9-04 Tech Specs (Landscape)-Jones Park Rennovations.pdf

Jones Park Improvements September 19, 2025 City of Temple, Texas Covey Planning + Landscape Architecture

SEALS PAGE 00 0107 -159

DOCUMENT 00 0107

SEALS PAGE

September 19, 2025 Covey Planning + Landscape Architecture Georgetown, Texas Tyler Richburg Texas Registration Number 3252

LANDSCAPE ARCHITECTURAL RESPONSIBILITY

SPECIFICATION SECTIONS:

04 05 13 Masonry Mortaring 04 22 00 Unit Masonry Assemblies 04 40 00 Landscape Stone Veneer 04 44 10 River Rock 04 44 20 Stone Boulders 05 52 00 Steel Fabrications 05 75 00 Weathering Steel Fabrications 09 96 00 High Performance Coatings 12 93 00 Site Furnishings 31 22 00 Landscape Grading 32 14 40 Landscape Stone Paving 32 15 00 Aggregate Surfacing 32 18 03 Synthetic Turf 32 84 00 Design Build Irrigation 32 92 00 Turf and Grasses 32 93 00 Planting 33 46 00 Subdrainage

MASONRY MORTARING 04 0513 - 160

SECTION 04 0513 - MASONRY MORTARING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mortar for masonry.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 04 2200 - Unit Masonry Assemblies.

3. Section 04 4000 - Landscape Stone Veneer

4. Section 31 1440 - Landscape Stone Paving

1.2 REFERENCES

A. ASTM International (ASTM):

1. C144 - Standard Specification for Aggregate for Masonry Mortar.

2. C150 - Standard Specification for Portland Cement.

3. C207 - Standard Specification for Hydrated Lime for Masonry Purposes.

4. C270 - Standard Specification for Mortar for Unit Masonry.

B. The Masonry Society (TMS):

1. 402 - Building Code for Masonry Structures.

2. 602 - Specification for Masonry Structures.

1.3 SUBMITTALS

A. Submittals for Review:

1. Samples: 1/2 inch x 1/2 inch x 3 inch long colored mortar samples.

B. Quality Control Submittals:

1. Test reports: Indicating mortar compliance with ASTM C270.

C. Mock-up

1. Size: 5 X 5 feet with associated stone mock-up

2. Show:

a. Mortar joint size, color, and profile.

3. Locate where directed.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with TMS 402 and 602.

B. Use same source or brand of masonry mortar materials for the duration of the project.

1.5 DELIVERY, STORAGE AND HANDLING

A. Deliver cement and lime in manufacturer's original, unopened packages or containers.

B. Protect materials from moisture absorption and damage; reject damaged containers.

C. Store aggregate to prevent inclusion of foreign matter.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturers - Colorants:

1. As indicated on the Material List in the construction drawings.

B. Substitutions: Approved equivalents.

2.2 MATERIALS

A. Portland Cement:

1. ASTM C150, Type I. Use Type III high-early strength for laying masonry in cold weather.

MASONRY MORTARING 04 0513 - 161

2. For exposed surfaces, provide cement from one source throughout project.

B. Aggregate:

1. ASTM C144, standard masonry type.

2. For exposed surfaces, provide aggregate from one source throughout project.

C. Lime: ASTM C207, Type S.

D. Colorant: Pure mineral oxide type; color to be selected from manufacturer's full color range.

E. Water: Clean and free from oils, acids, alkalies, organic matter, and other substances in amounts deleterious to mortar or metals in masonry.

2.3 MIXES

A. Mortar Mixes: To ASTM C270 using the Property Method.

1. Concrete unit masonry: Type S, gray for CMU, as indicated on the Material List in the construction drawings for brick.

2. Stone: Type S, as indicated on the Material List in the construction drawings for stone.

3. Stone Cap: Same as used with accompanying stone or brick veneer.

2.4 MIXING

A. Mix mortar in accordance with ASTM C270.

B. Mix using mechanical mixer. Hand mixing not permitted.

C. Mix approximately three-quarters of required water, all of cement and lime, and one-half of aggregate for minimum of 2 minutes.

D. Add remainder of water and aggregate; mix for minimum of 3 minutes.

E. Provide uniformity of color in exposed mortar.

F. Colorant may not exceed 9 pounds per 94 pound bag of cement.

G. Thoroughly mix ingredients in quantities needed for immediate use.

H. Discard lumpy, caked, frozen, and hardened mixes.

I. Mortar may be retempered by adding water as required. Use mortar within 2-1/2 hours after initial mixing at ambient temperatures below 80 degrees F and within 1-1/2 hours after initial mixing at ambient temperatures over 80 degrees F.

J. Do not add accelerators, retarders, water repellents, antifreeze compounds, or other additives without Landscape Architect's approval.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Follow requirements specified in referenced sections.

END OF SECTION

UNIT MASONRY ASSEMBLIES 04 2200 - 162

SECTION 04 2200 - UNIT MASONRY ASSEMBLIES

1.1 SUMMARY

A. Section Includes:

1. Concrete unit masonry.

2. Reinforcement and anchorage.

3. Accessories.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 04 0513 - Masonry Mortaring.

1.2 REFERENCES

A. ASTM International (ASTM):

1. A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

2. A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.

3. C90 - Standard Specification for Hollow Loadbearing Concrete Masonry Units.

4. C652 – Standard Specification for Hollow Brick (Hollow Masonry Units Made From Clay or Shale); 2004a.

B. The Masonry Society (TMS):

1. 402 - Building Code for Masonry Structures.

2. 602 - Specification for Masonry Structures.

C.

1.3 SUBMITTALS

A. Submittals for Review:

1. Product Data: Provide data for masonry units and on reinforcing, including sizes, profiles, materials, and finishes.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with TMS 402 and 602.

