Meigs Park Specifications.pdf

Meigs Park- Miracle League

Specifications

May 2025

Okaloosa County 502101659-001

Mott MacDonald

Page i of iv

Mott MacDonald Restricted

INDEX

Name of Project: Meigs Park – Miracle League

I. Technical Specifications:

Division 1 – General Requirements 01 01 90 Mobilization and Demobilization 01 25 00 Erosion Control 01 27 50 HP Storm Pipe 01 28 00 Traffic Signs 01 28 50 Fencing 01 29 00 Site Drainage 01 32 84 Irrigation 01 32 92 Turf and Grasses 01 32 93 Plants 01 40 40 Pavement Markings 01 40 60 Maintenance of Traffic 01 40 80 Playground Protective Surfacing 01 40 85 Miracle League Turf 01 40 90 Baseball Field Crushed Stone Base

Division 2 – Existing Conditions 02 11 00 Clearing and Grubbing 02 24 00 Stabilized Subgrade 02 30 00 Earthwork

Division 3 – Concrete 03 00 00 Concrete Sidewalks, Curb, and Gutter 03 25 00 Asphalt Concrete Pavement

Glow Stones 03 30 00 Cast-In-Place

Division 4 – Masonry 04 21 13 Brick Veneer Masonry

Division 5 – Metals 05 12 00 Structural Steel 05 50 00 Misc Metals

Division 6 – Wood, Plastics, & Composites

06 10 00 Rough Carpentry 06 11 13 Pre Engineered Wood Trusses 06 41 13 Architectural Wood Casework 06 83 16 Fiberglass Reinforced Paneling

Division 7 – Thermal & Moisture Protection 07 25 00 Weather Barriers Vapor Retarders 07 26 50 Underslab Vapor Protection 07 41 13 Metal Roof Panels 07 46 00 Fiber Cement Siding 07 62 00 Sheet Metal Flashing and Trim 07 62 50 Sheet Metal Gutters & Downspouts 07 92 00 Joint Sealants

Division 8 – Openings 08 17 43 Composite Fiberglass Door 08 33 40 Rolling Counter Doors 08 71 00 Door Hardware 08 72 00 Weatherstripping & Seals (Thresholds) 08 90 00 Louvers & Vents

Division 9 – Finishes 09 26 00 Gypsum Board Assemblies 09 67 23 Resinous Flooring 09 91 00 Painting

Division 10 – Specialties 10 21 13 Plastic Toilet Compartments- Public Bathrooms 10 28 00 Toilet Bath and Laundry Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers

Division 15 – Utilities 15 10 00 Measurement & Payment 15 14 10 Testing and Testing Laboratory Services 15 21 50 Bypass Pumping 15 23 40 Earthwork for Utilities 15 24 00 Water Distribution System 15 25 00 Sewer Collection System 15 25 30 Trench Safety Act Compliance 15 26 50 Removing and Replacing Pavement

Division 22 – Plumbing Systems 22 00 00 Plumbing, General Purpose

22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 18 Escutcheons for Plumbing Piping 22 05 23.14 Check Valves for Plumbing Piping 22 05 23.15 Gate Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping

Division 23 – Mechanical Systems 23 03 00 Basic Mechanical Materials and Methods 23 05 93 Testing, Adjusting, And Balancing for HVAC 23 07 00 Thermal Insulation for Mechanical Systems 23 30 00 HVAC Air Distribution 23 81 00 Decentralized Unitary HVAC Equipment

Division 26– Electrical 26 05 00 Basic Electrical Requirements 26 05 19 Low Voltage Electrical Power Conductors and Cables 26 05 23 Control Voltage Electrical Power Cables 26 05 26 Grounding and Bonding 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 48.16 Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 74 Over Current Protection Devices Arc-Flash Study 26 08 00 Commissioning of Electrical Systems 26 09 13 Electrical Power Monitoring and Control 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 41 13 Lighting Protection for Structures 26 43 13 Low-Voltage Surge Protection 26 51 19 LED Interior Lighting

Okaloosa County Meigs Park- Miracle League MM Project No. 502101659-001

MOBILIZATION AND DEMOBILIZATION 01 01 90 - 1

SECTION 01 01 90

MOBILIZATION AND DEMOBILIZATION

PART 1 GENERAL

1.1 DESCRIPTION

A. Mobilization consists of preparatory Work and operations, including those necessary for movement of personnel, equipment, supplies and incidentals to and within the Work Area; the cost of bonds and any required insurance; and other pre-construction expenses necessary for start of the Work. All equipment transported to the Site by barge must be floating at all times during the transit to and from the Site of Work, i.e., no grounding of equipment will be permitted during transit.

1.2 ARBITRARY MOBILIZATION BY CONTRACTOR

A. The Owner will pay for the Schedule of Values Bid Item No. 1 “Mobilization and Demobilization” only once. Should the Contractor demobilize prior to completing the project, such demobilization and subsequent remobilization shall be at no additional cost to the Owner.

1.3 RATIO OF MOBILIZATION AND DEMOBILIZATION

A. Mobilization and Demobilization is a lump sum price, but will be paid to the Contractor on a percentage basis upon completion of mobilization to the Work Area for that particular pay period.

