2026-MPW-162-DIV_32.pdf

SECTION 321123

AGGREGATE BASE COURSES

PIERCE COUNTY

ANNEX EVSE SERVICE 321123 - 1 CD SET

PART 1 GENERAL

1.01 DESCRIPTION OF WORK

A. Work includes aggregates used as subbase for pavement and curbs and gutters.

1.02 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section.

B. The following Section(s) relate to this section:

1. Section 033000 CAST-IN-PLACE CONCRETE

2. Section 312333 TRENCHING AND BACKFILLING

3. Section 321216 ASPHALT PAVING

1.03 STANDARD SPECIFICATIONS

A. All work to be performed and materials to be used shall be in accordance with the current Standard Specifications for Road, Bridge, and Municipal Construction and the current Standard Plans, as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein.

B. Contractor shall have one (1) copy of the current WSDOT Standard Specifications and all amendments therein, and applicable WSDOT Standard Plans at job site.

C. Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. Legal/contractual relationship sections and the measurement and payment sections do not apply to this document.

1.04 QUALITY ASSURANCE

A. Conduct pre-construction conference on site prior to beginning earthwork.

B. Material Test Reports: The Contractor shall submit a gradation summary for each proposed aggregate product to the Engineer at least one (1) week prior to anticipated use. Gradation shall be tested according to ASTM D6913 Standard Test Methods for Particle-Size Distribution of Soils using Sieve Analysis.

PART 2 PRODUCTS

2.01 CRUSHED SURFACING TOP COURSE

A. Crushed surfacing base course shall meet the requirements for “Top Course” in WSDOT Section 9-03.9(3). Suitable material shall be imported well-graded granular material free of organics and debris. Material shall be capable of being compacted as specified under the weather conditions prevailing at the time of construction.

2.02 CRUSHED SURFACING BASE COURSE

A. Crushed surfacing top course shall meet the requirements for “Base Course” in WSDOT Section 9-03.9(3). Suitable material shall be imported well-graded granular material free of organics and debris. Material shall be capable of being compacted as specified under the weather conditions prevailing at the time of construction.

SECTION 321123

AGGREGATE BASE COURSES

ANNEX EVSE SERVICE 321123 - 2 CD SET

PART 3 EXECUTION

5.01 CRUSHED SURFACING TOP COURSE

A. Crushed surfacing top course shall be placed and compacted in conformance with WSDOT Section 4-04.3.

5.02 CRUSHED SURFACING BASE COURSE

A. Crushed surfacing base course shall be placed and compacted in compliance with WSDOT Section 4-04.3

END OF SECTION 321123

SECTION 321216

ASPHALT PAVING

ANNEX EVSE SERVICE 321216 - 1 CD SET

A. Work includes:

1. Hot-mix asphalt paving

2. Tack coat

3. Joint sealing

4. Overlay

1.02 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including Division 01 Specification Sections, apply to this section.

B. The following Section(s) relate to this section:

1. Section 312333 TRENCHING AND BACKFILLING

2. Section 312500 EROSION AND SEDIMENT CONTROLS

3. Section 321123 AGGREGATE BASE COURSES

1.03 STANDARD SPECIFICATIONS

A. All work to be performed and materials to be used shall be in accordance with the current Standard Specifications for Road, Bridge, and Municipal Construction and the current Standard Plans, as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein.

B. Contractor shall have one (1) copy of the current WSDOT Standard Specifications and all amendments therein, and applicable WSDOT Standard Plans at job site.

C. Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. Legal/contractual relationship sections and the measurement and payment sections do not apply to this document.

1.04 PERFORMANCE REQUIREMENTS

A. Standards: Comply with applicable provisions of the current Standard Specifications for Road, Bridge, and Municipal Construction.

B. Weather Limitations: Conform to requirements of Section 5-04.3(1) of WSDOT/APWA Standard Specifications for Weather Limitations.

C. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for construction activities. Utilize flagmen, barricades, warning signs and warning lights as required.

D. Layout: Have layout of work under this section by Washington State Licensed Land Surveyor who is acceptable to Architect/Engineer. If discrepancies are found by surveyor between Drawings and actual conditions at site, Architect/Engineer reserves the right to make such minor adjustments in work specified as necessary to accomplish intent of Contract Documents without increased cost to Owner.

E. Grade Control: Establish and maintain required lines and elevations.

F. Prework Meeting: The Contractor shall schedule and coordinate a preconstruction meeting with the Owner prior to commencing any project work. Comply with inspection requirements.

1.05 SUBMITTALS

A. Submit the following for review and approval prior to placement.

1. Product data for each proposed product.

ANNEX EVSE SERVICE 321216 - 2 CD SET

2. Mix design for asphalt paving.

1.06 QUALITY ASSURANCE

A. Asphalt Paving Regulatory Requirements: Comply with WSDOT Section 5-04, HMA Class ½-inch PG 58H-22 asphalt for asphalt paving work.

B. Warranty:

1. Time Period: One year after project final completion.

2. Note that work correction is to include aggregate separation, soft spots, and excess porosity.

3. Repair cracks; repair unsatisfactory elevation irregularities immediately upon notification;

replace any paving not draining properly.

4. Pavement Repair: One year after the date of project final completion, the Owner, the

Architect, and the Contractor shall walk the site to identify areas of asphalt pavement cracking, raveling or other types of pavement failure. The Contractor shall repair the identified areas of failure in a method to prevent continued failure.

1.07 QUALIFICATIONS

A. Manufacturer Qualifications: Manufacturer shall be a paving-mix manufacturer registered with and approved by WSDOT.

PART 2 PRODUCTS

2.01 HOT MIX ASPHALT

A. Hot mix asphalt shall be Class 1/2-inch (PG 58H-22) with materials conforming to section 5-04.2 of the WSDOT standard specifications.

2.02 TACK COAT

A. Tack coat shall conform to WSDOT Section 5-04.3(4) Preparation of Existing Paved Surfaces.

2.03 JOINT SEALANT

A. Joint Sealant shall be a hot poured joint sealant conforming to section 9-04.2(1) of the WSDOT standard specifications.

2.04 AGGREGATE MATERIALS

A. Aggregates for hot mix asphalt shall conform to WSDOT Section 9-03.8 and Specification Section 31 1123 Aggregate Base Courses.

PART 3 EXECUTION

3.01 PAVEMENT REMOVAL

A. Removal of existing asphalt pavement shall conform to Section 2-02.3(3) of the WSDOT standard specifications and the approved plans.

3.02 SUBGRADE VERIFICATION

A. Sawcut perimeter of pavement removal area. Excavate rectangular or trapezoidal patches, extending 12 inches beyond trench face into adjacent sound pavement, unless otherwise indicated. Cut excavated faces vertically. Remove excavated material. Re-compact existing unbound-aggregate base course or subgrade to 95% of maximum density per ASTM D-1557.

ANNEX EVSE SERVICE 321216 - 3 CD SET

B. Aggregate Top Course: Install and compact aggregate top course in accordance with Section 4- 04 of the WSDOT standard specifications and the details shown in the plans.

C. Hot Mix Asphalt Patching: Fill excavated pavement area with hot-mix asphalt and compact flush with existing surface in accordance with the details shown in the plans.

D. Asphalt Pavement Crack Sealant: Shall conform to the requirements of WSDOT Section 5- 03.3(3).

3.03 HOT MIX ASPHALT

A. Installation of hot mix asphalt shall be in accordance with Section 5-04 of the WSDOT standard specifications.

3.04 TACK COAT

A. Tack coat installation shall conform to WSDOT Section 5-04.3(4) Preparation Of Existing Surfaces.

3.05 JOINT SEALANT

A. Treat asphalt pavement joints with joint sealant as noted on the Plans. Joint sealant placement shall conform to WSDOT Section 5-04.3(4)A Crack Sealing.

3.06 FIELD QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.

Contractor shall coordinate work with Owner’s testing agency. Testing shall include at a minimum:

1. Verification of maximum relative density for subgrade and asphalt.

B. Additional testing and inspection work to correct or repair unsatisfactory work will be at the expense of the Contractor.

C. Contractor shall remove and replace or install additional hot mix asphalt, at the Contractor’s expense, where test results or measurements indicate that it does not comply with specified requirements.

