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Jupiter Civil Engineering Company, LLC

(561) 277-6602

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(561) 277-6602

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Inspection Scheduling

This page discusses the typical requirements for inspections so that a project can be certified by the Engineer of Record.  Please note that this is provided for convenience and informational purposes only and shall not be considered engineering advice.  Requirements vary by project.

Construction Inspection Requirements and Procedures

Pavement, Slabs and Sidewalks

Please note that if the Engineer is not contacted for the required inspections (site observations) he may not be in the position to certify the project.

Subgrade inspection.  A man stands with a tape measure to check the depth to subgrade.

Subgrade Inspection

WHEN: After the subgrade is compacted (with passing densities) and before the baserock is placed.

FREQUENCY: Stringline at every grade stake or as directed by engineer.

MATERIALS NEEDED: Personnel to stringline.

A hole is dug onto baserock to check the thickness.

Baserock Inspection

WHEN: After the baserock is compacted (with passing densities) and before the asphalt is placed.

FREQUENCY: Stringline at every grade stake or as directed by engineer.

MATERIALS NEEDED: Personnel to stringline.

A level is placed on the formwrok of a sidewalk prior to placement of concrete.

Sidewalk/Slab Form Inspection

WHEN: After subgrade is compacted (with passing densities).  After sheeting and reinforcing steel is placed (if required in the documents) and before concrete is placed.  Formwork shall be in final position and not require adjustment.

FREQUENCY: Each new prepared area.

MATERIALS NEEDED: Straightedge.

A pavement roller compactes asphalt pavement.

Pavement Placement Inspection

WHEN: At the start of asphalt placement (after tack coat is down) and during the placement procedure.

FREQUENCY:  At the beginning of new paving operations.

Asphalt pavement can be seen in a newly paved parking lot.

Final Pavement Inspection

WHEN: After the final lift of pavement is placed.

FREQUENCY: At the end of all new areas of pavement.

A smart level is placed on a sidewalk to measure the cross slope.

Final Slab/Sidewalk Inspection

WHEN: After the final placement of concrete and saw cuts are made.

FREQUENCY: At the end of all new areas of concrete.


Drainage and Utilities

Please note that if the Engineer is not contacted for the required inspections (site observations) he may not be in the position to certify the project.

An excavation showing the connection of a drainage pipe to a drainage structure.

Drainage Pipe Joints & Structures Inspection

WHEN: Just prior to trench backfill.

FREQUENCY:  ALL pipe joints and connection to structures shall be exposed and observed prior to backfill.  

MATERIALS NEEDED: Personnel to expose full circumference of the pipe and observe beneath filter fabric wrapping.

A watermain exposed for inspeciton prior to backfilling.

Water/Sewer Pipe Joints Inspection

WHEN: Just prior to trench backfill.

FREQUENCY:  ALL pipe joints shall be exposed and observed prior to backfill.  Pipe restraints shall be installed where required.

MATERIALS NEEDED: Personnel expose full circumference of the pipe.

Other Inspections

Under Construction

Please note that there shall be additional inspections required for municipalities and governmental agencies.

Seacoast Utility Authority Construction Documents Downloads

The following attachments may be useful for Contractors.

Seacoast Utility Authority Shop Drawings (pdf)Download
Seacoast Utility Authority Contractor License Verification Form (pdf)Download
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Jupiter Civil Engineering Company, LLC

5500 Military Trail, Ste 22-215, Jupiter, Florida 33458, United States

(561) 277-6602

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