Wilbur_Cross_HS_Tennis_Courts-24x36_details.pdf
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- Attached to
- Wilbur Cross High School Tennis Courts
- Solicitation number
- 2025-IFB-261
- Issued by
- New Haven County, Connecticut
About this file
This document is a detailed engineering design plan for the Wilbur Cross High School Tennis and Pickleball Courts project, prepared by the City of New Haven Department of Engineering under the leadership of Mayor Justin M. Elicker and City Engineer Giovanni Zinn. The project involves comprehensive renovation of existing tennis and pickleball courts, including removing existing posts and footings, installing new concrete footings with PVC sleeves, and implementing a multi-layer court surface system. The design includes specific technical specifications for court pavement, net posts, center strap anchors, and fence installation, with a focus on using high-quality materials like CSS Plexipave system, bituminous concrete, geotextile membrane, and PVC-coated steel fencing.
The basis of design outlines a seven-step surface restoration process, including court patch binder for existing surface cracks, geotextile membrane installation, bituminous concrete layers, acrylic resurfacer, stain blocker, and line painting. Technical details specify precise measurements for court dimensions, post placements, and fence configurations, with specifications for concrete strength (3000 psi), steel framework with black PVC finish, and aluminum hardware with powder-coat finishes. The project emphasizes durability, performance, and aesthetic consistency, utilizing materials that meet specific ASTM standards and providing detailed installation guidelines for each court component.
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Text version
Revision/IssueNo. Date
Project Number
Designed By
Date
Sheet Number
Project Name and Address
Drawn By
D-1
CF
Sheet Title
DETAILS
Professional Seal
WILBUR CROSS H.S.
TENNIS AND
PICKLEBALL COURTS
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8/15/2025
EXISTING SURFACE
GEOTEXTILE MEMBRANE
SURFACE COURSE 1.5" BITUMINOUS CONCRETE S0.375
LEVELING COURSE 1.5" BITUMINOUS CONCRETE S0.375
EXISTING SUBGRADE
BASIS OF DESIGN
1. Court Patch Binder for existing surface cracks.
2. Installation of geotextile membrane on existing surface.
3. Installation of (2) 1-1/2" S0.375 bituminous concrete lifts.
4. (2) coats of Acrylic resurfacer
5. Wipe-out Stain Blocker
6. Fortified Plexipave Ultra Performance
7. Line Paint (CSS acrylic latex)
3' -6
" f or p ic kl eb al l
" f or te nn is
Douglas Premier pickleball or tennis post
2' -8
" PVC ground sleeve
Collar
NET POST
1/2" = 1'-0"
24" DIA.
Notes:
1. Remove all existing posts.
2. Remove existing footings as needed to accommodate new footings.
3. Install concrete footing with PVC sleeve before installing asphalt paving and court surface.
P-ED-04
2 CENTER STRAP ANCHOR
3/4" = 1'-0"
1'-3"
2' -0
Concrete footing
Compacted subgrade
Pipe-type center strap anchor Epoxied into PVC ground sleeve Set 14" max above court surface
Court pavement
Notes:
1. Remove all existing strap anchors and footings.
2. Align center pin of strap with line of tennis net.
3. Install concrete footing and
PVC sleeve before installing asphalt paving and court surface.
4. Center straps to be installed on tennis and pickleball courts.
PVC ground sleeve
P-ED-06
EXISTING FENCE REINSTALLATION
1/2" = 1'-0"
Notes:
1. All framework & appurtenances: steel with black PVC finish per ASTM F668-17 Class 2a.
2. All nuts and bolts: aluminum with black powder-coat finish. Powder coating may be fluoropolymer, HAA polyester, polyester wrinkle, TGIC polyester, or aliphatic-urethane.
3. Provide truss rods at all corners.
Tennis court surface per 1/L3.1
Existing footings
Existing asphalt
Asphalt per 1/L3.1
Bottom rail: 1 5/8" OD
Existing post Clean to remove all debris and loose paint.
Paint any bare metal with Rustoleum 3800 DTM Acrylic Enamel, gloss black.
1 5/8" OD Top rail Existing top rails in good condition may be reused with approval from the Landscape Architect
1 3/4" chain link fabric 9 gage wire
Pressed steel loop cap 9 gauge tie wire
8" O.C along top rail 9 gauge tie wire 15" O.C along posts
9 gauge tie wire 12" O.C along bottom rail
Tension band 12 gauge x 7 8" Beveled edge
16" x 34" Tension bar
Top of tension bar to be level with top rail
3"
9'
7" 9'
-2
Existing spacing
P-ED-11
NEW 4' FENCE
1/2" = 1'-0"
4' -2
10'-0" O.C. Max
Notes:
1. Install concrete footing and PVC sleeve before asphalt pavement.
2. All framework & appurtenances: steel with black PVC finish per ASTM F668-17 Class 2a.
2. All nuts and bolts to be aluminum with black powder-coat finish. Powder coating may be fluoropolymer, HAA polyester, polyester wrinkle, TGIC polyester, or aliphatic-urethane.
3. Concrete min 3000 psi
Tennis court surface per 1/L3.1
Existing asphalt
Asphalt per 1/L3.1
Bottom rail: 1 5/8" OD
2 12" OD post Schedule 40
1 5/8" OD
Top rail 1 3/4" chain link fabric
PVC coating 11 gage wire
Pressed steel loop cap 9 gauge tie wire
8" O.C along top rail 9 gauge tie wire 15" O.C along posts
9 gauge tie wire 12" O.C along bottom rail
Tension band 12 gauge x 7 8" Beveled edge
16" x 34"
Tension bar Top of tension bar to be level with top rail
" M in
3" M in
10" Min
PVC sleeve Schedule 403"
4' -0
P-ED-12
Notes:
1. Where joint intersects with PVC net or post sleeve, saw cut through the PVC sleeve
6. Fill existing cracks prior to installing new asphalt. Cracks less than 1" wide to be thoroughly cleaned and filled with VersaFlex SL/45 or SL/60. Cracks and all other voids 1" or wider to be saw cut the width of the contractor's compaction plate, filled with 34" process, and compacted, such that the top of the compacted process is level with the top of the existing asphalt surface.
COURT PAVEMENT
1/8" = 1'-0" DETAIL-FILE
CSS PLEXIPAVE SYSTEM AS DETAILED ABOVE
| Sheets and Views |
| 24x36 Plan (2) |
File details come from the government source that posted it. Updated .