2509-02_Clearwater_SR_60_Trailhead_Park_ARCH_&_STRUCT__100%_BID_PLANS_2026.07.21_S&S.pdf

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For

WDA Project No:

PO#:

ARCHITECT :

WILLIAMSON DACAR ASSOCIATES,INC.

DBA WILLIAMSON DESIGN ASSOCIATES

2605 ENTERPRISE RD. E, SUITE 200

CLEARWATER, FLORIDA 33759

PHONE: (727) 725-0951

Architect: AA0002541 Engineering: EB 0006884

NOTE:

TO THE BEST OF MY KNOWLEDGE,

THESE DRAWINGS AND PROJECT

MANUALS ARE COMPLETE AND COMPLY

WITH THE FLORIDA BUILDING CODE 8TH

EDITION 2023 AND FLORIDA FIRE

PREVENTION CODE 8TH EDITION 2023.

Williamson Design Associates

FIRM NAME

Theodore J. Williamson

ARCHITECT OF RECORD

03/20/2026

DATE

PROFESSIONAL SEAL / SIGNATURE:

LAND PLANNER

URBAN DESIGNERS

1188 KAPP DRIVE CLEARWATER, FL 33765

FL. REG. LIC. #254

PHONE: (727) 441-4504

LANDSCSAPE ARCHITECT :

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P

M 2509-02

100% BID PLANS

07/21/2026

CLEARWATER SR60 TRAILHEAD PARK

STATE ROAD 60 & BAYSHORE BLVD.

CITY OF CLEARWATER

25000913

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CITY OFFICIALS:

Bruce Rector Mayor David Allbritton Councilmember Lina Teixeira Councilmember Ryan Cotton Councilmember Mike Mannino Councilmember Jennifer Poirrier City Manager

Approved for Construction

City Project No. 26-0052-PR

City Plan Set No. 2025-015

Tara L. Kivett, P.E.

Date Approved

City Engineer

CITY ENGINEER Tara L. Kivett, P.E. #86611

HGT.

AS REQUIRED

DRINKING WATER FOUNTAIN

CENTERLINE

NUMBER OR POUND

ACOUSTICAL

ADJUSTABLE

AIR CONDITIONING

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

PERPENDICULAR OR STRUCTURAL TEE

CHANNEL

DIAMETER OR ROUND

ALUMINUM

AMERICAN SOCIETY TESTING MATERIALS

AMERICAN INSTITUTE OF ARCHITECTS

ANCHOR BOLT

ANODIZED

ARCHITECT(URAL)

AUTOMATIC

BACK SPLASH

BASEMENT

BEARING

BETWEEN

BITUMINOUS

BLOCKING

BUILDING

BUILT-UP

ALIGN WITH WINDOW MULLION

CARPET (ED)

CATCH BASIN

CERAMIC TILE

CHAMFER

CHAIN LINK

CAST IRON

CIRCUMFERENCE

CLEARANCE

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTRACTOR

CONTINUOUS OR CONTINUE

CONTROL JOINT

CLEAR TEMPERED PLATE GLASS

COUNTER

CAST IN PLACE

FURNISHED INSTALLED

CLEAN OUT

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN NATIONAL STANDARDS INSTITUTE

EXISTING

EXPOSED

EXPANSION JOINT

EXHAUST

ELECTRIC WATER HEATER

EACH WAY

ELEVATION

ELECTRIC

ELECTRIC HAND DRYER

DOWN LEADER

DRAWING

DOWN SPOUT

DIMENSION

DIAMETER

CASE DRAIN

COLD WATER

ELECTRIC WATER COOLER

FLUORESCENT

FLOOR (ING)

FLASHING

FINISH (ED)

FACE OF STUDS

FACE OF FINISH

FACE OF CONCRETE

FINISH FLOOR

FIRE EXTINGUISHER

FIRE ALARM

FACE OF STRUCTURAL MASONRY

FACE OF FINISHED MASONRY

FACE OF SHEATHING

EXTERIOR

A.R.

D.F.

EA.

ABV.

ACOUS.

ADJ.

A/C

A.F.F.

ALT.

AL.

ALUM.

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A.I.A.

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BKSPL.

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BRG.

BM.

BTWN.

BIT.

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BRK.

BLDG.

BU.

BSMT.

CPT.

C.B.

CTR.

CLG.

CEM.

C.T.

CHAM.

CHN LNK

C.I.

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CIR.

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EQ.

ELEV

ELEC

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E.H.D.

FLUOR

FLR.

FLASH.

FIN.

FOF

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F.CLG/ FIN. CEIL.

FE.

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CEMENT

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AND

ABOVE

AT

FINISH CEILING

NATIONAL FIRE PROTECTION AGENCY

OCCUPATIONAL SAFETY AND

OWNER FURNISHED OWNER INSTALLED, (N.I.C.)