1.4 JUSTIFICATION OF MOBILIZATION COSTS

A. In the event that the Owner considers the amount of this item does not bear a reasonable relation to the cost of the Work in this Contract, the Owner may require the Contractor to produce cost data to justify this portion of the Bid. Failure to justify such price to the satisfaction of the Owner will result in payment of actual mobilization costs, as determined by the Owner at the completion of mobilization, and actual demobilization costs at the completion of demobilization, and payment of the remainder of this item in the final payment under this Contract. The determination of the Owner is not subject to appeal.

PART 2 PRODUCTS

2.1 NOT USED

PART 3 EXECUTION

3.1 NOT USED

MOBILIZATION AND DEMOBILIZATION 01 01 90 - 2

3.2 Seeding: Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity.

PART 4 MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

A. No specific unit of measurement will apply to the lump sum Schedule of Values Bid Item No. 1 “Mobilization and Demobilization”.

4.2 PAYMENT

A. All costs associated with mobilization and demobilization of the entire Contractor's plant, equipment, personnel, and those of his/her Subcontractors and such others costs as may be denoted in the Contract Documents shall be paid for at the Contract lump sum price for Schedule of Values Bid Item No. 1 “Mobilization and Demobilization”.

END OF SECTION 01 01 90

EROSION-POLLUTION CONTROL 01 25 00 - 1

SECTION 01 25 00

EROSION-POLLUTION CONTROL

PART 1 GENERAL

1.1 SCOPE

A. The work consists of installing measures or performing work to control erosion and minimize the production of sediment and other pollutants to water and air from construction activities.

1.2 MATERIAL

A. All material furnished shall meet the requirements of the Erosion Control Plan in the Construction Documents.

1.3 EROSION AND SEDIMENT CONTROL MEASURES AND WORKS

A. The measures and works shall include, but are not limited to, the following:

• Staging of earthwork activities: The excavation and moving of soil materials shall be scheduled to minimize the size of areas disturbed and unprotected from erosion for the shortest reasonable time.

• Seeding: Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity.

• Mulching: Mulching to provide temporary protection of the soil surface from erosion.

• Diversions: Diversions to divert water from work areas and to collect water from work areas for treatment and safe disposition. They are temporary and shall be removed and the area restored to its near original condition when the diversions are no longer required or when permanent measures are installed.

• Stream crossings: Culverts or bridges where equipment must cross streams. They are temporary and shall be removed and the area restored to its near original condition when the crossings are no longer required or when permanent measures are installed.

• Sediment basins: Sediment basins collect, settle, and eliminate sediment from eroding areas from impacting properties and streams below the construction site(s).

These basins are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

EROSION-POLLUTION CONTROL 01 25 00 - 2

• Sediment filters: Straw bale filters or geotextile sediment fences trap sediment from areas of limited runoff. Sediment filters shall be properly anchored to prevent erosion under or around them. These filters are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

• Waterways: Waterways for the safe disposal of runoff from fields, diversions, and other structures or measures. These works are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

• Other: Additional protection measures as required by Federal, State, or local government.

1.4 CHEMICAL POLLUTION

A. The contractor shall provide watertight tanks or barrels or construct a sump sealed with plastic sheets to dispose of chemical pollutants, such as drained lubricating or transmission fluids, grease, soaps, concrete mixer washwater, or asphalt, produced as a by-product of the construction activities. At the completion of the construction work, sumps shall be removed and the area restored to its original condition. Sump removal shall be conducted without causing pollution.

B. Sanitary facilities, such as chemical toilets, or septic tanks shall not be located next to live streams, wells, or springs. They shall be located at a distance sufficient to prevent contamination of any water source. At the completion of construction activities, facilities shall be disposed of without causing pollution.

1.5 AIR POLLUTION

A. The burning of brush or slash and the disposal of other materials shall adhere to state and local regulations.

B. Fire prevention measures shall be taken to prevent the start or spreading of wildfires that may result from project activities. Firebreaks or guards shall be constructed and maintained at locations shown on the drawings.

C. All public access or haul roads used by the contractor during construction of the project shall be sprinkled or otherwise treated to fully suppress dust. All dust control methods shall ensure safe construction operations at all times. If chemical dust suppressants are applied, the material shall be a commercially available product specifically designed for dust suppression and the application shall follow manufacturer's requirements and recommendations. A copy of the product data sheet and manufacturer's recommended application procedures shall be provided to the engineer 5 working days before the first application.

EROSION-POLLUTION CONTROL 01 25 00 - 3

1.6 MAINTENANCE, REMOVAL, AND RESTORATION

A. All pollution control measures and temporary works shall be adequately maintained in a functional condition for the duration of the construction period. All temporary measures shall be removed and the site restored to near original condition.

END OF SECTION 01 25 00

HP STORM PIPE 01 27 50 - 1

SECTION 01 27 50

HP STORM PIPE

PART 1 GENERAL

1.1 SCOPE

A. This specification describes 12- through 60-inch (300 to 1500 mm) ADS HP Storm pipe for use in gravity-flow storm drainage applications.

1.2 PIPE REQUIREMENTS

A. ADS HP Storm pipe shall have a smooth interior and annular exterior corrugations.

• 12- through 60-inch (300 to 1500 mm) pipe shall meet ASTM F2881 or AASHTO M330

• Manning’s “n” value for use in design shall be 0.012

1.3 JOINT PERFORMANCE

A. Pipe shall be joined using a bell & spigot joint meeting the requirements of ASTM F2881 or AASHTO M330. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gasket shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500

mm) diameters shall have an exterior bell wrap installed by the manufacturer.

