Attachment 1 - Plans, Rosselli Park Pickleball Courts.PDF

PDF 31 MB Posted Sep 8, 2025

Attached to: Rosselli Park Pickleball Court Construction
Solicitation number: ITB-25-016-1-2025/DG
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Sep 9, 2025

This document is a comprehensive set of construction plans for the Rosselli Park Pickleball Court project, prepared for the City of Treasure Island, Florida, by Kimley-Horn and Associates, Inc. The project involves converting existing tennis courts into six new pickleball courts at Rosselli Park, located on 2nd Street East in Treasure Island. The plans detail the complete site transformation, including demolition of existing tennis court infrastructure, removal of specific trees and site elements, and installation of new pickleball-specific amenities such as court surfaces, fencing, nets, posts, and court numbering.

The detailed engineering plans specify technical requirements including court dimensions (44' x 20'), surface treatments using Sportmaster acrylic systems, color specifications (light blue, ice blue, light green), and specific construction methodologies. The project includes 10-foot black vinyl-coated chain link fencing, court numbering, windscreens, and adherence to USA Pickleball Association specifications. The site work involves precise grading with minimal slopes, preservation of existing park elements like the playground and shuffleboard courts, and careful management of existing landscaping and infrastructure. The plans indicate a comprehensive approach to transforming the tennis courts into a modern, multi-court pickleball facility while maintaining the overall park environment.

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General Conditions.PDF	PDF	Sep 8, 2025
Agreement.PDF	PDF	Sep 8, 2025
Performance Bond.PDF	PDF	Sep 8, 2025
Instructions to Bidders.PDF	PDF	Sep 8, 2025
Trench Safety Affidavit.PDF	PDF	Sep 8, 2025
Attachment 2 - Earthwork.PDF	PDF	Sep 8, 2025
Attachment 4 - Concrete Slab for Pickleball.PDF	PDF	Sep 8, 2025
Attachment 6 - Athletic Equipment.PDF	PDF	Sep 8, 2025
Attachment 8 - Erosion & Sediment Control.PDF	PDF	Sep 8, 2025
Measurement & Project Details.PDF	PDF	Sep 8, 2025
Qualifications Statement.PDF	PDF	Sep 8, 2025
Bid Form.PDF	PDF	Sep 8, 2025
Attachment 7 - Fencing & Gates.PDF	PDF	Sep 8, 2025
Payment Bond.PDF	PDF	Sep 8, 2025
Supplementary Conditions.PDF	PDF	Sep 8, 2025
ITB 25-016 Pickleball Court Construction.PDF	PDF	Sep 8, 2025
Bid Bond.PDF	PDF	Sep 8, 2025
Attachment 9 - ALTERNATE Concrete Pickleball Non-Cushioned Surface Color Coating System.PDF	PDF	Sep 8, 2025
Attachment 3 - Sidewalks, Curbs, and Gutter.PDF	PDF	Sep 8, 2025
Bid Schedule.XLSX	XLSX spreadsheet	Sep 8, 2025

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PARCEL ID

14-31-15-13248-006-0002

SECTION: 14 TOWNSHIP: 31 RANGE: 15

ROSSELLI PARK

PICKLEBALL COURTS

CITY OF TREASURE ISLAND

2ND STREET EAST

TREASURE ISLAND, FLORIDA 33706

PLANS PREPARED FOR

C-0

C O

S H

LIST OF CONTACTS

LOCATION SERVICES

FLORIDA ONE-CALL - 811

APPROVAL STAMPS:

AERIAL MAP

SCALE: 1" = 400'-0"

PROJECT DESIGN TEAM

LANDSCAPE ARCHITECT

LEGAL DESCRIPTION:

BLOCK F, CAPRI ISLE, BLOCKS C, D, E, F, I AND A REPLAT OF BLOCKS H & G, AS RECORDED IN

PLAT BOOK 39, PAGES 3, 4, & 5, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS

THAT PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE POINT OF COMPOUND CURVE ON THE WESTERLY RIGHT OF WAY LINE OF

SECOND STREET EAST, A 100 FOOT RIGHT OF WAY, SAID POINT ALSO BEING 50.23 FEET

NORTHWESTERLY OF THE CENTERLINE OF CAPRI CIRCLE, A 60 FOOT RIGHT OF WAY; THENCE

CONTINUE ALONG SAID RIGHT OF WAY LINE BY THE ARC OF A CURVE TO THE LEFT, RADIUS

4500 FEET, ARC 314.93 FEET, CHORD N. 34°21'28" W. 314.87 FEET; THENCE S. 49°49'55" W,

288.94 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF CAPRI CIRCLE SOUTH AT A POINT

