Yorba Linda City Council
August 5, 2025

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. Location of Sleeves: Where conduits pass through concrete walls, suspended slabs or metal deck floors, install sleeves of adequate size to permit installation of conduit. Sleeves shall be installed prior to pouring of concrete and shall have ends flush with the wall or extend 2 inches above floor surfaces. Verify locations.

4. Wherever conduit extends through roof, install flashings in accordance with drawings and details.

5. Contractor shall be responsible for cutting and patching which may be required for the proper installation of the electrical work.

6. Protect work, materials and equipment and provide adequate and proper storage facilities during the progress of the work. Storage outdoors shall be weather protected and shall include space heaters to prevent condensation. Provide for the safety and good condition of all work until final acceptance of the work. Replace all damaged or defective work, materials and equipment before requesting final acceptance.

7. Conduit and Equipment to be Installed: Clean thoroughly to remove plaster, spattered paint, cement and dirt on both exterior and interior. All underground conduits shall be mandrelled prior to pulling wire.

8. Conduit and Equipment to be Painted: Clean conduit exposed to view in completed structure by removing plaster and dirt. Remove grease, oil and similar material from conduit and equipment by wiping with clean rags and suitable solvents in preparation for paint.

9. Items with Factory Finish: Remove cement, plaster, grease and oil, and leave surfaces, including cracks and corners, clean and polished. Touch up scratched or bare spots to match finish.

10. Site Cleaning: Remove from site all packing cartons, scrap materials and other rubbish on a weekly basis. Vacuum out all cabinets, switchgear and panels and junction boxes prior to pulling any conductors.

11. Electrical equipment and materials exposed to public and in finished areas shall be finish-painted after installation in accordance with the Painting Section. All exposed screw-type fasteners, exterior, or interior in restrooms, shall be vandal-resistant spanner type; include tool.

N. Excavation, Cutting and Patching:

1. Excavating, trenching and backfilling required for the work of this Division in accordance with the applicable requirements of Division 2. Excavating and backfilling connected with electrical work, repaving cuts and providing and maintaining protective measures for the electrical work excavation required by the governing authorities having jurisdiction shall be performed as a part of the work of this Division.

2. Verify openings indicated on the drawings. Provide all cutting, patching and reinforcement of the construction of the building as required to install electrical work.

O. Tests

1. Equipment and systems for which the National Electrical Testing Association (NETA) has an approved or recommended procedure, shall be tested in accordance with that procedure. Test values shall equal values

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA
recommended by NETA. Copies of test reports shall be submitted as required under shop drawing submittals.

2. Resistance to ground tests shall be accomplished by a qualified independent testing firm to measure resistance to ground at grounding electrodes. Make tests before slabs or affected areas are poured in order that corrective measures, if required, may be taken. Submit a report showing the results of these measurements. If the resistances exceed values specified elsewhere or NETA test procedure recommendations, perform corrective measures required to reduce resistance to acceptable values.

3. Prior to energizing any motor, measure the service voltage for phase balance and report if unbalance exceeds 1% from mean.

4. Measure the three-phase voltage at no load and at maximum load conditions and submit to the engineer a report showing the results of these measurements.

5. Upon completion of the work and adjustment of all equipment, conduct an operating test. Conduct the test in the presence of an authorized representative of the Owner's Representative. Demonstrate system and equipment to operate in accordance with requirements of the Contract Documents and to be free from electrical and mechanical defects. Provide systems free from short circuits and grounds and show an insulation resistance between phase conductors and ground not less than the requirements of the governing electric code. Test circuits for proper neutral connection.

6. Complete tests prior to final inspection of project, including corrective work based on the results of the tests.

7. Perform special tests on systems and equipment as specified herein using personnel qualified to perform such tests.

P. Protection: Protect finish parts of the materials and equipment against damage during the progress of the work and until final completion and acceptance. Cover materials and equipment in storage and during construction in such a manner that no finished surfaces will be damaged or marred. Keep moving parts clean, dry and lubricated.

Q. Cleaning Up:

1. Upon completion of the work and at various time during the progress of the work, remove from the building all surplus materials, rubbish and debris resulting from the work of this Division.

2. Thoroughly clean switchgear including busses, apparatus, exposed conduit, metal work including the exterior and interior, and accessories for the work of this Division, of cement, plaster and other deleterious materials; remove grease and oil spots with cleaning solvent; carefully wipe surfaces and scrape cracks and corners clean.

3. Thoroughly polish chromium or plated work. Remove dirt and stains from lighting fixtures.

4. Leave the entire installation in a clean condition.

R. Completion:

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. The work will not be reviewed for final acceptance until operating and maintenance data, manufacturer's literature, panel directories and nameplates specified herein have been approved and properly posted or installed and final cleaning of equipment and premises has been completed.

2. When the installation is complete and adjustments have been made, operate the system for a period of one week, during which time demonstrate that systems are completed and operating in conformance with the specifications.

S. Operating and Maintenance Data: Submit complete and at one time, prior to acceptance of the installation, 4 copies of manufacturer's instructions for operation and maintenance of electrical equipment, including replacement parts lists. As specified in Division 01
T. Inspection and Acceptance Procedures: The Architect will submit observation reports periodically during the construction phase detailing Contract deficiencies. The Contractor is responsible for making corrections immediately. Notice of Completion of the project will not be made until all items have been corrected.

U. Final Completion of Electrical Systems:

1. Prior to Final Completion of operating electrical systems, the Contractor shall:
a. Provide materials of the type and quality specified and as necessary for proper operation, tested and ready for use.
b. Furnish the required Operating and Maintenance Data/Manuals. c. Clean up of the project pertaining to this Division of the work. d. After installation has been completed and adjustments made, operate the system for a period of one week, during which time, demonstrate to the Architect that systems are complete and operating in conformance with Contract Documents.
e. Conduct tests required and as specified in this Division and submit test reports and corrective actions taken.
f. Submission of warranties and guarantees.

2. Final Completion of Work Shall be Contingent On:
a. Contractor replacing defective materials and workmanship. b. Upon completion of work and adjustments made, Contractor shall conduct an operating test for each system for approval at such time as Architect directs. Conduct test in presence of authorized representative of Architect and demonstrate that systems and equipment do operate in accordance with requirements of the Contract Documents and are free from electrical and mechanical defects. c. Contractor shall provide the necessary training programs and instructions to the Owner's representative. Number of hours shall be a minimum of four (4) hours for each system or days as required under separate Sections of these Specifications. Complete operation and maintenance manuals shall be provided at least two (2) weeks prior to training.

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 9

BRYANT RANCH COURTS, CITY OF YORBA LINDA
d. Submit copies of manufacturer's instructions and maintenance of electrical equipment including replacement parts lists. Each set shall include one set of shop drawings of equipment installed.

V. Submittals for Change Orders: When changes are made during the construction phase, deletions and additions shall be presented in a manner that will indicate the cost of each item of material and corresponding labor.

Markup shall be then added in accordance with the requirements of the General Conditions as modified by the Supplementary Conditions.

W. The Contractor at a time convenient to the Owner shall provide instruction to the Owner's operating personnel in the proper operation and maintenance of all equipment and systems. The instructors shall have received factory training and shall be thoroughly familiar with the equipment installed. The operating personnel shall receive the number of days instruction as indicated in other sections.

1.3 PROJECT RECORD DOCUMENTS
A. Record Drawings: CAD: Use a computer aided drafting (CAD) system in the preparation of record drawings for this Project. Acceptable CAD systems shall be capable of producing files in AutoCAD Version 2012 compatible DWG or DXF format. Owner's consultant will furnish CAD backgrounds for use by the Contractor after construction is 85% complete except where prohibited by Contract.

B. Record Set During the Work: At site, maintain at least one set of Drawings as a Field Record Set. Also maintain at least one copy of all Addenda, Modifications, approved submittals, correspondence, and transmittals at site. Keep Drawings and data in good order and readily available to Architect and Owner.

C. Changes: Clearly and correctly mark Record Drawings to show changes made during the construction process at the time the changed work is installed. No such changes shall be made in the work unless authorized by the Architect.

D. Final Record Drawings: Conform to Division 01 requirements.

E. Preparation of Final Record Drawings: Contractor shall transfer recorded changes in the work indicated on the Field Record Set to the record set. Changes shall be neatly and clearly drawn and noted by skilled draftsmen, and shown technically correct.

F. Approval: Prior to Architect's inspection for Substantial Completion, submit the Final Record Drawings to the Architect for review, and make such revisions as may be necessary for Final Record Drawings to be a true, complete, and accurate record of the work.

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 10

BRYANT RANCH COURTS, CITY OF YORBA LINDA
G. Manuals: Obtain data from the various manufacturers and submit instruction, operation, and maintenance manuals as required and to the extent required under other Sections.

H. At all times when the work is in progress, maintain at the workplace, fabrication shop or Project Site as applies, a complete separate, clean, undamaged set of the latest stamped, actioned submittals. As work progresses, maintain records of "as installed" conditions on this set in suitable ink or chemical fluid. Update the set daily. After successful completion of Project Site testing specified herein, and after completion of Punch List corrections, copy all records of "as installed" conditions on to originals.

I. Quantity:

1. Review sets: As for Shop and Field Drawings.

2. Record set: Refer to Division 01.

J. Content: All drawings required under "Field and Shop Drawings". Show "as installed" condition. Where room designations according to Project permanent signage differ from construction designations in the Contract Documents, show both designations.

K. Warranty Certificates: Comply with Division 01.

PART 2 - COMMISSIONING

2.1 COMMISSIONING OF ELECTRICAL SYSTEMS
A. Include cost for commissioning requirements in the contract price.

B. Attend commissioning meetings scheduled by the CxA.

C. Prepare preliminary schedule for indoor lighting system inspections, O&M manual submission, training sessions, lighting controls testing, system verification, performance testing, and system completion for use by the CxA.

Update schedule as appropriate throughout the construction period and provide updated schedule to the commissioning team.

D. Verify proper installation and performance of all electrical services provided.

E. Complete Title 24 Certificate(s) of Installation and manufacturer’s pre-start checklists prior to scheduling startup of HVAC and electrical equipment.

1. Retain Certificate(s) of Installation in a 3-ring binder in an organized fashion. Binder is to remain on the job site

2. Make Certificate(s) of Installation available for CxA review upon request.

3. Retain calibration records for equipment provided with manufacturer calibrated sensors in the Certificate(s) of Installation binder.

F. Where applicable, complete the Certificate(s) of Acceptance per the contract documents.

1. Retain Certificate(s) of Acceptance in a 3-ring binder in an organized fashion. Binder is to remain on the job site

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 11

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Provide copies of all Certificate(s) of Acceptance to the CxA.