1.5 DELIVERY, STORAGE AND HANDLING

A. Store masonry off ground; prevent contact with materials that could cause staining or damage.

B. Protect reinforcement from corrosion.

1.6 PROJECT CONDITIONS

A. Environmental Requirements:

1. Hot weather requirements: If ambient temperature is over 95 degrees F or relative humidity is less than 50 percent, protect from direct sun and wind exposure for minimum 48 hours after installation. Comply with IMIAWC (HW).

2. Cold weather requirements: Do not use frozen materials or build on frozen work.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Recommended Manufacturers - Masonry Accessories:

1. Blok-Lok Ltd.

2. Dur-O-Wal.

3. Heckmann Building Products.

4. Hohmann and Barnard, Inc.

B. Substitutions: Approved equivalents.

UNIT MASONRY ASSEMBLIES 04 2200 - 163

2.2 MATERIALS

A. Concrete Masonry Units:

1. ASTM C90, hollow load bearing type, light weight, Type I - Moisture Controlled.

2. Size: As indicated on the drawings.

2.3 ACCESSORIES

A. Mortar: Specified in Section 04 0513.

B. Joint Reinforcement:

1. Ladder type; hot dip galvanized steel wire, ASTM A641/A641M, Class 3 galvanized after fabrication, 9 gage side rods with 9 gage cross ties.

2. Width: Nominal wall thickness less 1-1/2 inches.

3. Corner and tee fittings: Type to match reinforcement.

C. Reinforcing Bars:

1. ASTM A615/A615M, deformed billet steel, Grade 40 or 60.

2. Size: As indicated on the drawings.

D. Strap Anchors:

1. Bent steel shapes configured as required for specific situations, 1-1/4 inch width, 0.105 inch thick, lengths as required to provide not more than 1 inch and not less than ½ inch of mortar coverage from masonry face. Corrugated for embedment in masonry joint, hot dip galvanized to ASTM A 153/A 153M, Class B.

E. Weeps: Polyethylene tubing.

F. Cleaning solution: Non-acidic not harmful to masonry work or adjacent materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive masonry.

B. Verify that related items provided under other sections are properly sized and located.

C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.2 PREPARATION

A. Remove dirt, loose rust, and other foreign matter from reinforcement.

B. Direct and coordinate placement of metal anchors supplied for installation under other sections.

C. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing.

3.3 COURSING

A. Establish lines, levels and courses indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimensions. Form horizontal and vertical joints of uniform thickness.

C. Brick Units.

1. Bond: As indicated in the construction drawings.

2. Mortar Joints: As indicated in the construction drawings.

3.4 PLACING AND BONDING

A. Lay hollow masonry units with face shell bedding on head and bed joints.

B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

C. Remove excess mortar and mortar smears as work progresses.

D. Interlock intersections and external corners, except for units laid in stack bond.

E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.

F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

UNIT MASONRY ASSEMBLIES 04 2200 - 164

G. Isolate masonry partitions from vertical structural framing members with a control joint as indicated:

3.5 WEEPS / CAVITY VENTS

A. Place weep holes and vents in vertical stone joints where moisture may accumulate including base of walls, above shelf angles and flashings at 24 inches on center horizontally.

1. Install weeps per Manufacturer's instructions.

3.6 REINFORCEMENT AND ANCHORAGE - GENERAL

A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches on center.

B. Place continuous joint reinforcement in first and second joint below top of walls.

C. Lap joint reinforcement ends minimum 6 inches.

D. Reinforce stack bonded unit joint corners and intersections with strap anchors 16 inches on center.

3.7 BUILT-IN WORK

A. As work progresses, install built-in anchor bolts and plates and other items to be built into the work and furnished under other sections.

B. Install built-in items plumb, level, and true to line.

C. Do not build into masonry construction organic materials that are subject to deterioration.

3.8 TOLERANCES

A. Maximum Variation from Alignment of Columns: 1/4 inch.

B. Maximum Variation from Unit to Adjacent Unit: 1/16 inch.

C. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more.

D. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or more.

E. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft.

F. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft.

G. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch

3.9 CUTTING AND FITTING

A. Cut and fit for conduit, sleeves, and grounds. Coordinate with other sections of work to provide correct size, shape, and location.

B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.

3.10 CLEANING

A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

D. Use non-metallic tools in cleaning operations.

3.11 PROTECTION OF FINISHED WORK

A. Without damaging completed work, provide protective boards at exposed external corners which are subject to damage by construction activities.

B. Provide final protection and maintain conditions in a manner acceptable to Manufacturer and

Installer to ensure masonry is without damage and deterioration at the time of Substantial Completion.

LANDSCAPE STONE VENEER 04 4000 - 165

SECTION 04 4000 – LANDSCAPE STONE VENEER

PART 1- GENERAL

1.1 SUMMARY

A. Section Includes:

1. Stone veneer.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 04 0513 - Masonry Mortaring.

1.2 REFERENCES

A. ASTM International (ASTM):

1. A153/A153M - Standard Specification for Zinc-Coating (Hot Dip) on Iron and Steel Hardware.

2. A276 - Standard Specification for Stainless Steel Bars and Shapes.

3. C119 - Standard Definitions of Terms Relating to Natural Building Stones.

4. A666 - Standard Specification for Austenitic Stainless Steel, Sheet, Strip, Plate and Flat bar.

B. The Masonry Society (TMS):

1. 402 - Building Code for Masonry Structures.

2. 602 - Specification for Masonry Structures.

1.3 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Include location and sizes of pieces, arrangement and size of joints, anchorage details and other details of installation.

2. Product Data: Provide information on anchors including sizes, profiles, materials, and finishes.

3. Samples: 12 x 12 inch stone samples showing each color and finish.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Minimum 5 years documented experience in work of this Section.

B. Obtain stone from a single quarry and from the same area within the quarry.

C. Mockup:

1. Size: 5 X 5 feet.

2. Show:

a. Each stone color and texture range.

b. Mortar joint size, color, and profile.

c. Bond pattern.

d. Anchors.

3. Locate where directed.

D. Perform Work in accordance with TMS 402 and 602.

1.5 DELIVERY, STORAGE AND HANDLING

A. Store stone off ground; prevent contact with materials that could cause staining or damage.

B. Protect materials from moisture absorption and damage; reject damaged containers.

C. Store aggregate to prevent inclusion of foreign matter.

D. Protect anchors from corrosion.

1.6 PROJECT CONDITIONS

A. Wall Protection:

1. During erection, cover tops of partially completed walls with strong waterproof membrane at end of each day or work stoppage.

2. Extend cover minimum of 24 inches down both sides; hold securely in place.

B. Environmental Requirements:

LANDSCAPE STONE VENEER 04 4000 - 166

1. Hot weather requirements: If ambient temperature is over 95 degrees F or relative humidity is less than 50 percent, protect from direct sun and wind exposure for minimum 48 hours after installation.

2. Cold weather requirements: Do not use frozen materials or build upon frozen work.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Recommended Manufacturers - Anchors:

1. Blok-Lok Ltd.

2. Dur-O-Wal.

3. Heckmann Building Products.

4. Hohmann and Barnard, Inc.

B. Substitutions: Approved Substitutes

2.2 MATERIALS

A. Stone:

1. Type, size, color, and surface finish: Refer to Material List in the construction drawings.

2. Free from defects that could impair its structural integrity or function. Inherent variations characteristic to quarry from which it is obtained are acceptable.

3. Color within range of samples approved by Landscape Architect.

2.3 ACCESSORIES

A. Mortar: Specified in Section 04 0513.

B. Anchors: Stainless steel, ASTM A666, Type 304 C. Pins: Stainless steel, ASTM A276, Type 304.

D. Anchors: Formed steel wire, 9 gage thickness, eye and pintle type, hot dip galvanized, ASTM

A153/A153M, B2 finish.

E. Epoxy Adhesive: Two component type.

F. Cleaner: Type recommended by stone supplier.

2.4 FABRICATION

A. Cut adjacent pieces from same block wherever possible.

B. Fabricate stone for uniform coloration between adjacent units and over full area of installation.

C. Form external stone corners to quirk mitered joint profile. Clean jagged corners from stone in preparation for setting.

D. Fabricate for 3/8 inch beds and joints.

E. Cut or saw bed and joint surfaces square for full thickness of unit.

F. Slope exposed top surfaces of stone and horizontal sill surfaces for shedding water.

G. Cut drip slot in stone projecting more than 1 inch. Size slot not less than 1/4 inch wide and deep for full width of projection.

H. Provide holes and cutouts to accommodate items attached to stone.

I. Groove out edges of stone to recess anchors below setting bed.

J. Fabrication Tolerances:

a. Variation in width or height: Plus or minus 1/16 inch.

b. Variation in thickness: Plus or minus 1/8 inch.

c. Variation from true plane: Plus or minus 1/16 inch in 3 feet.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine surfaces to receive stone masonry and conditions under which stone will be installed, with installer present for compliance with requirements for installation tolerances and other conditions affecting performance of stone veneer.

LANDSCAPE STONE VENEER 04 4000 - 167

1. Examine substrate to verify that inserts, reinforcement, masonry ties, flashing and other items installed in unit masonry or concrete and required for or extending into stone masonry are correctly installed.

2. For record, prepare a written report endorsed by installer listing conditions detrimental to performance of stone veneer.

3. Do not proceed with installation until satisfactory conditions have been corrected.

3.2 PREPARATION

A. Establish lines, levels, and coursing. Protect from disturbance.

B. Clean stone prior to installation. Do not use wire brushes or implements that can mark or damage exposed surfaces.

C. Wet absorptive stone in preparation for placement to minimize moisture suction from mortar.

3.3 INSTALLATION - VENEER

A. Lay stone to pattern indicated on the Material Schedule and the Drawings with uniform 3/8 inch joints throughout.

B. Set stone level.

C. Set stone in full mortar setting bed; support stone over full bearing surface.

D. Anchors:

1. Space anchors to provide one tie per 2 square feet at maximum spacing of 16 inches on center horizontally.

2. Locate ties within 3 inches of ends of masonry walls.

E. Completely fill beds and joints, then rake out to depth indicated on the Material Schedule and in the Drawings.

F. Arrange stones for uniformity of appearance with color and size variations uniformly dispersed for an evenly blended appearance. Maintain a constant joint size throughout.

G. Installation Tolerances:

1. Maximum variation from level and plumb: 1/8 inch in 10 feet, noncumulative.

3.1 CUTTING AND FITTING

A. Obtain approval prior to cutting or fitting any item not so indicated on the Drawings.

B. Do not impair appearance or strength of stone work by cutting.

3.2 ADJUSTING

A. Remove and replace stone masonry of the following description.

1. Broken, chipped, stained or otherwise damaged stone. Stone may be repaired if the methods and results are approved by the Landscape Architect.

2. Defective joints.

3. Stone masonry and joints not matching approved samples and mockups.

4. Stone masonry not complying with other requirements indicated.

B. Replace in a manner that results in stone masonry matching approved samples and mockups, complying with other requirements and showing no evidence of replacement.

3.3 CLEANING

A. Clean stone with detergent and water applied with fiber brush.

B. If initial cleaning does not produce acceptable results, apply cleaner in accordance with manufacturer's instructions.