ON A CURVE; THENCE ALONG SAID RIGHT OF WAY LINE BY THE ARC OF A CURVE TO THE

LEFT, RADIUS 4300 FEET, ARC 164.84 FEET, CHORD N. 49°29'10" E. 164.83 FEET TO A POINT OF

COMPOUND CURVE; THENCE CONTINUING ALONG SAID RIGHT OF WAY BY THE ARC OF A

CURVE TO THE LEFT, RADIUS 200 FEET, ARC 248.28 FEET, CHORD S. 86°08'52" E. 232.64 FEET TO A POINT OF TANGENCY: THENCE N. 58°17'21" E. ALONG SAID RIGHT OF WAY LINE 40.77

FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT, RADIUS 20

FEET, ARC 31.74 FEET, CHORD N. 12°58'10" W. 28.44 FEET TO THE POINT OF BEGINNING.

CONTAINING 150,204.452 SQUARE FEET OR 3.448 ACRES MORE OR LESS.

KIMLEY-HORN AND ASSOCIATES, INC.

DAVID FLANAGAN, P.L.A.

200 CENTRAL AVENUE, SUITE 600

ST.PETERSBURG, FL 33701

PHONE: (727) 547-3999

SITE

LANDSCAPE ARCHITECT

KIMLEY-HORN AND ASSOCIATES, INC.

DAVID FLANAGAN, P.L.A.

200 CENTRAL AVENUE, SUITE 600

ST.PETERSBURG, FL 33701

PHONE: (727) 547-3999

SHEET # DESCRIPTION

C-0 COVER SHEET

TM-100 TREE REMOVAL PLAN

S-100 TOPOGRAPHIC & TREE SURVEY

D-100 DEMOLITION PLAN

H-100 SITE PLAN

H-101 PICKLEBALL COURT LAYOUT PLAN

H-150 PICKLEBALL COURT DETAILS

H-151 PICKLEBALL COURT DETAILS

H-152 PICKLEBALL COURT DETAILS

H-153 PICKLEBALL COURT DETAILS

C-100 GRADING STRATEGY PLAN

SF-100 SITE FURNISHING & FENCING PLAN

SF-150 SITE FURNISHING & FENCING DETAILS

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

PROJECT LOCATION

TREE 1

OAK

TREE 2

OAKTREE 3

OAK

TREE 4

PALM

TREE 5

PALM

TREE 6

PALM

TREE 7

PALM

TREE 8

PALM

TREE 9

OAK

TREE 10

OAK

TREE 11

PALM

TREE 12

OAK

TREE 13

PALM

TREE 14

PALM

TREE 15

PALM

TREE 16

PALM

TREE 17

PALM

TREE 18

PALM

TREE 19

PALM

TREE 20

PALM

TREE 21

PALM

TREE 22

PALM

TREE 23

PALM

TREE 24

OAK

TPF

TPF TPF TPF TPF

TPF

TPF TPF TPF TPF TPF TPF TPF

TPF

TPFTPFTPF

TPF

TPFTPFTPFTPFTPF

TPF

TPF TPF TPF TPF TPF TPF

TPF

TPFTPFTPFTPFTPFTPF

TPF

TPFTPF

TPF

TPF TPF

TPF

TPF TPF TPF TPF

TPF TPF TPF TPF TPF TPF TPF

TPF TPF TPF TPF TPF TPF

TPF TPF

TPF

TPFTPFTPFTPF

TPF

TPFTPF

TPF TPF

TM-100

NORTH

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

SYMBOL KEY:

EXISTING TREE TO BE PRESERVED

EXISTING TREE TO BE REMOVED

EXISTING PALM TO BE REMOVED

EXISTING PALM TO BE PRESERVED

TREE PROTECTION FENCING

EDGE OF PROPOSED PICKLEBALL COURT SLAB (TYP.)

NOTE:

1. CITY OF TREASURE ISLAND TO PROVIDE ANY REPLACEMENT LANDSCAPE AS REQUIRED

BY CODE. (NOT PART OF THIS CONTRACT)

2. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND THE CRITICAL ROOT ZONE

OF ALL EXISTING TREES TO REMAIN.

