Wilbur_Cross_High_School_Tennis_and_Pickleball_Replacement_8.2025.pdf

Wilbur Cross High School Tennis and

Pickleball Courts Replacement

Special Provisions

City of New Haven

August 2025

Table of Contents

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR

SECTION 116800 - PLAY FIELD EQUIPMENT AND STRUCTURES

SECTION 321216 - ASPHALT PAVING

SECTION 323113 - CHAIN LINK FENCES AND GATES

APPENDIX A – CALIFORNIA SPORTS COATING SYSTEM

NOTICE TO CONTRACTOR

Basis of design for the resurfacing of the tennis and pickleball courts is per the included

California Sports Surfaces specifications. Substitutions may be allowed per the determination and sole discretion of the City of New Haven. Substitutions to this system must be submitted through the OpenGov solicitation portal seven (7) business days prior to the scheduled solicitation submission deadline.

Project Timeline: The project shall be performed in the fall season of 2025. Construction schedule shall be provided by the contractor to the engineer. All construction activities shall be performed when the weather and temperatures are suitable per the manufacturer’s instructions, the DOT Form 819, and the Engineer.

Facility use: the site is an active and public area. Other than the work area of the tennis and pickleball courts, all access must be maintained throughout the course of construction.

The parking lot may be partially taken as a lay down area for material, supplies, and equipment provided the contractor fences in the area to the satisfaction of the engineer. All work must be kept clean and neat. Any construction activities must follow all federal, state, and local rules and regulations.

SECTION 116800 - PLAY FIELD EQUIPMENT AND STRUCTURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes sports nets and recreational equipment as follows:

1. Tennis/Pickleball post and net system.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

1.4 PERFORMANCE REQUIREMENTS

A. Pickleball nets and posts shall conform to the requirements of the USA Pickleball

Association (USAPA) Official Rulebook.

B. Tennis nets and posts shall conform to the requirements of the Intercollegiate Tennis

Association (ITA) Rules of Tennis for doubles.

1.5 MATERIALS

A. All posts shall be constructed of minimum 7 ga. steel with polyester or PVC powder coated finish.

B. All nets shall be constructed of durable, weather-resistant materials.

1.6 CAST-IN-PLACE CONCRETE

A. Concrete Materials and Properties: Comply with requirements in ACI 301 for normal-weight concrete with minimum 28-day compressive strength of 3000 psi (20.7 MPa), 3-inch (76-mm) slump, and 1-inch- (25-mm-) maximum-size aggregate.

PART 3 - EXECUTION

1.7 3.1 PREPARATION

A. Clean surfaces thoroughly prior to installation. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

1.8 3.2 INSTALLATION

A. Install in accordance with manufacturer's instructions, approved submittals and in proper relationship with adjacent construction. Examine and test for proper operation and performance.

Adjust until satisfactory results are obtained.

1.9 3.3 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Final Completion.

END OF SECTION 116500

SECTION 321216 - ASPHALT PAVING

PART 2 - GENERAL

1.10 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.11 SUMMARY

A. Section Includes:

1. Asphalt paving.

2. Paving geotextile.

3. Color surfacing.

1.12 ACTION SUBMITTALS

A. Product Data: Include technical data and tested physical and performance properties.

1. Paving geotextile.

2. Color coating.

B. Hot-Mix Asphalt Designs:

1. For each hot-mix asphalt design proposed for the Work.

1.13 INFORMATIONAL SUBMITTALS

A. Qualification Data: For paving-mix manufacturer.

B. Material certificate confirming Compacted Granular Fill complies with sieve requirements.

1.14 QUALITY ASSURANCE

A. Manufacturer Qualifications: A paving-mix manufacturer registered with and approved by the Connecticut Department of Transportation (CTDOT).

B. Regulatory Requirements: Comply with materials, workmanship, environmental conditions, and other applicable requirements of the CTDOT Form 818 for asphalt paving work.

1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.

PART 3 -PRODUCTS

1.15 ASPHALT

A. Products used in asphalt mix shall conform with S0.375 CTDOT Form 819.

1.16 GEOTEXTILE FABRIC

A. AASHTO M 288 paving fabric; woven polypropylene; resistant to chemical attack, rot, and mildew; and specifically designed for paving applications.

1.17 COLOR COATING

A. See California sports surfaces specifications and drawing details for color coating system.

Appendix A of these specifications.

PART 4 -EXECUTION

1.18 EXAMINATION

A. Verify site conditions with the Engineering.

1.19 PREPARATION

A. Protection: Provide protective materials, procedures, and worker training to prevent asphalt materials from spilling, coating, or building up on curbs, driveway aprons, manholes, and other surfaces adjacent to the Work.

1.20 PATCHING

A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches (300

mm) into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound-aggregate base course to form new subgrade.

B. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.05 to 0.15 gal./sq. yd. (0.2 to 0.7 L/sq. m).

1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

C. Placing Single-Course Patch Material: Fill excavated pavement areas with hot-mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface.

1.21 INSTALLATION OF PAVING GEOTEXTILE

A. Apply tack coat uniformly to cover first lift of asphalt at a rate of 0.20 to 0.30 gal./sq. yd.

(0.8 to 1.2 L/sq. m).

B. Place paving geotextile promptly in accordance with manufacturer's written instructions.

Broom or roll geotextile smooth and free of wrinkles and folds. Overlap longitudinal joints 4 inches (100 mm) and transverse joints 6 inches (150 mm).

C. Protect paving geotextile from traffic and other damage, and place hot-mix asphalt overlay the same day.

1.22 PLACEMENT

A. Placement shall be in accordance with CTDOT form 819 section 4.06.

1.23 SURFACE TREATMENTS

A. Color coating shall be in accordance with manufacturer recommendations.

END OF SECTION 321216

SECTION 323113 - CHAIN LINK FENCES AND GATES

PART 1 - GENERAL

1.24 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.25 SUMMARY

A. Section Includes:

1. Chain-link fences.

2. Swing gates.

1.26 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following:

a. Fence and gate posts, rails, and fittings.

b. Chain-link fabric, reinforcements, and attachments.

c. Gates and hardware.

1.27 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each type of chain-link fence and gate.

1.28 FIELD CONDITIONS

A. Field Measurements: Verify layout information for chain-link fences and gates shown on

Drawings in relation to property survey and existing structures. Verify dimensions by field measurements.

PART 2 - PRODUCTS

1.29 CHAIN-LINK FENCE FABRIC

A. General: Provide fabric in one-piece heights measured between top and bottom of outer edge of selvage knuckle or twist according to "CLFMI Product Manual".

B. Fabric Height: As indicated on Drawings.

C. Steel Wire for Fabric: 9 gauge.

D. Mesh Size: 1-3/4 inches.

E. Polymer-Coated Fabric: ASTM F668, Class 2a.

F. Color: Black.

1.30 FENCE FRAMEWORK

A. Posts and Rails: ASTM F1043 for framework, including rails, braces, and line; terminal;

and corner posts. Provide members with minimum dimensions and wall thickness according to ASTM F1043[ or ASTM F1083] based on the following:

B. Fence Height: As indicated on Drawings.

C. Post Size

1. For 10’ high fence: 3.5” diameter round post

2. For 6’ high fence: 2 3/8” diameter round post

3. For 4’ high fence: 1 7/8” diameter round post

D. Horizontal Framework Members: Top and bottom rails according to ASTM F1043.

1.31 SWING GATES

A. General: ASTM F900 for gate posts and swing gates.

1. Gate Leaf Width: 36 inches.

2. Framework Member Sizes and Strength: Based on gate fabric height 72 inches.

B. Pipe and Tubing:

1. Black vinyl rubber coated

2. Zinc-Coated Steel: ASTM F1043 and ASTM F1083

3. Aluminum: ASTM B429/B429M

4. Gate Posts, Frames, and Bracing: Round tubular steel or aluminum per ASTM

F900.

C. Frame Corner Construction: Welded or assembled with corner fittings.

D. Hardware:

1. Hinges: 180-degree outward or 360-degree inward and outward swing.

2. Latch: Permitting operation from both sides of gate.

1.32 FITTINGS

A. Provide fittings according to ASTM F626.

1.33 GROUT AND ANCHORING CEMENT

A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107/C1107M. Provide grout, recommended in writing by manufacturer, for exterior applications.

B. Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydraulic-controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating, and that is recommended in writing by manufacturer for exterior applications.

PART 3 - EXECUTION

1.34 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for all conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

1.35 PREPARATION

A. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 500 feet (152 m) or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, and property monuments.

1.36 CHAIN-LINK FENCE INSTALLATION

A. Install chain-link fencing according to ASTM F567.

B. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in firm, undisturbed soil.

C. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.

1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices.

2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter.

a. Concealed Concrete: Place top of concrete below grade as indicated on

Drawings to allow covering with surface material.

D. Post Spacing: all posts to be set at 10’ on center.

E. Top Rail: Install according to ASTM F567, maintaining plumb position and alignment of fence posts. Run rail continuously through line post caps, bending to radius for curved runs and terminating into rail end attached to posts or post caps fabricated to receive rail at terminal posts. Provide expansion couplings as recommended in writing by fencing manufacturer.

F. Chain-Link Fabric: Apply fabric to inside of enclosing framework. Pull fabric taut and tie to posts, rails, and tension wires. Anchor to framework so fabric remains under tension after pulling force is released.

G. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts, with tension bands spaced not more than 15 inches (380 mm) o.c.

H. Tie Wires: Use wire of proper length to firmly secure fabric to line posts and rails. Attach wire at one end to chain-link fabric, wrap wire around post a minimum of 180 degrees, and attach other end to chain-link fabric according to ASTM F626. Bend ends of wire to minimize hazard to individuals and clothing.

1. Maximum Spacing: Tie fabric to line posts at 12 inches (300 mm) o.c. and to braces at 24 inches (610 mm) o.c.

1.37 GATE INSTALLATION

A. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach fabric as for fencing. Attach hardware using tamper-resistant or concealed means. Install ground-set items in concrete for anchorage.

Adjust hardware for smooth operation.

1.38 ADJUSTING

A. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches engage accurately and securely without forcing or binding.

B. Lubricate hardware and other moving parts.

END OF SECTION 323113

APPENDIX A – CALIFORNIA SPORTS COATING SYSTEM

PAGE 1 – REVISED 1.23.21

COURT PATCH BINDER

DESCRIPTION

California Court Patch Binder is a high strength acrylic latex bonding liquid specifically designed for field mixing with Portland cement and silica sand to patch new or existing asphalt and Portland cement concrete recreational surfaces. The resulting patch is hard, tough and durable.

SURFACE USE

Court Patch Binder Mix is intended for patching voids and depressions from 1/8” to 1-1/2” (0.32cm-3.81cm) deep over asphalt or concrete substrates. Do not install Court Patch Binder mix in lifts greater than 3/4”(1.91cm). CPB is not a topcoat; it is intended to be used with other California Sports Surfaces systems.

SURFACE PREPARATION

Surface must meet or exceed the American Sports Builders Association (ASBA) applicable Guidelines. Upgrading and recoating previously colored surfaces requires the surface and base construction to be in sound condition and in compliance with the applicable ASBA Guidelines.

New hot-mix asphalt surfaces must be allowed 14 days minimum cure time prior to application of Court Patch Binder. For new Portland cement concrete surfaces, a minimum of 28 days cure time is required. The surface on which Court Patch Binder is to be applied must be smooth, free of dirt, loose or flaking paint, oily materials or chemical residues, vegetation of any sort and any other debris or foreign matter that may prevent the proper product adhesion.

MIXING INSTRUCTIONS

Only the primer coat is diluted, not the Court Patch Binder. Each lift must be allowed to dry between applications.

Court Patch Binder

Dry Silica Sand

60-80 mesh

Portland Cement (Type1)

Mix

3 gallons (11.4L) 100 lbs. (45kg) 1-2 gallons (3.8-7.6L) Premix sand and Portland cement before adding Court Patch Binder

Mix should not sit more than 15 minutes prior to application.

Mechanical drill mixer is recommended.

Periodic mixing should take place as job progresses to ensure consistent application.

APPLICATION

Prior to the application of surfacing materials, the entire surface shall be flooded with water and allowed to drain.

Any depressions that holds at least 1/8” (3mm) puddle after one hour should be marked with chalk, not crayon or a grease pencil. These areas must then be allowed to dry thoroughly. Once dried, a patch must be applied to the marked areas.

Court Patch Binder is best installed with a trowel or straight edge. The area to be patched should first be primed with a diluted coat of Court Patch Binder. (Do not dilute more than 2 parts water to 1 part CPB.) The area should be brushed, broomed or rolled over the entire area, and allowed to dry at least 1 hour. Pour the Court Patch Binder mix over the area to be patched and trowel into place. Edges of the patch should be “feathered” so as not to leave a ridge of material around the patch. Ridges should be removed with a scraper prior to a thorough cure. Once cured, an additional coat of diluted Court Patch Binder may be applied, as necessary, and allowed to dry. Allow to dry thoroughly before coating with the acrylic surface systems.

PAGE 2 – REVISED 1.23.21

Estimated cure time: 24 hours Minimum ambient, surface & product installation temperature: 60° and rising Note:

Low temperatures or high humidity will increase drying time drastically.

COVERAGE

Based on size, depth and texture of area to be patched.

CAUTION

Contains Phosphoric Acid and Zinc Chloride. Avoid contact with eyes and prolonged contact with skin. In case of contact, immediately flush skin or eyes with plenty of clean water for at least 15 minutes. Get medical attention for eyes.

LIMITATIONS

Apply only when ambient surface and air temperature are a minimum 50°F (10°C) and rising.

Do not apply when rain or high humidity is imminent.

The surface should be sound, free of cracks and deterioration.

The surface should be clean of all contaminants.

Court Patch Binder will not prevent cracks from occurring or reoccurring.

Keep from freezing.

Do not store in the direct sunlight.

Once opened, entire contents should be used.

Shaded and Indoor areas will dry more slowly.

Court Patch Binder is considered semi-permeable and is NOT a waterproofing material.

Will not prevent metal or organic staining if there are contaminants in the subsurface.

PAGE 1 – REVISED 4.23.20

Acrylic Resurfacer

DESCRIPTION:

Acrylic Resurfacer is a concentrated 100% acrylic latex binder designed for field mixing with silica sand and is to be applied to recreational surfaces constructed of hot-mix asphalt or Portland cement concrete. Acrylic Resurfacer is intended for preparing new asphalt or concrete surfaces as well as existing acrylic surfaces for color coating.

APPLICATION:

50-70 durometer rubber squeegee

DRYING TIME:

Approximately 2 hours for each coat Ready for foot traffic 24 hours after finish coat is dry.

COLOR RANGE:

Black (4200) or Neutral (4205)

APPLICATION SPECIFICATIONS

Acrylic Resurfacer can be applied over new or existing asphalt or concrete surfaces that have a sound base of adequate thickness and stability. Existing surfaces should have good drainage and free from cracks and depressions.

SURFACE PREPARATION

Allow new asphalt to cure a minimum of 14 days and new concrete to cure for a minimum of 28 days. Do not allow the use of curing agents. Concrete surface must have at least a medium-broom finish profile and new concrete must be acid-etched with either phosphoric or muriatic acid before application of Acrylic Resurfacer.

The entire surface must be free of dirt and debris. Pressure washing may be needed.

For athletic courts, it is recommended that any low spots or depressions be patched and leveled prior to the application of surfacing materials.

MIXING

In order to provide a uniform, textured surface for the color system, Acrylic Resurfacer shall be applied to obtain a coverage rate of .05-.07 gallons per square yard (.16-.22 liters per square meter) per coat, prior to any dilution. On new or rough asphalt, a second coat may be necessary. No application shall be covered by a succeeding application until thoroughly cured. Dilution with water and sand is required utilizing the following mix ratio:

Acrylic Resurfacer

Sand 40-60 mesh

Mix Clean, potable Water

Mix

18 gallons 225-250 5 minutes or until uniform

8-12 gals 5 mins or until uniform

Mix should not sit more than 20 minutes prior to application.

Cure time is approximately 2-4 hours under ideal conditions.

Liquid Yield 37-46 gallons (141-177L)

Application methods:

• Use a 50-70 durometer rubber squeegee to level material across the court.

• After initial pour, acrylics should not be poured onto dry surface. Pour additional materials into existing

PAGE 2 – REVISED 4.23.20

wet windrow.

• Care should be taken not to leave ridges where adjoining applications overlap.

• Under hot conditions, application is improved by keeping surface damp with a fine mist water spray. Do not allow water to puddle.

LIMITATIONS:

Apply only when ambient surface and air temperature are a minimum 50°F (10°C) and rising.

Do not apply when rain or high humidity is imminent.

The surface should be sound, free of cracks and deterioration.

The surface should be clean of all contaminants.

Acrylic Resurfacer will not prevent cracks from occurring or reoccurring.

Keep from freezing.

Do not store in the direct sunlight.

Once opened, entire contents should be used.

Shaded and Indoor areas will dry more slowly.

Acrylic Resurfacer is considered semi-permeable and is NOT a waterproofing material.

Will not prevent metal or organic staining if there are contaminants in the subsurface.

PAGE 1 – REVISED 2.21.22

WIPE-OUT STAIN BLOCKER

Wipe-Out Stain Blocker is a concentrated acrylic latex stain blocking primer that provides exceptional adhesion and stain blocking properties as a preparation for the installation of athletic surfaces. Wipe-Out is intended to impede the migration of most bleeding stains on new asphalt or concrete surfaces, as well as existing acrylic surfaces.

APPLICATION:

50-70 durometer rubber squeegee

DRYING TIME:

Approximately 2 hours for each coat

COLOR RANGE:

Black (4203)

APPLICATION SPECIFICATIONS

Wipe-Out Stain Blocker can be applied over new or existing asphalt or concrete surfaces that have a sound base of adequate thickness and stability. Existing surfaces should have good drainage and be free from cracks and depressions.

SURFACE PREPARATION

Allow new asphalt to cure a minimum of 14 days and new concrete to cure for a minimum of 28 days.

Do not allow the use of curing agents. Concrete surface must have at least a medium-broom finish profile and new concrete must be acid-etched with either phosphoric or muriatic acid and Ti-Coat epoxy before the application of Acrylic Resurfacer.

The entire surface must be free of dirt and debris. Pressure washing may be needed.

It is recommended that any low spots or depressions be patched and leveled prior to the application of surfacing materials.

Wipe-out Stain Blocker is not intended to replace any coats within a specified system. For new surfaces, a filling coat of CSS Acrylic Resurfacer is necessary to give you a uniform surface before the Wipe-Out Stain Blocker. If surface texture necessitates a 2nd coat of Acrylic Resurfacer, then both coats should still be applied before proceeding with the Wipe-Out.

MIXING

Wipe-Out Stain Blocker is ready to use from the drum. Some light mixing may be necessary, but do not dilute and do not add sand. Wipe-Out Stain Blocker shall be applied to obtain a coverage rate of 0.04-

0.06 gallons per square yard (0.18-0.2 liters per square meter) per coat. In extreme cases, a second coat may be necessary. No application shall be covered by a succeeding application until thoroughly cured.

Application methods:

• Use a 50-70 durometer rubber squeegee to level material across the court.

