Standard Construction Specifications

Last updated on December 27, 2007

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January 2008 Standard Construction Specifications


Technical Provisions (Sections 11 through 50)

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Sections 11 through 30

 

Sections 31 through 50

bulletSection 11: Preconstruction Photographs and Record Drawings
bulletSection 12: Construction Area Traffic Control
bulletSection 13: Existing Facilities
bulletSection 14: Restoration of Surfaces
bulletSection 15: Clearing and Grubbing
bulletSection 16: Water Used in Construction

bulletSection 17: Dust Control
bulletSection 18: Earthwork

bulletSection 19: Trench Excavation, Bedding and Backfill
bulletSection 20: Landscaping
bulletSection 21: Finishing Roadway
bulletSection 22: Base and Subbase Material
bulletSection 23: Asphalt Concrete
bulletSection 24: Side Forms and Headers
bulletSection 25: Portland Cement Concrete Pavement
bulletSection 26: Cold Plane Asphalt Concrete Pavement
bulletSection 27: Curbs, Gutters, Sidewalks, and Drainage Structures
bulletSection 28: Piling
bulletSection 29: Prestressing Concrete
bulletSection 30: Concrete Structures

bulletSection 31: Reinforcement
bulletSection 32: Waterproofing
bulletSection 33: Steel Structures
bulletSection 34: Signs

bulletSection 35: Timber Structures
bulletSection 36: Cast-in-Place Concrete Pipe (CIPCP)

bulletSection 37: Boring and Jacking
bulletSection 38: Sewer and Drain Construction *See Note 1

bulletSection 39: Sewer Manholes

bulletSection 40: Miscellaneous Facilities
bulletSection 41: Water Distribution Systems
bulletSection 42: Relocation and Maintenance of Utility Facilities
bulletSection 43: Cleaning Pipelines
bulletSection 44: Shotcrete, Cast Concrete Channel Lining, and Grouted Cobble
bulletSection 45: Chain Link Fence
bulletSection 46: Survey Monuments
bulletSection 47: Railings and Barriers
bulletSection 48: Traffic Stripes and Pavement Markings
bulletSection 49: Signals, Lighting and Electrical Systems
bulletSection 50: Construction Materials

Note 1: An errata sheet will be sent with hard copies addressing Section 38.5, corrected to read as follows:

"A regularly manufactured “T” or “Y” fitting of the same materials as the collector sewer shall be used in the collector sewer and shall be inclined upwards at a minimum angle of twenty-five degrees (25°) and a maximum of forty-five degrees (45°) from the horizontal."