1.4 FITTINGS

A. Fittings shall conform to ASTM F2881 or AASHTO M330. Bell and spigot connections shall utilize a welded or integral bell and valley or inline gaskets meeting the watertight joint performance requirements of ASTM D3212.

1.5 FIELD PIPE AND JOINT PERFORMANCE

A. To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F1417 or ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates.

1.6 MATERIAL PROPERTIES

A. Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2881, Section 5 and AASHTO

HP STORM PIPE 01 27 50 - 2

M330, Section 6.1.

1.7 INSTALLATION

A. Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12-through 48-inch (300 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications.

Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD), or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note

2.04. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines.

1.8 PIPE DIMENSIONS

Nominal Pipe I.D.

in (mm)

(300)

(375)

(450)

(600)

(750)

(900)

(1050)

(1200)

(1500) Average Pipe I.D.

in (mm) 12.2 (310)

15.1 (384)

18.2 (462)

24.1 (612)

30.2 (767)

36.0 (914)

42.0 (1067)

47.9 (1217)

59.9 (1521)

Average Pipe O.D.

in (mm)

14.5 (368)

17.7 (450)

21.4 (544)

28.0 (711)

35.5 (902)

41.5 (1054)

47.4 (1204)

54.1 (1374)

67.1 (1704)

Minimum Pipe Stiffness *

@ 5% Deflection #/in./in. (kN/m2)

(517)

(414)

(386)

(345)

(317)

(276)

(241)

(241)

(207)

• Minimum pipe stiffness values listed; contact a representative for average values.

END OF SECTION 01 27 50

TRAFFIC SIGNS 01 28 00 - 1

SECTION 01 28 00

TRAFFIC SIGNS

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Specifications Sections, apply to work of this section.

B. Unless otherwise specified on the work orders, plan sheets, or in other sections of this contract, all materials and work shall conform to the applicable requirements in the following document:

• USDOT, Federal Highway Administration, Manual on Uniform Traffic Control Devices for Streets and Highways, Latest Edition.

• USDOT, Federal Highway Administration, Standard Alphabets for Highway Signs and Pavement Markings, Latest Edition.

• Florida Department of Transportation, Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System, Latest Edition.

• Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, section 700, Latest Edition.

C. GENERAL EXCEPTIONS

• Any reference to FDOT Standard Specifications for Road and Bridge Construction, Latest Edition, Division I General Requirements & Covenants shall be excluded and not applicable to any specification referred here in, or otherwise listed in this document.

1.2 DESCRIPTION OF WORK

A. The work under this section includes the removal and reinstallation of standard and special traffic signs (warning, regulatory, and guide). The Contractor shall furnish all labor, materials, post, tools, supplies, equipment, and machinery necessary to fully complete the work shown in the plans and in these specifications.

1.3 PRODUCTS

A. MATERIALS

TRAFFIC SIGNS 01 28 00 - 2

• All materials shall be new and of good quality unless otherwise specified. The Contractor, at his own expense and if requested by owner Contract Administrator, shall furnish samples of material and/or shall certify that the material meets all FDOT requirements. All material or work that has been rejected shall be remedied by the Contractor at his own expense and without delay. If the Contractor fails to promptly remove and/or dispose of rejected material and replace the same, the Engineer may remove and replace the same and deduct the cost of the work from the contract amount.

• If the Contractor chooses to use material other than specified herein, a sample of the material with supporting manufacturer's literature and specifications must be submitted to the owner’s Contract Administrator for prior approval.

1.4 EXECUTION

A. UTILITY SPOTS

• All street name signs shall be fabricated and installed in accordance with the plans and related documents. Contractor shall contact Sunshine State One Call of Florida at least two working days prior to digging or driving posts.

B. SIGN INSTALLATION

• Signs shall be placed at the locations illustrated and/or specified in the plans or related documents. The soil around the post shall be solidly tamped so that the sign will stand vertically.

• If a sign cannot be placed where indicated due to a conflict, the Contractor shall immediately notify the owner’s Contract Administrator. The owner’s Contract Administrator will specify an alternate location.

• The date when each sign is installed shall be marked in permanent ink on the rear side of each sign.

1.5 MEASUREMENT

A. METHOD OF MEASUREMENT

• The quantity to be paid for will be plan quantity, unless otherwise provided.

B. BASIS OF PAYEMNT

TRAFFIC SIGNS 01 28 00 - 3

• Price and payment will constitute full compensation for all work specified in this section. Payment for all items relating to traffic signs will be a lump sum quantity.

END OF SECTION 01 28 00

FENCING 01 28 50- 1

SECTION 01 28 50

FENCING

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section.

B. Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, Section 550 and Standard Plans section 550, Latest Editions.

1.2 SUMMARY

A. This Section includes, but is not limited to, the following: black vinyl coated chain link fence.

B. Where existing fences are to be relocated, but existing materials are deteriorated or damaged, fencing shall be replaced in kind or as specified by the Engineer.

1.3 PROJECT CONDITIONS

A. Traffic:

• Conduct fencing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities and to minimize disturbance of the activities of adjacent property owners. Do not close or obstruct streets, walks, or other occupied or used facilities without prior approval.

B. Security:

• Do not leave any fence unfinished or incomplete which might allow the escape of livestock or household pets, access to a private/public pool or pond, etc. without temporary measures in place during construction.

1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver material in manufacturer's original packaging with all tags and labels intact and legible.

B. Handle and store material in such a manner as to avoid damage.

PART 2 PRODUCTS

2.1 CHAIN LINK FENCE

FENCING 01 28 50- 2

A. Chain link fence shall meet the requirements of FDOT Standard Plans section 550-002.

2.2 GATES

A. Swing Gates:

• Per FDOT Standard Plans section 550-002 as modified herein, construct of 1.625" o.d. steel pipe galvanized in accord with ASTM A-53 and weighing 2.27 pounds per lineal foot. Provide gates more than 8 feet wide with either intermediate members or diagonal truss rods. Provide gates less than 8 feet wide with truss rods or intermediate braces. Arrange latches for padlocking to provide accessibility from both sides of the gate. Where a double swing gate is called out, Construct Concrete Anchor rod Base 8” in diameter and 4” deep flush with top of ground. Opening in base for rod shall accommodate standard size in accordance with manufacturer and shall be PVC or galvanized steel pipe.

B. Slide Gates:

• shall be constructed per FDOT Standard Plans section 550-003.

2.3 ACCESSORIES

A. Post Tops:

• pressed steel, or malleable iron. Where top rail is used, provide post tops to permit passage of top rail.

PART 3 EXECUTION

3.1 CHAIN LINK FENCING

A. Chain link fence shall meet the requirements of FDOT Standard Plans 550-002:

• Drill holes for post footings in firm, undisturbed or compacted soil.

• Place concrete around posts in a continuous pour, tamp for consolidation. Check each post for vertical and top alignment.

• Set Keepers, stops, sleeves and other accessories into concrete as required.

• Topping of the fence with barbed wire shall not be included unless specifically shown on the plans.

3.2 INSTALLATION

FENCING 01 28 50- 3

A. Brace Assemblies:

• install braces so posts are plumb when diagonal rod is under proper tension.

B. Tension Wire:

• install tension wires before stretching fabric and tie to each post with ties or clips.

C. Fabric:

• pull fabric taut 2 inches above grade level and tie to posts, rails, and tension wires.

Attach fabric to terminal or gateposts by a stretcher bar and clip to other framework so that fabric remains in tension after pulling force is released.

D. Hinge Gates:

• to swing through 180 degrees from closed to open.

PART 4 MEASUREMENT/PAYMENT

4.1 METHOD OF MEASUREMENT

A. General:

• The quantities to be paid for will be either the number of gates, the length of each type of fence, the number of corner post assemblies, constructed and accepted or the length of each type of fence with all other items necessary for construction as incidental. In addition, extra payment will be made, for additional lengths of post approved by the Engineer.

B. Measurement of Fence Length:

• The length of fence to be paid for will be measured along the bottom of the fabric, out-to-out of end posts, in the completed and accepted fence. Measurement for Resetting Fence will be the actual length of existing fence reset, including gates when applicable.

C. Corner Post Assemblies, Pull, and End Post Assemblies:

• The number of corner post assemblies and of pull and end post assemblies to be paid for will be the number of such post assemblies constructed and accepted.

4.2 BASIS OF PAYMENT

A. Basic Items of Fencing:

FENCING 01 28 50- 4

• The contract unit price will be full compensation for all work and materials necessary for the complete installation, including line posts, but not including the corner, end, and pull posts and the assemblies thereof.

B. Items of Post Assemblies:

• The Contract unit prices for the items of Corner Post Assemblies and Pull and End Post Assemblies will include the posts and the complete assemblies therewith for each such item. Approach posts and brace posts will be considered as part of the assembly of the corner, end, or pull post serves as a brace in more than one horizontal line.

C. Payment Rates for Extra-Length Posts:

• For any length of posts in excess of the standard length for each particular type of post, approved by the Engineer as provided above, payment will be made for each foot in excess of the standard length at the percentage of the Contract unit price per foot for the item of Fencing, as shown in the following schedule:

Total Post Length Steel and Aluminum Posts

Recycled Plastic & Timber Posts

Standard up to 14’ 50% 60% Between 14’ – 20’ 60% 80% Over 20’ * * *

• When the length of post exceeds 20 feet, the work of finishing and installing such posts and the costs incidental thereto will be paid for as unforeseeable through a change order.

• The standard length of steel, recycled plastic and aluminum posts will be the required length as indicated in the plans for each type and case. The above provisions f or extra length payment will apply to end, corner and pull posts.

• The payment for additional length of post will include the cost of additional concrete to extend concrete bases, as applicable.

D. Gate Payment:

• The quantities to be paid for will be full compensation for all labor, materials, posts, and associated hardware for the complete installation of the type gate specified in the plans, and accepted by the County.

END OF SECTION 01 28 50

SITE DRAINAGE 01 29 00 - 1

SECTION 01 29 00

SITE DRAINAGE

PART 1 GENERAL

1.1 SCOPE

A. The work under this section includes the furnishing of all labor material and equipment required to provide proper drainage of the site.

