2-Minor LD Plan Set.pdf

PDF 5 MB Posted

Attached to
Government Parking Deck - Soil Anchor Repairs
Solicitation number
Not on record
Issued by
Lehigh County, Allentown City, Pennsylvania

About this file

This document is a Minor LD Plan Set prepared by Ott Consulting Inc., a civil engineering and surveying firm, for the Allentown Parking Authority (APA) project located at 407-413 Ridge Avenue in Allentown, Lehigh County, Pennsylvania. The plan set contains technical drawings and standard construction details for the parking lot construction project, including specifications for bituminous and concrete street restoration, erosion control measures, and site preparation. The drawings are dated March 31, 2026, and February 3, 2026, and were prepared for ALPA 2401-409-413 Ridge Ave Boundary Topo Survey. Key construction details include standard specifications for rock construction entrances, compost filter socks for erosion control, and concrete washout areas designed to manage contaminated water during construction activities. The filter sock details specify 18-inch diameter Filtrexx Soxx available in multiple sizes, wooden stakes placed at 5-foot intervals, and impermeable geomembranes for environmental protection.

The construction details outlined in the plan set establish minimum performance standards for erosion and sediment control, with specifications requiring impermeable liners, proper installation on flat grades, and provisions for stacked configurations to achieve necessary height and stability. Concrete washout areas are designed with maximum contamination depth at 50 percent of the concrete washout height, and filter socks may be direct seeded at installation. All construction must comply with current PennDOT specifications and standards, federal and state environmental laws, and occupational safety regulations. The plan set serves as the technical foundation for bidders to understand site preparation, drainage management, and environmental protection requirements for the parking lot construction project.

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Text version

©Ott

CONSULTINGINC.

AN ARRO CONSULTING COMPANY

P: 610-928-4690 www.ARROconsulting.com

CIVIL ENGINEERS • SURVEYORS

LEHIGH VALLEY OFFICE

P.O. BOX 386, EMMAUS, PA 18049

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CONSULTINGINC.

CIVIL ENGINEERS • SURVEYORS

PHONE: 610-928-4690

LEHIGH VALLEY OFFICE

PO BOX 386

EMMAUS, PA 18049

www.OttEng.com

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STANDARDS FOR BITUMINOUS AND CONCRETE

STREET RESTORATION

©Ott

CONSULTINGINC.

AN ARRO CONSULTING COMPANY

P: 610-928-4690 www.ARROconsulting.com

CIVIL ENGINEERS • SURVEYORS

LEHIGH VALLEY OFFICE

P.O. BOX 386, EMMAUS, PA 18049

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18" DIAMETER FILTREXX® SOXX™

(ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)

18" DIAMETER FILTREXX® SOXX™

(ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)

2" X 2" X 36" WOODEN

STAKES PLACED 5' O.C.

2" X 2" X 36" WOODEN

STAKES PLACED 5' O.C.

MAXIMUM DEPTH OF CONTAMINATED WATER IS 50%

OF CONCRETE WASHOUT HEIGHT

PUMP CONTAMINATED WATER INTO CONCRETE

WASHOUT

SECTION NTS

PLAN NTS

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE

2. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL

CONFIGURATIOJ FOR ADDED HEIGHT AND STABILITY

3. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE

TIME OF INSTALLATION

4. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE

PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO

INSTALLING THE SOCKS

12" MIN

FILTREXX® CONCRETE WASHOUT

NTS

IMPERMEABLE LINER

STANDARD CONSTRUCTION DETAIL #4-1

Compost Filter Sock

SECTION VIEW

N.T.S.

PLAN VIEW

STANDARD CONSTRUCTION DETAIL #3-1

Rock Construction Entrance

PLAN VIEW

PROFILE

©Ott

CONSULTINGINC.

AN ARRO CONSULTING COMPANY

P: 610-928-4690 www.ARROconsulting.com

CIVIL ENGINEERS • SURVEYORS

LEHIGH VALLEY OFFICE

P.O. BOX 386, EMMAUS, PA 18049

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PHONE: 610-928-4690

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PO BOX 386

EMMAUS, PA 18049

www.OttEng.com

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