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Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
Last Updated: 09/22/2026
AirSprayTech Academy Professional Line Striping Certificate Program

AirSprayTech Academy Certificate Program

Professional Line Striping for Contractors

Article 03 of 24

Conducting the Site Survey and Prejob Evaluation

The Site Survey Is Where the Job Really Begins

A site survey is not a quick drive through the parking lot. It is a structured evaluation used to determine what work is required, what conditions may affect the installation, what hazards must be controlled, and what the project will actually cost.

A careful survey helps prevent missed quantities, unsuitable material selection, production delays, adhesion failures, traffic conflicts, accessibility mistakes, unplanned mobilizations, and arguments over pre-existing damage. It gives the contractor facts instead of assumptions.

Prepare Before Visiting the Site

Review the available plans, specifications, photographs, proposal request, prior maintenance records, and customer instructions before arriving. Prepare a list of unanswered questions and bring the tools needed to collect reliable information.

Recommended Survey Equipment

  • Measuring wheel
  • Tape measure and straightedge
  • Digital or laser measuring device
  • Level or digital slope meter
  • Camera or mobile device
  • Site plan or printed aerial image
  • Clipboard, field forms, and marking pens
  • Chalk or temporary marking materials
  • Flashlight for covered or poorly lit areas
  • High-visibility garment
  • Other PPE required by the site

Establish the Project Boundaries

Begin by identifying the exact limits of the project. A property may contain multiple parking areas, drives, loading docks, fire lanes, parking structures, private roads, employee areas, customer areas, warehouse aisles, and adjoining properties.

Mark the project boundaries on a plan or aerial image. Identify surfaces and areas that are excluded. If the customer says, “Stripe everything,” ask the customer to walk the property with you and confirm what “everything” includes.

Record the name and authority of the person who confirms the project limits. Verbal directions given during a survey should later be included in the written proposal or scope.

Identify the Pavement Type

Pavement-marking performance depends heavily on the surface beneath the marking. Divide the property into areas based on pavement type and condition.

Asphalt

Determine whether the asphalt is new, aged, oxidized, recently sealcoated, patched, oil-contaminated, polished, or deteriorated. New asphalt may contain oils that can affect some marking materials. Weak or loose sealcoat can separate from the pavement and take the new marking with it.

Concrete

Look for curing compounds, sealers, densifiers, smooth finishing, laitance, moisture, contamination, tire rubber, spalling, and previous coatings. A surface can appear clean while still containing a treatment that interferes with adhesion.

Existing Coatings and Markings

Identify the apparent material type and condition. Look for peeling, checking, cracking, chalking, poor adhesion, excessive buildup, bleeding, discoloration, and incompatible repairs. New material applied over a poorly bonded marking may fail with the old layer.

Evaluate Surface Condition

Walk the entire work area. Do not evaluate the pavement from a vehicle. Record conditions that could affect preparation, adhesion, appearance, layout, equipment movement, safety, or production.

  • Dirt, dust, sand, gravel, and vegetation
  • Oil, grease, fuel, hydraulic fluid, and chemical spills
  • Standing water, damp areas, and drainage problems
  • Loose or failing sealcoat
  • Cracks, potholes, spalls, patches, and utility cuts
  • Smooth, polished, or contaminated concrete
  • Curing compounds, sealers, or unknown treatments
  • Failing or excessively thick existing markings
  • Tire rubber, chewing gum, and deposited debris
  • Areas repaired with materials different from the surrounding pavement

Photograph each significant condition and show its location on the site plan. Include a measuring device in close-up photographs when the size of a defect matters.

Examine the Existing Layout

Determine whether the project is a direct restripe, a partial redesign, or a completely new layout. Do not assume the existing layout complies with current requirements or the customer’s intended use.

Measure representative stalls, drive aisles, accessible spaces, access aisles, fire lanes, loading areas, crosswalks, and setbacks. Confirm the number of spaces and identify locations where faded or removed markings make the layout uncertain.

Look beyond the paint. Columns, islands, curbs, drains, light poles, wheel stops, signposts, loading docks, cart corrals, dumpster enclosures, gates, and building entrances can affect the layout and the safe movement of vehicles and pedestrians.

Accessible Parking Requires More Than a Symbol

Accessible parking evaluation includes the number and type of spaces, parking-space width, access-aisle width, markings, identification signs, vertical clearance where applicable, slopes, and the connection to an accessible route.

Under the 2010 ADA Standards, parking spaces and access aisles are addressed principally in Sections 208 and 502. Section 502.4 limits slopes in parking spaces and access aisles to 1:48 in all directions, subject to the complete standard and applicable requirements.