1. Protect adjacent surfaces.

2. Thoroughly rinse surfaces with clean water after completion of cleaning; remove all traces of cleaning solution.

3.4 PROTECTION

A. Protect stone subject to damage by use of non-staining sheet coverings.

RIVER ROCK 04 4410 - 168

SECTION 04 4410 - RIVER ROCK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. River Rock.

2. Washed Granite

3. Filter fabric.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 REFERENCES

A. ASTM International (ASTM) D698 – Standard Test Methods for laboratory Compaction Characteristics of Soil Using Standard Effort (12, 400 ft-lbf/ft) 600 kN-m/m).33

1.3 SUBMITTALS

A. Submittals for Review:

1. Samples: 1 gallon bag of each river rock illustrating color, size, and surface finish

2. 12 x 12 inch filter fabric samples.

1.4 QUALITY ASSURANCE

A. Furnish river rock from single source throughout work.

1.5 PROJECT CONDITIONS

A. Do not place river rock on soft, muddy, or frozen surfaces.

PART 2 - PRODUCTS

2.1 MATERIALS

A. River rock:

1. Type, size, and color: As indicated on the Material List in the construction drawings.

2.2 ACCESSORIES

A. Filter fabric: As indicated on the Material List in the construction drawings.

B. Herbicide: Non-selective type.

PART 3 - EXECUTION

3.1 PREPARATION

A. Correct irregularities in subgrade gradient and elevation by scarifying and reshaping.

B. Compact subgrade to minimum 95 percent of ASTM D698 standard proctor maximum dry density at or near optimum moisture content.

C. Apply herbicide in accordance with manufacturer’s recommendations. Allow vegetation to die before proceeding.

3.2 INSTALLATION

A. Place filter fabric over subgrade; install in accordance with manufacturer’s recommendations.

B. Spread river rock over subgrade depth as indicated on the Material List in the Construction drawings.

C. Finished top elevation of river rock is not to exceed the adjacent top of street curb or concrete walk at any point.

D. Smooth and contour surfaces to elevations and gradients as indicated on the drawings.

STONE BOULDERS 04 4420 - 169

SECTION 04 4420 – STONE BOULDERS

1.1 SUMMARY

A. Section Includes:

1. Natural Limestone boulders.

2. Sawn Limestone blocks

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 SUBMITTALS

A. Submittals for Review:

1. Color photographs of proposed boulders showing profile, color, and surface texture.

1.3 QUALITY ASSURANCE

A. Mockup:

1. Size: Minimum of two full-size stones.

2. Show stone size, color, and texture range.

3. Locate where directed.

1.4 DELIVERY, STORAGE AND HANDLING

A. Prevent contact with materials that could cause staining or damage.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Stone Boulders:

1. Type, size, and color: As indicated on the Material List in the construction drawings.

2. Free from defects that could impair its structural integrity or function. Inherent variations characteristic to quarry from which it is obtained are acceptable.

3. Color within range of samples approved by Landscape Architect.

PART 3 - EXECUTION

3.1 PREPARATION

A. Establish lines, levels, and coursing. Protect from disturbance.

3.2 INSTALLATION

A. Excavate to required lines and elevations. Form bottom of excavations smooth and level.

B. Set stone on compacted subbase; support stone over full bearing surface.

C. Bury 6” of all boulders below top of finished grade of specified material, unless noted otherwise in the construction drawings.

D. Stake all locations for boulders for approval prior to installation.

3.3 CLEANING

A. Clean stone with detergent and water applied with fiber brush.

B. If initial cleaning does not produce acceptable results, apply cleaner in accordance with manufacturer's instructions.

1. Protect adjacent surfaces.

2. Thoroughly rinse surfaces with clean water after completion of cleaning; remove all traces of cleaning solution.

STEEL FABRICATIONS 05 5200 -170

SECTION 05 5200 - STEEL FABRICATIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Fabricated steel.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 09 9600 – High-Performance Coatings

1.2 REFERENCES

A. American Welding Society (AWS) D1.1 - Structural Welding Code - Steel.

B. ASTM International (ASTM):

1. A36/A36M - Standard Specification for Carbon Structural Steel.

2. A123/A123M - Standard Specification for Zinc (Hot-Galvanized) Coatings on Iron and

Steel Products.

3. A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes.

4. A501 - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel

Structural Tubing.

5. A780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip

Galvanized Coatings.

6. E985 - Standard Specification for Permanent Metal Railing Systems and Rails for

Buildings.

7. A108 – Standard Specification for Steel Bars, Carbon Cold-Finished, Standard Quality.

8. A283 – Standard Specification for Low and intermediate Tensile Strength Carbon Steel

Plates, Shapes and Bars.

9. A325 – Standard Specification for Structural, Bolts, Steel, Heat Treated, 120/105 ksi , Minimum Tensile Strength; 2000.

10. A153/A 153M – Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Hardware; 2000.

1.3 SYSTEM DESCRIPTION

A. Minimum design loads:

1. Concentrated lateral force of 250 pounds at any point.

2. Uniform load of 50 pounds per linear foot applied in any direction.

3. Maximum deflection under loading: L/120.

4. Concentrated and uniform loads do not need to be applied simultaneously.

B. Fabricate handrails and railings in accordance with ASTM E985.

1.4 SUBMITTALS

A. Shop Drawings for Review:

1. Show dimensions, metal thicknesses, finishes, joints, attachments, and relationship of work to adjacent construction. Verify all measurements at the site.

2. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories.

3. Indicated welded connections using standard AWS welding symbols. Indicate net weld lengths.

B. Product Data for Review:

1. Provide manufacturer’s current catalog cuts, data sheets and installation instructions for all hardware.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Minimum 3 years documented experience in work of this Section.