1.2 GENERAL REQUIREMENTS

A. All workmanship, materials, equipment and installation shall be in accordance with the applicable portions of the Nyloplast Specifications and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, and referred to hereinafter as Standard Specification. The specific sections of the above mentioned specifications which are applicable are listed below.

PART 2 METERIALS

2.1 DRAINAGE STRUCTURES:

A. Structures, including mitered end sections, shall be used where shown on the drawings and constructed in accordance with the Nyloplast Specifications and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition

2.2 POLYVINYL CHLORIDE PIPE:

A. All pipe shall meet all standards denoted in Nyloplast Specifications Section 2721.

2.3 CATCH BASINS:

A. Precast Concrete Catch Basins: ASTM C 478 or ASTM C 858, precast reinforced concrete, of depth indicated. Sections shall have provision for rubber gasket joints.

Base section slab shall have minimum thickness of 6 inches.

• Base Section: Base riser section and separate base slab, or base riser section with integral floor.

• Riser Sections: Sections shall be of lengths to provide depth indicated.

• Top Section: Type to match City of Pensacola configuration detailed.

• Grade Rings: Provide 2 or 3 reinforced concrete rings, of 6 to 9 inches total thickness, as necessary.

• Gaskets: ASTM C 443, rubber.

SITE DRAINAGE 01 29 00 - 2

• Steps: Cast into riser sidewall at 12 to 16 inch intervals.

• Pipe Connectors: ASTM C 923, resilient, of size required, for each pipe connecting to base section.

• Channel and Bench: Concrete.

2.4 OUTFALLS:

A. General: Construct of reinforced concrete pipe, mitered end section, toewalls, and rip rap, as indicated.

2.5 CONCRETE AND REINFORCEMENT:

A. Concrete:

• Portland cement mix, 3,000 psi.

2.6 Cement:

A. ASTM C 150, Type II.

• Fine Aggregate: ASTM C 33, sand.

• Coarse Aggregate: ASTM C 33, crushed gravel.

• Water: Potable.

B. Reinforcement: Steel conforming to the following:

• Fabric: ASTM A 185, welded wire fabric, plain.

• Reinforcement Bars: ASTM A 615, Grade 60, deformed.

C. Forms:

• Form Materials: Plywood, metal, metal-framed plywood, or other acceptable panel-type materials to provide full-depth, continuous, straight, smooth exposed surfaces without distortion or defects. Material shall be of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal.

• Form Release Agent: Provide commercial formulation form-release agent with a maximum of 350 mg/l volatile organic compounds (VOCs) that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. Release agent to be within allowable volatile limits according to applicable local, state and federal codes.

2.7 CURING MATERIALS:

A. Conform to TT-C-800, with 30-percent minimum solids content.

SITE DRAINAGE 01 29 00 - 3

B. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz.

per sq. yard, complying with AASHTO M-182, Class 2.

C. Moisture-Retaining Cover: One of the following, complying with ASTM C-171.

• Waterproof paper

• Polyethylene film

• White burlap-polyethylene sheet

D. Clear Solvent-Borne Liquid Membrane-Forming Curing Compound: This is a solvent-borne membrane-forming curing compound. Revise to Type II and verify manufacturer's products when a white pigmented curing compound is required. Do not use if waterborne low-VOC emissions compounds are required. ASTM C-309, Type I, Class A or B, wax free.

E. Clear Waterborne Membrane-Forming Curing Compound:

• This is a waterborne membrane-forming curing compound. Use when low VOC emissions are required. ASTM C-309, Type I, Class B.

• Provide material that has a maximum volatile organic compound (VOC) rating of 350 mg per liter.

F. Evaporation Control: Monomolecular film-forming compound applied to exposed concrete surfaces for temporary protection from rapid moisture loss.

PART 3 EXECUTION

3.1 PREPARATION OF FOUNDATION FOR BURIED STORMWATER SYSTEMS:

A. Grade trench bottom to provide a smooth, firm, stable, and rock free foundation, throughout the length of the pipe per Nyloplast Specifications and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition.

B. Remove unstable, soft, and unsuitable materials at the surface upon which pipes are to be laid, and backfill with clean sand or pea gravel to indicated level.

C. Shape bottom of trench to fit bottom of pipe. Fill unevenness with tamped sand backfill. Dig bell holes at each pipe joint to relieve the bells of all loads and to ensure continuous bearing of the pipe barrel on the foundation.

3.2 INSTALLATION, GENERAL:

A. General Locations and Arrangements: Drawings (plans and details) indicate the general location and arrangement of the underground stormwater system piping. Location and arrangement of piping layout take into account many design considerations. Install the piping as indicated, to the extent practical.

B. Install piping beginning at low point of systems, true to grades and alignment indicated

SITE DRAINAGE 01 29 00 - 4

with unbroken continuity of invert, unless approved otherwise by the Engineer. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings in accordance with manufacturer's recommendations for use of lubricants, cements, and other installation requirements. Maintain swab or drag in line and pull past each joint as it is completed. The pipe shall be carefully examined for defects and the inside cleaned.

After placing pipe in the ditch, the ends shall be wiped free from all dirt, sand and foreign material. All pipe and joints shall be made, handled, and installed in strict accordance with the manufacturer's recommendations and instructions. A copy of the installation manual shall be furnished to the Engineer prior to placing pipe on the job site.

• Install pipe in accordance with applicable provisions Nyloplast Specifications and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition

C. Use manholes or catch basins for changes in direction, except where a fitting is indicated. Use fittings for branch connections, except where direct tap into existing sewer is indicated. The Engineer shall be notified at least 24 hours before the pouring of any concrete is to be started, and such pouring shall not be started until the reinforcement has been approved as placed.

D. Use proper size increasers, reducers, and couplings, where different size or material of pipes and fittings are connected. Reduction of the size of piping in the direction of flow is prohibited.

E. Install piping pitched down in direction of flow, at minimum slope per plans.

F. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling, jacking, or a combination of both.

3.3 MANHOLES:

A. General: Install manholes complete with accessories as indicated. Form continuous concrete or split pipe section channel and benches between inlets and outlet. Set tops of frames and covers flush with finish surface where manholes occur in pavements.

Elsewhere, set tops 3 inches above finished grade, unless otherwise indicated.

B. Place precast concrete manhole sections as indicated, and install in accordance with

ASTM C 891.

C. Construct cast in place manholes as indicated.

D. Provide rubber joint gasket complying with ASTM C 443 at joints of sections.

E. Apply bituminous mastic coating at joints of sections.

3.4 CATCH BASINS:

A. Construct catch basins to sizes and shapes indicated per Nyloplast Specifications and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition

SITE DRAINAGE 01 29 00 - 5

B. Set frames and grates to elevations indicated.

3.5 OUTFALLS: Construct outfalls of reinforced concrete which will attain 28 day compressive strength of not less than 3000 psi.

3.6 TAP CONNECTIONS:

A. Make connections to existing piping and underground structures so that finished work will conform as nearly as practicable to the requirements specified for new work.

B. Use commercially manufactured wye fittings for piping branch connections. Remove section of existing pipe, install wye fitting into existing piping, and encase entire wye fitting plus 6 inch overlap, with not less than 6 inches of 3000 psi 28 day compressive strength concrete.

C. Make branch connections from side into existing 15 to 18 inch piping by removing section of existing pipe and installing wye fitting into existing piping. Encase entire wye with not less than 6 inches of 3000 psi 28 day compressive strength concrete.

D. Make branch connections from side into existing 24 inch or larger piping or to underground structures by cutting opening into existing unit sufficiently large to allow 3 inches of concrete to be packed around entering connection. Cut end of connection pipe passing through pipe or structure wall to conform to shape of and be flush with inside wall, unless otherwise indicated. On outside of pipe or structure wall, encase entering connection in 6 inches of concrete for minimum length of 12 inches to provide additional support of collar from connection to undisturbed ground.

• Provide concrete that will attain minimum 28 day compressive strength of 3000 psi, unless otherwise indicated.

• Use epoxy bonding compound as interface between new and existing concrete and piping materials.

• Protect existing piping and structures to prevent concrete or debris from entering while making tap connections. Remove debris, concrete, or other extraneous material that may accumulate.

3.7 FIELD QUALITY CONTROL:

A. Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. All sampling and testing shall be conducted by a testing laboratory under the direction of a Professional Engineer, licensed in the State of Florida, at the contractor's expense. Submit test results directly to the Engineer. The following tests shall be taken:

• 28-day compressive test of concrete, minimum of three test cylinders per 50 cubic yards of concrete poured.

• Air content, minimum one test for each day's pour.

• Slump test, minimum one test for each day's pour.

SITE DRAINAGE 01 29 00 - 6

• Contractor shall replace materials removed for testing purposes.

• Should any work or materials fail to meet the requirements set forth in the plans and specifications, contractor shall pay for retesting of same.

B. Cleaning: Clear interior of piping and structures of dirt and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed.

• In large, accessible piping, brushes and brooms may be used for cleaning.

• Place plugs in ends of uncompleted pipe at end of day or whenever work stops.

• Flush piping between manholes, to remove collected debris.

C. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred.

D. Make inspections after pipe between manholes has been installed, cleaned and approximately 2 feet of backfill is in place, and again at completion of project. Each section of pipe between structures is to show from either end on examination, a full circle of light. Each appurtenance to the system shall be of the specified size and form, to neatly and substantially constructed, with the top set permanently to exact position and grade.

E. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects and reinspect. All repairs shown necessary by the inspections are to be made, broken or cracked pipe replaced, all deposits removed and the pipe left true to line and grade as herein specified, or shown on the plans, entirely clean and free from abnormalities and ready for use.

F. Clean-up: Before final inspection and acceptance, the Contractor shall clean ditches, shape shoulders and restore all disturbed areas, including street crossings, grass plots, to as good as condition as existed before work started. All trenches shall be leveled and loose material removed from pavement gutters, sidewalks, pipe lines, and inlet sediment traps, employing hand labor, if necessary.

3.8 MEASUREMENT AND PAYMENT: No additional payment shall be made for the work hereinbefore specified. The Contractor's unit price or lump sum bid as set forth in the PROPOSAL shall constitute full compensation for the work involved for each item.