OWNER FURNISHED CONTRACTOR INSTALLED

SPANDRELITE PANEL GLASS

TINTED TEMPERED PLATE GLASS

REFLECTED

PLASTIC LAMINATE

TO MATCH EXISTING

REFERENCE OR SEE

INSIDE DIAMETER

INCLUDING

LEADED GLASS

LAMINATED GLASS

LAVATORY

LAMINATE (D)

JUNCTION

JANITORS CLOSET

JUNCTION BOX (ES)

INTERIOR

LIVE LOAD

INSULATE (D) (ING) (TION)

MANUFACTURE (ER)

MARBLE

MASONRY

MASONRY OPENING

MAXIMUM

MOISTURE RESISTANT

MOUNTED

MECHANIC (AL)

MIRROR GLASS

MISCELLANEOUS

NOT TO SCALE

ON CENTER (S)

OPENING

OVER ALL

MATERIAL

NATL. ELECTRIC CODE

NATL. SANITATION FOUND.

HEALTH ADMINISTRATION

PROPERTY LINE

PLYWOOD

ONE WAY GLASS

OPPOSITE HAND

PRESSURE TREATED

REFERENCE

REINFORCING

REQUIRED

ROUGH OPENING

RIGHT OF WAY

SCHEDULE

PAPER TOWEL DISPENSER

POUNDS PER CUBIC FOOT

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REVISION (S) (REVISED)

OUTSIDE DIAMETER

LIGHT WEIGHT

SOLID CORE

SPECIFICATION (S)

STAINLESS STEEL

SANITARY SEWER

STANDARD

STORAGE

STRUCTURAL

TOP AND BOTTOM

TOP OF FOUNDATION

TELEPHONE

TOP OF MASONRY

TOP OF CONCRETE

TO MATCH

TOP OF WALL

TOP OF ROOF DECK

SUSPENDED

TOTAL DYNAMIC HEAD

TOP OP ROOF PERIMETER

TONGUE AND GROOVE

TYPICAL

VAPOR BARRIER

VERTICAL

VENEER PLASTER

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

TELEVISION

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HORIZONTAL (LY)

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MINIMUM

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RADIUS

SHEET

SOUTH

STEEL

LENGTH

JOINT

HOUR

HEIGHT

FLOORFL.

DEMOLITIONDEMO

MASONRY CONTROL JOINTMCJ

RESTROOMR.R.

TEMPORARYTEMP.

INFORMATIONINFOR.

TRANSITIONTRANS.

B.O. BOTTOM OF

HANDICAPPED ACCESSIBLEH.C.

FLORIDA BUILDING CODE (S)FBC

F.V. FIELD VERIFY

ABBREVIATIONS

EPS EXPANDED POLYSTYRENE

GYPSUM WALL BOARD

GENERAL

GRADE (GRADING)

GALVANIZED IRON

GALVANIZED

HEATING/VENTILATING/

HEADER

HARDWARE

AIR CONDITIONING

H OR HT.

GYP./GWB

GEN.

GD.

G.I.

GALV.

FT.

FTG.

HVAC.

HDR.

HDW.

FOOT

HEIGHT

FOOTING

VENT THRU ROOF

WIDTH OR WEST

WATER CLOSET

WITHOUT

WATER PROOFING

WELDED WIRE FABRIC

WIRE GLASS

WATER HEATER

WNDW

W. HTR.

VTR.

W.

WC.

W/

W/O

WT.

WG

WD

WWF.

WP.

WITH

WINDOW

WOOD

WEIGHT

X

XXX

XX

XXX

XX

XXX

SECTION DETAIL MARK

GRADE / EARTH

CONCRETE

REVISION MARK

DETAIL MARK

ELEVATION MARK

SYMBOL AND MATERIAL LEGEND

NOTE:

SPECIFIC DETAILS MAY CONTAIN SYMBOLS FOR MATERIALS

THAT DIFFER FROM THESE GENERAL ITEMS NOTED.

KEYED NOTE

30'-03" ELEVATION MARK

NORTH SYMBOL

1. VERIFY ALL CONDITIONS & DIMENSIONS & REPORT ANY DISCREPANCIES TO THE ARCHITECT

PRIOR TO BEGINNING WORK. VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS

ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS &

CONDITIONS SHOWN BY THESE DRAWINGS AT THE TIME OF DISCOVERY.

2. THE PLANS SHOW THE LOCATION OF ALL FIXTURES & EQUIPMENT & ARE INTENDED TO CONVEY

THE GENERAL INTENT OF THE WORK IN SCOPE & LAYOUT. THEY ARE NOT INTENDED TO SHOW

IN MINUTE DETAIL EVERY & ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF

THE WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK.

3. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL OF APPROPRIATE

AND REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS DESCRIBED IN THE CONTRACT

DOCUMENTS.

4. PROVIDE A COMPLETE & FINISHED PRODUCT. ANY ITEMS NOT SPECIFIED, OR IDENTIFIED, BUT

REQUIRED TO COMPLETE AN ASSEMBLY, SYSTEM, ETC. SHALL BE CONSIDERED PART OF THIS

CONTRACT.

5. COORDINATE AND ASSURE THAT ALL ITEMS OF WORK WILL FIT AND FUNCTION IN ACCORDANCE

WITH THE INTENT OF THESE DOCUMENTS AND THAT INDIVIDUAL PIECES OF THE SAME AND

DIFFERENT SYSTEMS WILL PROPERLY FUNCTION IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS, THE MANUFACTURER AND INDUSTRY STANDARDS.

6. BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE THE LIMIT OF WORK DUE TO

OPERATIONS. RESTORE ALL DAMAGED AREAS OR ITEMS TO THEIR ORIGINAL CONDITION AT NO

ADDITIONAL COST TO THE OWNER. PROVIDE ALL TEMPORARY PROTECTION AS REQUIRED TO

PROPERLY SECURE THE SITE AND THE BUILDING FROM INTRUDERS, ANIMALS, AND THE

ELEMENTS.

7. BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM INTEGRATED WITH SCOPE OF

WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND OBJECTIVES OF THIS

PROJECT. ALL CLEARANCES AND CONFLICTS OF ANY AND ALL CONSTRUCTION; FRAMING/

MECHANICAL/ PLUMBING/ ELECTRICAL/ ETC REQUIRED SHALL BE ADJUSTED FOR PROPER FIT,

ACCESSIBILITY AND FUNCTION.

8. BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND WORK DESCRIBED IN THE

DRAWINGS. INDIVIDUAL CONTRACTORS SHALL BE RESPONSIBLE FOR THE CONFORMANCE OF

THEIR DESIGN AND EXECUTION TO ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING

CODES AND ORDINANCES, ZONING BYLAWS AND GOVERNING AGENCIES AS WELL AS OSHA,

NFPA AND THE HEALTH ACTS.

9. PURSUE THIS WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL MANNER AND BE

RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF THE SITE DURING

CONSTRUCTION.

10. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR DETAILED IN MORE THAN

ONE LOCATION, PROVIDE THE MORE EXPENSIVE OR HIGHER QUALITY ITEM.

11. SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE SPECIFICATIONS OR THE DRAWINGS

INDEPENDENT OF BEING INDICATED WITHIN THE OTHER.

12. COORDINATE ALL DIMENSIONS OR EQUIPMENT & BUILT IN ITEMS WITH FINAL PLACEMENT

LOCATIONS AS-BUILT CONDITIONS.

13. IN ADDITION TO THE REQUIREMENTS OF THE SPECIFICATIONS ALL MATERIAL SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND

RELATED TRADE PRACTICES OR STANDARDS. THE PREPARATIONS AND MODIFICATIONS OF

UNDERLYING CONDITIONS SHALL BE COMPLETE AND READY FOR THE NEXT TRADE OR

PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD TRADE PRACTICE AND

PERFORMED BY SKILLED WORKERS, TRAINED IN THE INSTALLATION OF THE PRODUCT BEING

INSTALLED. WORK NOT CONFORMING TO THESE REQUIREMENTS SHALL BE CAUSE FOR

REJECTION. SATISFACTORY REMEDIES MAY INVOLVE COMPLETE REMOVAL AND

REPLACEMENT OF DEFECTIVE WORK OR MATERIAL AT THE CONTRACTORS EXPENSE.

14. BE RESPONSIBLE FOR ALL REQUIRED AS BUILT WORK DRAWINGS, CALCULATIONS AND

DIAGRAMS FOR ALL SYSTEMS AS IDENTIFIED IN THE DRAWING SPECS AT THE TIME OF

INSTALLATION. COORDINATION DRAWINGS ARE REQUIRED PER SPECIFICATIONS TO IDENTIFY

PROPER FIT AND FUNCTIONS AS WELL AS IDENTIFY ANY POSSIBLE CONFLICTS PRIOR TO

COMMENCING WITH SPECIFIC WORK.

15. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR DESIGNEES

PERFORMING WORK OR SERVICES FOR THIS PROJECT, BE IT FOR MATERIALS, LABOR OR BOTH

SHALL BE RESPONSIBLE FOR THE DETAILED EXAMINATION OF EXISTING CONDITIONS AT THE

SITE, AS INDICATED IN DRAWINGS, OR IN OTHER INFORMATION AVAILABLE FROM A PUBLIC

AGENCY OR UTILITY COMPANY. NO CONSIDERATION SHALL BE GIVEN FOR CLAIMS MADE AS A

RESULT OF FAILURE TO UNDERSTAND, IDENTIFY OR ESTABLISH EXISTING CONDITIONS. ANY

DAMAGE TO EXISTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT

HIS OWN EXPENSE.

16. SPECIFICATIONS & REQUIREMENTS INDICATED ON THE DRAWINGS ARE CONSIDERED MINIMUM

ACCEPTABLE CRITERIA & MAY BE SUPERSEDED BY MORE STRINGENT CRITERIA REQUIRED AS

PART OF THE DOCUMENTS. NOTIFY THE ARCHITECT FOR ANY POSSIBLE CONFLICTS OR

DISCREPANCIES PRIOR TO COMMENCING THE SPECIFIC WORK..

17. ALL WOOD IN CONTACT WITH THE CONCRETE, MASONRY OR AS INDICATED OR REQUIRED

SHALL BE PRESSURE PRESERVATIVE TREATED.

18. ALL FINISHES SHALL BE PROTECTED WHERE INDICATED AS THE FINAL FINISH OR FINISH TO

REMAIN. BE RESPONSIBLE FOR ALL REPAIRS TO PRODUCE A UNIFORM FINISH AT FINAL

COMPLETION.