State and local accessibility requirements may be more restrictive or contain additional markings and signage requirements. The striping contractor should not promise accessibility compliance based only on paint. Conditions involving slopes, routes, ramps, signs, or design should be referred to the responsible designer, owner, or authority.

Evaluate Traffic and Work-Area Hazards

Observe how the property is actually used. Traffic conditions during a quiet morning survey may be very different during deliveries, shift changes, school arrival, customer peaks, emergency operations, or special events.

Look for Hazards Such As:

  • Moving customer and employee vehicles
  • Delivery trucks and loading operations
  • Forklifts and industrial vehicles
  • Pedestrian crossings and building entrances
  • Blind corners and poor sight distance
  • Slopes that allow equipment to roll
  • Low overhead clearance
  • Poor lighting and nighttime visibility
  • Heat, sun exposure, and limited drinking-water access
  • Nearby ignition sources or restricted areas
  • Public access to wet paint and operating equipment

Use the survey to determine whether the project needs closures, barricades, flaggers, spotters, phased work, off-hour scheduling, additional lighting, or coordination with facility security and management.

Determine Access and Logistics

Production can be lost when a crew arrives and cannot access the work. Determine where vehicles, trailers, paint, fuel, stencils, barricades, and waste will be staged. Confirm gate dimensions, entry procedures, security requirements, parking restrictions, and work-hour limitations.

Identify restrooms, water, lighting, electrical service when required, equipment-fueling areas, emergency exits, and spill-response resources. Ask whether the crew must attend an orientation, provide identification, obtain permits, or comply with facility-specific safety rules.

Determine who will remove vehicles, shopping carts, pallets, dumpsters, and other obstructions. State that responsibility in the proposal. Waiting for an area to be cleared is real project time and should not be treated as free labor.

Study Drainage and Environmental Conditions

Locate low areas, drains, gutters, irrigation zones, roof discharge, shaded areas, and places where water remains after rain. Persistent moisture can delay the work, interfere with adhesion, extend drying time, or cause early failure.

Consider the time of day. A dry surface during the afternoon may be wet from irrigation or condensation the following morning. A shaded surface may remain colder and wetter than surrounding pavement.

Identify sensitive areas where dust, cleaning residue, paint, solvent, removed marking debris, or wash water could enter a drain or leave the property. Plan containment, cleanup, and waste handling before work begins.

Count and Measure the Work

Separate the survey into measurable categories. Record lineal feet, line width, color, number of coats when specified, symbols, arrows, letters, numbers, curbs, removal areas, and special markings.

Do not count every marking as though it requires the same labor. Stencils, crosshatching, curbs, wheel-stop areas, irregular layouts, confined spaces, color changes, and handwork can be much slower than uninterrupted straight lines.

Record quantities in a form that another estimator or project manager can understand and verify. The survey notes should remain useful after the original estimator is no longer present.

Prejob Survey Checklist

  1. Confirm the customer and project location.
  2. Identify the project boundaries.
  3. Verify the current plans and intended layout.
  4. Identify pavement types and surface treatments.
  5. Document contamination and pavement deterioration.
  6. Evaluate existing marking condition and compatibility.
  7. Measure representative layout dimensions.
  8. Evaluate accessible parking conditions.
  9. Identify vehicle, pedestrian, and equipment hazards.
  10. Determine traffic-control and closure requirements.
  11. Confirm access, staging, storage, and work hours.
  12. Identify drainage and environmental concerns.
  13. Measure and categorize the work.
  14. Photograph existing conditions and project limits.
  15. List questions requiring written clarification.
  16. Obtain customer confirmation of the agreed scope.

Turn the Survey into a Workable Plan

After leaving the site, organize the measurements, photographs, drawings, and notes while the visit is still fresh. Identify conditions that affect price, schedule, safety, equipment, material selection, or warranty.

A good site survey should support the estimate, proposal, job hazard planning, crew instructions, material order, equipment list, traffic control, production schedule, inspection plan, and final project record. When the survey performs all of those functions, it becomes one of the contractor’s most valuable business tools.

Technical References

Professional responsibility: A contractor’s site survey does not replace professional design, engineering, accessibility review, traffic engineering, or decisions by the authority having jurisdiction. Document uncertain conditions and obtain written direction before pricing or performing affected work.

Copyright © 2026 Azimuth Spray Systems, LLC. All Rights Reserved.

No part of this material may be reproduced, distributed, transmitted, stored, or used in any form without prior written permission from Azimuth Spray Systems, LLC, except for brief quotations used with proper attribution.

AirSprayTech.com — The Finishing Authority®



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 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Roof Coatings Certificate of Completion Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth