Rev1_2.25.26-L-1.pdf
PDF 9 MB Posted
- Attached to
- Moore Park Tennis Courts Improvements
- Solicitation number
- 2025-IFB-302
- Issued by
- Allegheny County, Pennsylvania
About this file
This document comprises construction plans and specifications for the Moore Park Tennis Courts Improvements project prepared by the City of Pittsburgh Bureau of Facilities, Department of Public Works. The project involves resurfacing and improving three existing tennis courts located at 1801 Pioneer Avenue, Pittsburgh, PA 15226. The base bid scope includes demolition of existing asphalt and concrete pads, removal and reinstallation of existing fencing and bleacher structures, asphalt repaving meeting PennDOT Superpave specifications, furnishing and installation of three sets of tennis posts and nets, and complete resurfacing and two-color striping using SportMaster Sport Surfaces products in light green and light blue. Four add-alternate options are available for bidding: sub-base repair or replacement as needed, furnishing and installing four city player benches (Model DMTS 7.5 x 2), furnishing and installing a large aluminum bleacher, and furnishing and installing trash and recycling receptacles (Victor Stanley Model SD-42). A mandatory pre-bid meeting was scheduled for February 20, 2026 at 10:00 a.m., with written questions due by February 27, 2026 at 5:00 p.m. and sealed bids due electronically by March 6, 2026 at 2:00 p.m. Contractors are required to conduct a site visit to evaluate sub-base conditions prior to bidding and must protect all on-site trees to the dripline or one foot per inch of tree diameter.
Bids must be submitted on a lump sum basis using AIA G703 format with all shipping and delivery costs included as F.O.B. Destination, accompanied by a bid guarantee equal to five percent of the total bid amount. The project is subject to Pennsylvania Prevailing Wage requirements effective February 5, 2026, with contractors required to submit certified payroll forms demonstrating compliance with Heavy/Highway work wage determinations for the Pittsburgh Field Office jurisdiction. Mandatory Disadvantaged Business Enterprise participation goals require 18 percent Minority-Owned Business Enterprises, 7 percent Women-Owned Business Enterprises, 5 percent Veteran-Owned Small Businesses, and 3 percent LGBTQIA+-Owned businesses, with documentation of good faith outreach efforts required in all bids. Upon award, the contractor must provide Performance and Payment Bonds equal to 100 percent of the contract price and maintain general liability insurance of $1,000,000 per occurrence and $2,000,000 aggregate. The City reserves the right to award on an item-by-item or low-total basis to the lowest responsive, responsible bidder, with liquidated damages assessed for delays beyond the completion date. This is a one-time project with no renewal options and no incumbent vendors identified.
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Text version
L-1
NEW TENNIS COURT LAYOUT USING EXISTING COURT DIMENSIONS
SCALE: 1" = 20' (printed on 11"x17" paper)
Bleachers Court 1
ProposedTrash/RecyclingLocation
Court 2
Court 3
Proposed Bench/PadLocation (Typical)
Proposed Bench/PadLocation (Typical)
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City of Pittsburgh
Bureau of Facilities
Department of Public Works
P io ne er
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Pi tts bu rg h, P A
2025-88509
DATE: 10/28/25
Layout Plan
L-1 1 5
SCALE
NORTH
BASE BID SCOPE OF WORK
COURTS 1 to 3:
1. Existing fence to remain. Vendor is responsible to remove and store fencing as needed to allow machinery access to courts, and reinstall after completion.
2. Demolish existing asphalt and remove existing benches including concrete pads and footers.
3. Repave asphalt per detail.
4. Remove large bleacher and reinstall.
5. Furnish and install set of tennis posts and Nets (3) per attachment specs.
6. Resurface (2 colors) and stripe tennis courts per existing layout.
ADD ALTERNATES
Add-alt 1: Repair / replace sub-base as needed, per detail.
Add-alt 2: Furnish and install city player benches (4) per detail. See plans for locations and dimensions.
Add-alt 3: Furnish and install large aluminum bleacher.
Per detail.
Add-alt 4: Furnish and install trash/recycling receptacles per detail. Location shown on site plan.
Add-alt 5: Excavate (4) 18" wide x 18" deep trench and install 4" perforated pipe (fill trench with 2B). Tie into existing concrete gutter/catch basin (SE). Restore concrete and/or lawn as required.
NOTES:
Contractor responsible for visiting the site and evaluating sub-base prior to bid.
Repave and resurface color coating on all tennis courts per existing layout.
Use SportMaster Sport Surfaces products in light green and light blue. See attachments for reference.
All trees on site MUST BE PROTECTED. Contractor will be liable for any damages to trees. Tree protection should be installed to the edge of the dripline of the tree. If that can't be maintained, the next fallback position is a radius equal to 1 ft for every inch in tree diameter.
Contractor to haul and dispose of all stripped and unusable materials.
Contractor to repair any damages to existing courts, walkways, or other park features that may occur during construction.
Contractor shall reseed all disturbed areas and provide maintenance until the grass is fully established
AutoCAD SHX Text Revisions: 1:2/25/26
AutoCAD SHX Text Project Address
AutoCAD SHX Text Project Title
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text of
L-2
NEW TENNIS COURT LAYOUT USING EXISTING COURT DIMENSIONS
SCALE: 1" = 20' (printed on 11"x17" paper)
CONCRETE RECEPTACLES PAD,
5' X 2.5'
CONCRETE BENCH PAD,8' X 2.5'
CONCRETE BENCH PAD,8' X 2.5'
+/- 11"
54'
+/- 173
120'
12'
12' 36'
15' 36'
15' 36'
+/- 11'
21'
78'
21'
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City of Pittsburgh
Bureau of Facilities
Department of Public Works
P io ne er
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Pi tts bu rg h, P A
2025-88509
DATE: 10/28/25
Layout Plan
L-2 2 5
SCALE
NORTH
AutoCAD SHX Text Revisions
AutoCAD SHX Text Project Address
AutoCAD SHX Text Project Title
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet No.
STRIP EXISTING LAYER(S)
OF BITUMINOUS PAVING
(Approx. 4").
EXISTING SUBBASE
TO EXCAVATE (7"-9"
SLAG).
EXISTING SUBGRADE
EXISTING SURFACE
CD-1
STRIPPING AND RESURFACING BITUMINOUS TENNIS COURT
N.T.S.
UNDISTURBED
SUBGRADE.
PROPOSED SURFACE
5" - 6" MIN. AASHTO #1 STONE BASE COURSE (FIST SIZE).
FOR SUBBASE STABILIZATION. STONE SHALL BE CLEAN, CRUSHED, AND
FREE OF FINES. PLACE AND LEVEL TO UNIFORM THICKNESS AS REQUIRED
TO ACHIEVE DESIGN GRADES AND PROVIDE DRAINAGE. ROLL OR
COMPACT AS FIELD CONDITIONS REQUIRE TO PROVIDE A STABLE BASE
PRIOR TO PLACEMENT OF OVERLYING MATERIALS.
3" - 4" MIN. PENNDOT 2A STONE – COMPACTED THOROUGHLY TO PROVIDE
STABLE, LEVEL SURFACE.
1-1/2" MIN. WEARING COURSE, PENNDOT SUPERPAVE 9.5mm OR APPROVED
EQUAL. PROVIDE UNIFORM SLOPE OF +/- 1% WITH FALL RUNNING TOWARD
NORTH.
THIN LAYER OF AASHTO #10 AGGREGATE (LIMESTONE DUST) SPRINKLE
IN TO FILL SURFACE VOIDS AND CREATE A SMOOTH, COMPACTED
FINISH.
2" - 2-1/2" MIN. LEVELING / BINDER COURSE, PENNDOT SUPERPAVE 19mm
OR APPROVED EQUAL.
GEOTEXTILE
STABILIZATION FABRIC.
TOP COAT. SPORT COURT COLOR COATING SYSTEM OR EQUIVALENT
PRODUCT THAT MEET SAME SPECIFICATIONS
NOTES:
1. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED, PREHEATED, AND
ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING.
COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF
THE RESULTING FINISH AVERAGES 8-10 MILS (200-250 MICRONS).
2. PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC.
3. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND.
4. ANCHOR BOLT NOT PROVIDED BY VICTOR STANLEY, INC.
LIDS: S-2A DOME LID, WITH DECALS FOR RECYCLING CAN
SECURITY: MOUNT LID WITH 3 IN-LINE ANCHOR HOLES
AND BOTTOM PLATE COVER.
LITTER RECEPTACLE: MODEL SD-42, WITH S-2A DOME LID, COLOR BLACK, AS SUPPLIED BY VICTOR STANLEY, P.O.
DRAWER 330, DUNKIRK, MD 20754 USA, 1.800.368.2573 OR APPROVED EQUIVALENT.
RECYCLING RECEPTACLE: MODEL SD-42, WITH S-2A DOME LID AND RECYCLING DECALS, COLOR BLUE, AS SUPPLIED BY VICTOR STANLEY, P.O. DRAWER 330, DUNKIRK, MD 20754 USA, 1.800.368.2573 OR APPROVED EQUIVALENT.
Ø 28"
41-3/4"
38-5/8"
19"
36-GALLON CAPACITY HIGH
DENSITY PLASTIC LINER
(WEIGHT NOT TO EXCEED 6 LBS.)
SITS ON 3/8" x 3" SUPPORT BARS
(4) LEVELING FEET WITH 3/8" DIAMETER
THREADED STEEL SHAFT
5/8" SOLID
STEEL TOP
RING(42) 3/8" X 1"
VERTICAL
STEEL BARS
1/4" X 2-1/2"
HORIZONTAL
SOLID STEEL
BAND
3/4" SQUARE ANCHOR BOLT HOLES MOUNT
TO CONCRETE WITH TAMPER-PROOF BOLTS
PER MANUFACTURER'S RECOMMENDATIONS
ALT. # 6 TRASH AND RECYCLING RECEPTACLES
N.T.S.
CD.1
ALT. # 6 RECYCLING RECEPTACLES DOME TOP LID DECAL
N.T.S.
CD.1
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City of Pittsburgh
Bureau of Facilities
Department of Public Works
P io ne er
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Pi tts bu rg h, P A
2025-88509
DATE: 10/28/2025
Construction Details
CD.1
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AutoCAD SHX Text Revisions 1:2/25/26
AutoCAD SHX Text Project Address
AutoCAD SHX Text Project Title
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet No.
ALT. # 2 - PLAYER BENCH. MODEL DMTS 7.5 x 2 N.T.S.
CD.2
ATTACH BENCH TO
CONCRETE WITH 12" DIA. X
4" LONG ANCHOR BOLTS,
TYP. PAINT BOLT HEAD
TO MATCH BENCH
ADJACENT
SURFACE
CONCRETE PAVING,
BROOM FINISH.
COMPACTED
SUBGRADE
CONCRETE BENCH PAD
N.T.S.
6' TYP. 2.5' TYP.
CD-2
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City of Pittsburgh
Bureau of Facilities
Department of Public Works
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Pi tts bu rg h, P A
2025-88509
DATE: 10/28/25
CONSTRUCTION
DETAILS
CD.2
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AutoCAD SHX Text Revisions
AutoCAD SHX Text Project Address
AutoCAD SHX Text Project Title
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet No.
CD.3
PROPOSED 4" PERFORATED UNDERDRAIN DETAIL (ADD ALT 5)
N.T.S.
1%+/
1%
1%
1%
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Department of Public Works
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Pi tts bu rg h, P A
2025-88509
DATE: 02/25/26
Construction Details
CD.3
5 5
SCALE
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AutoCAD SHX Text Revisions
AutoCAD SHX Text Project Address
AutoCAD SHX Text Project Title
AutoCAD SHX Text Project No.
AutoCAD SHX Text Sheet Title
AutoCAD SHX Text Sheet No.
| Sheets and Views |
| L-1 |
| Rev1 2.25.26-L-2.pdf |
| Sheets and Views |
| L-2 |
| Rev1 2.25.26 CD.1.pdf |
| Sheets and Views |
| CD.01 |
| Rev1 2.25.26 CD.2.pdf |
| Sheets and Views |
| CD.02 |
| Rev1 2.25.26 CD.3.pdf |
| Sheets and Views |
| CD.03 |
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