B. Field Measurements: Make all field measurements as required prior to fabrication and installation.

STEEL FABRICATIONS 05 5200 -171

C. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly.

D. Coordination: Where concrete, masonry or other materials must be set to exact locations to receive work, furnish assistance and direction necessary to permit other trades to properly locate their work.

E. Templates and Built-ins: Furnish all anchors, fastenings, sleeves, setting templates and layouts affecting or installed in the work of other trades.

F. Replacement: Replace all damaged work at no cost to the owner G. Perform work in accordance with ASTM E985.

PART 2 - PRODUCTS

2.1 MATERIALS - STEEL

A. Shapes: ASTM A36/A36M.

B. Pipe: ASTM A501.

C. Tube: ASTM A500.

D. Plate: ASTM 283 E. Bar: ASTM A108

2.2 ACCESSORIES

A. Bolts, nuts and washers: ASTM 307.

B. Anchoring Cement: Non-shrink cementitious type.

2.3 FABRICATION

A. Fabricate from steel pipe or tube stock of sizes indicated.

B. Fabricate from steel bar and plate stock of sizes indicated.

C. Make bends uniform and free from buckles and other defects.

D. Cut intersections square to within 2 degrees and to length within 1/8 inch. Remove burrs from cut ends.

E. Miter and cope intersections within 2 degrees, fit to within 1/8 inch.

F. Continuously weld connections. Welding to conform to AWS D1.1. Grind exposed welds smooth.

G. Where rail length exceeds that suitable for shipping and handling, fabricate rails in sections with concealed internal sleeves forming slip joints. Extend sleeves minimum 2 inches on both sides of joint; field weld and grind smooth.

H. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

I. Fabricate components with joints tightly fitted and secured.

J. Accommodate for expansion and contraction of members and structure movement without damage to connections or members.

K. Provide anchors, plates, or angles required for connecting to structures.

L. Exposed Mechanical Fastenings: Provide flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.

M. Exterior Components: Continuously seal joined pieces by continuous welds. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion.

2.4 FINISHES

A. Shop applied prime coat as specified in Section 09 9600 – High Performance Coatings.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify all measurements at the job.

B. Verify that field conditions are acceptable and are ready to receive work.

C. Notify Landscape Architect of any condition or defects which would interfere with installation.

Starting work implies acceptance or surfaces as satisfactory.

STEEL FABRICATIONS 05 5200 -172

3.2 INSTALLATION

A. Install in accordance with approved Shop Drawings.

B. Set plumb and level, accurately fitted, free from distortion and defects.

C. Allow for erection loads, and for temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

D. Mechanically fasten joints butted tight, flush, and hairline.

E. Installation Tolerances to be maximum offset from true alignment: 1/4 inch.

F. Install sleeved components with anchoring cement.

G. Do all cutting, shearing, drilling, punching, threading, etc., required for site metalwork or for attachment of adjacent work. Drill or punch holes do not use a cutting torch. Shearing and punching shall leave true lines and surfaces.

H. Field weld anchors as indicated on shop drawings.

1. Perform field welding in accordance with AWS D1.1.

2. Touch-up welds with primer. Grind welds smooth and flush. Protect all adjacent surfaces from damage due to weld sparks, splatter, or tramp material.

3. Faulty and Defective Welding: Chip out and replace all welding showing cracks, slag, inclusion, lack of fusion, bad undercut or other defects ascertained by visual or other means of inspection. Replace and re-weld at no cost to the owner.

I. Bolted, Screwed and Riveted connections:

1. Bolts and Screws: Use bolts and screws for field connections only and as indicated on the Shop Drawings. Provide washers under all heads and nuts. Draw all nuts tight and nick threads of permanent connection to prevent loosening. Use beveled washers where bearing is on sloped surfaces.

2. Rivets: Machine drive tight all rivets with heads centered, countersunk and finished flush and smooth.

3. Conceal bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings. Form joints exposed to weather to exclude water.

3.3 ADJUSTING

A. Clean and touch up galvanized coatings at welded and abraded surfaces in accordance with

ASTM A780, Annex A2.

B. Clean and touch up damaged primer paint with same product as applied in shop.

C. Apply high performance coating system as specified in Section 09 9600.

Jones Park Improvements July 25, 2025

WEATHERING STEEL FABRICATIONS 05 7500 - 173

SECTION 05 7500 - WEATHERING STEEL FABRICATIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Weathering steel fabrications.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 REFERENCES

A. American Welding Society (AWS) D1.1 - Structural Welding Code - Steel.

1.3 SUBMITTALS

A. Shop Drawings for Review:

1. Show dimensions, metal thicknesses, finishes, joints, attachments, and relationship of work to adjacent construction. Verify all measurements at the site.

2. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories.

3. Indicated welded connections using standard AWS welding symbols. Indicate net weld lengths.

B. Product Data for Review:

1. Provide manufacturer’s current catalog cuts, data sheets and installation instructions for all hardware.

1.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Minimum 3 years documented experience in work of this Section.

B. Field Measurements: Make all field measurements as required prior to fabrication and installation.

C. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly.

D. Coordination: Where concrete, masonry or other materials must be set to exact locations to receive work, furnish assistance and direction necessary to permit other trades to properly locate their work.

E. Templates and Built-ins: Furnish all anchors, fastenings, sleeves, setting templates and layouts affecting or installed in the work of other trades.

F. Replacement: Replace all damaged work at no cost to the owner

PART 2 - PRODUCTS

2.1 MATERIALS - STEEL

A. Weathering Steel: As indicated on the Material List in the construction drawings.

2.2 ACCESSORIES

A. Bolts, nuts and washers: ASTM 307.

B. Anchoring Cement: Non-shrink cementitious type.

2.3 FABRICATION

A. Make bends uniform and free from buckles and other defects.

B. Cut intersections square to within 2 degrees and to length within 1/8 inch. Remove burrs from cut ends.

C. Miter and cope intersections within 2 degrees, fit to within 1/8 inch.

D. Continuously weld connections. Welding to conform to AWS D1.1. Grind exposed welds smooth. Tack welds prohibited on all exposed surfaces.

E. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

WEATHERING STEEL FABRICATIONS 05 7500 - 174

F. Fabricate components with joints tightly fitted and secured.

G. Accommodate for expansion and contraction of members and structure movement without damage to connections or members.

H. Provide anchors, plates, or angles required for connecting to structures.

2.4 FINISHES

A. Weathering Steel: Natural Finish.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify all measurements at the job.

B. Verify that field conditions are acceptable and are ready to receive work.

C. Notify Landscape Architect of any condition or defects which would interfere with installation.

Starting work implies acceptance or surfaces as satisfactory.

3.2 INSTALLATION

A. Install in accordance with approved Shop Drawings.

B. Set plumb and level, accurately fitted, free from distortion and defects.

C. Allow for erection loads, and for temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.

D. Mechanically fasten joints butted tight, flush, and hairline.

E. Installation Tolerances to be maximum offset from true alignment: 1/4 inch.

F. Install sleeved components with anchoring cement.

G. Do all cutting, shearing, drilling, punching, threading, etc., required for site metalwork or for attachment of adjacent work. Drill or punch holes, do not use a cutting torch. Shearing and punching shall leave true lines and surfaces.

H. Field weld anchors as indicated on shop drawings.

1. Perform field welding in accordance with AWS D1.1.

2. Grind welds smooth and flush. Protect all adjacent surfaces from damage due to weld sparks, splatter, or tramp material.

3. Faulty and Defective Welding: Chip out and replace all welding showing cracks, slag, inclusion, lack of fusion, bad undercut or other defects ascertained by visual or other means of inspection. Replace and re-weld at no cost to the owner.

HIGH PERFORMANCE COATINGS 09 9600 - 175

SECTION 09 9600 - HIGH-PERFORMANCE COATINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Paint applied to steel fabrications.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 05 5200 - Steel Fabrications.

1.2 REFERENCES

A. Society for Protective Coatings (SSPC) - Painting Manual.

1.3 SUBMITTALS

A. Submittals for Review:

1. Samples: 3 x 3 inch coating samples showing available colors.

2. Product Data: Manufacturer’s current catalog cuts and data sheets.

1.4 QUALITY ASSURANCE

A. Applicator Qualifications: Minimum 5 years documented experience in work of this Section.

1.5 PROJECT CONDITIONS

A. Apply coatings under dry and dust free conditions.

B. Ambient Temperature: Between 60 and 90 degrees F.

C. Humidity: Less than 50 percent.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. As indicated on the Material List in the construction drawings.

B. Substitutions: Approved substitutes.

2.2 MATERIALS

A. Coatings: As per the manufacturer’s instructions for each coating.

2.3 ACCESSORIES

A. Thinners and Cleaners: Types recommended by manufacturer.

2.4 MIXES

A. Mix materials in accordance with manufacturer's instructions.

PART 3 - EXECUTION

3.1 PREPARATION

A. Clean surfaces by SSPC SP2 - Hand Tool Cleaning, or SP3 - Power Tool Cleaning method.

3.2 APPLICATION

A. Apply coatings in accordance with manufacturer's instructions.

B. Apply primer immediately after surface preparation to prevent contamination of surface.

C. Apply coatings uniformly without visible laps, sags, curtains, holidays, and objectionable brush marks.

D. Allow each coat to cure completely before applying additional coats.

E. Ensure that each coat is undamaged prior to applying succeeding coat.

3.3 ADJUSTING

A. Touch up damaged and disfigured surfaces or refinish as required.

HIGH PERFORMANCE COATINGS 09 9600 - 176

3.4 CLEANING

A. Remove coatings from adjacent surfaces.

SITE FURNISHINGS 12 93 00 - 177

SECTION 12 93 00 - SITE FURNISHINGS

PART 1- GENERAL

1.1 SUMMARY

A. Section Includes:

1. Benches.

2. Tables

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Indicate locations, dimensions, attachment, and relationship to adjacent construction.

PART 2 - PRODUCTS

2.1 MANUFACTURED UNITS

A. Site Furnishings: As indicated on the Material List in the Construction Drawings

2.2 ACCESSORIES

A. Anchors: Type best suited to application; stainless or corrosion resistant coated steel with vandal resist heads. Paint exposed installation hardware to match site furnishings.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install furnishings in accordance with manufacturer's instructions and approved Shop

Drawings.

B. Set plumb, level, and rigid.

C. Finished elevations of installed site furnishings is to meet or exceed the current Texas

Accessibility Standards.

END OF SECTION 12 93 00

LANDSCAPE GRADING 31 22 00 - 178

SECTION 31 22 00 - LANDSCAPE GRADING

PART 1– GENERAL

1.1 RELATED DOCUMENTS

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

Conditions and Division 1 Specifications Sections, apply to this Section

1.2 SUMMARY

A. Section Includes:

1. Cutting and grading of landscape planting areas of the site.

2. Related Sections: The following Sections contain requirements that relate to this

Section.

a. Section 04 44 10 - River Rock

b. Section 32 92 00 - Turf and Grasses

c. Section 32 93 00 - Planting

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

3.1 CUTTING AND GRADING

A. Excavate subsoil to permit placement of structures, paving, and site improvement, and from areas to be regraded.

B. Uniformly grade areas to smooth surface at required grades and elevations. Adjust contours to eliminate water ponding and provide positive drainage. Make grade changes gradually.

Blend slopes into level areas.

C. Excavate and haul-off or leave areas to receive topsoil to depth indicated in Section 32 9200

- Turf and Grasses below final required grade.

D. Excavate and haul-off or leave areas to receive planting bed mix to a depth indicated in Section 32 9300 - Planting below final required grade.

E. Excavate and haul-off or leave areas to receive river rock to a depth indicated in Section 04 4410 - River Rock below final required grade.

F. Tolerances: Within plus or minus 1 inch of required subgrade elevation.

3.2 CLEANING

A. Remove surplus materials and those not suitable for reuse from site.

3.3 PROTECTION

A. Protect graded areas from traffic and erosion; keep free of trash and debris.

B. Repair settled, eroded, or rutted areas.

END OF SECTION 31 22 00

LANDSCAPE STONE PAVING 32 1440-203

SECTION 32 1440 - LANDSCAPE STONE PAVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Stone pavers on concrete sub-slab.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Section 04 0513 - Masonry Mortaring.

1.2 REFERENCES

A. The Masonry Society (TMS):

1. 402 - Building Code for Masonry Structures.

2. 602 - Specification for Masonry Structures.

1.3 SUBMITTALS

A. Submittals for Review:

1. Samples: (3) 18” diameter stone samples showing size range, color range, and surface texture.

1.4 QUALITY ASSURANCE

A. Perform Work in accordance with TMS 402 and 602.

B. Mockup:

1. Size: Minimum 4 x 4 feet.

2. Show: Paver size, color and surface texture, maximum color range, paver pattern, and joint profile.

3. Locate where directed.

1.5 DELIVERY, STORAGE AND HANDLING

A. Store stone off ground; prevent contact with materials that could cause staining or damage.

1.6 PROJECT CONDITIONS

A. Environmental Requirements:

1. Do not install mortar when surrounding air or substrate surface temperature is below 40 degrees F or above 90 degrees F during or 48 hours after completion of the work.

2. Do not install mortar when wind velocity exceeds 15 MPH or relative humidity exceeds 70 percent.

3. At end of working day and during rainy weather, cover work exposed to weather with waterproof coverings, securely anchored.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Stone Pavers:

1. Type, size, and surface finish: As indicated on the Material List in the construction drawings.

2. Free from defects that could impair its structural integrity or function. Inherent variations characteristic to quarry from which it is obtained are acceptable.

3. Color within range of samples approved by Landscape Architect.

B. Setting and Pointing Mortar: Specified in Section 04 0513 Masonry Mortaring.

2.2 ACCESSORIES

A. Joint Sealer: Submit color samples.

B. Masonry Cleaner: Type recommended by stone supplier.

2.3 MIXES

A. Mortar Mix: Specified in Section 04 0513 Masonry Mortaring.

LANDSCAPE STONE PAVING 32 1440-204

PART 3 - EXECUTION

3.1 INSTALLATION OF PAVERS

A. Set paver units in full mortar bed minimum 1/2 inch thick, to support pavers over full bearing surface.

B. Place reinforcement at mid height of bed thickness.

C. Place pavers in patterns indicated on the Material Schedule and on the Drawings.

D. Rake out joints to 3/8 inch depth.

E. Joint width: 1/4 inch, plus or minus 1/8 inch.

F. Fill joints with pointing mortar. Pack and work into voids. Tool joints to flush, smooth profile.

G. Allowable Tolerances: Surfaces true to level or indicated slopes with plus or minus 1/4 inch in

10 feet tolerance.

H. Place half units or special shaped units at edges and interruptions. Machine saw partial units.

3.2 INSTALLATION OF CONTROL JOINTS

A. Place control joints over joints in substrate, where pavers abut dissimilar materials.

B. Form joints to minimum 1/2 inch width or to width of joint in substrate.

C. Fill joints with joint sealer:

1. Apply products in accordance with manufacturer's instructions.

2. Fill joints full without air pockets, embedded materials, ridges, and sags.

3. Apply sealer within recommended temperature range.

3.3 CLEANING

A. Protect adjacent and underlying surfaces.

B. Apply masonry cleaner in accordance with manufacturer's instructions.

C. Thoroughly rinse surfaces with clean water after completion of cleaning; remove all traces of cleaning solution.

AGGREGATE SURFACING 32 15 00 - 179

SECTION 32 15 00 - AGGREGATE SURFACING

PART 1- GENERAL

1.1 SUMMARY

A. Section Includes:

1. Decomposed granite

2. Filter fabric

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 REFERENCES

A. ASTM International (ASTM) D698 - Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) (600 kN-m/m3).

1.3 SUBMITTALS

A. Submittals for Review:

1. Samples:

a. 1 gallon container of proposed aggregate illustrating color, size, and gradation.

b. 12 x 12 inch soil barrier samples.

1.4 QUALITY ASSURANCE

A. Furnish aggregate from single source throughout Work.

1.5 PROJECT CONDITIONS

A. Do not place aggregate on soft, muddy, or frozen surfaces.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Decomposed granite: As indicated on the Material List in the construction drawings.

2.2 ACCESSORIES

A. Soil Barrier: As indicated on the Material List in the construction drawings.

B. Herbicide: Non-selective type.

PART 3 - EXECUTION

3.1 PREPARATION

A. Correct irregularities in subgrade gradient and elevation by scarifying and reshaping.

B. Compact subgrade to minimum 95 percent of ASTM D698 standard Proctor maximum dry density at or near optimum moisture content. Only light compaction within a 5 radius of all trees and Agaves.