END OF SECTION 321216

SECTION 321723

PAVEMENT MARKINGS

ANNEX EVSE SERVICE 321723 - 1 CD SET

A. Work includes furnishing and installing pavement markings upon the asphalt roadway and parking surfaces in accordance with the plans, the WSDOT Standard Plans, these Specifications and at locations shown on the Plans.

1.02 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section.

B. The following section(s) relate to this section:

1. Section 32 1216 - ASPHALT PAVING

1.03 STANDARD SPECIFICATIONS

A. All work to be performed and materials to be used shall be in accordance with the current edition of the Standard Specifications for Road, Bridge, and Municipal Construction, and the current edition of the Standard Plans as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein.

B. Contractor shall have one (1) copy of the current edition of the Standard Specifications and all amendments therein, and applicable WSDOT Standard Plans at job site.

C. Standard Specifications apply only to performance and materials and how they are to be incorporated into the work

1.04 SUBMITTALS

A. Contractor shall submit manufacturer’s material data sheets to the Engineer, at least one (1) week prior to anticipated use.

B. Product Data: Submit manufacturer’s product data, installation instructions, standard drawings, and catalog cuts for the following:

1. Painted Pavement Marking Products.

PART 2 PRODUCTS

2.01 PAINT

A. Painted pavement markings shall conform to the WSDOT Standard Specifications per section:

1. 9-34.1 General

2. 9-34.2 Paint

2.02 PAINT COLOR

A. All pavement marking colors shall be as indicated on the plans. In general, pavement markings shall be white except:

1. Electric Vehicle (EV) charging stalls and lettering shall be bright green.

PART 3 EXECUTION

3.01 PRELIMINARY SPOTTING

SECTION 321723

PAVEMENT MARKINGS

ANNEX EVSE SERVICE 321723 - 2 CD SET

A. Prior to paint marking installation, preliminary spotting shall be completed in accordance with WSDOT Section 8-22.3(1) Preliminary Spotting.

3.02 SURFACE PREPARATION

A. All surfaces shall be prepared in accordance with WSDOT Section 8-22.3(2) Preparation Of Roadway Surfaces prior to application of pavement marking.

3.03 TOLERANCES FOR LINES

A. Allowable tolerances for lines are as follows:

1. Length of Line – The longitudinal accumulative error within a 40-foot length of broken line shall not exceed plus or minus 1 inch. The broken line segment shall not be less than 10 feet.

2. Width of Line – The width of the line shall not be less than the specified line width or greater than the specified line width plus ¼ inch.

3. Lane Width – The lane width, which is defined as the lateral width from the edge of pavement to the center of the lane line or between the centers of successive lane lines, shall not vary from the widths shown in the Contract by more than plus or minus 4 inches.

4. Thickness – A thickness tolerance not exceeding plus 10 percent will be allowed for thickness or yield in paint and plastic material application.

5. Parallel Lines – The gap tolerance between parallel lines is plus or minus ½ inch.

3.04 INSTALLATION OF PAVEMENT MARKINGS

A. Apply pavement marking materials to clean, dry pavement surfaces and according to the following:

1. Place material according to the material manufacturer’s recommendations.

2. The top of pavement markings shall be smooth and flat.

3. Line ends shall be square and clean.

4. Place pavement marking lines parallel and true to line.

5. Place pavement markings in proper alignment with exiting markings.

B. Two applications of paint will be required to complete all painted pavement markings. The second application of paint shall be squarely on top of the first pass. The time period between paint applications shall meet the requirements of WSDOT Section 8-22.3(3) E Installation.

C. All pavement markings shall utilize a stencil.

3.05 APPLICATION THICKNESS

A. Pavement markings shall be applied to thicknesses meeting the requirements of WSDOT Section 8-22.3(3)F Application Thickness.

3.06 FIELD TESTING

A. Field performance evaluation shall be performed in accordance with WSDOT Section 9-34.7 Field Testing.

END OF SECTION 32 1723

SECTION 323100

FENCES AND GATES

ANNEX EVSE SERVICE 323100 - 1 CD SET

A. Work included:

1. The contractor shall provide all labor, materials and appurtenances necessary for installation of the steel corrugated pale security fence system defined herein at Pierce County Annex.

2. The contractor shall provide all labor, materials, and appurtenances necessary for installation of the industrial ornamental cantilever gate system defined herein at Pierce County Annex.