PROJECT NOTES

LOCATION MAPS

LOCATION

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RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

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P

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STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

INDEX, GENERAL NOTES & ABBREVIATIONS

T-2

A1

DRAWING INDEX

SHEET

NUMBER SHEET NAME

0 - GENERAL SHEETS

T-1 COVER

T-2 INDEX, GENERAL NOTES & ABBREVIATIONS

L - LANDSCAPING

L1 PLANTING PLAN

L2 IRRIGATION PLAN

L3 PLANT SPECIFICATIONS

L4 PLANT SPECIFICATIONS

A1 - DEMOLITION SITE PLANS

A1.1 DEMOLITION SITE PLAN

A1 - SITE PLANS

A1.2 SITE PLAN

A1.3 PARK EQUIPMENT & SIGNAGE

A4 - ENLARGED PLAN

A4.1 ENLARGED PLANS

S - STRUCTURAL

S0.1 STRUCTURAL SPECIFICATIONS

S5.1 STRUCTURAL DETAILS

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

PERMIT SET 03/17/26

100% BID PLANS 07/21/26

1"

EXISTING CONCRETE TO REMAIN

DEMOLTION PLAN LEGEND

REMOVE EXISTING TRAIL CONCRETE APRON

EXISTING CONCRETE APRON TO REMAIN

EXISTING ASPHALT TRAIL TO REMAIN

B A

Y S

H O

R E

B O

U

LE

V A

R D

STATE ROAD 60/GULF-TO-BAY BOULEVARD

SILT FENCE (SEE DETAIL

THIS SHEET)

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Notes:

• The Horizontal Datum is Florida State Plan Coodinates, N.A.D. 83-11, Florida West Zone.

• The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988.

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

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P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

DEMOLITION SITE PLAN

A1.1

1" = 20'-0"A1.1

1 DEMOLITION SITE PLAN

DEMOLITION PLAN KEY NOTES

NUMBER DESCRIPTION

1 EXISTING SIGNAGE TO REMAIN

2 EXISTING ASPHALT TRAIL TO REMAIN

3 EXISTING TREES TO REMAIN, REFERENCE THE "TREE PRESERVATION PLAN"

FOR FURTHER INFORMATION

4 REMOVE EXISTING BICYCLE REPAIR STATION AND TURN OVER TO OWNER.

PREP AREA FOR INSTALLATION OF NEW BICYCLE REPAIR STATION

5 EXISTING BUILDING

6 EXISTING PAVEMENT TO BE REMOVED

7 EXISTING DECORATIVE ROCK TO REMAIN

N

S

W E

SCALE: REFER TO SHEET

GRAPHIC SCALE (IN FEET)

1/4" = 1'-0"A1.1

2 FILTER FABRIC SILT FENCE DETAIL

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

PERMIT SET 03/17/26

100% BID PLANS 07/21/26

1/8" = 1'-0"A1.1

3 TREE BARRICADE DETAIL

1"

B A

Y S

H O

R E

B O

U

LE

V A

R D

STATE ROAD 60/GULF-TO-BAY BOULEVARD

A4.1

A4.1

A4.1

A4.1

3 TYP.

A4.1

EXISTING CONCRETE TO REMAIN

SITE PLAN LEGEND

EXISTING CONCRETE APRON TO REMAIN

EXISTING ASPHALT TRAIL TO REMAIN

NEW 6" CONCRETE SLAB ON GRADE (REINFORCE PER STRUCTURAL

DWGS.)

NOTE: ALL NEW CONCRETE SLAB AREAS ARE TO MATCH THE EXISTING GRADE

ELEVATION OF THE ADJACENT EXISTING PAVEMENT/SIDEWALKS. ALL NEW SLAB AREAS

ARE TO COMPLY WITH ALL ADA CODE REQUIREMENTS AND HAVE A MAXIMUM 1:20

SLOPE AND A MAXIMUM 1:50 CROSS SLOPE.

REFER TO SHEET

T H

IS

D

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O N

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IN

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C O

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IN

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IZ

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E

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IS

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IN

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A

T

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F A

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O F

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F O

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C O

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A

IN

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IN

M

A Y

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IA

B

IL

IT

Y

U N

D

P L

IC

A

B L

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A W

S

Notes:

• The Horizontal Datum is Florida State Plan Coodinates, N.A.D. 83-11, Florida West Zone.

• The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988.

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

/2

/2

:5 :3

P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

SITE PLAN

A1.2

1" = 20'-0"A1.2

1 SITE PLAN

KEYNOTE LEGEND

Key Value Keynote Text

1 DRINKING FOUNTAIN

2 NEW PARK ID SIGNAGE

3 EXISTING ASPHALT DRIVEWAY

4 NEW TRASH CAN ON 3'x3' CONCRETE PAD

5 NEW BIKE RACK

6 NEW BICYCLE REPAIR STATION TO BE INSTALLED

7 NEW PICNIC TABLES

8 APPLY 15' RADIAL PINE BARK MULCH AROUND EXISTING TREES (MINI NUGGETS OR FINES) (SEE

LANDSCAPE DWGS.)

