SS 1/2" DIAMETER STAINLESS STEEL

B4

NUT

CARRIAGE BOLT, WASHERS AND

316 SS 1/2" DIAMETER STAINLESS STEEL

B5

NUT

CARRIAGE BOLT, WASHERS AND

316 SS 3/4" DIAMETER STAINLESS STEEL

L2

WASHER

LAG SCREW, HEX HEAD WITH

316 SS 1/2" DIAMETER STAINLESS STEEL

S1 DECK SCREW 316 SS No. 8 STAINLESS STEEL

S2 DECK SCREW 316 SS No. 10 STAINLESS STEEL

S4 RAIL SCREW 316 SS No. 12 STAINLESS STEEL

H8SS

EQUIVALENT)

HURRICANE TIE (SIMPSON OR

316 SS H8SS STAINLESS STEEL

F2 COMMON NAIL 316 SS 16d STAINLESS STEEL

HUCQ310-SDS

(SIMPSON OR EQUIVALENT)

FACE MOUNT JOIST HANGER

316 SS HUCQ310-SDS STAINLESS STEEL

B6

SQUARE WASHERS

NUTS,

THREADED ROD, HEAVY HEX

316 SS 3/4" DIAMETER STAINLESS STEEL

B7

WASHERS

NUTS,

THREADED ROD, HEAVY HEX

316 SS 3/4" DIAMETER STAINLESS STEEL

FASTENER NOTES

CALLOUT

NOTE

CONNECTION DETAILS

BW1

COMMON NAILS (16d) EACH SIDE

CONNECT 2x10 BLOCKING TO 3x10 STRINGERS WITH FOUR F2

BW2

RECOMMENDATIONS FOR FASTENERS)

SIMPSON HURRICANE TIE H8SS (SEE MANUFACTURER'S

BW3

TWO B3 BOLTS (TYP)

CONNECT 4x6 or 4x4 RAIL POSTS TO 3x10 STRINGERS WITH

BW4

DECK SCREWS

CONNECT 2x6 DECKING TO 3x10 STRINGERS WITH THREE S2

BW5

BOLTS (TYP)

CONNECT 3x10 CAP BEAMS TO TIMBER PILE WITH TWO B2

BW6

L2 BOLT

CONNECT 8x10 PILE CAP TO TIMBER PILE WITH 1 18" LONG

BW7

RECOMMENDATIONS FOR FASTENERS)

SIMPSON LSTA9 TIE (SEE MANUFACTURER'S

BW8

(16d)

CONNECT 3x10 STRINGERS WITH FOUR F2 COMMON NAILS

BW9

BOLTS

CONNECT 4x6 RAIL POSTS TO 4x10 EDGE BEAM WITH TWO B3

BW10

BOLTS

CONNECT 4x10 EDGE BEAM TO TIMBER PILE WITH TWO B2

BW11

BOLTS

CONNECT 4x10 EDGE BEAM TO TIMBER PILE WITH TWO B2

BW12

BEAM.

LAG SCREWS. PLACE LAG SCREWS PERPENDICULAR TO EDGE

CONNECT 4x10 EDGE BEAM TO 3x10 STRINGER WITH FOUR L2

BW13

BOLTS

CONNECT 3x10 STRINGER TO TIMBER PILE WITH TWO B2

BW14 CONNECT 4x6 BRACING TO TIMBER PILE WITH ONE B1 BOLT

BW15 1/4" GAP BETWEEN 3x10 STRINGERS

LC1

EDGE BEAM WITH B2 AND B3 BOLTS

CONNECT 9" BUTT DIA. PILE TO 3x12 HIP RAFTER AND 4x8

LC2 CONNECT HIP RAFTERS WITH 24 L2 LAG SCREWS

T8

EDGE BEAM WITH B2 AND B3 BOLTS

CONNECT 12" DIA. POLE TO 3x12 HIP RAFTER AND 4x8

T9

BOLTS

CONNECT 12" DIA. POLE AND HIP RAFTER WITH B2 AND B3

T10

BOLTS

CONNECT 12" DIA. POLE TO 3x10 RAFTER WITH B2 AND B3

DATE DESCRIPTION

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D

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AND PUBLIC WORKS

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EHTF

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EL

POEP

F

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PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:55:58 PM Layout Sheet 1

N N

FOUNDATION LAYOUT

(1 OF 7)

PI STA. 19+46.21

PI STA. 25+89.96

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

10 11 12 13 14 15 16 17 18

20 21 22 23 24 25

FOUNDATION LAYOUT PLAN

FOUNDATION LAYOUT PLAN

(STA. 18+80.00 TO STA. 26+40.00)

KEY PLAN

(STA. 9+80.00 TO STA. 18+80.00)

NOTES

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

U .N .O

U .N .O

U .N .O

U .N .O

BEND NO. 2OVERLOOK NO. 1

BEND NO. 1

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

2. SEE BOARDWALK FRAMING PLAN

(7 OF 7)" SHEET.

SEE "FOUNDATION LAYOUT

1. FOR DETAIL 1 AND DETAIL 2,

BEND NO. 1 DETAIL

BEND NO. 2 DETAIL

= 9" BUTT DIAMETER TIMBER PILE

LEARNING CENTER

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

8.00'

PILE BENT 92

END BENT 1

PILE BENT 90

WP 2

WP 3

161°03'17"

147°45'56"

10.00'

62 SPACES @ 10.00' = 620.00'PILE BENT 100 PILE BENT 162

10.00'

PILE BENT 165

WP 1

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 11

WP 9

WP 10

WP 12

(TO PILE BENT 231)

66 SPACES @

10.00' =

660.00'

PILE BENT 2

¡ BOARDWALK

¡ BOARDWALK

¡ BOARDWALK

PILE BENT 96

PILE BENT 97

U.N.O.)

90°00'00" (TYP.,

U.N.O.)

90°00'00" (TYP.,

SEE DETAIL 2

7.19'

PILE BENT 168

PILE BENT 155

7.95'

WP 2

.0

.0

80°31'39"

73°52'58"

WP 3 3

.1

.1

¡ PILE BENT 98

¡ PILE BENT 163

(T Y P

.0

(T Y P

.0

(T Y P

.0

(T Y P

.0

WP 13

WP 15

88 SPACES @ 10.00' = 880.00'

8.56' 8.00'

PILE BENT 99

8.00'

5.98'

PILE BENT 164

WP 16

WP 17

WP 18

WP 8

WP 14

10.00'

WP 1

WP 11

SEE DETAIL 1

PILE BENT 95

PILE BENT 91

¡ BOARDWALK

P I L E

B

E N

T

.1

DATE DESCRIPTION

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C O

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E C

T R

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G I

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D

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A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

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ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

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PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:55:58 PM Layout Sheet 2

N

(2 OF 7)

PI STA. 32+70.69

PI STA. 40+00.00

BEND NO. 3

OVERLOOK NO. 2

BEND NO. 4

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

27 28 29 30 31 32

33 34 35 36 37 38 39 40

FOUNDATION LAYOUT PLAN

(STA. 33+00.00 TO STA. 40+40.00)

KEY PLAN

(STA. 26+40.00 TO STA. 33+00.00)

FOUNDATION LAYOUT PLAN

NOTES

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

2. SEE BOARDWALK FRAMING PLAN

LAYOUT (7 OF 7)" SHEET.

1. FOR DETAIL 2, SEE "FOUNDATION

U .N .O

U .N .O

U .N .O

U .N .O

BEND NO. 3 DETAIL

BEND NO. 4 DETAIL

= 9" BUTT DIAMETER TIMBER PILE

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

PILE BENT 304

WP 4

(TO PILE BENT 165)

66 SPACES @ 10.00' = 660.00'

PILE BENT 231

124°08'12"

(T O

P

IL

E

B

E N

T

S P

A C

.0

.0

P

IL

E

B

E N

T

P

IL

E

B

E N

T

.0

117°23'01"

(TO PILE BENT 234)

70 SPACES @ 10.00' = 700.00'

8.00'

P I L E

B

E N

T

(T O

P I L E

B

E N

T

S P

A C

.0

.0

PILE BENT 305

WP 1

WP 11

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 8

WP 10

¡ BOARDWALK

¡ BOARDWALK

¡ BOARDWALK

PILE BENT 169

P

IL

E

B

E N

T

U.N.O.)

90°00'00" (TYP.,

U.N.O.)

90°00'00" (TYP., SEE DETAIL 2

.7

PILE BENT 279PILE BENT 236

WP 5

6.54'

.1

P I L E

B

E N

T

62°04'06"

58°41'30"

WP 4

WP 5

.4

.4

.5

.5

BENT

PI

LE

BENT

PI

LE

(T Y P

.0

(T Y P

.0

(T Y P

.0

(T Y P

.0

WP 13

WP 9

WP 12

WP 15

6.75'

WP 16

WP 17

WP 18

WP 14

DATE DESCRIPTION

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CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

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PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:55:59 PM Layout Sheet 3

N

(3 OF 7)

PI

S

TA.

+4 6.0

P I S

T A . 4

.0

PI STA. 55+80.24

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

41 42 43 44 45

49 50 51 52 53 54 55

FOUNDATION LAYOUT PLAN

FOUNDATION LAYOUT PLAN

(STA. 47+60.00 TO STA. 56+20.00)

KEY PLAN

(STA. 40+40.00 TO STA. 47+60.00)

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

U .N .O

U .N .O

NOTES

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

2. SEE BOARDWALK FRAMING PLAN

LAYOUT (7 OF 7)" SHEET.

1. FOR DETAIL 2, SEE "FOUNDATION

U .N .O

U .N .O

OVERLOOK NO. 3

BEND NO. 5

BEND NO. 6

BEND NO. 7

(T O

P I L E

B

E N

T

BEND NO. 5 DETAIL

BEND NO. 6 DETAIL BEND NO. 7 DETAIL

= 9" BUTT DIAMETER TIMBER PILE

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

PILE BENT 396

WP 6

(TO PILE BENT 307)

53 SPACES @ 10.00' = 530.00'

PILE BENT 360

157°01'37"

PI

LE

B

ENT

(TO

PI

LE

B

ENT

2)

S

PACES

.00

.00

WP 7

141°04'09" 119°18'28"

PILE BENT 465

P I L E

B

E N

T

(T O P

ILE

B

E N T

S

P A C E S

.0

.0

WP 1

WP 11

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 8

WP 10

¡ BOARDWALK

¡ BOARDWALK

P

ILE

B

E N T

WP 8

U.N.O.)

90°00'00" (TYP.,

U.N.O.)

90°00'00" (TYP.,

SEE DETAIL 2

PILE BENT 311

PILE BENT 354

PI

LE

B

ENT

7.83'

WP 6

P

ILE

B

E N T

.2

8.96'

8.27'

.2

.0

S P

A C

.0

P I L E

B

E N

T

WP 7 WP 8

78°30'48"

70°32'05" 59°39'14"

.0

.0

.1

.1

.4

.4

BENT 36

¡ PI

LE

BENT

PI

LE

BENT 395

¡ PILE

(T Y P

.0

(T Y P

.0

(T Y P

.0

(T Y P

.0

¡ BOARDWALK

WP 13

7.7 3'

8.0 0'

8.0 0'

PI

LE

B

ENT

PI

LE

B

ENT

69 SPACES @ 10.00' = 690.00'

WP 13

WP 9

WP 14

WP 12

WP 15

WP 18

WP 17

WP 16

.0

S

P A C E S .0

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:55:59 PM Layout Sheet 4

(4 OF 7)

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

57 58 59 60 61 62 63 64 65

FOUNDATION LAYOUT PLAN

KEY PLAN

(STA. 56+20.00 TO STA. 65+20.00)

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

U .N .O

U .N .O

NOTES

OBSERVATION TOWER

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

2. SEE BOARDWALK FRAMING PLAN

LAYOUT (7 OF 7)" SHEET.