D-100

N P

NORTH

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

EXISTING TENNIS NETS & POLES TO BE REMOVED (TYP)EXISTING TENNIS NETS & POLES TO BE REMOVED (TYP)

EXISTING BENCH TO BE

REMOVED (TYP)

EXISTING BENCH TO BE

REMOVED (TYP)

EXISTING BENCH TO BE

REMOVED (TYP)

EXISTING BENCH TO BE

REMOVED (TYP)

EXISTING TRASH

RECEPTACLE TO BE

REMOVED

EXISTING TRASH

RECEPTACLE TO BE

REMOVED

ALL EXISTING LIGHT POLES AND POWER

TO POLES TO REMAIN (TYP)

EXISTING FENCE, GATES, HARDWARE, &

FOUNDATIONS TO BE REMOVED (TYP)

EXISTING BENCHES AND TRASH

RECEPTACLES TO REMAIN

EXISTING PLAYGROUND

TO REMAIN

EXISTING BIKE RACK

TO BE REMAIN

EXISTING

SHUFFLEBOARD

COURTS AND

BENCHES TO

REMAIN

TEMPORARY PICKLEBALL NETS

TO BE REMOVED BY CITY PRIOR

TO CONSTRUCTION AND

STORED OFF-SITE (TYP)

ALL EXISTING COURT SURFACING,

CONCRETE SLAB, AND SUB-BASE

MATERIAL TO BE REMOVED (TYP.)

1. EXISTING BENCHES ON TENNIS COURTS TO BE REMOVED.

2. EXISTING TRASH RECEPTACLES ON TENNIS COURTS TO BE REMOVED.

3. EXISTING TENNIS NETS, POLES, SLEEVES, ETC. TO BE REMOVED.

4. EXISTING COURT SURFACING, CONCRETE SLAB, AND SUB-BASE MATERIALS TO BE REMOVED.

5. EXISTING FENCE, GATES, HARDWARE, AND FOUNDATIONS TO BE REMOVED.

ITEMS FOR REMOVAL:

1. EXISTING BENCHES AND TRASH RECEPTACLES ON ADJACENT CONCRETE TRAIL TO REMAIN.

2. EXISTING SHUFFLEBOARD COURTS AND ASSOCIATED SITE FURNITURE TO REMAIN.

3. EXISTING BIKE RACKS TO REMAIN.

4. EXISTING PLAYGROUND TO REMAIN.

5. ALL EXISTING LIGHT POLES AND POWER SOURCES TO REMAIN.

ITEMS TO REMAIN:

TPF

TPF TPF TPF TPF

TPF

TPF TPF

TPF

TPFTPFTPF

TPF

TPFTPFTPFTPFTPF

TPF

TPF TPF TPF TPF TPF TPF

TPF

TPFTPFTPFTPFTPFTPF

TPF

TPFTPF

TPF

TPF TPF

TPF

TPF TPF TPF TPF

TPF TPF TPF TPF TPF TPF TPF

TPF TPF TPF TPF TPF TPF

TPF TPF

TPF

TPFTPFTPFTPF

TPF

H-100

NORTH

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

10'-0" 22'-0" 22'-0" 20'-0" 22'-0" 22'-0" 10'-0"

7' -0

'-0

7' -0

CONTRACTOR TO ABUT

PROPOSED CONCRETE

SIDEWALK TO EXISTING

CONCRETE SIDEWALK

ALIGN CONTRACTION

JOINT WITH OUTSIDE

EDGE OF COURT

STRIPING (TYP.)

CONCRETE PAD TO BE

CENTERED BETWEEN THE

EXISTING LIGHT POLES

EXISTING LIGHT POLES (TYP.)

SURFACING LEGEND:

PROPOSED CONCRETE

JOINTING LEGEND:

NON-DOWELED EXPANSION JOINT

CONTRACTION JOINT

SYMBOL DESCRIPTION DETAIL

2 / H-151

DOWELED EXPANSION JOINT 2 / H-151

7' -0

-0

7' -0

-0

10'-0" 10'-0"

99'-0"

6' -0

NON-DOWELED

EXPANSION JOINT

3 FT. RADIUS (TYP.)

3'-0"

32'-0" 6'-0" 32'-0"

