Drawings_12.4.25.pdf
PDF 7 MB Posted
- Attached to
- Moore Park Tennis Courts Improvements
- Solicitation number
- 2025-IFB-302
- Issued by
- Allegheny County, Pennsylvania
About this file
This is a construction drawings document for the Moore Park Tennis Courts Improvements project prepared by the City of Pittsburgh Bureau of Facilities, Department of Public Works. The drawings illustrate the scope of work for resurfacing and upgrading three existing tennis courts located at 1801 Pioneer Avenue, Pittsburgh, PA 15226 (Project No. 2025-88509). The base bid scope includes demolition of existing asphalt surfaces, removal and reinstallation of existing fencing and bleacher structures, asphalt repaving per PennDOT Superpave specifications (1.5-inch minimum wearing course of 9.5mm aggregate, 1.5-2 inches leveling/binder course of 19mm aggregate, and 6 inches compacted base course), installation of three sets of tennis posts and nets, and complete resurfacing with two-color striping using SportMaster Sport Surfaces products in light green and light blue. Four add-alternate options are available for pricing: 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 with S-2A dome lids in black and blue). The construction details specify concrete bench pads measuring 8 feet by 2.5 feet, concrete receptacle pads measuring 5 feet by 2.5 feet, and detailed bituminous paving specifications with tack coats. Contractors are responsible for protecting all trees to the dripline or one foot per inch of tree diameter, removing and disposing of all stripped materials, reseeding disturbed areas, and maintaining grass until fully established.
The drawings indicate that all fabricated metal components must be steel shotblasted, etched, phosphatized, and electrostatically powder-coated with polyester powder coatings to an average thickness of 8-10 mils. Trash and recycling receptacles must feature high-density plastic liners with 36-gallon capacity, mounted on steel support bars with leveling feet, and secured with tamper-proof bolts to concrete. Bidders must conduct a pre-bid site visit to evaluate sub-base conditions prior to submitting their bids and are responsible for all associated costs including machinery access, material hauling and disposal, and repair of any construction-related damage to existing park features. The document does not contain pricing information, budget allocations, or specific contract award dates, as these details are contained in the separate Invitation for Bid solicitation documents.
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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
Site Plan
L-1 1 4
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.
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
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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 4
SCALE
NORTH
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STRIP EXISTING
LAYER(S) OF
BITUMINOUS PAVING
EXISTING SUBBASE
TO REMAIN (WHERE
APPLICABLE)
EXISTING SUBGRADE
EXISTING SURFACE
LIQUID APPLIED ACRYLIC SURFACE SYSTEM
(CUSHIONED OR NON-CUSHIONED)
1-1/2" MIN. WEARING COURSE, PENNDOT
SUPERPAVE 9.5mm OR APPROVED EQUAL
1-1/2" - 2" MIN. LEVELING / BINDER COURSE,
PENNDOT SUPERPAVE 19mm OR APPROVED EQUAL
6" MIN. COMPACTED PENNDOT 2A BASE COURSE -
RESTORATION DEPTH SHALL VARY. FURNISH AND
INSTALL SUBBASE AGGREGATE AS FIELD REQUIRED
FOR GRADING AND COMPACTION PURPOSES, TO
ACHIEVE PROPER ELEVATIONS, AND/OR REPLACE
EXISTING SUBBASE MATERIAL INADVERTENTLY
REMOVED DUE TO ADHERENCE TO BINDER. ROLL
AND COMPACT SUBBASE THOROUGHLY.
PROPOSED SURFACE
UNDISTURBED
SUBGRADE
CD-1
STRIPPING AND RESURFACING BITUMINOUS TENNIS COURT
N.T.S.
TACK
COATS
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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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
P io ne er
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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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| Sheets and Views |
| L-1 |
| GE12.04.25 1.pdf |
| Sheets and Views |
| L-2 |
| GE 12.02.25 Rev2.pdf |
| Sheets and Views |
| L-1 |
| GE 12.02.25 Rev2 B.pdf |
| Sheets and Views |
| L-2 |
| GE 12.02.25 Rev2 C.pdf |
| Sheets and Views |
| CD.01 |
| GE 12.02.25 Rev2 D.pdf |
| Sheets and Views |
| CD.02 |
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