1-CommParkPickleball-PLANS.pdf
PDF 2 MB Posted
- Attached to
- COMMUNITY PARK PICKLEBALL COURTS
- Solicitation number
- Not on record
- Issued by
- Northampton County, Pennsylvania
About this file
This is a construction plans document prepared by Carroll Engineering Corporation for Upper Mount Bethel Township in Northampton County, Pennsylvania, detailing the design and specifications for Community Park Pickleball Courts located at 1535 Potomac Street, Mount Bethel, PA. The project involves the complete furnishing and installation of pickleball courts with associated infrastructure. The estimated quantities include 530 square yards of Superpave asphalt base course (PG 64S-22, 25.0 MM mix, 3" depth), 530 square yards of Superpave asphalt wearing course (PG 64S-22, 9.5 MM mix, 1" depth), and 276 linear feet of 8-foot-tall black PVC-coated chain link fence with 2 gates. Court painting, line striping, posts, and nets are incidental to the pavement work. Bids will be received online via PennBid until 11:00 AM prevailing time on Thursday, March 19, 2026. No pre-bid meeting will be held. Upper Mount Bethel Township will provide excavation and placement of the 2A stone subbase prior to contract work.
Each bid must be accompanied by a certified check or bid bond equal to 5% of the total bid price drawn to the order of Upper Mount Bethel Township. The project constitutes Public Works by a Public Body under the Pennsylvania Prevailing Wage Act, requiring that prevailing minimum wage rates promulgated by the Pennsylvania Secretary of Labor be paid to all workers employed on the project. No bid may be withdrawn within sixty (60) days of the bid opening date. Upper Mount Bethel Township reserves the right to reject any and all bids and to waive any bidding informalities. The plans were prepared on February 18, 2026, by Carroll Engineering Corporation with professional engineer Justin M. Coyle (PE054473E) and include detailed specifications for pavement cross-sections, post and anchor installation methods, and chain link fence details.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-CommParkPickleball-PROJ MAN.pdf | ||
| 4-CommParkPickleball-NCA.pdf | ||
| 5-CommParkPickleball-EVAF.pdf | ||
| 7-CommParkSiteMap..jpg | JPG image | |
| 6-CommParkPickleball-CQS.pdf | ||
| 3-CommParkPickleball-BB.pdf |
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Text version
105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844
Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com
630 Freedom Business Ctr., 3rd Fl.
King of Prussia, PA 19406 Phone: 610-489-5100
101 Lindenwood Drive, Suite 225 Malvern, PA 19355
Phone: 484-875-3075
C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6
PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0
FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5
Carroll Engineering Corporation
AutoCAD SHX Text 14'
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44' TYP.
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20' TYP.
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8' TALL BLACK-PVC COATED CHAIN LINK FENCE WITH 2 GATES
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GATE (TYP)
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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64S-22 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 " DEPTH, SRL-G12" DEPTH, SRL-G
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 3" DEPTH
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SUBBASE 6" DEPTH (NO. 2A) (BY TOWNSHIP)
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10.5"± EXCAVATION(BY TOWNSHIP)
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COMPACTED/PROOFROLLED SUBGRADE (BY TOWNSHIP)
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PAINTED SURFACE
AutoCAD SHX Text COMMUNITY PARK-POTOMAC STREET PICKLEBALL COURTS SITUATED IN UPPER MOUNT BETHEL TOWNSHIP NORTHAMPTON COUNTY, PENNSYLVANIA PREPARED FOR UPPER MOUNT BETHEL TOWNSHIP 387 YE OLDE HIGHWAY MOUNT BETHEL, PA 18343
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DRAWING NUMBER
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PLAN
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JMA
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JM
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AS NOTED
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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED
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INITIALS
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DESCRIPTION
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REGISTERED
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PE054473E
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ENGINEER
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PROFESSIONAL
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JUSTIN M. COYLE
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PICKLEBALL COURTS PLAN
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ESTIMATED QUANTITY
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DESCRIPTION
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UNIT
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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 3" DEPTH
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AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 " DEPTH, SRL-G12" DEPTH, SRL-G
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8' TALL BLACK PVC COATED CHAIN LINK FENCE WITH 2 GATES
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LF
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PAVEMENT CROSS SECTION
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FOR PICTURE PURPOSES ONLY
AutoCAD SHX Text NOTES: 1. COURT PAINTING/LINE STRIPING, NETS, AND POSTS SHALL BE INCIDENTAL COURT PAINTING/LINE STRIPING, NETS, AND POSTS SHALL BE INCIDENTAL TO THE PAVEMENT WORK. 2. UPPER MOUNT BETHEL TOWNSHIP WILL EXCAVATE AND PLACE AND UPPER MOUNT BETHEL TOWNSHIP WILL EXCAVATE AND PLACE AND COMPACT THE 2A STONE SUBBASE AT THE PICKLEBALL COURT LOCATION. 3. COLOR TO BE SELECTED BY TOWNSHIP DURING CONSTRUCTION.COLOR TO BE SELECTED BY TOWNSHIP DURING CONSTRUCTION.