3 FT. RADIUS (TYP.)

SAWCUT JOINT 2 / H-151

P-103

P-104

P-105

SF-101

SF-102

CODE DESCRIPTION DETAIL

CONCRETE

3,000 PSI CONCRETE SIDEWALK

LIGHT BROOM FINISH

ADA COMPLIANT

1/H-151

SPORTMASTER SPORT SURFACE PREMIUM ACRYLIC FINISH

COLOR TO BE LIGHT BLUE

1/H-152

SPORTMASTER SPORT SURFACE PREMIUM ACRYLIC FINISH

COLOR TO BE ICE BLUE

1/H-152

SPORTMASTER SPORT SURFACE PREMIUM ACRYLIC FINISH

COLOR TO BE LIGHT GREEN

1/H-152

SITE FURNISHINGS

DOUGLAS PREMIER RD-36 PICKLEBALL POST 3" OD

INCLUDE HEAVY DUTY SELF-LOCKING WINCH TENSION

COLOR TO BE BLACK

2/H-150

DOUGLAS PN-30 PICKLEBALL NET 31" X 21'-9"

36" TALL AT SIDELINES

34" TALL AT CENTER COURT

ADJUSTABLE CENTER STRAP

BALL SHOULD BE ABLE TO ROLL UNDER NET

1/H-150

P-101

P-103

P-104

P-105

SF-101

SF-102

REFERENCE NOTES SCHEDULE

H-101

C O

U R

NORTH

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

15'-0" 7'-0" 7'-0" 15'-0"10'-0"

44'-0"

15'-0" 7'-0" 7'-0" 15'-0" 10'-0"

7' -0

'-0

44'-0"

128'-0"

20'-0"

'-0

7' -0

'-0

-0

H-150

C O

U R

T D

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

31" X 21'-9"

36" HIGH AT SIDELINES

34" HIGH AT CENTER COURT

CENTER STRAP REQUIRED FOR ADJUSTMENT TO 34"

BALL SHOULD BE ABLE TO ROLL UNDER NET AFTER INSTALLATION

DOUGLAS PN-30 PICKLEBALL NET

P-XX2-31

H-150

COLOR: BLACK

INCLUDE HEAVY DUTY SELF-LOCKING WINCH TENSION

DOUGLAS PREMIER RD-36 PICKLEBALL POST2

H-150

P-XX2-30

NOTES:

1. WINDSCREEN IS DESIGNED TO BE ROLLED DOWN IN

EXPECTED HIGH WIND EVENTS.

2. WINDSCREEN TO BE OPEN MESH POLYPROPYLENE FABRIC

WITH AN 85% OPACITY.

3. WINDSCREEN TO BE 8' CUT TO SIZE, ROLLED WINDSCREEN.

4. WINDSCREEN COLOR TO BE BLACK WITH AVR AIR VENT.

5. SUBMIT MATERIALS SAMPLE FOR REVIEW AND APPROVAL

BY OWNER.

DOUGLAS SPORTS GROUP VCP MAX

8' TALL WINDSCREEN INSTALLED ON

INTERIOR SIDE OF FENCE

SECURE WINDSCREEN WITH

120LB BREAKING STRENGTH

TY-RAPS AT 12" O.C. ALONG

BOTTOM OF WINDSCREEN WITH

ANTI-BILLOW TABS

TYPICAL WINDSCREEN 1/2" = 1'-0"

COURT SURFACE

INTERIOR

COURT AREA

EXTERIOR

COURT AREA

10 HT. CHAIN

LINK FENCE

1' -0

SECURE WINDSCREEN WITH

120LB BREAKING STRENGTH

TY-RAPS AT 12" O.C. ALONG

TOP OF WINDSCREEN WITH

ANTI-BILLOW TABS

1' -0

P-XX2-85

H-150

PICKLEBALL / TENNIS NET AND POST INSTALLATION

SECTION

1/2" = 1'-0"

2' -1

3' -0

5" 5"5"

CENTER STRAP TO RESTRAIN

HEIGHT OF NET AT CENTER OF

COURT TO 34" ABOVE COURT

2'-0"

3' -0

24" DIAMETER ROUND

CONCRETE NET POST FOOTING

NET POST SET IN NET POST

MANUFACTURER'S SLEEVE

REMOVABLE PICKLEBALL POST, REFER TO POST

DETAILS, THIS SHEET FOR SPECIFICATION. SET

POST IN SLEEVE.

PICKLEBALL NET, REFER TO PICKLEBALL NET DETAIL,

THIS SHEET FOR SPECIFICATION. PICKLEBALL NETS

TO BE INSTALLED 5" ABOVE COURT SURFACE.