1.02 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including Division 01 Specification Sections, apply to this section.

B. The following Section(s) relate to this section:

1. Section 033000 CAST-IN-PLACE CONCRETE

1.03 SUBMITTALS

A. Shop Drawings: Site plan showing layout of fence location with dimensions, location of gates and operating size, cleared area, elevation of fence and gates, details of attachments and footings.

B. Certifications: Manufacturers’ material certifications in compliance with current ASTM specifications.

C. Product Data: Provide manufacturer’s catalog cuts with printed specifications and installation instructions. Furnish detailed sequence of operation (description of system).

D. Certifications: All welds on the gate frame shall conform to Welding Procedure Specification and Procedure Qualification Record to ensure conformance to the AWS D1.2 Structural Welding Code. All individual welders shall be certified to AWS D1.2 welding code.

E. Structural footing calculations and drawings.

1.04 QUALITY ASSURANCE

A. The Contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified.

1.05 PRODUCT HANDLING AND STORAGE

A. Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism, and theft.

1.06 PROJECT CONDITIONS

A. Utility Locator Service: Notify Call Before You Dig for in areas of disturbance before construction activities.

1.07 REFERENCES

A. ASTM A36 – Standard Specification for Carbon Structural Steel

B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy Coated (Galvannealed) by the Hot-Dip Process.

C. ASTM A992 - Standard Specification for Structural Steel Shapes

ANNEX EVSE SERVICE 323100 - 2 CD SET

D. ASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus.

E. ASTM B221 – Aluminum and Aluminum Alloy Extruded Bars, Shapes and Tubes

F. ASTM D523 - Test Method for Specular Gloss.

G. ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint.

H. ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus.

I. ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.

J. ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.

K. ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).

L. ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.

M. ASTM D7803 – Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) or Zinc-Iron Alloy-Coasted (Galvannealed) by the Hot-Dip Process.

PART 2 PRODUCTS

2.01 MANUFACTURER

A. The manufacturer of fencing and gates listed in this specification shall be Gibraltar Perimeter Security or approved equal.

B. The Contractor shall coordinate with the Fence Manufacturer that the Contractor installation of all non-fence manufacturer parts or components, if any, will not negate that manufacturers’ warranty. Provide Fence Manufacturer’s warranty to Owner.

2.02 FLAT TOP SECURITY FENCING

A. The steel ornamental pale fence system shall conform to Gibraltar High Security Palisade Fence with triple point top pales or approved equal.

B. Triple point top security fencing shall be 8-feet in height and shall meet the following

1. Corrugated pales: Material for corrugated pales shall be a nominal 2.6” x .57” x 13 Ga. The cross-sectional shape of the rails shall conform to the manufacturer's rail design, a nominal 2” x 2” x 3/16”. Pales shall be spaced 6” on center and have a gap of 3-1/2” between pales.

2. Rails: Pre-drilled holes in the rail shall be spaced 6” on center, providing a pale airspace of no greater than 3.4”. Tamperproof fasteners shall be used to fasten each pale to rail at every intersection.

3. Posts: Line posts shall conform to the manufacturer's S4 x 7.7 I-Beam. Terminal posts shall conform to the manufacturer’s 4 x 4 square post. Line posts and terminal posts shall be 105.5” in length including the embedment.

C. Steel material for fence framework shall conform to the following ASTM requirements.

4. Corrugated pales: ASTM A36, 50 ksi

5. Rails: ASTM A36, 60 ksi

6. Posts: ASTM A992, 60 ksi

2.03 VEHICLE SLIDE GATES

A. All industrial ornamental cantilever gates shall conform to the Ameristar TransPort Traverse II gate system, Majestic design, manufactured by Ameristar Perimeter Security USA Inc., in Tulsa, ANNEX EVSE SERVICE 323100 - 3 CD SET

Oklahoma. The project gate schedule shall include the following additional information for each cantilever gate included in the project scope: 12-foot opening, 8-foot height, left gate travel direction, and a 12-foot opening, 8-foot height, right gate travel direction.

B. The materials used for cantilever gate framing (uprights & diagonal bracing) shall be manufactured from ASTM A653 Steel with yield strength of 34,800 PSI, a tensile strength of 37,700PSI and a standard mill finish. The TransPort™ aluminum extrusions for top and bottom enclosed tracks shall be alloy and temper designation 6005-T5 to meet ASTM B221.

C. Material for corrugated pales shall be a nominal 2.6” x .57” x 13 Ga per Gibraltar Perimeter Security or an approved equal. Pales shall be spaced 6” on center and have a gap of 3-1/2” between pales.

D. Material for gate uprights shall be 2 ½” X 16 ga. and diagonal bracing shall be 2” square x 16 ga.

steel. The cross-sectional shape of the enclosed-track shall confirm to the manufacturers Traverse-Trak™ design with a single extrusion consisting of a 3.75” x 7” channeled support with integrated 3” x 3” enclosed-track raceway. Gates shall be constructed as a single-track system.

E. Steel material for fence posts shall conform to the Gibraltar Perimeter Security S4 x 7.7 I-Beam or approved equal. Terminal posts shall conform to the manufacturer’s 4 x 4 square post. Line posts and terminal posts shall be 144” in length including the embedment.

F. Support carriage trolly assemblies, for the gates enclosed bottom track, shall have two mounting options: concrete slab or post mount bracket configuration, and shall support the vertical load of the gate. The gates center of gravity shall be centered on the bottom support carriage trolly assemblies. Installation of the carriage trolly assemblies shall be per manufacturer’s installation instructions (written or video).

2.04 FENCE FABRICATION

A. Pales, rails and posts shall be pre-cut to specified lengths. Rails shall be pre-punched to accept tamperproof security fasteners. Post flange shall be pre-punched to accept rail to post attachment.

B. Fabrication of the members shall be in accordance to manufacturer’s instructions, the plan details, and this specification.

C. Shop drawings will be provided for site specific locations of each fence system.

D. The pales shall be galvanized to meet the requirements of ASTM A653/A653M with a minimum zinc coating weight of 0.90 oz/ft2 (276 g/m2), Coating Designation G-90. The powder coating shall be black, and will consist of a multi-step, two coat powder coating process. The bottom coat shall be a zinc rich primer followed by a standard semi-gloss topcoat.

2.05 GATE FABRICATION

A. Fabrication of the members shall be in accordance to manufacturer’s instructions, the plan details, and this specification.

B. Shop drawings will be provided for site specific locations of each barrier.

C. Gates shall have two step powder-coated finish. The powder coating shall be black, and will consist of a multi-step, two coat powder coating process. The bottom coat shall be a zinc rich primer followed by a standard semi-gloss topcoat.

PART 3 EXECUTION

3.01 PREPARATION

A. All new installation shall be laid out by the contractor in accordance with the construction plans.

ANNEX EVSE SERVICE 323100 - 4 CD SET

3.02 FENCE INSTALLATION

A. Fence post shall be spaced according to plans, plus or minus ¼”. Fence panels shall be attached to the line and end posts with fasteners supplied by the manufacturer. Attachment to corner post shall be made using brackets and fasteners supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 48”. Follow manufacturer’s plans for further dimensional and installation details.

B. Fence posts shall be set plumb. Fence panels on sloping existing grades shall be set so pickets are plumb, and rails are sloped.

3.03 GATE INSTALLATION

A. Gate hardware shall be provided by the manufacturer of the gate and shall be installed per manufacturer's recommendations.

B. Gates (when Applicable) shall be installed with electronic door strikes and locks consistent with specification section 281300 – ACCESS CONTROL SYSTEMS.

C. When cutting/drilling gate adhere to the following steps to seal the exposed surfaces:

1. Remove all metal shavings from cut area and from the project site.

2. Apply primer to thoroughly cover cut edge and/or drilled hole, let dry.

3. Apply 2 coats of custom finish paint matching fence color.

D. Gate operators (where applicable) shall be installed per specification section 323111 – GATE

OPERATORS.

3.04 FENCE MAINTENANCE

A. When cutting/drilling rails or posts adhere to the following steps to seal the exposed surfaces:

1. Remove all metal shavings from cut area.

2. Apply custom black finish paint matching the fence paint.

B. Fence manufacturer provided spray cans and paint pens shall be used to prime and finish exposed surfaces.

3.05 CLEANING

A. The contractor shall clean the jobsite of excess materials; post-hole excavations shall be disposed of offsite. The project site shall be left neat and free of any debris caused by the installation of all fences and gates.