9 EXISTING BUILDING

10 NEW XL ADIRONDACK CHAIR ON 6'x 9' CURVED CONCRETE PAD

11 NEW ADIRONDACK CHAIRS ON 6'X9' CURVED CONCRETE PAD

12 NEW DOG RELIEF AREA AND "PICK UP WASTE" SIGNAGE.

13 NEW LANDSCAPE AND IRRIGATION (SEE LANDSCAPE DWGS.)

14 NEW BENCH ON 4'X8' CURVED CONCRETE PAD

15 DOG WASTE BAG DISPENSER

16 EXISTING ASPHALT TRAIL TO REMAIN

17 CONCRETE PAD ATTACHED TO EXISTING SIDEWALK SHOULD HAVE A RADIUS NO LESS THAN 6'-0" FOR

EASE OF MAINTENANCE CARE

18 CONSTRUCT 2"X8" TAPPING VALVE AND SLEEVE PER CITY OF CLEARWATER STANDARD POTABLE WATER DETAILS (500 SERIES) AND SPECIFICATIONS SECTION 503-4. INSTALL METER AS MAY BE

REQUIRED BY CITY OF CLEARWATER. CONTRACTOR TO OBTAIN RIGHT-OF-WAY USE PERMIT AND

RECLAIMED WATER SERVICE CONNECTION PERMIT FROM THE ADJENCIES HAVING JURISDICTION

19 CONSTRUCT 2" PVC SCHED 40 SERVICE AND GATE VALVE TO SERVE PROPOSED IRRIGATION WELL

20 CONSTRUCT 3/4" SCHED 40 PVC SERVICE TO WATER FOUNTAIN

21 CONSTRUCT 3/4" TAP ONTO EXISTING WATER SERVICE TO BUILDING

22 CONNECTION POINT FOR IRRIGATION SYSTEM

23 EXISTING WATER SERVICE TO BUILDING FROM WATER METER

24 EXISTING 6" RECLAIMED WATER

25 R/W LINE

N

S

W E

SCALE: REFER TO SHEET

GRAPHIC SCALE (IN FEET)

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

REFER TO SHEET

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

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H T

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M A

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IN

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L

IA

B

IL

IT

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U N

D

P L

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A

B L

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A W

S

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

/2

/2

:5 :3

P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

PARK EQUIPMENT & SIGNAGE

A1.3

1 DOTY & SONS 5'-0" CLASSIC STYLE BENCH

MODEL # B4451

• SANDBLAST FINISH (SB4).

• BROWN PIGMENT, TWO COATS OF NON-GLOSS SEALER (ACR2)

APPLIED TO CONCRETE PORTION.

• PLASTIC LUMBER BACK AND SEAT FINISH (RPL5 - DARK TEAK).

DOTY & SONS 72" CLASSIC STYLE PICNIC TABLE

MODEL # T6461

• SANDBLAST FINISH (SB4).

• BROWN PIGMENT, TWO COATS OF NON-GLOSS SEALER (ACR2)

APPLIED TO CONCRETE PORTION.

• PLASTIC LUMBER BACK AND SEAT FINISH (RPL5 - DARK TEAK).

DOTY & SONS 72" CLASSIC STYLE LITTER RECEPTACLE

MODEL # LR1065

• SANDBLAST FINISH (SB4).

• BROWN PIGMENT, TWO COATS OF NON-GLOSS SEALER (ACR2)

APPLIED TO CONCRETE PORTION.

• PLASTIC BROWN PIGMENT RECEPTACLE DOME (LC).

DERO FIXIT BICYCLE REPAIR STATION

MANUFACTURED BY:

• DERO

BICYCLE RACK

MODEL # WB708388GY

• MANUFACTURED BY: GLOBAL INDUSTRIAL

DRINKING FOUNTAINS

MODEL # 10145 SMSS

• BLUE IN COLOR W/ STAINLESS STEEL

• ADA FOUNTAIN AND STANDARD FOUNTAIN.

• DOG BOWL FILLER AND BOTTLE FILLER

DOTY & SONS ADA CLASSIC STYLE PICNIC TABLE

MODEL # T6485

• SANDBLAST FINISH (SB4).

• BROWN PIGMENT, TWO COATS OF NON-GLOSS SEALER (ACR2)

APPLIED TO CONCRETE PORTION.

• PLASTIC LUMBER BACK AND SEAT FINISH (RPL5 - DARK TEAK).

STANDARD SIGNAGE OPTION "A"12STANDARD SIGNAGE OPTION "B"119 ADIRONDACK CHAIR

ALUMINUM PET WASTE STATION

MODEL # PBARK - 467

• MANUFACTURED BY: ULTRASITE

CLEARWATER TALL ADIRONDACK CHAIR10

MANUFACTURED BY:

• FROG FURNISHINGS

MANUFACTURED BY:

• FROG FURNISHINGS

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

9' - 0"

2'

1/

2"

6' - 0"

NEW 6'X9' CONCRETE PAD

53 SF R 2

C.J.

C .J

S5.1

TYP. 5

9' - 0"

NEW CONCRETE PAD

45 SF

R 1'

EXISTING SIDEWALK

4'

1/

2"

R 3'

12' - 0"

C.J.

C .J

.C .J

S5.1

TYP.

S5.1

8' - 5"

EXISTING

10" ASPHALT TRAIL

R

R

3' - 1"

14' - 1"

R

1' - 11"

6" CONC. SIDEWALK

NEW CONCRETE PAD

347 SF

NEW CONCRETE PAD

45 SF

8' - 11"

R 9'

5' - 3"

R

R 2'

R 2

1' - 7 1/2" 5' - 2"

EXISTING DRIVEWAY

C .J

C .J

C .J

C .J

C.J.