COURT PAVEMENT

2'-0"

3' -0

10"

1' -0

COURT SUB-BASE

NOTES:

1. COURT SUB-BASE FOR PICKLEBALL COURTS (CONCRETE) TO BE SAW CUT TO ALLOW FOR

INSTALLATION OF NEW COURT NET POST AND CENTER STRAP ANCHORS.

2. NETS TO BE TENSIONED TO BETWEEN 175LBS TO 250LBS.

CENTER STRAP PIN

CENTER ANCHOR

CONCRETE FOOTING

H-150

P-XX2-86

COURT NUMBERS NTS

MANUFACTURER: HAR-TRU (OR APPROVED EQUAL)

MODEL: 10" X 12" COURT NUMBER (BLACK ON WHITE)

PICKLEBALL: COURT NUMBERS 1-6

NOTE: FINAL LOCATIONS TO BE COORDINATED WITH OWNER

H-150

P-XX2-90

H-151

C O

U R

T D

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

4" DEEP SAWCUT

JOINT PER PLAN.

5" CONCRETE SIDEWALK WITH

6" X 6" W10 WELDED WIRE

FRAME, CENTERED IN SLAB,

REINFORCED AS PER PLANS OR

SPECIFICATIONS. 3000 PSI AT

28 DAYS

CONTROL JOINT

EXPANSION JOINT

2 DIA. X 24" SMOOTH STEEL DOWEL W/

SLEEVE AT ONE END, 48" O.C. TWO MIN

PER JOINT

EXPANSION JOINT: 12 " FELT WITH BREAK AWAY

TAB, CAULK WITH GREY SEALANT.

GRASS EDGE CONDITION

12" COMPACTED

SUBGRADE TO MIN 95%

MODIFIED PROCTOR

CONCRETE SIDEWALK DETAIL

1" = 1'-0"

P-XX2-08

H-151

1 CONCRETE COURT JOINTS 1 1/2" = 1'-0"

11 2"

CONTRACTION JOINT PER DETAIL ABOVE

2" X 24" SMOOTH SLEEVE DOWEL WITH SLEEVE AT

ONE END, 24" O.C. TWO MIN PER JOINT. PAINT AND

OIL END OF DOWEL IN SLEEVE.

NON-EXTRUDING PREMOLDED COMPRESSIBLE

MATERIAL ASTM D-1751 OR 1752

ROD BACKUP MATERIAL

SEALANT, FLUSH TO SURFACE

SAWCUT TO 1-1/2" DEPTH

ROD BACKUP MATERIAL

SEALANT, FLUSH TO SURFACE

NOTES:

1. COURT SURFACING NOT SHOWN ABOVE. REFER TO DETAIL 4, THIS SHEET FOR COURT

SURFACING TREATMENT OVER JOINTS AND CONCRETE REINFORCEMENT.

2. REFER TO H-100 FOR JOINT LOCATIONS.

CONTRACTION JOINT

EXPANSION JOINT (WITHOUT DOWEL)

EXPANSION JOINT (DOWELED)

H-151

P-XX2-84

PREMIUM PROCUSHION PICKLEBALL COURT SURFACE (NEW)

SECTION NTS

NOTES:

1. COURT TO BE FLOODED TO LOCATE DEPRESSIONS AND IRREGULARITY IN GRADING. ALL AREAS, WHICH FORM PUDDLES COVERING A DIME

IN DEPTH WILL BE LOCATED AND REPAIRED USING COURT PATCH MATERIALS.

2. COURT SHALL RECEIVE AN APPLICATION OF ACRYLIC RESURFACER TO PROVIDE FILLER AND REDUCE VOIDS. THE RESURFACER SHALL

BE MIXED AND SQUEEGEE APPLIED PER MANUFACTURER SPECIFICATIONS.

3. ACRYLIC ADHESION PROMOTER SHALL BE APPLIED BY ROLLER, SPRAY, OR BROOM PER THE MANUFACTURER SPECIFICATIONS.

4. ONE COAT OF ACRYLIC RESURFACER SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

5. FIVE COATS OF CUSHIONMASTER II SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

6. TWO COATS OF CUSHIONMASTER 1 SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

7. TWO COATS OF PICKLEMASTER SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

8. COURT LINES SHALL BE LAID OUT AND HAND TAPED ACCORDING TO THE USAPA (USA PICKLEBALL ASSOCIATION) SPECIFICATIONS.

9. ONE COAT OF STRIPE-RITE ACRYLIC LINE PAINT PRIMER SHALL BE ROLLER OR BRUSH APPLIED IN ACCORDANCE WITH MANUFACTURER

SPECIFICATIONS.