END OF SECTION 323100

SECTION 323111

GATE OPERATORS

ANNEX EVSE SERVICE 323111 - 1 CD SET

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Description: Work includes pre-wired gate operator for horizontal sliding gates, including all selected attachments and accessory equipment.

B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01 sections apply to Work in this section.

1.02 QUALITY ASSURANCE

A. Manufacturer: A company specializing in the manufacture of gate operators of the type specified, with a minimum of five years’ experience manufacturing operators of this type and design.

1.03 SUBMITTALS

A. Shop drawings that show:

1. Connections to adjacent construction, range of travel, and all electrical and mechanical connections to the operator.

2. All underground runs of electrical lines.

3. Size and location of the concrete mounting pad.

B. Installation instructions: Submit two copies of manufacturer's installation instructions for this specific project.

C. Submit manufacturer’s completed warranty registration form.

D. Test reports:

1. Submit affidavits from the manufacturer demonstrating that the gate operator mechanism has been tested to 200,000 cycles without breakdown.

2. Each operator shall bear a label indicating that the operator mechanism has been tested.

Operator is tested for full power and pressure of all hydraulic components, full stress tests of all mechanical components and electrical tests of all overload devices.

1.04 CODES AND REGULATORY REQUIREMENTS

A. Operators shall be built to UL 325 standards and be listed by a nationally recognized testing laboratory. Complete all electrical work according to local codes and National Electrical Code. All fieldwork shall be performed in a neat and professional manner, completed to journeyman standards.

B. Current safety standards require the use of multiple external sensors to be capable of reversing the gate in either direction upon sensing an obstruction. See also 2.2D.

C. Gate must have physical stops to prevent over travel in both the open and close directions.

D. Current safety standards require gate operators to be designed and labeled for specific usage classes.

1. HySecurity model SlideDriver™ II SD15 is listed for use in all UL 325 Usage Classes I, II, III, and IV.

ANNEX EVSE SERVICE 323111 - 2 CD SET

1.05 PRODUCT DELIVERY AND STORAGE

A. Store products upright in the original shipping containers, covered, ventilated and protected from all weather conditions.

1.06 WARRANTY

A. Provide a warranty against all defects in materials or workmanship for five years or 500,000 gate cycles (whichever occurs first) after the date of installation. Defective materials shall be replaced at manufacturer’s discretion with new or reconditioned materials furnished by the manufacturer, at no cost to the owner. Freight, labor and other incidental costs are not covered under the factory warranty but may be covered by a separate service agreement between installing company and the owner.

1. To ensure validation of warranty, complete warranty registration form online at www.hysecurity.com/warranty. Warranty registration form is also included in the printed materials shipped with the operator.

PART 2 - PRODUCTS

2.01 GATE OPERATORS

A. HySecurity gate operator model SlideDriver II SD15 with Smart Touch Controller or approved equal.

2.02 OPERATION

A. Operation shall be by means of a metal rail passing between a pair of reinforced composite wheels with polyurethane treads. Operator motors shall be hydraulic, geroller type, and system shall not include belts, gears, pulleys, roller chains or sprockets to transfer power from operator to gate panel. The operator shall generate a minimum horizontal pull of 300 lb without the drive wheels slipping and without distortion of supporting arms. Operator shall be capable of handling gates weighing up to 1,500 lb. Gate panel velocity shall not be less than 1 ft/s and shall be stopped gradually to prevent shock loads to the gate and operator assembly. The “soft-stop” feature of the gate operator shall be controlled by two adjustable hydraulic brake valves (one for each direction).

B. Minimum standard mechanical components:

1. Supporting arms: Cast aluminum channel. Arms shall incorporate a fully bushed, 1 1/2" (38

mm) bronze bearing surface, acting on arm pivot pins. (item 2 below)

2. Arm pivot pins: 3/4" (19 mm) diameter, stainless steel, with integral tabs for ease of removal.

3. Tension spring: 2 1/2" (63 mm) heavy duty, 800 lb (363 kg) capacity.

4. Tension adjustment: Finger tightened nut, not requiring the use of tools.

5. Drive release: Must instantly release tension on both drive wheels, and disengage them from contact with drive rail in a single motion, for manual operation.