3. Certificate(s) of Acceptance shall be conducted by companies who are certified as California Advanced Lighting Controls Training Program Acceptance Technician (CALCTP-AT) employer and only completed by those employees of said company who are certified to complete the respective acceptance test.

G. Monitor and respond to Resolution Tracking Forms distributed by the CxA in order to expedite corrective actions necessary to achieve design intent.

H. Participate in the Certificate(s) of Acceptance and Functional Performance Tests as required to achieve design intent.

I. Participate in the opposite-season testing as required to achieve design intent.

J. Participate in O&M Training as required by project specifications.

K. Ensure participation of major equipment manufacturers and their representatives as applicable.

L. Obtain O&M data on all equipment and assemble in binders using tabs as required.

M. Conduct a maintenance orientation and inspection with hands on training per the contract documents.

N. Provide written certification and completed Certificate(s) of Installation forms and checklists documenting that the following work has been completed in accordance with the plans and specifications and that they are functioning as designed.

1. Correct labeling of all circuits with connected equipment.

2. Lighting system controls operations, including occupancy sensors, automatic time controls or Energy Management control, override timers, manual dimming controls, exterior lighting controls, multi-level switching, as applicable to the Work.

END OF SECTION

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260519 – LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Single conductor building wire.

B. Underground feeder and branch-circuit cable.

C. Wiring connectors.

D. Electrical tape.

E. Heat shrink tubing.

F. Wire pulling lubricant.

G. Cable ties.

1.2 RELATED REQUIREMENTS
A. Section 260553 - Identification for Electrical Systems: Identification products and requirements.

1.3 REFERENCE STANDARDS
A. ASTM B3 - Standard Specification for Soft or Annealed Copper Wire 2013 (Reapproved 2018).

B. ASTM B8 - Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft 2011 (Reapproved 2017).

C. ASTM B33 - Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes 2010, with Editorial Revision (2020).

D. ASTM B787/B787M - Standard Specification for 19 Wire Combination UnilayStranded Copper Conductors for Subsequent Insulation 2004 (Reapproved 2020).

E. ASTM D3005 - Standard Specification for Low-Temperature Resistant Vinyl Chloride Plastic Pressure-Sensitive Electrical Insulating Tape 2017.

F. ASTM D4388 - Standard Specification for Nonmetallic Semi-Conducting and Electrically Insulating Rubber Tapes 2020.

G. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

H. NEMA WC 70 - Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy 2021.

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
I. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment And Systems 2021.

J. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

K. UL 44 - Thermoset-Insulated Wires and Cables Current Edition, Including All Revisions.

L. UL 83 - Thermoplastic-Insulated Wires and Cables Current Edition, Including All Revisions.

M. UL 267 - Outline of Investigation for Wire-Pulling Compounds Most Recent Edition, Including All Revisions.

N. UL 486A-486B - Wire Connectors Current Edition, Including All Revisions.

O. UL 486C - Splicing Wire Connectors Current Edition, Including All Revisions.

P. UL 486D - Sealed Wire Connector Systems Current Edition, Including All Revisions.

Q. UL 510 - Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape Current Edition, Including All Revisions.

1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate sizes of raceways, boxes, and equipment enclosures installed under other sections with the actual conductors to be installed, including adjustments for conductor sizes increased for voltage drop.

2. Coordinate with electrical equipment installed under other sections to provide terminations suitable for use with the conductors to be installed.

3. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work.

1.5 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for conductors and cables, including detailed information on materials, construction, ratings, listings, and available sizes, configurations, and stranding.

B. Project Record Documents: Record actual installed circuiting arrangements.

Record actual routing for underground circuits.

1.6 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store conductors and cables in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.1 CONDUCTOR AND CABLE APPLICATIONS
A. Do not use conductors and cables for applications other than as permitted by NFPA 70 and product listing.

B. Provide single conductor building wire installed in suitable raceway unless otherwise indicated, permitted, or required.

C. Nonmetallic-sheathed cable is not permitted.

D. Underground feeder and branch-circuit cable is not permitted.

E. Service entrance cable is not permitted.

F. Armored cable is not permitted.

G. Metal-clad cable is not permitted.

2.2 CONDUCTOR AND CABLE GENERAL REQUIREMENTS
A. Provide products that comply with requirements of NFPA 70.

B. Provide products listed, classified, and labeled as suitable for the purpose intended.

C. Provide new conductors and cables manufactured not more than one year prior to installation.

D. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring, connectors, etc. as required for a complete operating system.

E. Comply with NEMA WC 70.

F. Thermoplastic-Insulated Conductors and Cables: Listed and labeled as complying with UL 83.

G. Thermoset-Insulated Conductors and Cables: Listed and labeled as complying with UL 44.

H. Conductor Material:

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Provide copper conductors only. Aluminum conductors are not acceptable for this project. Conductor sizes indicated are based on copper.

2. Copper Conductors: Soft drawn annealed, 98 percent conductivity, uncoated copper conductors complying with ASTM B3, ASTM B8, or ASTM B787/B787M unless otherwise indicated.

3. Tinned Copper Conductors: Comply with ASTM B33.

I. Minimum Conductor Size:

1. Branch Circuits: 12 AWG.
a. Exceptions:
1) 20 A, 120 V circuits longer than 75 feet: 10 AWG, for voltage drop. 2) 20 A, 120 V circuits longer than 150 feet: 8 AWG, for voltage drop. 3) 20A exterior circuits: 10 AWG..

2. Control Circuits: 14 AWG.

J. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified.

K. Conductor Color Coding:

1. Color code conductors as indicated unless otherwise required by the authority having jurisdiction. Maintain consistent color coding throughout project.

2. Color Coding Method: Integrally colored insulation.
a. Conductors size 4 AWG and larger may have black insulation color coded using vinyl color coding electrical tape.

3. Color Code:
a. 480Y/277 V, 3 Phase, 4 Wire System:
1) Phase A: Brown.
2) Phase B: Orange.
3) Phase C: Yellow.
4) Neutral/Grounded: Gray.
b. 208Y/120 V, 3 Phase, 4 Wire System:
1) Phase A: Black.
2) Phase B: Red.
3) Phase C: Blue.
4) Neutral/Grounded: White.
c. 240/120 V High-Leg Delta, 3 Phase, 4 Wire System:
1) Phase A: Black.
2) Phase B (High-Leg): Orange.
3) Phase C: Blue.
4) Neutral/Grounded: White.
d. 240/120 V, 1 Phase, 3 Wire System:
1) Phase A: Black.
2) Phase B: Red.
3) Neutral/Grounded: White.
e. Equipment Ground, All Systems: Green.

2.3 SINGLE CONDUCTOR BUILDING WIRE
A. Manufacturers:

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Copper Building Wire:
a. Cerro Wire LLC: www.cerrowire.com/#sle.
b. Encore Wire Corporation: www.encorewire.com/#sle.
c. Southwire Company: www.southwire.com/#sle.
d. Rome Wire and Cable.
e. Okonite Wire
f. Pirelli Wire and Cable
g. Carol Cable
B. Description: Single conductor insulated wire.

C. Conductor Stranding:

1. Feeders and Branch Circuits:
a. Size 10 AWG and Smaller: Solid.
b. Size 8 AWG and Larger: Stranded.

2. Control Circuits: Stranded.

D. Insulation Voltage Rating: 600 V.

E. Insulation:

1. Copper Building Wire: Type THHN/THWN-2, except as indicated below. a. Size 4 AWG and Larger: Type XHHW-2.
b. Installed Underground: Type XHHW-2.
c. Fixture Wiring Within Luminaires: Type TFFN/TFN for luminaires with labeled maximum temperature of 90 degrees C; Approved suitable type for luminaires with labeled maximum temperature greater than 90 degrees C.

2.4 WIRING CONNECTORS
A. Description: Wiring connectors appropriate for the application, suitable for use with the conductors to be connected, and listed as complying with UL 486A486B or UL 486C as applicable.

B. Wiring Connectors for Splices and Taps:

1. Copper Conductors Size 8 AWG and Smaller: Use twist-on insulated spring connectors.

2. Copper Conductors Size 6 AWG and Larger: Use mechanical connectors or compression connectors.

C. Wiring Connectors for Terminations:

1. Provide terminal lugs for connecting conductors to equipment furnished with terminations designed for terminal lugs.

2. Provide compression adapters for connecting conductors to equipment furnished with mechanical lugs when only compression connectors are specified.

3. Where over-sized conductors are larger than the equipment terminations can accommodate, provide connectors suitable for reducing to appropriate size, but not less than required for the rating of the overcurrent protective device.

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA

4. Copper Conductors Size 8 AWG and Larger: Use mechanical connectors or compression connectors where connectors are required.

D. Do not use insulation-piercing or insulation-displacement connectors designed for use with conductors without stripping insulation.

E. Do not use push-in wire connectors as a substitute for twist-on insulated spring connectors.

F. Twist-on Insulated Spring Connectors: Rated 600 V, 221 degrees F for standard applications and 302 degrees F for high temperature applications; pre-filled with sealant and listed as complying with UL 486D for damp and wet locations.

G. Mechanical Connectors: Provide bolted type or set-screw type.

H. Compression Connectors: Provide circumferential type or hex type crimp configuration.

2.5 ACCESSORIES
A. Electrical Tape:

1. Vinyl Color Coding Electrical Tape: Integrally colored to match color code indicated; listed as complying with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion, and sunlight; suitable for continuous temperature environment up to 221 degrees F.

2. Vinyl Insulating Electrical Tape: Complying with ASTM D3005 and listed as complying with UL 510; minimum thickness of 7 mil; resistant to abrasion, corrosion, and sunlight; conformable for application down to 0 degrees F and suitable for continuous temperature environment up to 221 degrees F.

3. Rubber Splicing Electrical Tape: Ethylene Propylene Rubber (EPR) tape, complying with ASTM D4388; minimum thickness of 30 mil; suitable for continuous temperature environment up to 194 degrees F and short-term 266 degrees F overload service.

4. Electrical Filler Tape: Rubber-based insulating moldable putty, minimum thickness of 125 mil; suitable for continuous temperature environment up to 176 degrees F.

5. Moisture Sealing Electrical Tape: Insulating mastic compound laminated to flexible, all-weather vinyl backing; minimum thickness of 90 mil.

B. Heat Shrink Tubing: Heavy-wall, split-resistant, with factory-applied adhesive; rated 600 V; suitable for direct burial applications; listed as complying with UL 486D.