10.TWO COATS OF TEXTURED WHITE LINE PAINT SHALL BE ROLLER OR BRUSHED APPLIED IN ACCORDANCE WITH MANUFACTURER

SPECIFICATIONS. TAPE SHALL BE REMOVED AS SOON AS WHITE LINE PAINT HAS DRIED.

2.5"

CONTRACTION JOINT, SPACE PER

JOINTING PLAN ON H-100. REFER

TO DETAIL 2, THIS SHEET.

EXPANSION JOINT, SPACE PER

JOINTING PLAN ON H-100. REFER

TO DETAIL 2, THIS SHEET.

6" CONCRETE PAVEMENT WITH #4

REBAR @ 12" O.C.E.W., CENTERED IN

SLAB, 3000 PSI AT 28 DAYS.

12" COMPACTED SUBGRADE

TO MIN 95% MODIFIED

PROCTOR

UNCOMPACTED

SUBGRADE

ACRYLIC RESURFACER

VAPOR BARRIER BELOW

SLAB

ACRYLIC ADHESION PROMOTER

ACRYLIC RESURFACER

5 COATS OF CUSHIONMASTER II

2 COATS OF CUSHIONMASTER 1

2 COATS OF PICKLEMASTER COLOR

1 COAT OF SPORT WAX CLEAR

COAT (AFTER COURT LINE PAINT

HAS DRIED)

H-151

3 PICKLEBALL COURT LAYOUT (HARD COURT) 1" = 10'

NOTES:

1. ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE PLAYING LINE, WITH THE EXCEPTION OF THE

CENTER LINES WHICH ARE MEASURED OUT TO CENTER.

2. ALLOW EXTRA 3" FOR EACH FENCELINE.

NON-VOLLEY

ZONE

LEFT

SERVICE

AREA

RIGHT

SERVICE

AREA

34'-0"

'-0

" NET LINE

SIDE LINE

BASE LINE

NON-VOLLEY

LINE

CENTERLINE

48'-4"

7' -0

'-0

20'-0"

10'-0"

'-0

INNER COURT

OUTER COURT

LINE PAINT

NON-VOLLEY ZONE

LIGHT BLUE

LIGHT GREEN

WHITE

ICE BLUE

LOCATION COLORKEY

HARD COURT SURFACE FINISH LEGEND

NOTE: FINAL COLOR SELECTION BY OWNER. PROVIDE

COLOR SAMPLES FOR REVIEW AND SELECTION

3&4 H-151

H-150

H-151

P-XX2-89

ALTERNATE NON-CUSHIONED PICKLEBALL COURT SURFACE (NEW)

SECTION NTS

NOTES:

1. COURT TO BE FLOODED TO LOCATE DEPRESSIONS AND IRREGULARITY IN GRADING. ALL AREAS, WHICH FORM PUDDLES COVERING A DIME

IN DEPTH WILL BE LOCATED AND REPAIRED USING COURT PATCH MATERIALS.

2. COURT SHALL RECEIVE AN APPLICATION OF ACRYLIC RESURFACER TO PROVIDE FILLER AND REDUCE VOIDS. THE RESURFACER SHALL

BE MIXED AND SQUEEGEE APPLIED PER MANUFACTURER SPECIFICATIONS.

3. ACRYLIC ADHESION PROMOTER SHALL BE APPLIED BY ROLLER, SPRAY, OR BROOM PER THE MANUFACTURER SPECIFICATIONS.

4. ONE COAT OF ACRYLIC RESURFACER SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

5. TWO COATS OF PICKLEMASTER SHALL BE SQUEEGEE APPLIED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.

6. COURT LINES SHALL BE LAID OUT AND HAND TAPED ACCORDING TO THE USAPA (USA PICKLEBALL ASSOCIATION) SPECIFICATIONS.

7. ONE COAT OF STRIPE-RITE ACRYLIC LINE PAINT PRIMER SHALL BE ROLLER OR BRUSH APPLIED IN ACCORDANCE WITH MANUFACTURER

SPECIFICATIONS.