1. FOR DETAIL 3, SEE "FOUNDATION

= 12" SQUARE PRESTRESSED CONCRETE PILE

= 9" BUTT DIAMETER TIMBER PILE

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

WP 9

(PILE BENT 467 TO PILE BENT 587)

120 SPACES @ 10.00' = 1200.00'

.0

S

P A

C

.0

P I L E

B

E N

T

A

P I L E

B

E N

T

B

P I L E

B

E N

T

H

90°00'00"

WP 12

SEE DETAIL 3

WP 1

WP 11

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 8

WP 10

¡ BOARDWALK

¡ BOARDWALK

U.N.O.)

90°00'00" (TYP.,

(TYP.)

8.00'

(TYP.)

3.00'

.4

.2

(T Y P

.0

(T Y P

.0

PILE BENT 471 2

.9

PILE BENT 513 PILE BENT 514

PILE BENT 560

¡ BOARDWALK

WP 15

WP 13

WP 13

WP 9

WP 14

WP 12

WP 15

WP 18

WP 17

WP 16

WP 14

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:56:00 PM Layout Sheet 5

(5 OF 7)

STA. 67+95.28

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

68 69 70 71 72 73

FOUNDATION LAYOUT PLAN

KEY PLAN

NOTES

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

U .N .O

U .N .O

BEND NO. 8

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

1. SEE BOARDWALK FRAMING PLAN

BEND NO. 8 DETAIL

LEARNING CENTER

(STA. 65+20.00 TO STA. 73+83.28 AND 94+00.00 TO 94+74.38)

90°00'00"

= 9" BUTT DIAMETER TIMBER PILE

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

137°47'12"

(T O P

ILE

B

E N T

S

P A C E S

.0

.0

P

ILE

B

E N T

PILE BENT 590 PILE BENT 645

WP 1

WP 11

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 8

WP 10

¡ BOARDWALK

U.N.O.)

90°00'00" (TYP.,

¡ BOARDWALK

WP 11

P

ILE

B

E N T

.7

(T Y P

.0

(T Y P

.0

68°53'36"

WP 10

.2

.2

¡ PILE BENT 588

¡ BOARDWALK

55 SPACES @ 10.00' = 550.00'

6.35' 8.00'

TO LEARNING CENTER

9.17'

23.66'

.5

WP 10

(T O

P I L E

B

E N

T

A

S

P A

C

.0

.0

P I L E

B

E N

T

AWP 18

A

P I L E

B

E N

T

WP 13

WP 9

WP 14

WP 12

WP 15

WP 18

WP 17

WP 16

¡ BOARDWALK

(TYP.)

8.00'

(TYP.)

3.00'

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:56:00 PM Layout Sheet 6

(6 OF 7)

N

N

PI STA. 89+89.21

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

83 84 85 86 87 88 89 90

91 92 93 94

FOUNDATION LAYOUT PLAN

KEY PLAN

NOTES

LEGEND

WP # = WORK POINT DESIGNATION

= AREA SHOWN

INFORMATION AT WORK POINTS.

SHEETS FOR ADDITIONAL

1. SEE BOARDWALK FRAMING PLAN

BEND NO. 9 DETAIL

FOUNDATION LAYOUT PLAN

(STA. 82+40.00 TO STA. 90+20.00)

(STA. 90+20.00 TO STA. 94+00.00)

BEND NO. 9

U .N .O

U .N .O

U .N .O

U .N .O

(PILE BENT 75A TO PILE BENT 122A)

= 9" BUTT DIAMETER TIMBER PILE

WORK POINT, STATIONS, AND COORDINATES

DESIGNATION

WORK POINT

STATION

COORDINATES

NORTH EAST

WP 1 9+81.30 2104625.9075 435079.6624

WP 2 19+46.21 2105351.2993 435715.9583

WP 3 25+89.96 2105946.8498 435960.3476

WP 4 32+70.69 2106341.7097 436514.8529

WP 5 40+00.00 2107070.8310 436498.0798

WP 6 45+46.00 2107310.7464 436007.6103

WP 7 48+73.01 2107328.3883 435681.0836

WP 8 55+80.24 2106914.3083 435107.7511

WP 9 60+52.52 2106445.0862 435161.464

WP 10 67+95.28 2105707.1467 435245.9375

WP 11 73+83.28 2105319.4002 435687.9773

WP 12 81+00.69 2106456.5375 435261.4998

WP 13 80+59.71 2106451.8768 435220.7849

WP 14 80+59.71 2106442.5866 435221.8484

WP 15 80+80.33 2106433.1020 435243.6932

WP 16 82+59.33 2104730.6599 434520.2041

WP 17 89+89.21 2105316.4668 434955.5809

WP 18 94+74.38 2105681.2007 435275.5166

WP 1

WP 11

WP 2

WP 3

WP 4

WP 5

WP 6

WP 7

WP 8

WP 10

¡ BOARDWALK

U.N.O.)