6. Limit switches: Fully adjustable, toggle types, with plug connection to control panel.

7. Chassis: 1/4" (6 mm) steel base plate, and 12 Ga. (3 mm) sides and back welded and ground smooth.

8. Cover: 10 Ga. (3 mm) zinc plated steel with textured TGIC polyester powder coat finish. All joints welded, filled and ground smooth. Finished corners square and true with no visible joints. (Cover to include one locking option from list below)

9. Cover shall be prepared to accept a standard 1010 style lock.

10. Cover shall have T-lock assembly installed.

11. Cover shall have padlock hasp assembly installed.

ANNEX EVSE SERVICE 323111 - 3 CD SET

12. Finish: Zinc plated steel with textured TGIC polyester powder coat finish, proven to withstand 1,000 hour salt spray test.

13. Drive wheels: Two 6" diam AdvanceDrive wheels. High-strength composite hub with polyurethane over mold.

14. Drive rail: Shall be extruded 6061 T6, not less than 1/8" thick. Drive rail shall incorporate alignment pins for ease of replacement or splicing.

15. Hydraulic hose: Shall be 1/4" synthetic, rated to 3,000 psi.

16. Hydraulic valves: Shall be individually replaceable cartridge type, in an integrated hydraulic manifold.

17. Hose fittings: At manifold shall be quick-disconnect type, others shall be swivel type.

18. Hydraulic fluid: High performance type with a viscosity index greater than 375 and temperature range -40° F to 158°.

19. A zero to 2,000 psi pressure gauge, mounted on the manifold for diagnostics, shall be a standard component.

20. The hydraulic fluid reservoir shall be formed from a single piece of metal, non-welded, and shall be powder painted on the inside and the outside, to prevent fluid contamination.

C. Minimum standard electrical components:

1. Pump motor: 1 hp, 3450 RPM, 56C, TEFC, 208V three phase

2. All components shall have overload protection.

3. Electrical enclosure: Type 1, metal, with hinged lid gasketed for protection from intrusion of foreign objects.

4. Controls: Smart Touch Controller Board containing:

a. inherent entrapment sensor;

b. built in audible “warn before operate” system;

c. built in timer to close;

d. 32 character OLED display for reporting of functions and codes;

e. multiple programmable output relay options;

f. anti-tailgate mode;

g. built-in power surge/lightning strike protection;

h. menu configuration, event logging and system diagnostics easily accessible with a PC and HySecurity’s free Smart Touch Analyze and Retrieve Tool;

i. RS-232 port for connection to laptop or other computer peripheral and RS-485 connection for network interface.

j. Dual gate communication connection for bi-parting, sally port, or sequenced gates.

k. Electromechanical and solid state relays.

l. Radio option outputs.

m. 21 inputs for site specific configurations.

5. Transformer: 75 VA, non-jumpered taps, for all common voltages.

6. Control circuit: 24 VDC.

7. Provide a terminal strip for connection of external interlocks.

D. Required external sensors to meet UL 325: Gate edges to be installed such that the gate will reverse in either direction upon sensing an obstruction.

E. Additional options to be provided:

1. Key operated cable manual release (secure side of gate).

2. HySecurity factory aluminum drive rail.

2.03 FACTORY TESTING

A. Fully assemble and test, at the factory, each gate operator to assure smooth operation, sequencing and electrical connection integrity.

ANNEX EVSE SERVICE 323111 - 4 CD SET

B. Proof test with simulated physical and electrical loads to exceed the fully rated capacity of the operator components.

C. Inspect and test all hydraulics are leak free.

D. All testing data shall be individually logged and recorded by serial number.

E. Check all mechanical connections for tightness and alignment. Check all welds for completeness and continuity.

F. Inspect finishes for completeness. Touch up imperfections prior to shipment.

G. Check all hydraulic hoses and electrical wires to assure that chafing cannot occur during shipping or operation.

PART 3 - EXECUTION

3.01 SITE EXAMINATION

A. Locate concrete mounting pad in accordance with plans and approved shop drawings.

B. Make sure that gate is operating smoothly under manual conditions before installation of gate operators. Do not proceed until gate panel is aligned and operates without binding.