8. TWO COATS OF TEXTURED WHITE LINE PAINT SHALL BE ROLLER OR BRUSHED APPLIED IN ACCORDANCE WITH MANUFACTURER

SPECIFICATIONS. TAPE SHALL BE REMOVED AS SOON AS WHITE LINE PAINT HAS DRIED.

2.5"

CONTRACTION JOINT, SPACE PER

JOINTING PLAN ON H-100. REFER

TO DETAIL 2, THIS SHEET.

EXPANSION JOINT, SPACE PER

JOINTING PLAN ON H-100. REFER

TO DETAIL 2, THIS SHEET.

6" CONCRETE PAVEMENT WITH #4

REBAR @ 12" O.C.E.W., CENTERED IN

SLAB, 3000 PSI AT 28 DAYS.

12" COMPACTED SUBGRADE

TO MIN 95% MODIFIED

PROCTOR

UNCOMPACTED

SUBGRADE

ACRYLIC RESURFACER

VAPOR BARRIER BELOW

SLAB

ACRYLIC ADHESION PROMOTER

ACRYLIC RESURFACER

2 COATS OF PICKLEMASTER COLOR

1 COAT OF SPORT WAX CLEAR

COAT (AFTER COURT LINE PAINT

HAS DRIED)

H-151

H-152

C O

U R

T D

R O

F O

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Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

SPORTMASTER PROCUSHION SYSTEM APPLICATION1

H-152

P-XX2-94

SPORTMASTER CRACK MAGIC APPLICATION

P-XX2-95

H-152

ACRYLIC RESURFACER W/ SAND APPLICATION3

H-152

P-XX2-96

CUSHIONMASTER II APPLICATION

P-XX2-97

H-152

4 CUSHIONMASTER 1 APPLICATION5

H-152

P-XX2-98

H-153

C O

U R

T D

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

PICKLEMASTER COLOR COAT APPLICATION

P-XX2-99

H-153

1 SPORTMASTER STRIPE-RITE APPLICATION2

H-153

P-XX2-00

TEXTURED WHITE LINE PAINT APPLICATION

P-XX2-26

H-153

SPORT WAX CLEAR COAT APPLICATION4

H-153

P-XX2-01

ACRYLIC ADHESION PROMOTER APPLICATION

P-XX2-02

H-153

2%2%

SLO

PE M

AX.

10.00 9.65

9.53

9.36

9.53

9.659.36

9.36 9.369.65

9.53 9.24

10.00

9.88

9.369.36

10.00

9.00

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC. C-100

G R

G S

NORTH

CONTRACTOR TO MATCH

EXISTING SIDEWALK GRADE

CONTRACTOR TO MATCH

EXISTING SIDEWALK GRADE

AND FIELD VERIFY THAT

THE SLOPE OF THE NEW

WALK IS LESS THAN 5%

COURT HIGH POINT / RIDGELINEREFERENCE ELEVATION IS

1'-0" ABOVE THE EXISTING

SIDEWALK TO THE NORTH.

G-301 G-301

F-302F-301

F-302

F-301

SF-106

CODE DESCRIPTION DETAIL

METAL

10' HEIGHT BLACK VINYL COATED CHAIN LINK FENCE

2" DIAMOND FABRIC

9 GUAGE KNUCKLE SELVAGE FINISH

INCLUDE TOP AND BOTTOM RAIL, NO MID RAIL

1/SF-150

3.5' HEIGHT BLACK VINYL COATED CHAIN LINK FENCE

2" DIAMOND FABRIC

9 GUAGE KNUCKLE SELVAGE FINISH

INCLUDE TOP AND BOTTOM RAIL. NO MID RAIL.

2/SF-150

GATE

5' WIDE BLACK VINYL COATED CHAIN LINK SINGLE GATE

3.5' HEIGHT

2" DIAMOND FABRIC

9 GUAGE KNUCKLE SELVAGE FINISH

MAGNETIC CLOSURES

MUST BE ABLE TO OPEN FULLY AND LOCK WITH PAD LOCK

2/SF-150

SITE FURNISHINGS

PICKLEBALL COURT NUMBER SIGNS

MANUFACTURER: HAR-TRU

MODEL: 10" X 12" COURT NUMBERS (BLACK ON WHITE)

COURT NUMBERS 1-6

FINAL LOCATIONS TO BE COORDINATED WITH THE OWNERS

6/H-150

F-301

F-302

G-301

SF-106

REFERENCE NOTES SCHEDULE

SF-100

F U

R N

N C

NORTH

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

5'-0" 8'-0"

4' -0

-0 "5'-0" 5'-0"

29'-0"

4' -0

'-0

'-6

SF-150

F U

R N

N C

R O

F O

Y O

R E

N D

Know what'sbelow.