C.J.

C .J

C .J

C.J

C.J

C.J

C.J

C.J.

C .J.

C .J.

C .J.

C .J.

C .J.

C .J

S5.1

TYP.

S5.1

TYP.

S5.1

TYP.

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1

5' - 9 1/2"

1' - 11 1/2"

2'

- 2

R 6'

R 5'

R 2'

14' - 3"

3' - 4 1/2" 2' - 5"

6' - 10"

1' - 5 1/2" 1' - 6 1/2"

5' - 1 1/2"

5' - 11"5' - 11"

6' - 2 1/2"

1' - 9 1/2"

6' - 2 1/2"

7' - 2"

6' - 1 1 1/2"

4'

1/

2"

3' - 0 1/2"

9' - 9"

R 6'

R

R

R 6

3' - 7"

3' - 6"

4' - 0"

R 2'

' - 3

3' - 8"

6"

5' - 11"

13' - 5"

NEW CONCRETE PAD

50 SF

NEW CONCRETE PAD

18 SF

NEW CONCRETE PAD

52 SF

R 6'R

NEW CONCRETE PAD

201 SF

NEW CONCRETE PAD

42 SF

C.J

C.J

C.J

C.J.

S5.1

S5.1

C .J

C .J

C .J

C.J.

C .J

C .J.

C .J.

C .J.

C .J.

2'

- 6

2' - 6"

2'

- 6

2'

- 6

2'

- 6

2'

- 6

NOTE: ALL NEW CONCRETE SLAB AREAS ARE TO MATCH THE EXISTING GRADE

ELEVATION OF THE ADJACENT EXISTING PAVEMENT/SIDEWALKS. ALL NEW SLAB AREAS

ARE TO COMPLY WITH ALL ADA CODE REQUIREMENTS AND HAVE A MAXIMUM 1:20

SLOPE AND A MAXIMUM 1:50 CROSS SLOPE.

R 1'

8'

6"

7' - 3"

' - 9

11' - 0"

NEW CONCRETE PAD

147 SF

C .J

C .J

C .J.

C .J.

C .J.

S5.1

TYP.

S5.1

11' - 6"

1' - 8"

7' - 3"

3' - 9"

6"

1"

R 3'

REFER TO SHEET

T H

IS

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S

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

/2

/2

:5 :3

P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

ENLARGED PLANS

A4.1

1/2" = 1'-0"A4.1

2 ADIRONDACK CHAIR CONCRETE PAD

1/2" = 1'-0"A4.1

3 ENTRANCE CONCRETE PAD

3/16" = 1'-0"A4.1

1 CONCRETE PAD DIMENSIONS

1/2" = 1'-0"A4.1

4 LARGE ADIRONDACK CHAIR PAD

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

REFER TO SHEET

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

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A T

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N

B E

L O

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IN

G

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C L

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IN

C

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N A

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E D

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E

D

IS

C L

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F A

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A

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H E

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IN

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I N

L

IA

B

IL

IT

Y

U N

D

P L

IC

A

B L

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A W

S

Notes:

• The Horizontal Datum is Florida State Plan Coodinates, N.A.D. 83-11, Florida West Zone.

• The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988.

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

/2

/2

:5 :3

P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

STRUCTURAL SPECIFICATIONS

S0.1

GENERAL NOTES:

DESIGN LIVE LOADS: FBC 2023

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

14.

TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATION COMPLY WITH THE

APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2023 EDITION.

USE THESE NOTES IN CONJUNCTION WITH THE SPECIFICATIONS. IF A CONFLICT EXISTS, THE MORE

STRINGENT GOVERNS.

CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2023 EDITION AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS AND

LAWS.

ALL REFERENCED STANDARDS REFER TO EDITION IN FORCE AT THE TIME THESE PLANS AND

SPECIFICATIONS ARE ISSUED FOR BUILDING PERMITS.

GENERAL CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, SPECIFICATIONS, DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES, OMISSIONS OR REQUIRED VARIATIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS ARE TO BE REPORTED IN WRITING TO THE ARCHITECT. ANY SUCH DISCREPANCIES, OMISSIONS OR VARIATION DISCOVERED DURING THE BIDDING

PERIOD SHALL BE IMMEDIATELY COMMUNICATED TO THE ARCHITECT.

CONTRACTOR MUST PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE, PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC. CONTRACTOR IS SOLELY RESPONSIBLE FOR

DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY AND CONSTRUCTION PROCEDURES.

THE STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS.

VALUES IN PSF U.O.N.

DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWING APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT

THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL

DETAILS SHALL BE RESOLVED BY THE ENGINEER.

SHOP DRAWING SUBMITTALS AND REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE FLORIDA BUILDING

CODE.

SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN

STRUCTURE NOT SHOWN ON STRUCTURAL DRAWINGS.

DO NOT SCALE DRAWINGS, USE DIMENSIONS.

NOTE: WIND PRESSURE BASED ON ASCE 7-22 WITH A VELOCITY OF 134 MPH, EXPOSURE ''C'', CATEGORY I

WARNING: THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO THE PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE

NOT SELF SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL

PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE STRUCTURAL ENGINEER ASSUMES NO

LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION, UNLESS THE CONSTRUCTION METHOD AND

BRACING ARE INCLUDED IN THE PLANS AND SPECIFICATIONS.

13.

CAST -IN-PLACE CONCRETE (REINFORCED CONCRETE)

1.

2.

3.

4.

5.

6.

USE TYPE 1 CEMENT CONFORMING TO ASTM C150. USE AGGREGATES THAT ARE 3/4 INCH (ASTM C33 SIZE 67). USE WATER REDUCING ADMIXTURE IN ALL STRUCTURAL CONCRETE. CONFORM TO ASTM C494 TYPE A OR D, U.O.N. DESIGN CONCRETE, WITH 5% +/- 1% ENTRAINED AIR. ADMIXTURE SHALL CONFORM TO ASTM C260. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE. AGGREGATE SIZE

57 MEETING ASTM C-33 MAXIMUM 1" AGGREGATE MAY BE USED IN LIEU OF SIZE 67.

PROVIDE A 4" SLUMP WITH A TOLERANCE OF +1/2" AND -1 1/2". FOR C.I.P WALLS 8" AND LESS IN

THICKNESS, PROVIDE 5" SLUMP +1/2" AND -1".

TAKE ONE SET OF 4 CYLINDERS FOR EVERY FIFTY CUBIC YARDS OR FRACTION THEREOF FOR EACH CLASS OF CONCRETE POURED EACH DAY. FOLLOW ASTM STANDARDS FOR SAMPLING AND TESTING.

TEST 1 CYLINDER AT 7 DAYS AND 2 AT 28 DAYS. IF 1 OF THE FIRST TWO 28 DAY TESTS FALLS BELOW SPECIFIED STRENGTH, TEST THE THIRD CYLINDER AT 56 DAYS. TAKE 1 SLUMP TEST (ASTM C143) FOR

EACH SET OF TEST CYLINDERS CAST.

NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH IN ANY WAY AFTER SAID TEST

IS PERFORMED. NO WATER SHALL BE ADDED TO CONCRETE AT THE JOB SITE.

USE STRUCTURAL ACI AND CONCRETING PRACTICES CONFORMING TO ACI-318 AND 301 AND

PROPORTION CONCRETE IN ACCORDANCE WITH ACI-318 CH. 4.3 OR 4.4 MEETING A MIN. ULTIMATE

COMPRESSION STRENGTH IN 28 DAYS AS FOLLOWS:

SLAB ON GRADE/MISC. SLABS------------------------------ 3000 PSI REGULAR WEIGHT, MAX W/C RATIO OF 0.52

NOTE: USE REGULAR WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS

(135 PCF MIN.) SUBMIT STATISTICAL DATA FOR EACH CLASS OF CONCRETE.

IF CONCRETE IS PUMPED, SLUMP MAY BE INCREASED TO 6" AT THE TRUCK, PROVIDED THE SLUMP SPECIFIED IN NOTE 4 IS MAINTAINED AT THE DISCHARGE END. USE A MIN. 4 INCH PUMP. TAKE CONCRETE SAMPLES FOR SLUMP AT TRUCK AND AT DISCHARGE AND FOR CYLINDER TESTING AT DISCHARGE END.

SIDEWALKS ON GRADE:

2.

1. COMPACT FILL TO 95% OF MAX. DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557.

SOIL COMPACTION AND FILL PLACEMENT TO BE CONTROLLED BY TESTING LABORATORY. TAKE A MIN.

OF ONE FIELD TEST (ASTM D-1556 OR D-2922) FOR EACH 2500 SQ. FT. FOR EACH LAYER. LOCATIONS OF TESTS RANDOMLY SELECTED BY TESTING LABORATORY. EACH LAYER OF FILL SHALL NOT EXCEED 6 INCHES LOOSE THICKNESS AND COMPACT PRIOR TO PLACEMENT OF THE NEXT LAYER. USE FILL

CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAX. 1/2 INCH.

USE 6" THICK SLABS ON GRADE REINFORCED WITH 6 X 6 W3.0 X W3.0 WELDED WIRE MESH IN TOP ONE THIRD OF SLAB, WITH 12"X12" THICKEN SLAB EDGE WITH (3) #5 CONTINUOUS ALL ABOUT-TYP.

3.

4.

5.

PLACE CRACK CONTROL JOINTS AS SHOWN ON PLAN SO AS TO LIMIT POUR AREAS TO +/- 36 SQ.

FT. MAXIMUM IN ALL SIDEWALK SLABS. PROVIDE PREFORMED CONTROL STRIP AND SAW

CUTTING OF CONCRETE.

PLACE CRACK CONTROL JOINTS AT +/-5 FT. MAXIMUM IN SIDEWALKS AND/OR WALKWAYS.

EXPANSION JOINTS @ +/-20'-0" O.C. IN SIDEWALK. DEPRESS SLABS ON GRADE FOR FLOOR FINISHES

PER ARCHITECTURAL DRAWINGS.

6. AFTER STEEL TROWELLING OF SIDEWALK CONCRETE, APPLY A LIGHT BROOM FINISH THEN USE A 1/2" RADIUS EDGING TOOL AT EXTERIOR EDGE ALL ABOUT SIDEWALK SLABS (ALL 4 SIDE OF SLAB) AT ALL

EXP. JOINTS RECESS EXP. MATERIAL 1/2" AND USE SONNEBORN SL-1 CAULK.