C. Apply herbicide in accordance with manufacturer’s instructions. Allow vegetation to die before proceeding.

3.2 INSTALLATION

A. Place soil barrier over subgrade; install in accordance with manufacturer's instructions.

B. Spread decomposed granite over subgrade in maximum 2-inch lifts.

C. Level and contour surfaces to elevations and gradients indicated.

D. Finished top elevation of decomposed granite is not to exceed the adjacent top of street curb at any point.

AGGREGATE SURFACING 32 15 00 - 180

E. If necessary, add small quantities of fine aggregate to assist in compaction and leveling.

F. Use mechanical tamping equipment in areas. Do not use gas powered roller compaction equipment.

G. Tolerances: No birdbaths will be permitted.

Maximum variation from flat surface: 1/4 inch in 10 feet.

1. Maximum variation from thickness: 1/4 inch.

2. Maximum variation from elevation: 1/2 inch.

END OF SECTION 32 15 00

SYNTHETIC TURF 32 1813-1

SECTION 32 1813 - SYNTHETIC TURF

PART 1- GENERAL

1.1 SUMMARY

Section Includes:

1. Synthetic turf.

Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 SUBMITTALS

Submittals for Review:

Product Data: Manufacturer's descriptive data.

1. Samples: 12 x 12 inch samples showing color and finish.

1.3 QUALITY ASSURANCE

Installer Qualifications:

Minimum 5 years documented experience in work of this Section.

1. Approved by synthetic turf manufacturer.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Synthetic turf: Refer to drawings.

2.2 ACCESSORIES

A. Fasteners: Galvanized steel staples or spikes, length as recommended by the synthetic turf manufacturer.

B. Seaming Cloth and Adhesive: As recommended by the synthetic turf manufacturer.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Verify dye match before cutting to ensure minimal variation between dye lots.

B. Roll out turf without wrinkles, puckers, and gaps.

C. Join seams with seaming cloth and adhesive. Form seams straight and free of ridges or gaps.

D. Secure edges with spikes or staples at maximum 24 inches on center. Randomly secure field of turf with spikes or staples.

A. Tolerances:

1. Maximum variation from true surface: ¼ inch in 10 feet.

DESIGN BUILD IRRIGATION 32 8410-1

SECTION 31 8410 - DESIGN BUILD IRRIGATION

PART 1 - GENERAL

1.1 SUMMARY

A. Guidelines for licensed Irrigation contractor provided design-build Irrigation Plans, Details and Installation.

B. The Irrigation contractor shall provide approved Design-Build Irrigation Plans and Details for the installation an underground fully automatic Irrigation System for proposed trees, shrubs, groundcover and turf within the “permanent irrigation” project limits. Should any planting areas be located outside of the limits of the permanent irrigation then those areas shall receive temporary irrigation until established. The water source for temporary irrigation shall include construction type fire hydrant water meters connected to above ground piping and heads or an alternate method submitted and approved by the City.

C. Upon approval, the contractor’s Design-Build Irrigation Plan and Details shall be used to obtain the Irrigation Installation Permit.

D. Upon completion, the contractor is to provide “as-builts” in electronic format (most current version of Autocad) and a legible printed hardcopy to scale (drawings to be no larger than 30 scale).

1.2 GENERAL CONDITIONS

A. The requirements of the "General Conditions of the Contract" and of Division 1, "General Requirements," shall apply to all work of this Section with the same force and effect as though repeated in full herein.

1.3 INSTALLATION REQUIREMENTS

A. Ordinances, Codes and Regulations: All local, municipal, state laws and rules / regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications. Their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations and requirements of the same.

B. Permits and Fees: The Contractor shall obtain, provide and pay for all required permits, tap fees, impact or capital recovery fees and all observations as required.

C. Contractor is to contact appropriate authorities and locate all utilities prior to construction.

D. Contractor to provide all tools / equipment necessary to complete the job. If contract is terminated for cause, the City of Georgetown can retain all materials necessary to complete the project.

1.4 DESIGN REQUIREMENTS

A. Trees, shrubs/groundcover and turf areas are to be zoned separately.

B. Pipe shall be sized to allow a maximum flow velocity of five feet per second.

C. Operating pressure at all rotary head nozzles shall be a minimum 45 PSI.

D. Operating pressure at all spray nozzles shall be a minimum 25 PSI.

DESIGN BUILD IRRIGATION 32 8410-2

E. Operating pressure at all drip zones shall be a minimum 25 PSI.

F. Operating pressure at all tree bubbler zones shall be a minimum 25 PSI.

G. Manufacturer’s installation guidelines shall be followed.

H. Controllers shall be “two wire” type with decoders for all electric valves. Two wire installation to have no direct buried splices (all in a value box) with 3M or Rainbird DBY’s or manufacturer approved equivalent. Grounding / surge protection to be installed according to manufacturer specifications and marked on the as-built documents. Contractor to leave 4’ extra wire at each splice and install folded or coiled in irrigation boxes.

I. Electric powered controllers should be Hunter / Rainbird or Baseline products are to be provided for the base bid. During bidding the irrigation contractor may submit an additional and alternate price for a separate manufacturer’s controller that allows remote access and provides alarms on malfunctions.

J. Zones shall be sized to allow 1” precipitation to landscape areas within 24 hours of system operation per week.

K. Pop-up heads are to be Hunter or Rainbird. Rotary heads are to include stainless steel risers.

L. Pop-up heads have a check valve and irrigation pipe shall be schedule 40 PVC – No class 200, No ½” pipe or “funny pipe” shall be permitted.

M. Manual isolation valves shall allow system shut-down without turning off the water meters.

N. Backflow prevention devices shall include lockable, heated, and insulated enclosures.

O. Provide rain and freeze sensors for the irrigation controller.

P. Provide a brass fitting (minimum 18” long) between the water meter and the master valve.

Q. Valves are to be Hunter products.

R. Provide two (2) tree bubblers per all ornamental and shade trees.

1.5 SUBMITTALS

A. Design-Build…