Wilbur_Cross_HS_Tennis_Courts_9.24.25-24x36_details.pdf
PDF 560 KB Posted
- Attached to
- Wilbur Cross High School Tennis Courts
- Solicitation number
- 2025-IFB-275
- Issued by
- New Haven County, Connecticut
About this file
This is a technical details document for the City of New Haven, Connecticut Department of Engineering related to the Wilbur Cross High School Tennis and Pickleball Courts renovation project. The project encompasses comprehensive surface rehabilitation and infrastructure upgrades for existing tennis and pickleball courts, including removal of existing posts and footings, installation of a geotextile membrane, application of two 1.5-inch bituminous concrete lifts, acrylic resurfacer coats, and a CSS Plexipave Ultra Performance court surface system with line painting. Infrastructure improvements include installation of new net posts with concrete footings and PVC ground sleeves, center strap anchors for court alignment, reinstallation of existing fencing, and installation of approximately 360 linear feet of new 4-foot chain-link fencing with steel framework and black PVC finish. The specifications detail precise measurements, material requirements, and installation protocols, including concrete footing specifications with minimum 3000 psi strength, Schedule 40 PVC sleeves, and adherence to ASTM F668-17 Class 2a standards for steel components. The solicitation was issued on September 24, 2025, with electronic bids due on October 8, 2025, at 3:00 pm through the City's eProcurement Portal, and the contract term is set for one year with potential renewals at the City's discretion.
The project requires contractors to submit a Statement of Qualifications, current workforce certification, and compliance documents, with tiered pre-award conference fees ranging from $100 to $4,000 based on contract value. The City of New Haven enforces its Living Wage Ordinance and Equal Employment Opportunity Commission guidelines, with specific workforce diversity goals and graduated financial penalties ranging from $750 to $4,000 per violation for non-compliance. Federal wage rates apply to this project, with hourly rates for various construction trades ranging from $21.42 to $58.19, along with provisions for minimum wage and sick leave. The comprehensive project scope encompasses approximately 48,600 square feet of sports surface system and multiple net sets for both tennis and pickleball courts, though an exact project budget is not specified in this technical document.
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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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9/24/2025
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
Mid Span Rail: 1 58"
OD
| Sheets and Views |
| 24x36 Plan (2) |
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