3.02 INSTALLATION

A. Install gate operator in accordance with the safety regulations and the manufacturer’s product literature and installation instructions, current at the time of installation. Coordinate locations of operators with contract drawings; other trades and shop drawings.

3.03 FIELD QUALITY CONTROL

A. Test operator through ten full open and close cycles and adjust for operation without binding, scraping or uneven motion. Test limit switches for proper open and close limit positions.

B. All anchor bolts shall be fully tightened in the finished installation.

END OF SECTION 323111

SECTION 323913

MANUFACTURED METAL SECURITY BOLLARD

ANNEX EVSE SERVICE 323913 - 1 CD SET

A. Work includes constructing, providing and installing all fixed bollards for protection of improvements on the project.

1.02 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this section.

B. The following Sections relate to this section:

1. Section 033000 – CAST-IN-PLACE CONCRETE

1.03 STANDARD SPECIFICATIONS

A. All work to be performed and materials to be used shall be in accordance with the current edition of the Standard Specifications for Road, Bridge, and Municipal Construction, and the current edition of the Standard Plans as published by the Washington State Department of Transportation (WSDOT), unless otherwise indicated herein.

B. Contractor shall have one (1) copy of the current edition of the Standard Specifications and all amendments therein, and applicable WSDOT Standard Plans at job site.

C. Standard Specifications apply only to performance and materials and how they are to be incorporated into the work.

1.04 SUBMITTALS

A. Product Data:

1. Manufacturer’s printed product literature, specifications, and data sheet.

2. Coating certifications.

3. Concrete mix design.

PART 2 PRODUCTS

2.01 BOLLARD POST

A. 6-inch diameter fixed bollards:

1. Footing: fixed in commercial concrete per WSDOT Standard Specification 6-02.3(1)

Classification of Structural Concrete and sized per plans.

2. Height: 3-foot exposed height and 3-foot embedded into the footing.

3. Material: Galvanized Steel pipe ~ ASTM A 53, NPS 6 (6” NOM.), Schedule 80 cement concrete filled.

4. Color: Painted per WSDOT Standard Specification 6-07.3(11) Painting or Powder Coating of

Galvanized Surfaces.

5. Cap: Steel Cap plate per plan.

6. Reflective Tape: 1/2" reflective tape per WSDOT Standard Specification 9-28.12 Reflective

Sheeting.

2.02 CONCRETE

A. Bollard footing shall be commercial concrete per WSDOT Standard Specification 6-02.3(2)B Commercial Concrete.

SECTION 323913

MANUFACTURED METAL SECURITY BOLLARD

ANNEX EVSE SERVICE 323913 - 2 CD SET

2.03 ACCESSORIES

A. Grout, shims, and hardware as required for proper installation.

B. Protective sleeve or formwork for concrete placement.

PART 3 EXECUTION

3.01 PREPARATION

A. Clean surfaces thoroughly prior to installation. Ensure all surfaces are clear of dirt and debris.

B. Prepare surfaces using the methods recommended by the manufacture for achieving the best result for the substrate under the project conditions.

C. Verify installation locations and elevations with Contract Documents.

D. Confirm utilities are located and protected prior to excavation.

3.02 FIXED BOLLARD INSTALLATION

A. Bollards shall be constructed in accordance with the plans and details provided, and manufacture recommendations.

B. Bollards shall not vary more than 1/4-inch per 30 inches from a vertical plane.

C. Fixed Steel Pipe Bollards: Install at all locations shown, set in concrete as detailed or otherwise required for rigidity, and conforming to the following additional requirements:

1. Bollards shall extend into concrete footing with rebar installed (if required).

2. Excavate holes for footings in firm, undisturbed or compacted soil

3. Place concrete around bollards in a continuous pour, tamp/vibrate for consolidation.

4. Check each bollard for vertical and top alignment.

5. Fixed bollard shall be set at elevations shown in the plans. Fixed Bollard shall be plumb.

6. Finish texture of exposed concrete footing shall be medium broom in circle direction, ninety degrees to the Fixed Bollard’s center point.

3.03 CLEANUP

A. Clean bollards promptly after installation in accordance with manufacturer's instructions to remove any concrete splatter from installation.

B. Clean up and remove all deleterious materials and debris from entire work area prior to Final Completion.

END OF SECTION 323913