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COURT PAINTING, LINE STRIPING, POSTS AND NETS TO BE INCIDENTAL TO THE WORK
105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844
Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com
630 Freedom Business Ctr., 3rd Fl.
King of Prussia, PA 19406 Phone: 610-489-5100
101 Lindenwood Drive, Suite 225 Malvern, PA 19355
Phone: 484-875-3075
C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6
PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0
FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5
Carroll Engineering Corporation
Set Screw Cap
Eyebolts
Pickleball Post Locations 22’ apart, measured Inside-to-Inside
Center Anchor
Collar Take Up Post
9"
Ground Sleeve Recommended
12"
The footing dimensions illustrated are approximate and may be varied in different regions according to local soil and frost conditions.
NOT TO SCALE
POST AND ANCHOR INSTALLATION:
1. When installing post, use bottom collar to ensure post height is about 3' above the court surface.
2. Posts should be spaced 22’ apart
(measured inside-to-inside).
3. DIRECT GROUND INSTALLATION
Anchor each post in a block of concrete as shown in the diagram. Pour the concrete into a bell-shaped hole 24” in diameter at the top and 30“ in diameter at the bottom. Make the hole at least 36” deep.
4. GROUND SLEEVE INSTALLATION -Recommended While pouring the concrete hold the ground sleeve in place, plugged end down. Use a plumb line to set the sleeve pointing straight up. Sleeve should be set flush with the surface. Let concrete dry. Carefully set the post in ground sleeves.
5. CENTER ANCHOR -Recommended The center anchor should be 11’ away from each post.
Pour concrete into a bell shaped hole 9” in diameter at the top and 12” in diameter at the bottom. The hole should be 12” deep. While pouring, hold the anchor in place, with the narrowed end down. Make sure the anchor is flush with the surface and pin is parallel to the net line. Let concrete dry.
12"
Dummy Post
24"
36"
18"
3'
30" 24"
3000 PSI Concrete
Net not shown for clarity
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(MIN)
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(MIN)
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3'-0" PEDESTRIAN GATE
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BAR BRACE- 1 5/8"
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CHAIN LINK FENCE & 3'-0" WIDE PEDESTRIAN GATE
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NTS
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CLAMPS AT 14" CC
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FASTENERS @ 14" CC
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3000 PSI CEMENT CONCRETE FOOTING FOR POSTS
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(MIN)
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(MIN)
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(MIN)
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3" (MAX)
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3" CORNER POST- S/S20
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2 1/2" LINE POST S/S20 PVC COATED
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1 " WOVEN 9 GA- 14" WOVEN 9 GA- STEEL MESH FABRIC W/ BLACK VINYL COATING
AutoCAD SHX Text COMMUNITY PARK-POTOMAC STREET PICKLEBALL COURTS SITUATED IN UPPER MOUNT BETHEL TOWNSHIP NORTHAMPTON COUNTY, PENNSYLVANIA PREPARED FOR UPPER MOUNT BETHEL TOWNSHIP 387 YE OLDE HIGHWAY MOUNT BETHEL, PA 18343
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CADD FILE
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OF
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DETAILS
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JMA
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JM
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AS NOTED
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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED
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INITIALS
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DESCRIPTION
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REGISTERED
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PE054473E
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ENGINEER
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PROFESSIONAL
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JUSTIN M. COYLE
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PICKLEBALL NET INSTALLATION
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NTS
| Sheets and Views |
| CommParkPickleball-PLAN-SITE PLAN |
| CommParkPickleball-PLAN-DETAILS |
File details come from the government source that posted it. Updated .