PAGE 2 – REVISED 2.21.22

• After initial pour, acrylics should not be poured onto dry surface. Pour additional materials into existing wet windrow.

• Care should be taken not to leave ridges where adjoining applications overlap.

• Under hot conditions, application is improved by keeping surface damp with a fine mist water spray. Do not allow water to puddle.

LIMITATIONS:

Apply only when ambient surface and air temperature are a minimum 50°F (10°C) and rising.

Do not apply when rain or high humidity is imminent.

The surface should be sound, free of cracks and deterioration.

The surface should be clean of all contaminants.

Wipe-Out Stain Blocker will not prevent cracks from occurring or reoccurring.

Keep from freezing.

Do not store in the direct sunlight.

Once opened, entire contents should be used.

Shaded and Indoor areas will dry more slowly.

Wipe-Out Stain Blocker is intended to mitigate stain migration, but it is NOT a waterproofing material.

PAGE 1 – REVISED 3.21.23

Fortified Plexipave Ultra Performance Color System

Fortified Plexipave Ultra Performance is a sand-filled acrylic color designed as a durable finish for tennis courts and other recreational surfaces. With its filler properties, Fortified Plexipave provides a durable, uniformly textured, tennis surface. Ultra Performance provides enhanced UV stability, abrasion resistance, flexibility, and in select colors solar reflectance.

The Fortified Plexipave color finishing system should be used on properly prepared asphalt and concrete surfaces.

Outdoor concrete surfaces must be constructed with a vapor barrier under the slab and have adequate perimeter drainage. We recommend that Acrylic Resurfacer be applied prior to the application of any Fortified Plexipave.

SURFACE USES:

• Basketball Courts • Multipurpose courts • Pickleball Courts • Tennis Courts • Netball Courts • Pedestrian walkways • Median strips • Medium traffic pavements • Plazas • Airport Aprons • Parking Lots • Bike Path • Spray

Parks

WEATHER LIMITATIONS

No part of the installation shall be conducted during rainfall, or when rainfall is imminent. The air and surface temperature must be a minimum of 50°F (10°C) and rising. Do not apply when surface temperature is above 140°F

(60°C).

APPLICATION:

• Rubber-faced squeegee. 50-70 durometer, depending on surface porosity.

DRYING TIME:

• Approximately 1-2 hours for each coat

• Ready for foot traffic 24 hours after final coat is dry.

COLOR RANGE:

Fortified Plexipave Ultra Performance is available in standard colors and select Legacy colors– see color chart for more information. Custom colors available upon request, but minimum quantities may apply.

COVERAGE:

Depending on surface and porosity, you should expect an application rate of .05-.07gal/yd2 (.16-.22 L/m2), per coat, with a minimum of two coats. An optional 3rd coat will provide added longevity and durability.

MIX:

The material shall be mixed one (1) part water to four (4) parts Fortified Plexipave. Mix may be adjusted depending ambient temperature at the time of application, but care should be taken not to overdilute.

APPLICATION SPECIFICATIONS

This specification covers the application of a colored surface texture for new or existing asphalt or concrete surfaces that have a sound, well-drained base of adequate thickness and stability. Existing surfaces should be properly sloped for good drainage and free from cracks. Exterior surfaces should have a slope of at least 1%. The process consists of the repair of any minor depressions and a uniform application of Acrylic Resurfacer followed by applications of the Fortified Plexipave Ultra Performance color system.

PAGE 2 – REVISED 3.21.23

PACKAGING SIZE

Available in 55-gallon steel drums (770 lbs or 350kg) or 30 gallon plastic drums (410 lbs or 186kg). Exact weights may vary by color.

LIMITATIONS

Will not prevent surface or structural cracks from occurring or reoccurring

Will not prevent metal or organic staining if there are contaminants in the subsurface.

Do not allow product to freeze.

Do not store in direct sunlight.

Indoor applications will require a minimum constant temperature of 70°F (21°C) and proper air ventilation.

Fortified Plexipave is NOT a waterproofing material.