90°00'00" (TYP.,

¡ BOARDWALK

(T Y P

.0

(T Y P

.0

71 SPACES @ 10.00' = 710.00'

10.00'

WP 16

PILE BENT 2A

END BENT 1A

PILE BENT 73A

175°21'49"

WP 17

(TO PILE BENT 122A)

47 SPACES @ 10.00' = 470.00'

PILE BENT 75A

9.88'

9.67'

87°40'54"

WP 17

¡ PILE BENT 74A

.0

.0

U.N.O.)

90°00'00" (TYP.,

¡ BOARDWALK

(T Y P

.0

(T Y P

.0

47 SPACES @ 10.00' = 470.00'

PILE BENT 78A PILE BENT 115A

WP 13

WP 9

WP 14

WP 12

WP 15

WP 18

WP 17

WP 16

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

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G I

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G N

A L

D

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G

A

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CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFooting01.dgnMosovML 6/23/2025 5:56:01 PM Layout Sheet 7

(7 OF 7)

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

DETAIL 1

DETAIL 2

DETAIL 3

(LEARNING CENTER PILE LAYOUT)

(OVERLOOK PILE LAYOUT)

SEE OBSERVATION TOWER FOOTING DETAIL SHEETS)

(FOR FOOTING AND CONCRETE PILE DETAILS,

(OBSERVATION TOWER PILE LAYOUT)

.0

.0

.0

.0

.0

.0

.0

.0

.0

.7

.0

.0

.0

.7

.4

.3

.4

.3

10.00'5.33' 5.33'

10.00' 10.00' 10.00'

PILE BENT PILE BENT PILE BENT PILE BENT

12.00' 8.48'8.48'8.00'

.0

.0

.0

S

P A

C

.2

.9

.0

.0

PILE BENT 91

PILE BENT 92

PILE BENT 93 PILE BENT 94

PILE BENT 95

PILE BENT 96

¡ BOARDWALK

¡ BOARDWALK

.3

.3

6.00'

.2

P I L E

B

E N

T

H

3.00'3.00'

(TYP.)

90°00'00"

.0

.0

2.22'

WP 11

WP 12

(TYP.)

90°00'00"

TOWER

¡ BOARDWALK & OBSERVATION

STA. 80+59.71

WP 13

90°00'00" (TYP.)

¡ BOARDWALK

10.00'

5.63'

WP 15

3.71'

1.92'

.0

.8

WP 14

60°00'00"

60°00'00"

3.83'

1.92'

1.92'

.9

9.35'

.2

.2

TOWER STAIRS

¡ OBSERVATION

CONCRETE PILE (TYP.)

12" SQUARE PRESTRESSED

24.00'

.7

6.00' 6.00' 6.00' 6.00'

TIMBER PILE (TYP.)

9" BUTT DIA.

TIMBER PILE (TYP.)

9" BUTT DIA.

PILE (TYP.)

9" BUTT DIA. TIMBER

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBDetails01.dgnMosovML 6/23/2025 5:56:02 PM Default

BOARDWALK TYPICAL SECTION

and partial elevation 12

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

(TYP.) (TYP.) (TYP.)

PARTIAL ELEVATION

NOTES

LEGEND

BW# BOARDWALK FASTENER NOTE CALLOUT

TYPICAL SECTION

2x6 COMPOSITE DECK WITH SS SCREWS

3x10 STRINGERS (7 EA.)

(7'-9" CLEAR OPENING)

AND COMPOSITE DECKING.

INTERFACE BETWEEN WOOD FRAMING MEMBERS

THE TOP OF ALL STRINGERS ALONG THE

PROVIDE BUTYL WATER SEALING JOIST TAPE ON3.

SHEET.

SEE "BOARDWALK RAILING CONNECTION DETAILS"

2. FOR ADDITIONAL RAILING CONNECTION DETAILS,

FASTENERS TABLE" SHEET.

FASTENER TABLE, SEE "FASTENER NOTES AND

1. FOR BOARDWALK FASTENER NOTES AND

2'-0"2'-0" 2 SPA @ 3'-0" = 6'-0"

10'-0" (TYP.)

2x6 COMPOSITE DECK (TYP.)

(EF, TYP.)

9" BUTT DIA. PILING

3x10 BEAM BOLTED ON

2x6 COMPOSITE CAP (TYP.)

4x6 RAIL POST (TYP.)8'-0"

6'-0"

8'-6"

" (TYP.)

BW2 (TYP.)

(T Y P

BW3 (TYP.)

(T

Y P

(T

Y P

BW5 (TYP.)

¡ BOARDWALK

PILING (TYP.)

9" BUTT DIA.

9" BUTT DIA. PILING (EF)

3x10 BEAM BOLTED ON

2x6 COMPOSITE CAP (TYP.)

4x6 RAIL POST (TYP.)

3'-0" 3'-0"

2x10 BLOCKING (TYP.)

2x10 BLOCKING (TYP.)

"2 1" (-) = 7'-68

16 SPA. @ 1'-3

BW1 (TYP.)

(TYP., TOP & BOTT.)

2x6 COMPOSITE RAIL

(TYP., TOP & BOTT.)

2x6 COMPOSITE RAIL

STEEL CABLES (TYP.)

" DIA. PVC COATED

STEEL CABLES (TYP.)

" DIA. PVC COATED

(SEE NOTE 3)

JOIST TAPE (TYP.)

BUTYL WATER SEALING

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBRailingDetails01.dgnMosovML 6/23/2025 5:56:03 PM Railing Details

BOARDWALK RAILING

CONNECTION DETAILS

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

(CONTINUOUS)

INTERIOR CAP JOINT

(DISCONTINUOUS)

END CAP JOINT

TYPICAL HANDRAIL DETAIL

TO STRINGER DETAIL

RAIL POST CONNECTION

RAIL TO POST CONNECTION DETAILS

(BOTTOM RAIL SHOWN, TOP RAIL SIMILAR)

(DISCONTINUOUS)

END RAIL JOINT ELEVATION

(CONTINUOUS)

INTERIOR RAIL JOINT ELEVATION

CAP RAIL TO POST CONNECTION DETAILS

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

NOTES

SHEET.

SEE "BOARDWALK TYPICAL SECTION AND PARTIAL ELEVATION"

2. FOR TYPICAL SECTION AND ADDITIONAL RAILING INFORMATION,

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

CAP RAIL

CAP RAIL

CAP RAIL

C A

P

C A

P

(TYP.)

#12x4" SCREW

(TYP.)

#12x4" SCREW

E

Q U

A L

S

P A

C E

S

70°00'00"

"2

¡ RAIL POST

"2

"4

"4

¡ RAIL POST

¡ RAIL POST

BW3

BW2

2x10 BLOCKING

CAP CONNECTION DETAILS)

2x6 COMPOSITE CAP (SEE

4x6 RAIL POST

2x6 COMPOSITE DECK

3x10 SUPPORT BEAM

3x10 STRINGER

2x6 COMPOSITE DECK

4x6 RAIL POST

4x6 RAIL POST

3x10 STRINGER

4x6 RAIL POST

2x6 COMPOSITE DECK

3x10 STRINGER

"4

¡ 4x6 RAIL POST

& END OF CAP

¡ 4x6 RAIL POST

#12x4" SCREW (TYP.) #12x4" SCREW (TYP.) (TYP.)

"8

" (TYP.)8

3x10 STRINGER

2x10 BLOCKING

1'-0"

TOP 2x6 COMPOSITE RAIL

DETAILS)

POST CONNECTION

(SEE RAIL TO

BOTTOM 2x6 COMPOSITE RAIL

2x6 COMPOSITE RAIL

2x6 COMPOSITE RAIL

2x6 COMPOSITE RAIL

DECK

2x6 COMPOSITE

STEEL CABLES (TYP.)

" DIA. PVC COATED

1 BW3 (TYP.)

BW1

DATE DESCRIPTION

F I

C I

C O

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T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

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PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBEndBentDetails01.dgnMosovML 6/23/2025 5:56:09 PM Default

END BENT DETAILS

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

END BENT PLAN

LIMITS OF REINFORCED FILL

END BENT RAILING PLAN

A

A

SECTION A-A

TYPICAL END BENT SECTION

BOARDWALK RAILING DETAILS.

NOTE: FOR RAILING DIMENSIONS SEE

THAT ARE NOT SHOWN.

NOTE: SEE END BENT PLAN FOR DIMENSIONS

1.5

LEGEND

BW#

NOTE CALLOUT

BOARDWALK FASTENER

NOTES

AND PARTIAL ELEVATION" SHEET.

SEE "BOARDWALK TYPICAL SECTION

2. FOR ADDITIONAL RAILING DETAILS,

FASTENERS TABLE" SHEET.

SEE "FASTENER NOTES AND

NOTES AND FASTENER TABLE,

1. FOR BOARDWALK FASTENER

8'-3"

3'-0"3'-0" "2 11'-1"2

11'-1

"5

'-0

'-0

'-6

'-6

¡ BOARDWALK

'-0

" M

IN

(T

Y P

'-7

"1

S

P A

"2

S P

A '-0

" 6

¡ BOARDWALK

PREFORMED HOLE

1'-6" DIA.

C O

N C

R E

T E

(T

Y P

REINFORCED FILL LIMITS

" (T

Y P

S I D

E W

A L

K

1'-0"

EXCAVATION LIMIT

REINFORCEMENT GEOTEXTILE

INTERMEDIATE GEOSYNTHETIC

GEOTEXTILE

2 LAYERS @ 12" SPACING = 2'-0"

PRIMARY GEOSYNTHETIC REINFORCEMENT

BW7

BW6

(T Y P

BW6 (TYP.)

BW7 (TYP.)

¡ BENT

90°00'00"

(TYP.)

(4'-0" EMBEDMENT)

6x6 POST

PANEL

3x12 WING

END BENT PANEL

3x12

3x12 WING PANEL

3x10 WING CAP

3x10 WING CAP

4x6 RAIL POST (TYP.)

"2 13'-10 "2

13'-10

8x10 PILE CAP

COMPOSITE DECK

2x6

STRINGER

3x10

4x4 RAIL POST4x4 RAIL POST

(TOP LAYER ONLY)

TO PROTECT IT

OVER GEOTEXTILE

AGGREGATE BASE

PLACE 2" OF GRADED

PANEL (TYP., U.N.O.)

3x12 END BENT

PANEL

3x10 END BENT

NONMOVEMENT

COMPACTED TO

AGGREGATE BASE

BACKFILL WITH GRADED

GRADED AGGREGATE BASE

PILE (TYP.)

9" BUTT DIA.

45°00'00" (TYP.)

4'-0" 4'-0"

2x4 NAILER BOARD

2x4 NAILER BOARD

" DIA. PVC COATED STEEL CABLES (TYP.)

9" BUTT DIA. PILING

8x10 PILE CAP ON

PILING

9" BUTT DIA.

2x6 COMPOSITE RAIL (TYP.)

STA. 82+59.33

¡ END BENT 1A

STA. 9+81.30

¡ END BENT 1

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan01.dgnMosovML 6/23/2025 5:56:13 PM Default

BOARDWALK FRAMING PLAN

(1 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

NOTES

BOARDWALK FRAMING PLAN

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST

A A

B

B

(TYP.)

(TYP.)

(SPAN 1, SPAN 2, AND SPAN 3 SHOWN, SPAN 1A, SPAN 2A, AND SPAN 3A SIMILAR)

DETAILS (1 OF 5)" SHEET.

6. FOR VIEW A-A AND SECTION B-B, SEE "BOARDWALK CONNECTION

"END BENT DETAILS" SHEET.

5. FOR ADDITIONAL CONNECTION DETAILS AT END BENT, SEE

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

3. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

2. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

SPAN 3 IS TYPICAL FOR ALL SPANS, UNLESS OTHERWISE SHOWN.

1. BOARDWALK SPAN ARRANGEMENT SHOWN IN SPAN 2 AND

(TYP.)

2'-0"

(TYP.)

2'-0"

3x10 BEAM (TYP.)

2X6 DECKING (TYP.)

2'-0"

(TYP.)

2'-0"

BW3 (TYP.)

BW4 (TYP.)

BW5 (TYP.)

(TYP.)

6"

(TYP.)

6"

¡ OF POST (TYP.)

2x10 BLOCKING (TYP.)

(T Y P

O V

E R

H A

N G

O V

E R

H A

N G

¡ BOARDWALK

BW2

3x10 STRINGER (TYP.)

P I L E

P I L E

2'-0"2'-0"

2'-0"

(POST SPACING)

2 SPA. @ 3'-0" = 6'-0"

(POST SPACING)

2 SPA. @ 3'-0" = 6'-0"

90°00'00" (TYP.)

S

P A

(SPAN 1 OR SPAN 1A)

10'-0"

BW2 (TYP.)

(TYP.) (POST SPACING)

2 SPA. @ 3'-0" = 6'-0"

(SPAN 2 OR SPAN 2A)

10'-0" (SEE NOTE 1)

(SPAN 3 OR SPAN 3A)

10'-0" (SEE NOTE 1)

¡ OF END BENT 1 (END BENT 1A) ¡ PILE & ¡ BENT 2 (BENT 2A) ¡ PILE & ¡ BENT 3 (BENT 3A) ¡ PILE & ¡ BENT 4 (BENT 4A)

SEE NOTE 4 (TYP.)

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan02.dgnMosovML 6/23/2025 5:56:14 PM Default

BOARDWALK FRAMING PLAN

(2 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST BOARDWALK FRAMING PLAN AT LEARNING CENTER

(SPAN 91 - SPAN 95 SHOWN)

NOTES

(U.N.O.) (U.N.O.) SPACING)

5. BW-9 FASTENER NOTE TYPICAL FOR ALL POST TO 4x10 EDGE BEAM CONNECTIONS.

4. LEARNING CENTER SYMETRICAL ABOUT ¡ BOARDWALK.

DETAILS (2 OF 5)" SHEET.

3. FOR DETAIL B1, DETAIL B2, AND DETAIL B3, SEE "BOARDWALK CONNECTION

2. RAILING RAILS NOT SHOWN FOR CLARITY.

NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE, SEE "FASTENER

¡ BOARDWALK

8'-0" 10'-0"12'-0""16 138'-5 "16

138'-510'-0" 10'-0"

45°00'00"

45°00'00"

45°00'00"

45°00'00"

45°00'00" 45°00'00"

45°00'00" 45°00'00"

(TYP.)

2'-0"

(TYP.)

2'-0"

P I L E

P I L E

3x10 STRINGER (TYP.)

3 SPA. @ 3'-8" =11'-0"

(TYP., U.N.O.)

90°00'00"

O V

E R

H A

N G

O V

E R

H A

N G

¡ PILE & ¡ OF BENT 91 ¡ PILE & ¡ OF BENT 92 ¡ PILE & ¡ OF BENT 93 ¡ PILE & ¡ OF BENT 94 ¡ PILE & ¡ OF BENT 95

4x10 EDGE BEAM4x10 EDGE BEAM

4x10 EDGE BEAM 4x10 EDGE BEAM

4x10 EDGE BEAM

4x10 EDGE BEAM

¡ BOARDWALK

3x10 BEAM (TYP.)

BW2 (TYP.)

BW12 (TYP.)

2X6 DECKING (TYP.)

BW4 (TYP.)

BW5 (TYP.)

(TYP.)

6"

(TYP.)

6"

¡ OF POST (TYP.)

BW3 (TYP.)

S

P A

(T

Y P

(T

P

S

P A

(T

Y P

(T

Y P

(T

Y P

(T

Y P

(T

Y P

(T

Y P

(T

Y P

SEE DETAIL B1

SEE DETAIL B2

SEE DETAIL B3

SEE DETAIL B3

SEE DETAIL B2

(P O S T S

P A C

IN

G

S

P A

(P O S T S

P A C

IN

G

S

P A '-0

'-0

(P O S T S

P A C

IN

G

S

P A

(P O S T S

P A C

IN

G

S

P A '-0

'-0

(T Y P

(T Y P

(T Y P

(T Y P

(T Y P

(T Y P

BW9 (SEE NOTE 5)

90°00'00" (TYP.)

6" 6"

(POST SPACING)

"8 72'-7

"6

" "4

16"4

2x4 NAILER BOARD

BOARD

2x4 NAILER

(TYP., U.N.O.)

2x6 NAILER BOARD

2x4 NAILER BOARD

2x4 NAILER BOARD

2x4 NAILER BOARD

2x4 NAILER BOARD

¡ OF BENT 96

¡ PILE &

(POST SPACING)

2 EQUAL SPA.

(TYP.)

2x10 BLOCKING

(POST SPACING)

2 EQUAL SPA.

S

P A

S

P A

S

P A

(POST

"8 72'-7

"2 11'-1"2

11'-1

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

BW15

SEE DETAIL B2

SEE DETAIL B2

SEE DETAIL B3

SEE DETAIL B1

BW15

BW15

" (TYP.)4

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan03.dgnMosovML 6/23/2025 5:56:15 PM Default

BOARDWALK FRAMING PLAN

(3 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

U.N.O.)U.N.O.)

NOTES

BOARDWALK BEND 1 FRAMING PLAN

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST

(FRAMING PLAN AT SPAN 97, SPAN 98, AND SPAN 99)

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

DETAILS (3 OF 5)" SHEET.

3. FOR DETAIL B4 AND DETAIL B5, SEE "BOARDWALK CONNECTION

2. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

¡ BOARDWALK

3x10 BEAM (TYP.)

BW2 (TYP.)

BW5 (TYP.)

BW3 (TYP.)

BW8

(TYP

2X6 D

ECKIN

G (

TYP

BW4

(TYP

SEE

DETAIL

B4

SEE

DETAIL

B5

(TYP.,

2'-0"

(TYP.,

2'-0"

1'-0"1'-0"

1'-0"

3x H

EADER B

EAM

9'-

"8 38'-5

"8 37'-5

8'-

3x10 STRINGER (TYP.)

P I L E

P I L E

P I L E

P I L E

"8 37'-7

"4 38'-6

O V

E R

H A

N G

"2

O V

E R

H A

N G

"2

(POS

T S

PACIN

G)

2 E

QUAL S

PA.

(POST SPACING)

2 EQUAL SPA.

(POS

T S

PACIN

G)

2 E

QUAL S

PA.

80°31'39"80°31'39"

80°31'39"

°31 '39

90°00'00" (TYP., U.N.O.)

¡ PILE & ¡ OF BENT 97

¡ PIL

E &

¡ OF

BENT 98

¡ P

ILE

OF

BENT 9

10'-0"

'-0

1'-0"

¡ B

OARDWALK

¡ O F P

OS

T (

TYP

2x

BLOCKIN

G (

TYP

(TYP

6" (TYP

6"

"2

"2

8'- 0"

"2

S

P A

¡ P

ILE

OF

BENT 1

S

P A

(POS

T S

PACIN

G)4'-

0"

SEE NOTE 4 (TYP.)

SEE NOTE 4 (TYP.)

SEE

NOTE

4 (

TYP

SEE

NOTE

4 (

TYP

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan04.dgnMosovML 6/23/2025 5:56:17 PM Default

BOARDWALK FRAMING PLAN

(4 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

BOARDWALK OVERLOOK FRAMING PLAN

(TYPICAL FRAMING PLAN BOARDWALK OVERLOOK LOCATIONS)

U.N.O.) U.N.O.)

NOTES

(POST SPACING)

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST

S P

A C

IN

G

P O S T

S P

A C

IN

G

P O S T

POST SPACING POST SPACING

DETAILS (3 OF 5)" SHEETS.

CONNECTION DETAILS (2 OF 5)" AND "BOARDWALK CONNECTION

6. FOR DETAIL B1, DETAIL B3, AND DETAIL B6 SEE "BOARDWALK

BEAM CONNECTIONS.

5. BW-9 FASTENER NOTE TYPICAL FOR ALL POST TO 4x10 EDGE

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

3. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

2. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

AREAS, UNLESS OTHERWISE SHOWN.

1. BOARDWALK SPAN ARRANGEMENT TYPICAL FOR ALL REST

(SEE NOTE 1)

10'-0"

(SEE NOTE 1)

10'-0"

(SEE NOTE 1)

10'-0"

6"6"

4x10 EDGE BEAM

(TYP.,

2'-0"

(TYP.,

2'-0"

(TYP., U.N.O.)

2 SPA. @ 3'-0" = 6'-0"

(TYP.)

6"

(TYP.)

6"

¡ OF POST (TYP.)

BW2 (TYP.)

2X6 DECKING (TYP.)

BW4 (TYP.)

¡ BOARDWALK

3x10 BEAM (TYP.)

3x10 BEAM 3x10 BEAM

BW9 SEE NOTE 5

O V

E R

H A

N G

O V

E R

H A

N G

O V

E R

H A

N G

(TYP.)

45°00'00"

5'-4" 5'-4"

BW5 (TYP., U.N.O.)

SEE DETAIL B6 SEE DETAIL B6

SEE DETAIL B3

SEE DETAIL B3

BW3 (TYP., U.N.O.)

3x10 STRINGER (TYP.)

¡ PILE & ¡ OF BENT ¡ PILE & ¡ OF BENT ¡ PILE & ¡ OF BENT

¡ PILE & ¡ OF BENT

P I L E

P I L E

(POST SPACING)

3 SPA. @ 3'-0" = 9'-0"

10'-0" 10'-0"

SEE DETAIL B1 SEE DETAIL B1

90°00'00" (TYP.)

(T Y P

(T Y P

"8 710 "8

2x6 NAILER BOARD (TYP.)

2x10 BLOCKING (TYP.)

S

P A

S

P A

"2

'-1

'-3

" 3

4x10 EDGE BEAM 4x10 EDGE BEAM

BW12 (TYP.)

SEE NOTE 4 (TYP.)

SEE NOTE 4 (TYP.)

" (TYP.)4

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan05.dgnMosovML 6/23/2025 5:56:18 PM Default

BOARDWALK FRAMING PLAN

(5 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

NOTES

U.N.O.)

BOARDWALK BEND 2 FRAMING PLAN

U.N.O.)

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST

(FRAMING PLAN AT SPAN 162, SPAN 163 AND SPAN 164)

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

SHEETS.

DETAILS (3 OF 5)" AND "BOARDWALK CONNECTION DETAILS (4 OF 5)"

3. FOR DETAIL B5 AND DETAIL B7, SEE "BOARDWALK CONNECTION

2. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

¡ BOARDWALK

3x10 STRINGER (TYP.)

BW3 (TYP.)

(TYP.,

2'-0"

(TYP.,

2'-0"

3x10 BEAM (TYP.)

BW2 (TYP.)

"8 76'-3

"8 58'-0 "2

15'-9

"8 74'-3

"4

5'-1

"8

6'-10

1'-0"1'-0"

1'-0"1'-0"

BW

4 (TYP.)

2x6 D

ECKING (TYP.)

3x10 H

EAD

ER BEAM

BW

8 (TYP.)

¡ OF POST (TYP.)

SEE DETAIL B5

(POST SPACING)

2 EQUAL SPA.

(POST SPACING)

2 EQUAL SPA.

73°52'58"

73°52'58"

73°52'58"

73°52'58"

(TYP., U.N.O.)

90°00'00"

¡ PILE & ¡ OF BENT 162

¡ PILE & ¡ OF BENT 163

¡ PILE &

¡ OF BENT 164

10'-0"

10'-0"

SEE DETAIL B7

P I L E

P I L E

P

IL

E

P

IL

E

O V

E R

H A

N G

O V

E R

H A

N G

0 8

2x10 BLOCKING (TYP.)

(TYP.)

6"

(TYP.)

6"

¡ BOARD

W

ALK

8'-0"

(POST SPACING)

4'-0"

¡ PILE &

¡ OF BENT 165

(POST SPACING)

"4

1'-9

S P

A

S

P A

BW

5 (TYP.)

(POST SPACING)

"8 33'-0

SEE NOTE 4 (TYP.)

SEE NOTE 4 (TYP.)

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan06.dgnMosovML 6/23/2025 5:56:19 PM Default

(6 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

NOTES BOARDWALK BEND 3 FRAMING PLAN

U.N.O.) U.N.O.)

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

4x6 RAILING POST

(FRAMING PLAN AT SPAN 231, SPAN 232, AND SPAN 233)

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

SHEETS.

DETAILS (3 OF 5)" AND "BOARDWALK CONNECTION DETAILS (4 OF 5)"

3. FOR DETAIL B5 AND DETAIL B7, SEE "BOARDWALK CONNECTION

2. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

8'-0""4 15'-2"4

32'-10

"8 38'-4"8

14'-8

(TYP.,

2'-0"

(TYP.,

2'-0"

2x6 DECKING (TYP.)

BW4 (TYP.)

BW3 (TYP.)

BW5 (TYP.)

3x10 BEAM (TYP.)

BW2 (TYP.)

3x10 HEADER BEAM

BW8 (TYP.)

¡ BOARDWALK

"8

1'-0"1'-0"

1'-0"1'-0" 2x10 BLOCKING (TYP.)

¡ OF POST (TYP.)

(POST SPACING)

4'-0"

(POST SPACING)

4'-0"

(POST SPACING)

2 EQUAL SPA.

(P O S

T

S P

A C

IN

G

E

Q U

A L

S P

A

SEE DETAIL B7

SEE DETAIL B5

62°04'06"

62°04'06"

°0

'0

°0

'0

90°00'00" (TYP., U.N.O.)

O F

B

E N

T

P

IL

E

¡ PILE & ¡ OF BENT 232

¡ PILE & ¡ OF BENT 233 ¡ PILE & ¡ OF BENT 234

10'-0"

(TYP.)

3x10 STRINGER (TYP.)

6"

(TYP.)

6"

B

O A

R D

W A L K

6' -0

1' -3

PI

LE

3' -0

3' -0

PI

LE

1' -3

P I L E

P I L E

O V

E R

H A

N G

O V

E R

H A

N G

7' -6

S

PA.

S

P A

(P O S

T

S P

A C

IN

G

"4

(POST SPACING)

1'-7"

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

CLAY COUNTY

AND PUBLIC WORKS

E H

T T

A E

R G

ADIROLF

Y T

N U

O C

L

A E

S

EHTF

O

EL

POEP

F

O

Y A

L C

PREPARED FOR

ENGINEERING DEPARTMENT

Z:\2021\R210955.03 - Clay Moccasin Slough Boar\CAD\Moccasin\Structure\StrBFramingPlan07.dgnMosovML 6/23/2025 5:56:21 PM Default

(7 OF 16)

N

12574 FLAGLER CENTER BLVD - SUITE 202

JACKSONVILLE, FL 32258

BENJAMIN J. ALLIS, P.E.

P.E. LICENSE NUMBER 89242

GAI CONSULTANTS, INC.

BOARDWALK BEND 4 FRAMING PLAN

(FRAMING PLAN AT SPAN 304, SPAN 305, AND SPAN 306)

LEGEND

BOARDWALK FASTENER NOTE CALLOUTBW#

NOTES

U.N.O.) U.N.O.)

(TYP.)

4x6 RAILING POST

CONNECTION DETAILS (5 OF 5)" SHEET FOR DETAILS.

4. STRINGER PLACEMENT ALTERNATES AT BENTS, SEE "BOARDWALK

SHEETS.

DETAILS (3 OF 5)" AND "BOARDWALK CONNECTION DETAILS (4 OF 5)"

3. FOR DETAIL B5 AND DETAIL B7, SEE "BOARDWALK CONNECTION

2. RAILING RAILS NOT SHOWN FOR CLARITY.

SEE "FASTENER NOTES AND FASTENERS TABLE" SHEET.

1. FOR BOARDWALK FASTENER NOTES AND FASTENER TABLE,

8'-0" "8 54'-8

"8 38'-4

3x10 STRINGER (TYP.)

BW2 (TYP.)

2'-11"

"4 14'-7

¡ OF POST (TYP.)

(TYP.,

2'-0"

(TYP.,

2'-0"

(POST SPACING)

4'-0…