CHAIR OR LIFT WIRE FABRIC DURING CONCRETE PLACEMENT TO INSURE PROPER POSITION IN SLAB.

NO. ISSUE / REVISION BY DATE

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26

CONT. PREFAB METAL KEYWAY

#4 x 16" PLAIN BAR THRU MTL. KEYWAY @

32" O.C. MAX. LIGHTLY COAT EXPOSED

END OF BAR

1_

" TOOLED EDGES

COMPRESSIVE SEALANT

NOTE:

W3.0 X W3.0 WWM IN TOP 1/3 OF SLAB

6" CONC. SLAB, REINF. W/ 6 X 6

- LOCATE JOINTS IN EXTERIOR SLABS AS INDICATED

- SAW CUTTING SHALL BE DONE WITH POWER SAW WITH MASONRY CUTTING

BLADE. CUTTING SHALL BE DONE AS SOON AS CONCRETE HAS HARDENED (MAX

8 HRS AFTER POUR) ENOUGH SO THAT THE BLADE DOES NOT DISLODGE THE

AGGREGATES.

(C.J.) CONTROL JOINT HAND

TOOLED JOINT 1/4" WIDTH

- CONTRACTOR TO REVIEW PLACEMENT WITH A/E AND

MAKEANY ADJUSTMENTS AS MAYBE REQUIRED PRIOR TO CUTTING C.J.

/4

M

IN

1'-0"

M

IN

IM

U

M

FINISH GRADE

SEE SITE DWGS.

1-#5 CONT.

TOP

C L R

2-#5 CONT.

BOTTOM

#3 TIE BAR @

36" O.C.

1'-0"

EXISTING ASPHALT

1-#5 CONT.

TOP

2-#5 CONT.

BOTTOM

#3 TIE BAR @

36" O.C.

C L R

1/2" JOINT WITH

PREFORMED JOINT FILLER

0' - 4"

EXISTING 6" CONCRETE SLAB NEW 6" CONCRETE SLAB

PROVIDE (2) #5 CONT., #3 TRANSV. @ 24"

#5 BAR 30" L @ 24" O.C. DOWEL & EPOXY MIN

6" INTO EXISTING SLAB

1' - 0"

2"

M

IN

4"

TYP. 12" DIA.

4"

TYP.

M

IN

EQ EQ

M

IN

DIRECT EMBEDMENT

OD CEDAR POST IN

CONCRETE; PRE-TREAT

BOTTOM AND

EMBEDDED PORTION

OF POST WITH COPPER

NAPHTHENATE WOOD

PRESERVATIVE PER

MANUFACTURER'S

RECOMMENDATIONS

AASHTO #57 CRUSHED

STONE

COMPACTED SUBGRADE,

TYP.

PRECAST OR CAST-IN-

PLACE: 3,000 PSI

MIN. CONCRETE

FINISH GRADE

4"x4" CEDAR POST (VERIFY

W/ MANUFACTURER)

SURFACE MOUNT POST

SLEEVE. POWDER COATED

BLACK

CROWN AWAY FROM POST AND

PROVIDE 1" CHAMFER AROUND 3

EDGESPITCHPITCH

REFER TO SHEET

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S

RECORD DRAWINGS

SURVEYED BY:

REVIEWED BY:

APPROVED BY:

DRAWN BY:

PROJECT ENGINEER DATE

DATE

CITY OF CLEARWATER, FLORIDA

PARKS AND RECREATION

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

INVESTIGATE BEFORE YOU EXCAVATE

CALL 811

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

SUNSHINE STATE

DWG NAME: FIELD BOOK: SURVEYED BY: SCALE:

CONTRACT NO.: DATE DRAWN: DRAWN BY:

JOB NO.: DESIGNED BY: CHECKED BY:

APPROVED BY

DATE

SHEET NO.:

2509-01

25000613

PROFESSIONAL:

THEODORE J. WILLIAMSON

AR# 96285 / PE# 38873

This item has been digitally signed and sealed by Theodore J. Williamson 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.

/2

/2

:5 :3

P

M

STATE ROAD 60 & BAYSHORE BLVD.

CLEARWATER SR60 TRAILHEAD PARK

WDA

WDA

100% BID PLANS

STRUCTURAL DETAILS

S5.1

3/4" = 1'-0"S5.1

2 SLAB CONSTRUCTION JOINT DETAIL

3/4" = 1'-0"S5.1

1 TYPICAL SLAB CONTROL JOINT DETAIL

1/8" = 1'-0"S5.1

3 TYPICAL SLAB ON GRADE EDGE DETAIL

1/8" = 1'-0"S5.1

4 SLAB ON GRADE @ EXISTING ASPHALT

1" = 1'-0"S5.1

5 NEW TO EXISTING CONCRETE SLAB DETAIL

1" = 1'-0"S5.1

6 TYPICAL SIGN WOOD POST FOUNDATION

NO. ISSUE / REVISION BY DATE

SCHEMATIC DESIGN 07/18/25

DESIGN DEVELOPMENT 11/05/25

100% CONSTRUCTION DOCUMENTS 01/23/26

PERMIT SET (OWNER REVIEW) 02/27/26