END OF SECTION 01 29 00

IRRIGATION 01 32 84 - 1

SECTION 01 32 84

PLANTING IRRIGATION

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:

1. Piping.

2. Manual valves.

3. Automatic control valves.

4. Miscellaneous piping specialties.

5. Sprinklers.

6. Drip irrigation specialties.

7. Controllers.

8. Boxes for automatic control valves.

1.3 DEFINITIONS

A. Circuit Piping: Downstream from control valves to sprinklers, specialties, and drain valves.

Piping is under pressure during flow.

B. Drain Piping: Downstream from circuit-piping drain valves. Piping is not under pressure.

C. Main Piping: Downstream from point of connection to water distribution piping to, and including control valves. Piping is under water-distribution-system pressure.

D. Low Voltage: As defined in NFPA 70 for circuits and equipment operating at less than 50 V or for remote-control, signaling power-limited circuits.

1.4 PERFORMANCE REQUIREMENTS

A. Irrigation zone control shall be automatic operation with controller valves.

B. Location of Sprinklers and Specialties: Design location is approximate. Make minor adjustments necessary to avoid plantings and obstructions such as signs and light standards.

Maintain 100 percent irrigation coverage of areas indicated.

C. Minimum Working Pressures: The following are minimum pressure requirements for piping, valves, and specialties unless otherwise indicated:

IRRIGATION 01 32 84 - 2

1. Irrigation Main Piping: 200 psig

2. Circuit Piping: 150 psig

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics and furnished specialties and accessories.

B. Wiring Diagrams: For power, signal, and control wiring.

C. Delegated-Design Submittal: For irrigation systems indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional responsible for their preparation.

1.6 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Irrigation systems, drawn to scale, on which components are shown and coordinated with each other, using input from Installers of the items involved. Also include adjustments necessary to avoid plantings and obstructions such as signs and light standards.

B. Qualification Data: For qualified Installer.

C. Zoning Chart: Show each irrigation zone and its control valve.

D. Controller Timing Schedule: Indicate timing settings for each automatic controller zone.

E. Field quality-control reports.

1.7 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For sprinklers, drip, controllers, and automatic control valves to include in operation and maintenance manuals.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: An employer of workers that include a certified irrigation designer qualified by The Irrigation Association or Professional Class member of the American Society of Irrigation Consultants

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture.

IRRIGATION 01 32 84 - 3

B. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending.

1.10 PROJECT CONDITIONS

A. Interruption of Existing Water Service: Do not interrupt water service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water service according to requirements indicated:

1. Notify Owner no fewer than two days in advance of proposed interruption of water service.

2. Do not proceed with interruption of water service without Owner's written permission.

PART 2 - PRODUCTS

2.1 PIPES, TUBES, AND FITTINGS

A. Comply with requirements in the piping schedule for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes.

B. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedules 40 and 80.

1. PVC Socket Fittings: ASTM D 2466, Schedules 40 and 80.

2. PVC Threaded Fittings: ASTM D 2464, Schedule 80.

3. PVC Socket Unions: Construction similar to MSS SP-107, except both headpiece and tailpiece shall be PVC with socket ends.

C. PVC Pipe, Pressure Rated: ASTM D 2241, PVC 1120 compound, SDR 21 and SDR 26.

1. PVC Socket Fittings: ASTM D 2467, Schedule 80.

2. PVC Socket Unions: Construction similar to MSS SP-107, except both headpiece and tailpiece shall be PVC with socket or threaded ends.

2.2 PIPING JOINING MATERIALS

A. Solvent Cements for Joining PVC Piping: ASTM D 2564. Include primer according to ASTM F 6q56.

B. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer unless otherwise indicated.

2.3 ENCASEMENT FOR PIPING

A. Standard: ASTM A 674 or AWWA C105.

IRRIGATION 01 32 84 - 4

2.4 MANUAL VALVES

A. Plastic Ball Valves:

1. Description:

a. Standard: MSS SP-122.

b. Pressure Rating: 150 psig

c. Body Material: PVC.

d. Type: Union.

e. End Connections: Socket or threaded.

f. Port: Full.

2.5 AUTOMATIC CONTROL VALVES

A. Plastic Automatic Control Valve

1. General Information

a. Provide valve as per the specification.

2. Valve

a. Irrigation valve specifications include but are not limited to:

1) The valve body and bonnet shall be constructed of heavy-duty and ultra-violet resistant plastic.

2) The bonnet shall be assembled to the body using multi-drive screws for use with flathead, Phillips, or hexagonal tools.

3) Shall possess a water tight seal between the body and bonnet.

4) Shall be a normally closed, forward flow design.

5) Shall have a filtered pilot flow to resist debris and clogging.

6) Shall be slow closing to prevent water hammer from causing subsequent system damage.

7) Shall have a Ø1 inch NPT globe and angle inlet as well as a Ø1 inch NPT outlet.

8) Shall have a manual internal bleed capability to operate the valve without allowing water into the valve box.

9) Shall have a non-rising flow control handle to adjust water flow as needed.

10) Shall include a 24 VAC 50/60 Hz solenoid capable of 2-wire operation.

a) Inrush current: 0.41A (9.9VA) at 60Hz

b) Holding current: 0.14A (3.43 VA) at 60Hz

11) Operating flow rate of 2-40 gpm (7.6-151.4 l/min).

12) Operating pressure range of 15-150 psi (1.04-10.4 bar).

13) Water temperature: Up to 110°F (43°C).