Callbefore you dig.

CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

10' VINYL COATED CHAIN LINK FENCE AND GATES

10'-0"

10' TYPICAL FENCE

LATCH FORK, LOCK KEEPER, LOCK KEEPER GUIDE

(USE APPROPRIATE FOR

DOUBLE AND SINGLE GATES)

GALV. ROD W/ TRUSS AND ROD TIGHTENER, SIZE

PER CONTRACTOR

TUBULAR POST HINGE (TOP & BOTTOM) HEAVY

STEEL

PLUNGER ROD CATCH SET IN CONCRETE FOR BOTH

OPEN AND CLOSED

POSITIONS.

PLUNGER ROD11

2" O.D. GATE FRAME12

POST PIPE, SIZE AND GAUGE PER CONTRACTOR2

DOMED POST CAP (TYPICAL)

2" #9 GUAGE (CORE WIRE) MESH (TYP.),

GALVANIZED.

FINISHED GRADE

CHAINLINK W/ KNUCKLED SELVAGE SET EVEN W/

TOP OF RAIL. RAIL TIES AS

REQ'D

RAIL PIPE, SIZE AND GAUGE PER CONTRACTOR

TYPICAL CONCRETE FOOTING (3000 PSI), SIZE AND

REINFORCING PER CONTRACTOR

KNUCKLED SELVAGE @ TOP

AND BOTTOM OF MESH

NOTES:

1. FENCE SHALL BE BLACK VINYL COATED.

2. SUBMIT SHOP DRAWINGS OF FENCE AND GATES TO

OWNER FOR REVIEW PRIOR TO FABRICATION.

3. ALL GATES TO BE WELDED AND GROUND SMOOTH

'-0

3.5' VINYL COATED CHAIN LINK FENCE AND GATES

10'-0"

3.5' TYPICAL FENCE

KNUCKLED SELVAGE @ TOP

AND BOTTOM OF MESH

NOTES:

1. FENCE SHALL BE BLACK VINYL

COATED.

2. SUBMIT SHOP DRAWINGS OF

FENCE AND GATES TO OWNER FOR

REVIEW PRIOR TO FABRICATION.

3. ALL GATES TO BE WELDED AND

GROUND SMOOTH.

3' -6

POST PIPE, SIZE AND GAUGE PER CONTRACTOR1

DOMED POST CAP (TYPICAL)2

2" #9 GUAGE (CORE WIRE) MESH (TYP.),

GALVANIZED.

FINISHED GRADE4

CHAINLINK W/ KNUCKLED SELVAGE SET EVEN W/

TOP OF RAIL. RAIL TIES AS

REQ'D

LATCH FORK, LOCK KEEPER, LOCK KEEPER GUIDE

(USE APPROPRIATE FOR

DOUBLE AND SINGLE GATES)

RAIL PIPE, SIZE AND GAUGE PER CONTRACTOR7

GALV. ROD W/ TRUSS AND ROD TIGHTENER, SIZE

PER CONTRACTOR

TUBULAR POST HINGE (TOP & BOTTOM) HEAVY

STEEL

2" O.D. GATE FRAME12

TYPICAL CONCRETE FOOTING (3000 PSI), SIZE AND

REINFORCING PER CONTRACTOR

SINGLE ACCESS GATE

PLUNGER ROD CATCH SET IN CONCRETE FOR BOTH

OPEN AND CLOSED

POSITIONS.

PLUNGER ROD11

3' -6

VARIES

(REFER TO PLAN)

INTERIOR COURT

ACCESS OPENING

'-0

5'-0"

Sheets and Views

C-0 COVER SHEET

TM-100 TREE REMOVAL PLAN

D-100 DEMOLITION PLAN

H-100 SITE PLAN

H-101 PICKLEBALL COURT LAYOUT PLAN

H-150 PICKLEBALL COURT DETAILS

H-151 PICKLEBALL COURT DETAILS

H-152 PICKLEBALL COURT DETAILS

H-153 PICKLEBALL COURT DETAILS

C-100 GRADING STRATEGY PLAN

SF-100 SITE FURNISHING & FENCING PLAN

SF-150 SITE FURNISHING & FENCING DETAILS

File details come from the government source that posted it. Updated Sep 9, 2025.