14) Ambient temperature: Up to 125°F (52°C).

15) Shall accommodate an optional field-installed pressure regulating dial.

16) Shall accept an optional latching solenoid for use with battery operated controllers.

17) Shall be available with an optional purple flow control handle for use with non-potable water applications.

18) Shall have a heavy-duty stainless steel spring for positive diaphragm closure.

IRRIGATION 01 32 84 - 5

2.6 SPRINKLERS

1. Rotors

a. designed to provide uniform coverage over entire area of spray shown on drawings at available water pressure or as follows:

1) Rotor for shrub or small turf areas (14-50 feet) spacing: maximum 40 psi.

2. Pop-Up Spray

a. Rotor for shrub or small turf areas (14-50 feet) spacing: maximum 40 psi.

Irrigation rotor specifications include but are not limited to:

1) The rotor body, stem and nozzle, shall be constructed of heavy-duty and ultra-violet resistant plastic.

a) Shall have a heavy-duty stainless steel retract spring for positive pop-down.

2) Shall have integrated seals and method for clearing debris.

a) Oversized pressure activated wiper seal prevents leaks and protects internals from debris.

b) Precision controlled flush at pop-down to clear debris from the unit, to assure positive stem retraction in all soil types.

c) Ported arc adjustment screw to clear debris from unit at pop-down

3) Shall have a slip clutch installation feature to allow easy arc alignment.

4) Non-reversing 360° full arc rotation.

5) 7.38 inch body height; 4.0 inch pop-up height (measured to center of nozzle).

6) Operating range of 8 to 50 feet.

7) Operating pressure range of 5 to 55 psi.

8) Shall have a precipitation rate of 0.20 to 1.50 in/hr.

9) Shall include a green cover and a flow shut-off valve in the rotor head.

10) Exposed surface diameter shall measure 1.5 inch.

11) Shall include Ø3/4 inch NPT female threaded bottom inlet.

12) Shall include a nozzle tree containing twelve nozzles with indicated flow rates from 0.76 to 9.63 gpm and an exit trajectory of 10-25°.

13) All rotor body components shall be removable from the top without special tools in order to provide quick and easy flushing and maintenance of the sprinkler.

14) Shall include slot in cover for use of a pull up tool for ease of nozzle installation and replacement.

15) Shall include nozzle retention screw that may also be used to reduce spray radius by 25%.

16) Shall have a filter screen in the stem to protect the drive from clogging and to simplify removal for cleaning and flushing the system.

17) Shall utilize nozzles designed to deliver even distribution over the entire radius including large wind resistant droplets and gentle close-in-watering.

3. Pressure Compensating Bubbler

a. Pressure compensating bubblers shall have a full circle discharge rate of 1 GPM at 30 PSI. The bubbler shall be constructed of corrosion and UV-resistant plastic, with an integral elastomeric flow bushing for maintaining a constant flow rate over the operating pressure range of 15 to 7 PSI.

b. The bubbler shall be compatible with a plastic filter screen to protect the nozzle from debris in the water. The PCB version shall have a ½-inch Female National Pipe Thread (FNPT) inlet for connection to a ½-inch male threaded riser. The PCN

IRRIGATION 01 32 84 - 6

version shall have standard female threads that are compatible with the threaded riser on Rainbird spray heads as well as some other manufacturer’s spray heads.

2.7 DRIP IRRIGATION SPECIALTIES

A. Lateral Pipe and Fittings

1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D1784, with integral belled end suitable for solvent welding.

2. Use Class 200, SDR-21, rated at 200 PSI (13,8 bar), conforming to dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the cases where small nominal diameters are not manufactured in Class 200.

3. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of type approved by pipe manufacturer.

4. Use PVC Schedule 80 nipples and PVC Schedule 40 or 80 threaded fittings for threaded pipe connections as specified on the drawings and details.

5. Threaded joint sealant: Use non-hardening, nontoxic pipe thread sealant formulated for use on threaded connections and approved by pipe fitting or valve manufacturer.

6. Rainbird On-Surface Dripline with pressure-compensating.

a. Rainbird On-Surface Dripline model numbers for POTABLE water systems; a dual-layered, brown colored dripline tubing with emitter flow rates and spacing as shown:

1) MLD0512250, 12” spacing emitter, thick walled, dual-layered and brown in color

2) PLD-LOC fittings compatible with Rainbird Professional Landscape

Dripline (PLD)

B. Drip Control Zone Kits

1. The valve, filter and pressure regulator assembly will be capable of operating between

20-120 PSI with a flow range of between 2 - 20 GPM.

2. The valve shall be a normally closed, electronically-actuated, hydraulic, remote-control valve. The valve shall be equipped with a non-rising stem-type, manual flow control mechanism. This mechanism will be operable by hand that will regulate flow from full on to completely off. When specified for use with reclaimed water, a reclaimed water identifier handle shall be available.

3. The standard solenoid shall be a 24 VAC unit with a 350 mA inrush current and 190 mA holding current at 60 cycles and a 370 mA inrush current and 210 mA holding current at 50 cycles. When specified, the unit shall be equipped with a DC latching solenoid for use with 12-volt battery-operated controllers. The solenoid shall be an encapsulated, one-piece unit with captive plunger. It shall be equipped with manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open.