C. Wire Pulling Lubricant:

1. Manufacturers:
a. 3M: www.3m.com/#sle.
b. American Polywater Corporation: www.polywater.com/#sle. c. Ideal Industries, Inc: www.idealindustries.com/#sle.

2. Listed and labeled as complying with UL 267.

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 7

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3. Suitable for use with conductors/cables and associated insulation/jackets to be installed.

4. Suitable for use at installation temperature.

D. Cable Ties: Material and tensile strength rating suitable for application.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that interior of building has been protected from weather.

B. Verify that work likely to damage wire and cable has been completed.

C. Verify that raceways, boxes, and equipment enclosures are installed and are properly sized to accommodate conductors and cables in accordance with NFPA 70.

D. Verify that field measurements are as indicated.

E. Verify that conditions are satisfactory for installation prior to starting work.

3.2 PREPARATION
A. Clean raceways thoroughly to remove foreign materials before installing conductors and cables.

3.3 INSTALLATION
A. Circuiting Requirements:

1. Unless dimensioned, circuit routing indicated is diagrammatic.

2. When circuit destination is indicated without specific routing, determine exact routing required.

3. Arrange circuiting to minimize splices.

4. Include circuit lengths required to install connected devices within 10 ft of location indicated.

5. Maintain separation of Class 1, Class 2, and Class 3 remote-control, signaling, and power-limited circuits in accordance with NFPA 70.

6. Maintain separation of wiring for emergency systems in accordance with NFPA 70.

7. Circuiting Adjustments: Unless otherwise indicated, when branch circuits are indicated as separate, combining them together in a single raceway is not permitted.

8. Common Neutrals: Unless otherwise indicated, sharing of neutral/grounded conductors among single phase branch circuits of different phases installed in the same raceway is not permitted. Provide dedicated neutral/grounded conductor for each individual branch circuit.

B. Install products in accordance with manufacturer's instructions.

C. Perform work in accordance with NECA 1 (general workmanship).

SECTION 26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA
D. Installation in Raceway:

1. Tape ends of conductors and cables to prevent infiltration of moisture and other contaminants.

2. Pull all conductors and cables together into raceway at same time.

3. Do not damage conductors and cables or exceed manufacturer's recommended maximum pulling tension and sidewall pressure.

4. Use suitable wire pulling lubricant where necessary, except when lubricant is not recommended by the manufacturer.

E. Paralleled Conductors: Install conductors of the same length and terminate in the same manner.

F. Secure and support conductors and cables in accordance with NFPA 70 using suitable supports and methods approved by the authority having jurisdiction. Provide independent support from building structure. Do not provide support from raceways, piping, ductwork, or other systems.

1. Installation in Vertical Raceways: Provide supports where vertical rise exceeds permissible limits.

G. Install conductors with a minimum of 12 inches of slack at each outlet.

H. Where conductors are installed in enclosures for future termination by others, provide a minimum of 5 feet of slack.

I. Neatly train and bundle conductors inside boxes, wireways, panelboards and other equipment enclosures.

J. Group or otherwise identify neutral/grounded conductors with associated ungrounded conductors inside enclosures in accordance with NFPA 70.

K. Make wiring connections using specified wiring connectors.

1. Make splices and taps only in accessible boxes. Do not pull splices into raceways or make splices in conduit bodies or wiring gutters.

2. Remove appropriate amount of conductor insulation for making connections without cutting, nicking or damaging conductors.

3. Do not remove conductor strands to facilitate insertion into connector.

4. Clean contact surfaces on conductors and connectors to suitable remove corrosion, oxides, and other contaminates. Do not use wire brush on plated connector surfaces.

5. Mechanical Connectors: Secure connections according to manufacturer's recommended torque settings.

6. Compression Connectors: Secure connections using manufacturer's recommended tools and dies.

L. Insulate splices and taps that are made with uninsulated connectors using methods suitable for the application, with insulation and mechanical strength at least equivalent to unspliced conductors.

1. Dry Locations: Use insulating covers specifically designed for the connectors, electrical tape, or heat shrink tubing.

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a. For taped connections, first apply adequate amount of rubber splicing electrical tape or electrical filler tape, followed by outer covering of vinyl insulating electrical tape.

2. Damp Locations: Use insulating covers specifically designed for the connectors, electrical tape, or heat shrink tubing.
a. For connections with insulating covers, apply outer covering of moisture sealing electrical tape.
b. For taped connections, follow same procedure as for dry locations but apply outer covering of moisture sealing electrical tape.

3. Wet Locations: Use heat shrink tubing.

M. Insulate ends of spare conductors using vinyl insulating electrical tape.

N. Field-Applied Color Coding: Where vinyl color coding electrical tape is used in lieu of integrally colored insulation as permitted in Part 2 under "Color Coding", apply half overlapping turns of tape at each termination and at each location conductors are accessible.

O. Identify conductors and cables in accordance with Section 260553.

P. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section Firestopping.

Q. Unless specifically indicated to be excluded, provide final connections to all equipment and devices, including those furnished by others, as required for a complete operating system.

3.4 FIELD QUALITY CONTROL
A. Inspect and test in accordance with NETA ATS, except Section 4.

B. Perform inspections and tests listed in NETA ATS, Section 7.3.2. The insulation resistance test is required for all conductors. The resistance test for parallel conductors listed as optional is not required.

C. Correct deficiencies and replace damaged or defective conductors and cables.

END OF SECTION

SECTION 26 05 26 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260526 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Grounding and bonding requirements.

B. Conductors for grounding and bonding.

C. Connectors for grounding and bonding.

1.2 RELATED REQUIREMENTS
A. Section 096500 - Resilient Flooring: Static control flooring.

B. Section 260519 - Low-Voltage Electrical Power Conductors and Cables: Additional requirements for conductors for grounding and bonding, including conductor color coding.

C. Section 260553 - Identification for Electrical Systems: Identification products and requirements.

1.3 REFERENCE STANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

B. NETA ATS - Standard For Acceptance Testing Specifications For Electrical Power Equipment And Systems 2021.

C. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

D. UL 467 - Grounding and Bonding Equipment Current Edition, Including All Revisions.

1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work.

1.5 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for grounding and bonding system components.

B. Field quality control test reports.

C. Project Record Documents: Record actual locations of grounding electrode system components and connections.

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1.6 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

C. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.1 GROUNDING AND BONDING REQUIREMENTS
A. Existing Work: Where existing grounding and bonding system components are indicated to be reused, they may be reused only where they are free from corrosion, integrity and continuity are verified, and where acceptable to the authority having jurisdiction.

B. Do not use products for applications other than as permitted by NFPA 70 and product listing.

C. Unless specifically indicated to be excluded, provide all required components, conductors, connectors, conduit, boxes, fittings, supports, accessories, etc. as necessary for a complete grounding and bonding system.

D. Where conductor size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified.

2.2 GROUNDING AND BONDING COMPONENTS
A. General Requirements:

1. Provide products listed, classified, and labeled as suitable for the purpose intended.

2. Provide products listed and labeled as complying with UL 467 where applicable.

B. Conductors for Grounding and Bonding, in Addition to Requirements of Section 260526:

1. Use insulated copper conductors unless otherwise indicated. a. Exceptions:

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1) Use bare copper conductors where installed underground in direct contact with earth.
2) Use bare copper conductors where directly encased in concrete (not in raceway).

C. Connectors for Grounding and Bonding:

1. Description: Connectors appropriate for the application and suitable for the conductors and items to be connected; listed and labeled as complying with UL 467.

2. Unless otherwise indicated, use exothermic welded connections for underground, concealed and other inaccessible connections.

3. Unless otherwise indicated, use mechanical connectors, compression connectors, or exothermic welded connections for accessible connections.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that work likely to damage grounding and bonding system components has been completed.

B. Verify that field measurements are as indicated.

C. Verify that conditions are satisfactory for installation prior to starting work.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Perform work in accordance with NECA 1 (general workmanship).

C. Make grounding and bonding connections using specified connectors.

1. Remove appropriate amount of conductor insulation for making connections without cutting, nicking or damaging conductors. Do not remove conductor strands to facilitate insertion into connector.

2. Remove nonconductive paint, enamel, or similar coating at threads, contact points, and contact surfaces.

3. Exothermic Welds: Make connections using molds and weld material suitable for the items to be connected in accordance with manufacturer's recommendations.

4. Mechanical Connectors: Secure connections according to manufacturer's recommended torque settings.

5. Compression Connectors: Secure connections using manufacturer's recommended tools and dies.

D. Identify grounding and bonding system components in accordance with Section 260553.

3.3 FIELD QUALITY CONTROL

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A. Inspect and test in accordance with NETA ATS except Section 4.

B. Perform inspections and tests listed in NETA ATS, Section 7.13.

C. Perform ground electrode resistance tests under normally dry conditions.

Precipitation within the previous 48 hours does not constitute normally dry conditions.

D. Investigate and correct deficiencies where measured ground resistances do not comply with specified requirements.

END OF SECTION

SECTION 26 05 29 –HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260529 – HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Support and attachment requirements and components for equipment, conduit, cable, boxes, and other electrical work.

1.2 REFERENCE STANDARDS
A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2017.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 2016a.

C. ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel 2023.

D. MFMA-4 - Metal Framing Standards Publication 2004.

E. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

F. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

G. UL 5B - Strut-Type Channel Raceways and Fittings Current Edition, Including All Revisions.

1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate sizes and arrangement of supports and bases with actual equipment and components to be installed.

2. Coordinate work to provide additional framing and materials required for installation.

3. Coordinate compatibility of support and attachment components with mounting surfaces at installed locations.

4. Coordinate arrangement of supports with ductwork, piping, equipment and other potential conflicts.

5. Notify Architect of conflicts with or deviations from Contract Documents.

Obtain direction before proceeding with work.

B. Sequencing:

1. Do not install products on or provide attachment to concrete surfaces until concrete has cured; see Section 033000.

1.4 SUBMITTALS

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A. Product Data: Provide manufacturer's standard catalog pages and data sheets for channel/strut framing systems, nonpenetrating rooftop supports, and post-installed concrete/masonry anchors.

B. Shop Drawings: Include details for fabricated hangers and supports where materials or methods other than those indicated are proposed for substitution.

1.5 QUALITY ASSURANCE
A. Product Listing Organization Qualifications: Organization recognized by OSHA as Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.1 SUPPORT AND ATTACHMENT COMPONENTS
A. General Requirements:

1. Comply with the following. Where requirements differ, comply with most stringent.
a. NFPA 70.
b. Requirements of authorities having jurisdiction.

2. Provide required hangers, supports, anchors, fasteners, fittings, accessories, and hardware as necessary for complete installation of electrical work.

3. Provide products listed, classified, and labeled as suitable for purpose intended, where applicable.

4. Do not use products for applications other than as permitted by NFPA 70 and product listing.

5. Do not use wire, chain, perforated pipe strap, or wood for permanent supports unless specifically indicated or permitted.

6. Steel Components: Use corrosion-resistant materials suitable for environment where installed.
a. Indoor Dry Locations: Use zinc-plated steel or approved equivalent unless otherwise indicated.
b. Outdoor and Damp or Wet Indoor Locations: Use galvanized steel, stainless steel, or approved equivalent unless otherwise indicated. c. Zinc-Plated Steel: Electroplated in accordance with ASTM B633. d. Galvanized Steel: Hot-dip galvanized after fabrication in accordance with ASTM A123/A123M or ASTM A153/A153M.

B. Conduit and Cable Supports: Straps and clamps suitable for conduit or cable to be supported.

1. Manufacturers:
a. ABB: www.electrification.us.abb.com/#sle.
b. Eaton Corporation: www.eaton.com/#sle.

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c. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle.

2. Conduit Straps: One-hole or two-hole type; steel or malleable iron.

3. Conduit Clamps: Bolted type unless otherwise indicated.

C. Outlet Box Supports: Hangers and brackets suitable for boxes to be supported.

1. Manufacturers:
a. ABB: www.electrification.us.abb.com/#sle.
b. Eaton Corporation: www.eaton.com/#sle.
c. Emerson Electric Co; O-Z/Gedney: www.emerson.com/#sle.

D. Metal Channel/Strut Framing Systems:

1. Manufacturers:
a. ABB: www.electrification.us.abb.com/#sle.
b. Atkore International Inc; Unistrut: www.unistrut.us/#sle.

2. Description: Factory-fabricated, continuous-slot, metal channel/strut and associated fittings, accessories, and hardware required for field assembly of supports.

3. Comply with MFMA-4.

4. Channel/Strut Used as Raceway, Where Indicated: Listed and labeled as complying with UL 5B.

5. Channel Material:
a. Indoor Dry Locations: Use painted steel, zinc-plated steel, or galvanized steel.
b. Outdoor and Damp or Wet Indoor Locations: Use galvanized steel.

E. Hanger Rods: Threaded, zinc-plated steel unless otherwise indicated.

F. Anchors and Fasteners:

1. Manufacturers - Mechanical Anchors:
a. Dewalt: anchors.dewalt.com/#sle.
b. Hilti, Inc: www.hilti.com/#sle.

2. Manufacturers - Powder-Actuated Fastening Systems:
a. Dewalt: anchors.dewalt.com/#sle.
b. Hilti, Inc: www.hilti.com/#sle.

3. Unless otherwise indicated and where not otherwise restricted, use anchor and fastener types indicated for specified applications.

4. New Concrete: Use preset concrete inserts.

5. Existing Concrete: Use expansion anchors.

6. Solid or Grout-Filled Masonry: Use expansion anchors.

7. Hollow Masonry: Use toggle bolts.

8. Hollow Stud Walls: Use toggle bolts.

9. Steel: Use welded threaded studs complying with AWS D1.1/D1.1M with lock washers and nuts or Beam clamps (MSS Type 19 21 23 25 or 27) complying with MSS SP-69.

10. Sheet Metal: Use sheet metal screws.

11. Wood: Fasten with lag screws or through bolts.

12. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on

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slotted-channel racks attached to substrate by means that meet seismicrestraint strength and anchorage requirements.

13. Plastic and lead anchors are not permitted.

14. Preset Concrete Inserts: Continuous metal channel/strut and spot inserts specifically designed to be cast in concrete ceilings, walls, and floors. a. Manufacturer: Same as manufacturer of metal channel/strut framing system.
b. Comply with MFMA-4.
c. Channel Material: Use galvanized steel.

15. Post-Installed Concrete and Masonry Anchors: Evaluated and recognized by ICC Evaluation Service, LLC (ICC-ES) for compliance with applicable building code.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that mounting surfaces are ready to receive support and attachment components.

C. Verify that conditions are satisfactory for installation prior to starting work.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Install hangers and supports in accordance with NECA 1.

C. Install anchors and fasteners in accordance with ICC Evaluation Services, LLC (ICC-ES) evaluation report conditions of use where applicable.

D. Provide independent support from building structure. Do not provide support from piping, ductwork, or other systems.

E. Unless specifically indicated or approved by Architect, do not provide support from suspended ceiling support system or ceiling grid.

F. Unless specifically indicated or approved by Architect, do not provide support from roof deck.

G. Do not penetrate or otherwise notch or cut structural members without approval of Structural Engineer.

H. Equipment Support and Attachment:

1. Use metal, fabricated supports or supports assembled from metal channel/strut to support equipment as required.

2. Use metal channel/strut secured to studs to support equipment surface mounted on hollow stud walls when wall strength is not sufficient to resist pull-out.

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3. Use metal channel/strut to support surface-mounted equipment in wet or damp locations to provide space between equipment and mounting surface.

4. Securely fasten floor-mounted equipment. Do not install equipment such that it relies on its own weight for support.

I. Preset Concrete Inserts: Use manufacturer provided closure strips to inhibit concrete seepage during concrete pour.

J. Secure fasteners in accordance with manufacturer's recommended torque settings.

K. Remove temporary supports.

3.3 CONCRETE BASES
A. Construct concrete bases of dimensions indicated but not less than 4 inches (100 mm) larger in both directions than supported unit, and so anchors will be a minimum of 10 bolt diameters from edge of the base.

B. Use 3000-psi (20.7-MPa), 28-day compressive-strength concrete. Concrete materials, reinforcement, and placement requirements are specified in Division 03 Section "Cast-in-Place Concrete or Cast-in-Place Concrete (Limited Applications)" as applicable.

C. Anchor equipment to concrete base.

1. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install anchor bolts to elevations required for proper attachment to supported equipment.

3. Install anchor bolts according to anchor-bolt manufacturers written instructions.

3.4 FIELD QUALITY CONTROL
A. Inspect support and attachment components for damage and defects.

B. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by manufacturer. Replace components that exhibit signs of corrosion.

C. Correct deficiencies and replace damaged or defective support and attachment components.

END OF SECTION

SECTION 26 05 33.13– CONDUITS FOR ELECTRICAL SYSTEMS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260533.13 – CONDUIT FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Galvanized steel rigid metal conduit (RMC).

B. Stainless steel rigid metal conduit (RMC).

C. Stainless steel intermediate metal conduit (IMC).

D. PVC-coated galvanized steel rigid metal conduit (RMC).

E. Flexible metal conduit (FMC).

F. Galvanized steel electrical metallic tubing (EMT).

G. Stainless steel electrical metallic tubing (EMT).

H. Rigid polyvinyl chloride (PVC) conduit.

I. Reinforced thermosetting resin conduit (RTRC).

1.2 REFERENCE STANDARDS
A. ANSI C80.1 - American National Standard for Electrical Rigid Steel Conduit (ERSC) 2020.

B. ANSI C80.3 - American National Standard for Electrical Metallic Tubing -- Steel (EMT-S) 2020.

C. ANSI C80.6 - American National Standard for Electrical Intermediate Metal Conduit 2018.

D. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

E. NECA 101 - Standard for Installing Steel Conduits (Rigid, IMC, EMT) 2020.

F. NECA 111 - Standard for Installing Nonmetallic Raceways (RNC, ENT, LFNC) 2017.

G. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable 2014.

H. NEMA RN 1 - Polyvinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Metal Conduit and Intermediate Metal Conduit 2018.

I. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Conduit 2020.

J. NEMA TC 3 - Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing 2021.

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K. NEMA TC 14 (SERIES) - Reinforced Thermosetting Resin Conduit and Fittings Series 2015.

L. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

M. UL 1 - Flexible Metal Conduit Current Edition, Including All Revisions.

N. UL 6 - Electrical Rigid Metal Conduit-Steel Current Edition, Including All Revisions.

O. UL 6A - Electrical Rigid Metal Conduit-Aluminum, Red Brass, and Stainless Steel Current Edition, Including All Revisions.

P. UL 514A - Metallic Outlet Boxes Current Edition, Including All Revisions.

Q. UL 514B - Conduit, Tubing, and Cable Fittings Current Edition, Including All Revisions.

R. UL 651 - Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings Current Edition, Including All Revisions.

S. UL 797 - Electrical Metallic Tubing-Steel Current Edition, Including All Revisions.

T. UL 797A - Electrical Metallic Tubing - Aluminum and Stainless Steel Current Edition, Including All Revisions.

U. UL 1203 - Explosion-Proof and Dust-Ignition-Proof Electrical Equipment for Use in Hazardous (Classified) Locations Current Edition, Including All Revisions.

V. UL 1242 - Electrical Intermediate Metal Conduit-Steel Current Edition, Including All Revisions.

W. UL 2419 - Outline of Investigation for Electrically Conductive Corrosion Resistant Compounds Current Edition, Including All Revisions.

1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate minimum sizes of conduits with actual type and quantity of conductors to be installed, including adjustments for conductor sizes increased for voltage drop.

2. Coordinate arrangement of conduits with structural members, ductwork, piping, equipment, and other potential conflicts.

3. Verify exact conduit termination locations required for boxes, enclosures, and equipment.

4. Coordinate work to provide roof penetrations that preserve integrity of roofing system and do not void roof warranty.

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5. Notify Architect of conflicts with or deviations from Contract Documents.

Obtain direction before proceeding with work.

B. Sequencing:

1. Do not begin installation of conductors and cables until installation of conduit between termination points is complete.

1.4 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for conduits and fittings.

B. Project Record Documents: Record actual routing for conduits installed underground and conduits 2 inch (53 mm) trade size and larger.

1.5 QUALITY ASSURANCE
A. Product Listing Organization Qualifications: Organization recognized by OSHA as Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store conduit and fittings in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.1 CONDUIT APPLICATIONS
A. Do not use conduit and associated fittings for applications other than as permitted by NFPA 70, manufacturer's instructions, and product listing.

B. Unless otherwise indicated and where not otherwise restricted, use conduit types indicated for specified applications. Where more than one listed application applies, comply with most restrictive requirements. Where conduit type for particular application is not specified, use galvanized steel rigid metal conduit.

C. Underground:

1. Under Slab on Grade: Use rigid PVC conduit.

2. Exterior, Direct-Buried: Use rigid PVC conduit.

3. Where rigid polyvinyl chloride (PVC) conduit is provided, transition to galvanized steel rigid metal conduit (RMC), stainless steel rigid metal conduit (RMC), galvanized steel intermediate metal conduit (IMC), stainless steel intermediate metal conduit (IMC), or schedule 80 rigid PVC conduit where emerging from underground.

4. Where rigid polyvinyl (PVC) conduitlarger than 2 inch (53 mm) trade size is provided, use PVC-coated galvanized steel rigid metal conduit elbows for bends.

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5. Where galvanized steel rigid metal conduit (RMC) or galvanized steel intermediate metal conduit (IMC) is installed in direct contact with earth where soil has resistivity of less than 2000 ohm-centimeters or is characterized as severely corrosive based on soils report or local experience, use corrosion protection tape, factory-applied corrosion protection coating, or field-applied corrosion protection compound acceptable to authorities having jurisdiction to provide supplementary corrosion protection.

6. Where galvanized rigid metal conduit (RMC), galvanized steel intermediate metal conduit (IMC), or galvanized steel electrical metallic tubing (EMT) emerges from concrete into soil, use corrosion protection tape, factoryapplied corrosion protection coating, or field-applied corrosion protection compound acceptable to authorities having jurisdiction to provide supplementary corrosion protection for minimum of 4 inches on either side of where conduit emerges.

D. Concealed Above Accessible Ceilings: Use electrical metallic tubing (EMT).

E. Interior, Damp or Wet Locations: Use galvanized steel rigid metal conduit.

F. Exposed, Interior, Not Subject to Physical Damage: Use galvanized steel rigid metal conduit or electrical metallic tubing (EMT).

G. Exposed, Interior, Subject to Physical Damage: Use galvanized steel rigid metal conduit.

1. Locations subject to physical damage include, but are not limited to:
a. Where exposed below 8 feet, except within electrical and communication rooms or closets.

H. Exposed, Exterior: Use galvanized steel rigid metal conduit.

I. Concealed, Exterior, Not Embedded in Concrete or in Contact With Earth: Use galvanized steel rigid metal conduit.

J. Corrosive Locations Above Ground: Use stainless steel rigid metal conduit (RMC), stainless steel intermediate metal conduit (IMC), PVC-coated galvanized steel rigid metal conduit (RMC), stainless steel electrical metallic tubing (EMT), or reinforced thermosetting resin conduit (RTRC).

K. Fished in Existing Walls, Where Necessary: Use flexible metal conduit (FMC), galvanized steel electrical metallic tubing (EMT), or stainless steel electrical metallic tubing (EMT).

2.2 CONDUIT - GENERAL REQUIREMENTS
A. Comply with NFPA 70.

B. Existing Work: Where existing conduits are indicated to be reused, they may be reused only where they comply with specified requirements, are free from corrosion, and integrity is verified by pulling mandrel through them.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Where permitted, existing conduits to be reused may be used as sole equipment grounding conductor only when continuity of conduit pathway, including associated boxes and fittings, is verified; see Section 260526.

C. Provide conduit, fittings, supports, and accessories required for complete raceway system.

D. Provide products listed, classified, and labeled as suitable for purpose intended.

E. Minimum Conduit Size, Unless Otherwise Indicated:

1. Branch Circuits: 3/4 inch (21 mm) trade size.

2. Branch Circuit Homeruns: 3/4-inch trade size.

3. Control Circuits: 1/2-inch trade size.

4. Flexible Connections to Luminaires: 3/8-inch trade size.

5. Underground, Exterior: 1-inch trade size.

F. Where conduit size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified.

2.3 GALVANIZED STEEL RIGID METAL CONDUIT (RMC)
A. Manufacturers:

1. Allied Tube & Conduit, a division of Atkore
International: www.alliedeg.com/#sle.

2. Nucor Tubular Products: www.nucortubular.com/#sle.

3. Western Tube, a division of Zekelman
Industries: www.westerntube.com/#sle.

B. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit complying with ANSI C80.1 and listed and labeled as complying with UL 6.

C. Fittings:

1. Manufacturers:
a. ABB; T&B: www.electrification.us.abb.com/#sle.
b. Allied Tube & Conduit, a division of Atkore
International: www.alliedeg.us/#sle.
c. Bridgeport Fittings Inc: www.bptfittings.com/#sle.

2. Nonhazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B or UL 6.

3. Material: Use steel or malleable iron.

4. Connectors and Couplings: Use threaded type fittings only. Threadless fittings, including set screw and compression/gland types, are not permitted.

2.4 STAINLESS STEEL RIGID METAL CONDUIT (RMC)
A. Manufacturers:

1. Calbrite, a division of Atkore International: www.calbrite.com/#sle.

2. Gibson Stainless & Specialty Inc: www.gibsonstainless.com/#sle.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. Patriot Industries, a division of Patriot Aluminum Products LLC: www.patriotsas.com/#sle.

B. Description: NFPA 70, Type RMC stainless steel rigid metal conduit complying with ANSI C80.1 and listed and labeled as complying with UL 6A.

C. Fittings:

1. Manufacturers:
a. Calbrite, a division of Atkore International: www.calbrite.com/#sle. b. Eaton: www.eaton.com/#sle.
c. Gibson Stainless & Specialty Inc: www.gibsonstainless.com/#sle. d. Patriot Industries, a division of Patriot Aluminum Products LLC: www.patriotsas.com/#sle.

2. Nonhazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B or UL 6A.

3. Material: Use stainless steel with corrosion resistance equivalent to conduit.

4. Connectors and Couplings: Use threaded type fittings only. Threadless fittings, including set screw and compression/gland types, are not permitted.

2.5 STAINLESS STEEL INTERMEDIATE METAL CONDUIT (IMC)
A. Manufacturers:

1. Calbrite, a division of Atkore International: www.calbrite.com/#sle.

B. Description: NFPA 70, Type IMC galvanized steel intermediate metal conduit complying with ANSI C80.6 and listed and labeled as complying with UL 1242.

C. Fittings:

1. Manufacturers:
a. Calbrite, a division of Atkore International: www.calbrite.com/#sle. b. Eaton: www.eaton.com/#sle.

2. Nonhazardous Locations: Use fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B or UL 1242.

2.6 PVC-COATED GALVANIZED STEEL RIGID METAL CONDUIT (RMC) A. Manufacturers:

1. ABB; Ocal: www.electrification.us.abb.com/#sle.

2. Calbond, a division of Atkore International www.calbond.com/#sle

3. Robroy Industries: www.robroy.com/#sle.

B. Description: NFPA 70, Type RMC galvanized steel rigid metal conduit with external polyvinyl chloride (PVC) coating complying with NEMA RN 1 and listed and labeled as complying with UL 6.

C. Exterior Coating: Polyvinyl chloride (PVC), nominal thickness of 40 mil, 0.040 inch.

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D. PVC-Coated Boxes and Fittings:

1. Manufacturer: Same as manufacturer of PVC-coated conduit to be installed.

2. Nonhazardous Locations: Use boxes and fittings listed and labeled as complying with UL 514A, UL 514B, or UL 6.

3. Hazardous/Classified Locations: Use fittings listed and labeled as complying with UL 1203 for classification of installed location.

4. Material: Use steel or malleable iron.

5. Exterior Coating: Polyvinyl chloride (PVC), minimum thickness of 40 mil,

0.040 inch.

E. PVC-Coated Supports: Furnish with exterior coating of polyvinyl chloride (PVC), minimum thickness of 15 mil, 0.015 inch.

2.7 FLEXIBLE METAL CONDUIT (FMC)
A. Description: NFPA 70, Type FMC standard-wall steel flexible metal conduit listed and labeled as complying with UL 1, and listed for use in classified firestop systems.

B. Fittings:

1. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B.

2. Material: Use steel or malleable iron.

2.8 GALVANIZED STEEL ELECTRICAL METALLIC TUBING (EMT)
A. Manufacturers:

1. Allied Tube & Conduit, a division of Atkore
International: www.alliedeg.com/#sle.

2. Nucor Tubular Products: www.nucortubular/#sle.

3. Western Tube, a division of Zekelman
Industries: www.westerntube.com/#sle.

B. Description: NFPA 70, Type EMT galvanized steel electrical metallic tubing complying with ANSI C80.3 and listed and labeled as complying with UL 797.

C. Fittings:

1. Manufacturers:
a. ABB; T&B: www.electrification.us.abb.com/#sle.
b. Allied Tube & Conduit, a division of Atkore
International: www.alliedeg.us/#sle.
c. Bridgeport Fittings, LLC: www.bptfittings.com/#sle.

2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B.

3. Material: Use steel or malleable iron.

4. Connectors and Couplings: Use compression/gland or set-screw type. a. Do not use indenter type connectors and couplings.

5. Damp or Wet Locations, Where Permitted: Use fittings listed for use in wet locations.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

2.9 STAINLESS STEEL ELECTRICAL METALLIC TUBING (EMT)
A. Manufacturers:

1. Calbrite, a division of Atkore International: www.calbrite.com/#sle.

B. Description: NFPA 70, Type EMT stainless steel electrical metallic tubing complying with ANSI C80.3 and listed and labeled as complying with UL 797A.

C. Fittings:

1. Manufacturers:
a. Calbrite, a division of Atkore International: www.calbrite.com/#sle.

2. Description: Fittings complying with NEMA FB 1 and listed and labeled as complying with UL 514B.

3. Connectors and Couplings: Use compression/gland or set-screw type. a. Do not use set-screw type connectors and couplings.

4. Damp or Wet Locations, Where Permitted: Use fittings listed for use in wet locations.

2.10RIGID POLYVINYL CHLORIDE (PVC) CONDUIT
A. Manufacturers:

1. ABB; Carlon: www.carlon.com/#sle.

2. Allied Tube & Conduit, a division of Atkore
International: www.alliedeg.com/#sle.

3. Cantex Inc: www.cantexinc.com/#sle.

B. Description: NFPA 70, Type PVC rigid polyvinyl chloride conduit complying with NEMA TC 2 and listed and labeled as complying with UL 651; Schedule 40 unless otherwise indicated, Schedule 80 where subject to physical damage; rated for use with conductors rated 90 degrees C.

C. Fittings:

1. Manufacturer: Same as manufacturer of conduit to be connected.

2. Description: Fittings complying with NEMA TC 3 and listed and labeled as complying with UL 651; material to match conduit.

2.11REINFORCED THERMOSETTING RESIN CONDUIT (RTRC)
A. Description: NFPA 70, Type RTRC reinforced thermosetting resin conduit complying with NEMA TC 14 (SERIES).

B. Supports: As recommended by manufacturer.

C. Fittings: Same type and manufacturer as conduit to be connected.

2.12ACCESSORIES
A. Corrosion Protection Tape: PVC-based, minimum thickness of 20 mil, 0.020 inch.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Conduit Joint Compound: Corrosion-resistant, electrically conductive compound listed as complying with UL 2419; suitable for use with conduit to be installed.

C. Solvent Cement for PVC Conduit and Fittings: As recommended by manufacturer of conduit and fittings to be installed.

D. Epoxy Adhesive for RTRC Conduit and Fittings: As recommended by manufacturer of conduit and fittings to be installed.

E. Pull Strings: Use nylon or polyester tape with average breaking strength of not less than 1,250 lbf.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that mounting surfaces are ready to receive conduits.

C. Verify that conditions are satisfactory for installation prior to starting work.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Install conduit in accordance with NECA 1.

C. Install galvanized steel rigid metal conduit (RMC) in accordance with NECA 101.

D. Install intermediate metal conduit (IMC) in accordance with NECA 101.

E. Install PVC-coated galvanized steel rigid metal conduit (RMC) using only tools approved by manufacturer.

F. Install rigid polyvinyl chloride (PVC) conduit in accordance with NECA 111.

G. Conduit Routing:

1. Unless dimensioned, conduit routing indicated is diagrammatic.

2. When conduit destination is indicated without specific routing, determine exact routing required.

3. Conceal conduits unless specifically indicated to be exposed.

4. Conduits in the following areas may be exposed, unless otherwise indicated:
a. Electrical rooms.
b. Mechanical equipment rooms.

5. Unless otherwise approved, do not route exposed conduits:
a. Across floors.
b. Across roofs.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
c. Across top of parapet walls.
d. Across building exterior surfaces.

6. Conduits installed underground or embedded in concrete may be routed in shortest possible manner unless otherwise indicated. Route other conduits parallel or perpendicular to building structure and surfaces, following surface contours where practical.

7. Arrange conduit to maintain adequate headroom, clearances, and access.

8. Arrange conduit to provide no more than equivalent of four 90-degree bends between pull points.

9. Arrange conduit to provide no more than 150 feet between pull points.

10. Route conduits above water and drain piping where possible.

11. Arrange conduit to prevent moisture traps. Provide drain fittings at low points and at sealing fittings where moisture may collect.

12. Maintain minimum clearance of 6 inches between conduits and piping for other systems.

13. Maintain minimum clearance of 12 inches between conduits and hot surfaces. This includes, but is not limited to:
a. Heaters.
b. Hot water piping.
c. Flues.

14. Group parallel conduits in same area on common rack.

H. Conduit Support:

1. Secure and support conduits in accordance with NFPA 70 using suitable supports and methods approved by authorities having jurisdiction; see Section 260529.

2. Provide required vibration isolation and/or seismic controls; see Section 260548.

3. Provide independent support from building structure. Do not provide support from piping, ductwork, or other systems.

4. Installation Above Suspended Ceilings: Do not provide support from ceiling support system. Do not provide support from ceiling grid or allow conduits to lay on ceiling tiles.

5. Use conduit strap to support single surface-mounted conduit. a. Use clamp back spacer with conduit strap for damp and wet locations to provide space between conduit and mounting surface.

6. Use metal channel/strut with accessory conduit clamps to support multiple parallel surface-mounted conduits.

7. Use conduit clamp to support single conduit from beam clamp or threaded rod.

8. Use trapeze hangers assembled from threaded rods and metal channel/strut with accessory conduit clamps to support multiple parallel suspended conduits.

9. Use nonpenetrating rooftop supports to support conduits routed across rooftops, where approved.

10. Use of spring steel conduit clips for support of conduits is not permitted.

11. Use of wire for support of conduits is not permitted.

I. Connections and Terminations:

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Use approved zinc-rich paint or conduit joint compound on field-cut threads of galvanized steel conduits prior to making connections.

2. Where two threaded conduits must be joined and neither can be rotated, use three-piece couplings or split couplings. Do not use running threads.

3. Use suitable adapters where required to transition from one type of conduit to another.

4. Terminate threaded conduits in boxes and enclosures using threaded hubs or double lock nuts for dry locations and raintight hubs for wet locations.

5. Provide insulating bushings, insulated throats, or listed metal fittings with smooth, rounded edges at conduit terminations to protect conductors.

6. Secure joints and connections to provide mechanical strength and electrical continuity.

J. Penetrations:

1. Do not penetrate or otherwise notch or cut structural members, including footings and grade beams, without approval of Structural Engineer.

2. Make penetrations perpendicular to surfaces unless otherwise indicated.

3. Provide sleeves for penetrations as indicated or as required to facilitate installation. Set sleeves flush with exposed surfaces unless otherwise indicated or required.

4. Conceal bends for conduit risers emerging above ground.

5. Where conduits penetrate waterproof membrane, seal as required to maintain integrity of membrane.

6. Make penetrations for roof-mounted equipment within associated equipment openings and curbs where possible to minimize roofing system penetrations. Where penetrations are necessary, seal as indicated or as required to preserve integrity of roofing system and maintain roof warranty.

7. Install firestopping to preserve fire resistance rating of partitions and other elements; see Section 078400.

K. Underground Installation:

1. Provide trenching and backfilling; see Section 312316.13.

2. Minimum Cover, Unless Otherwise Indicated or Required:
a. Underground, Exterior: 18 inches.
b. Under Slab on Grade: 12 inches to bottom of slab.

3. Provide underground warning tape in accordance with Section 260553 along entire conduit length.

L. Concrete Encasement: Where conduits not otherwise embedded within concrete are indicated to be concrete-encased, provide concrete in accordance with Section Concrete with minimum concrete cover of 3 inches on all sides unless otherwise indicated.

M. Conduit Movement Provisions: Where conduits are subject to movement, provide expansion and expansion/deflection fittings to prevent damage to enclosed conductors or connected equipment. This includes, but is not limited to:

1. Where conduits cross structural joints intended for expansion, contraction, or deflection.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Where calculated in accordance with NFPA 70 for rigid polyvinyl chloride (PVC) conduit installed above ground to compensate for thermal expansion and contraction.

3. Where calculated in accordance with NFPA 70 for reinforced thermosetting resin conduit (RTRC) conduit installed above ground to compensate for thermal expansion and contraction.

4. Where conduits are subject to earth movement by settlement or frost.

N. Conduit Sealing:

1. Use foam conduit sealant to prevent entry of moisture and gases. This includes, but is not limited to:
a. Where conduits enter building from outside.
b. Where service conduits enter building from underground distribution system.
c. Where conduits enter building from underground.
d. Where conduits may transport moisture to contact live parts.

2. Where conduits cross barriers between areas of potential substantial temperature differential, use foam conduit sealant at accessible point near penetration to prevent condensation. This includes, but is not limited to:
a. Where conduits pass from outdoors into conditioned interior spaces. b. Where conduits pass from unconditioned interior spaces into conditioned interior spaces.

O. Provide pull string in each empty conduit and in conduits where conductors and cables are to be installed by others. Leave minimum slack of 12 inches at each end.

P. Provide grounding and bonding; see Section 260526.

Q. Identify conduits; see Section 260553.

3.3 FIELD QUALITY CONTROL
A. Repair cuts and abrasions in galvanized finishes using zinc-rich paint recommended by manufacturer. Replace components that exhibit signs of corrosion.

B. Where coating of PVC-coated galvanized steel rigid metal conduit (RMC) contains cuts or abrasions, repair in accordance with manufacturer's instructions.

C. Correct deficiencies and replace damaged or defective conduits.

3.4 CLEANING
A. Clean interior of conduits to remove moisture and foreign matter.

3.5 PROTECTION

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Immediately after installation of conduit, use suitable manufactured plugs to provide protection from entry of moisture and foreign material and do not remove until ready for installation of conductors.

END OF SECTION

SECTION 26 05 33.16 – BOXES FOR ELECTRICAL SYSTEMS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260533.16 – BOXES FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Outlet and device boxes up to 100 cubic inches, including those used as junction and pull boxes.

B. Cabinets and enclosures, including junction and pull boxes larger than 100 cubic inches.

C. Underground boxes/enclosures.

1.2 REFERENCE STANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

B. NECA 130 - Standard for Installing and Maintaining Wiring Devices 2016.

C. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum) 2020.

D. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable 2014.

E. NEMA OS 1 - Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports 2013 (Reaffirmed 2020).

F. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

G. SCTE 77 - Specifications for Underground Enclosure Integrity 2017.

H. UL 50 - Enclosures for Electrical Equipment, Non-Environmental Considerations Current Edition, Including All Revisions.

I. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations Current Edition, Including All Revisions.

J. UL 508A - Industrial Control Panels Current Edition, Including All Revisions.

K. UL 514A - Metallic Outlet Boxes Current Edition, Including All Revisions.

1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate the work with other trades to avoid placement of ductwork, piping, equipment, or other potential obstructions within the dedicated

SECTION 26 05 33.16 – BOXES FOR ELECTRICAL SYSTEMS - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
equipment spaces and working clearances for electrical equipment required by NFPA 70.

2. Coordinate arrangement of electrical equipment with the dimensions and clearance requirements of the actual equipment to be installed.

3. Coordinate minimum sizes of boxes with the actual installed arrangement of conductors, clamps, support fittings, and devices, calculated according to NFPA 70.

4. Coordinate minimum sizes of pull boxes with the actual installed arrangement of connected conduits, calculated according to NFPA 70.

5. Coordinate the placement of boxes with millwork, furniture, devices, equipment, etc. installed under other sections or by others.

6. Coordinate the work with other trades to preserve insulation integrity.

7. Coordinate the work with other trades to provide walls suitable for installation of flush-mounted boxes where indicated.

8. Notify Architect of any conflicts with or deviations from Contract Documents. Obtain direction before proceeding with work.

1.4 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for floor boxes and underground boxes/enclosures.

1.5 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

B. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.1 BOXES
A. General Requirements:

1. Do not use boxes and associated accessories for applications other than as permitted by NFPA 70 and product listing.

2. Provide all boxes, fittings, supports, and accessories required for a complete raceway system and to accommodate devices and equipment to be installed.

3. Provide products listed, classified, and labeled as suitable for the purpose intended.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

4. Where box size is not indicated, size to comply with NFPA 70 but not less than applicable minimum size requirements specified.

5. Provide grounding terminals within boxes where equipment grounding conductors terminate.

B. Outlet and Device Boxes Up to 100 cubic inches, Including Those Used as Junction and Pull Boxes:

1. Use sheet-steel boxes for dry locations unless otherwise indicated or required.

2. Use cast iron boxes or cast aluminum boxes for damp or wet locations unless otherwise indicated or required; furnish with compatible weatherproof gasketed covers.

3. Use suitable concrete type boxes where flush-mounted in concrete.

4. Use suitable masonry type boxes where flush-mounted in masonry walls.

5. Use raised covers suitable for the type of wall construction and device configuration where required.

6. Use shallow boxes where required by the type of wall construction.

7. Do not use "through-wall" boxes designed for access from both sides of wall.

8. Sheet-Steel Boxes: Comply with NEMA OS 1, and list and label as complying with UL 514A.

9. Cast Metal Boxes: Comply with NEMA FB 1, and list and label as complying with UL 514A; furnish with threaded hubs.

10. Boxes for Supporting Luminaires and Ceiling Fans: Listed as suitable for the type and weight of load to be supported; furnished with fixture stud to accommodate mounting of luminaire where required.

11. Boxes for Ganged Devices: Use multigang boxes of single-piece construction. Do not use field-connected gangable boxes unless specifically indicated or permitted.

12. Minimum Box Size, Unless Otherwise Indicated:
a. Wiring Devices (Other Than Communications Systems Outlets): 4 inch square by 1-1/2 inch deep (100 by 38 mm) trade size.

13. Wall Plates: Comply with Section 262726.

C. Cabinets and Enclosures, Including Junction and Pull Boxes Larger Than 100 cubic inches:

1. Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E, or UL 508A.

2. NEMA 250 Environment Type, Unless Otherwise Indicated:
a. Indoor Clean, Dry Locations: Type 1, painted steel.
b. Outdoor Locations: Type 3R, painted steel.

3. Junction and Pull Boxes Larger Than 100 cubic inches:
a. Provide screw-cover or hinged-cover enclosures unless otherwise indicated.
b. Boxes 6 square feet and Larger: Provide sectionalized screw-cover or hinged-cover enclosures.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
D. Underground Boxes/Enclosures:

1. Description: In-ground, open bottom boxes furnished with flush, non-skid covers with legend indicating type of service and stainless steel tamper resistant cover bolts.

2. Size: As indicated on drawings.

3. Depth: As required to extend below frost line to prevent frost upheaval, but not less than 12 inches.

4. Provide logo on cover to indicate type of service.

5. Applications:
a. Sidewalks and Landscaped Areas Subject Only to Occasional Nondeliberate Vehicular Traffic: Use polymer concrete enclosures, with minimum SCTE 77 Tier 8 load rating.
b. Do not use polymer concrete enclosures in areas subject to deliberate vehicular traffic.

6. Polymer Concrete Underground Boxes/Enclosures: Comply with SCTE 77. a. Manufacturers:
1) Hubbell Incorporated; Quazite Products;
[______]: www.hubbellpowersystems.com/#sle.
2) MacLean Highline;
[__________]: www.macleanhighline.com/#sle.
3) Oldcastle Precast, Inc;
[__________]: www.oldcastleprecast.com/#sle.
b. Combination fiberglass/polymer concrete boxes/enclosures are acceptable.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that mounting surfaces are ready to receive boxes.

C. Verify that conditions are satisfactory for installation prior to starting work.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Install boxes in accordance with NECA 1 (general workmanship) and, where applicable, NECA 130, including mounting heights specified in those standards where mounting heights are not indicated.

C. Arrange equipment to provide minimum clearances in accordance with manufacturer's instructions and NFPA 70.

D. Provide separate boxes for emergency power and normal power systems.

SECTION 26 05 33.16 – BOXES FOR ELECTRICAL SYSTEMS - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. Unless otherwise indicated, provide separate boxes for line voltage and low voltage systems.

F. Box Locations:

1. Locate boxes to be accessible. Provide access panels in accordance with Section Access Panels as requiredwhere approved by the Architect.

2. Unless dimensioned, box locations indicated are approximate.

3. Locate boxes as required for devices installed under other sections or by others.
a. Switches, Receptacles, and Other Wiring Devices: Comply with Section 262726.

4. Unless otherwise indicated, where multiple outlet boxes are installed at the same location at different mounting heights, install along a common vertical center line.

5. Locate junction and pull boxes as indicated, as required to facilitate installation of conductors, and to limit conduit length and/or number of bends between pulling points in accordance with Section 260533.13.

6. Locate junction and pull boxes in the following areas, unless otherwise indicated or approved by the Architect:
a. Concealed above accessible suspended ceilings.
b. Within joists in areas with no ceiling.
c. Electrical rooms.
d. Mechanical equipment rooms.

G. Box Supports:

1. Secure and support boxes in accordance with NFPA 70 and Section 260529 using suitable supports and methods approved by the authority having jurisdiction.

2. Provide independent support from building structure except for cast metal boxes (other than boxes used for fixture support) supported by threaded conduit connections in accordance with NFPA 70. Do not provide support from piping, ductwork, or other systems.

H. Install boxes plumb and level.

I. Flush-Mounted Boxes:

1. Install boxes in noncombustible materials such as concrete, tile, gypsum, plaster, etc. so that front edge of box or associated raised cover is not set back from finished surface more than 1/4 inch or does not project beyond finished surface.

2. Install boxes in combustible materials such as wood so that front edge of box or associated raised cover is flush with finished surface.

3. Repair rough openings around boxes in noncombustible materials such as concrete, tile, gypsum, plaster, etc. so that there are no gaps or open spaces greater than 1/8 inch at the edge of the box.

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J. Install boxes as required to preserve insulation integrity.

K. Nonmetallic Floor Boxes: Cut box flush with finished floor after concrete pour.

L. Underground Boxes/Enclosures:

1. Install enclosure on gravel base, minimum 6 inches deep.

2. Flush-mount enclosures located in concrete or paved areas.

3. Mount enclosures located in landscaped areas with top at 1 inch above finished grade.

4. Install additional bracing inside enclosures in accordance with manufacturer's instructions to minimize box sidewall deflections during backfilling. Backfill with cover bolted in place.

M. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V.

N. Install firestopping to preserve fire resistance rating of partitions and other elements, using materials and methods specified in Section 078400.

O. Close unused box openings.

P. Install blank wall plates on junction boxes and on outlet boxes with no devices or equipment installed or designated for future use.

Q. Provide grounding and bonding in accordance with Section 260526.

R. Identify boxes in accordance with Section 260553.

3.3 CLEANING
A. Clean interior of boxes to remove dirt, debris, plaster and other foreign material.

3.4 PROTECTION
A. Immediately after installation, protect boxes from entry of moisture and foreign material until ready for installation of conductors.

END OF SECTION

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260553 – IDENTIFICATION FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Electrical identification requirements.

B. Identification nameplates and labels.

C. Wire and cable markers.

D. Voltage markers.

E. Underground warning tape.

F. Warning signs and labels.

1.2 RELATED REQUIREMENTS
A. Section 260519 - Low-Voltage Electrical Power Conductors and Cables: Color coding for power conductors and cables 600 V and less; vinyl color coding electrical tape.

B. Section 262726 - Wiring Devices - Lutron: Device and wallplate finishes; factory pre-marked wallplates.

1.3 REFERENCE STANDARDS
A. ANSI Z535.2 - American National Standard for Environmental and Facility Safety Signs 2011 (Reaffirmed 2017).

B. ANSI Z535.4 - American National Standard for Product Safety Signs and Labels 2011 (Reaffirmed 2017).

C. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

D. NFPA 70E - Standard for Electrical Safety in the Workplace 2021.

E. UL 969 - Marking and Labeling Systems Current Edition, Including All Revisions.

1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Verify final designations for equipment, systems, and components to be identified prior to fabrication of identification products.

B. Sequencing:

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Do not conceal items to be identified, in locations such as above suspended ceilings, until identification products have been installed.

2. Do not install identification products until final surface finishes and painting are complete.

1.5 SUBMITTALS
A. Product Data: Provide manufacturer's standard catalog pages and data sheets for each product.

B. Shop Drawings: Provide schedule of items to be identified indicating proposed designations, materials, legends, and formats.

1.6 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

1.7 FIELD CONDITIONS
A. Do not install adhesive products when ambient temperature is lower than recommended by manufacturer.

PART 2 - PRODUCTS

2.1 IDENTIFICATION REQUIREMENTS
A. Identification for Equipment:

1. Use identification nameplate to identify each piece of electrical distribution and control equipment and associated sections, compartments, and components.
a. Time Switches:
1) Identify load(s) served and associated circuits controlled. Include location.

2. Available Fault Current Documentation: Use identification label to identify the available fault current and date calculations were performed at locations requiring documentation by NFPA 70 including but not limited to the following.
a. Service equipment.
b. Industrial control panels.
c. Motor control centers.
d. Elevator control panels.
e. Industrial machinery.

3. Arc Flash Hazard Warning Labels: Use warning labels to identify arc flash hazards for electrical equipment, such as switchboards, panelboards, industrial control panels, meter socket enclosures, and motor control centers that are likely to require examination, adjustment, servicing, or maintenance while energized.
a. Minimum Size: 3.5 by 5 inches.
b. Legend: Include orange header that reads "WARNING", followed by the word message "Arc Flash and Shock Hazard; Appropriate PPE

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
Required; Do not operate controls or open covers without appropriate personal protection equipment; Failure to comply may result in injury or death; Refer to NFPA 70E for minimum PPE requirements" or approved equivalent.

B. Identification for Conductors and Cables:

1. Color Coding for Power Conductors 600 V and Less: Comply with Section 260519.

2. Use identification nameplate or identification label to identify color code for ungrounded and grounded power conductors inside door or enclosure at each piece of feeder or branch-circuit distribution equipment when premises has feeders or branch circuits served by more than one nominal voltage system.

3. Use wire and cable markers to identify circuit number or other designation indicated for power, control, and instrumentation conductors and cables at the following locations:
a. At each source and load connection.
b. Within boxes when more than one circuit is present.
c. Within equipment enclosures when conductors and cables enter or leave the enclosure.

4. Use wire and cable markers to identify connected grounding electrode system components for grounding electrode conductors.

C. Identification for Raceways:

1. Use voltage markers to identify highest voltage present for accessible conduits at maximum intervals of 20 feet.

2. Use identification labels, handwritten text using indelible marker, or plastic marker tags to identify circuits enclosed for accessible conduits at wall penetrations, at floor penetrations, at roof penetrations, and at equipment terminations when source is not within sight.

3. Use identification labels, handwritten text using indelible marker, or plastic marker tags to identify spare conduits at each end. Identify purpose and termination location.

4. Use underground warning tape to identify underground raceways.

D. Identification for Boxes:

1. Use voltage markers to identify highest voltage present.

2. Use identification labels or handwritten text using indelible marker to identify circuits enclosed.
a. For exposed boxes in public areas, use only identification labels.

E. Identification for Devices:

1. Wiring Device and Wallplate Finishes: Comply with Section 262726.

2. Use identification label or engraved wallplate to identify serving branch circuit for all receptacles.
a. For receptacles in public areas or in areas as directed by Architect, provide identification on inside surface of wallplate.

3. Use identification label or engraved wallplate to identify load controlled for wall-mounted control devices controlling loads that are not visible from the

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
control location and for multiple wall-mounted control devices installed at one location.

F. Identification for Luminaires:

1. Use permanent red dot on luminaire frame to identify luminaires connected to emergency power system.

2.2 IDENTIFICATION NAMEPLATES AND LABELS
A. Identification Nameplates:

1. Manufacturers:
a. Brimar Industries, Inc: www.brimar.com/#sle.
b. Kolbi Pipe Marker Co; [______]: www.kolbipipemarkers.com/#sle. c. Seton Identification Products; [______]: www.seton.com/#sle.

2. Materials:
a. Indoor Clean, Dry Locations: Use plastic nameplates. b. Outdoor Locations: Use plastic, stainless steel, or aluminum nameplates suitable for exterior use.

3. Plastic Nameplates: Two-layer or three-layer laminated acrylic or electrically non-conductive phenolic with beveled edges; minimum thickness of 1/16 inch; engraved text.
a. Exception: Provide minimum thickness of 1/8 inch when any dimension is greater than 4 inches.

4. Stainless Steel Nameplates: Minimum thickness of 1/32 inch; engraved or laser-etched text.

5. Aluminum Nameplates: Anodized; minimum thickness of 1/32 inch; engraved or laser-etched text.

6. Mounting Holes for Mechanical Fasteners: Two, centered on sides for sizes up to 1 inch high; Four, located at corners for larger sizes.

B. Identification Labels:

1. Manufacturers:
a. Brady Corporation; [______]: www.bradyid.com/#sle.
b. Brother International Corporation: www.brother-usa.com/#sle. c. Panduit Corp: www.panduit.com/#sle.

2. Materials: Use self-adhesive laminated plastic labels; UV, chemical, water, heat, and abrasion resistant.

3. Text: Use factory pre-printed or machine-printed text. Do not use handwritten text unless otherwise indicated.

C. Format for Equipment Identification:

1. Minimum Size: 1 inch by 2.5 inches.

2. Legend:
a. Equipment designation or other approved description.

3. Text: All capitalized unless otherwise indicated.

4. Minimum Text Height:
a. Equipment Designation: 1/2 inch.
b. Other Information: 1/4 inch.

5. Color:

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
a. Normal Power System: White text on black background. 1) 480Y/277 V, 3 Phase Equipment: White text on black background. 2) 208Y/120 V, 3 Phase Equipment: White text on black background.

D. Format for Caution and Warning Messages:

1. Minimum Size: 2 inches by 4 inches.

2. Legend: Include information or instructions indicated or as required for proper and safe operation and maintenance.

3. Text: All capitalized unless otherwise indicated.

4. Minimum Text Height: 1/2 inch.

5. Color: Black text on yellow background unless otherwise indicated.

E. Format for Receptacle Identification:

1. Minimum Size: 3/8 inch by 1.5 inches.

2. Legend: Power source and circuit number or other designation indicated.

3. Text: All capitalized unless otherwise indicated.

4. Minimum Text Height: 3/16 inch.

5. Color: Black text on clear background.

F. Format for Control Device Identification:

1. Minimum Size: 3/8 inch by 1.5 inches.

2. Legend: Load controlled or other designation indicated.

3. Text: All capitalized unless otherwise indicated.

4. Minimum Text Height: 3/16 inch.

5. Color: Black text on clear background.

2.3 WIRE AND CABLE MARKERS
A. Manufacturers:

1. Brady Corporation; [______]: www.bradyid.com/#sle.

2. HellermannTyton; [______]: www.hellermanntyton.com/#sle.

3. Panduit Corp: www.panduit.com/#sle.

B. Markers for Conductors and Cables: Use wrap-around self-adhesive vinyl cloth, wrap-around self-adhesive vinyl self-laminating, heat-shrink sleeve, plastic sleeve, plastic clip-on, or vinyl split sleeve type markers suitable for the conductor or cable to be identified.

C. Markers for Conductor and Cable Bundles: Use plastic marker tags secured by nylon cable ties.

D. Legend: Power source and circuit number or other designation indicated.

E. Text: Use factory pre-printed or machine-printed text, all capitalized unless otherwise indicated.

F. Minimum Text Height: 1/8 inch.

G. Color: Black text on white background unless otherwise indicated.

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2.4 VOLTAGE MARKERS
A. Manufacturers:

1. Brady Corporation; [______]: www.bradyid.com/#sle.

2. Brimar Industries, Inc: www.brimar.com/#sle.

3. Seton Identification Products; [______]: www.seton.com/#sle.

B. Markers for Conduits: Use factory pre-printed self-adhesive vinyl, selfadhesive vinyl cloth, or vinyl snap-around type markers.

C. Markers for Boxes and Equipment Enclosures: Use factory pre-printed selfadhesive vinyl or self-adhesive vinyl cloth type markers.

D. Minimum Size:

1. Markers for Conduits: As recommended by manufacturer for conduit size to be identified.

2. Markers for Pull Boxes: 1 1/8 by 4 1/2 inches.

3. Markers for Junction Boxes: 1/2 by 2 1/4 inches.

E. Legend:

1. Markers for Voltage Identification: Highest voltage present.

F. Color: Black text on orange background unless otherwise indicated.

2.5 UNDERGROUND WARNING TAPE
A. Manufacturers:

1. Brady Corporation; [______]: www.bradyid.com/#sle.

2. Brimar Industries, Inc: www.brimar.com/#sle.

3. Seton Identification Products; [______]: www.seton.com/#sle.

B. Materials: Use non-detectable type polyethylene tape suitable for direct burial, unless otherwise indicated.

C. Non-detectable Type Tape: 6 inches wide, with minimum thickness of 4 mil.

D. Legend: Type of service, continuously repeated over full length of tape.

E. Color:

1. Tape for Buried Power Lines: Black text on red background.

2. Tape for Buried Communication, Alarm, and Signal Lines: Black text on orange background.

2.6 WARNING SIGNS AND LABELS
A. Manufacturers:

1. Brimar Industries, Inc: www.brimar.com/#sle.

2. Clarion Safety Systems, LLC; [______]: www.clarionsafety.com/#sle.

B. Comply with ANSI Z535.2 or ANSI Z535.4 as applicable.

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. Warning Signs:

1. Materials:

2. Minimum Size: 7 by 10 inches unless otherwise indicated.

D. Warning Labels:

1. Materials: Use factory pre-printed or machine-printed self-adhesive polyester or self-adhesive vinyl labels; UV, chemical, water, heat, and abrasion resistant; produced using materials recognized to UL 969.

2. Machine-Printed Labels: Use thermal transfer process printing machines and accessories recommended by label manufacturer.

3. Minimum Size: 2 by 4 inches unless otherwise indicated.

PART 3 - EXECUTION

3.1 PREPARATION
A. Clean surfaces to receive adhesive products according to manufacturer's instructions.

3.2 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Install identification products to be plainly visible for examination, adjustment, servicing, and maintenance. Unless otherwise indicated, locate products as follows:

1. Surface-Mounted Equipment: Enclosure front.

2. Flush-Mounted Equipment: Inside of equipment door.

3. Free-Standing Equipment: Enclosure front; also enclosure rear for equipment with rear access.

4. Elevated Equipment: Legible from the floor or working platform.

5. Interior Components: Legible from the point of access.

6. Conduits: Legible from the floor.

7. Boxes: Outside face of cover.

8. Conductors and Cables: Legible from the point of access.

9. Devices: Outside face of cover.

C. Install identification products centered, level, and parallel with lines of item being identified.

D. Secure nameplates to exterior surfaces of enclosures using stainless steel screws and to interior surfaces using self-adhesive backing or epoxy cement.

E. Install self-adhesive labels and markers to achieve maximum adhesion, with no bubbles or wrinkles and edges properly sealed.

F. Install underground warning tape above buried lines with one tape per trench at 3 inches below finished grade.

G. Mark all handwritten text, where permitted, to be neat and legible.

SECTION 26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3.3 FIELD QUALITY CONTROL
A. Replace self-adhesive labels and markers that exhibit bubbles, wrinkles, curling or other signs of improper adhesion.

END OF SECTION

SECTION 26 27 26 – WIRING DEVICES - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 262726 – WIRING DEVICES
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Wall switches.

B. Receptacles.

C. Wall plates.

1.2 RELATED REQUIREMENTS
A. Section 260533.16 - Boxes for Electrical Systems.

B. Section 260553 - Identification for Electrical Systems: Identification products and requirements.

1.3 REFERENCE STANDARDS
A. FS W-C-596 - Connector, Electrical, Power, General Specification for 2014h, with Amendments (2017).

B. FS W-S-896 - Switches, Toggle (Toggle and Lock), Flush Mounted (General Specification) 2014g, with Amendment (2017).

C. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

D. NECA 130 - Standard for Installing and Maintaining Wiring Devices 2016.

E. NEMA WD 1 - General Color Requirements for Wiring Devices 1999 (Reaffirmed 2020).

F. NEMA WD 6 - Wiring Devices - Dimensional Specifications 2021.

G. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

H. UL 20 - General-Use Snap Switches Current Edition, Including All Revisions.

I. UL 498 - Attachment Plugs and Receptacles Current Edition, Including All Revisions.

J. UL 514D - Cover Plates for Flush-Mounted Wiring Devices Current Edition, Including All Revisions.

K. UL 943 - Ground-Fault Circuit-Interrupters Current Edition, Including All Revisions.

1.4 ADMINISTRATIVE REQUIREMENTS

SECTION 26 27 26 – WIRING DEVICES - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Coordination:

1. Coordinate the placement of outlet boxes with millwork, furniture, equipment, etc. installed under other sections or by others.

2. Coordinate wiring device ratings and configurations with the electrical requirements of actual equipment to be installed.

3. Coordinate the placement of outlet boxes for wall switches with actual installed door swings.

4. Coordinate the installation and preparation of uneven surfaces, such as split face block, to provide suitable surface for installation of wiring devices.

5. Coordinate the core drilling of holes for poke-through assemblies with the work covered under other sections.

6. Notify Architect of any conflicts or deviations from Contract Documents to obtain direction prior to proceeding with work.

B. Sequencing:

1. Do not install wiring devices until final surface finishes and painting are complete.

1.5 SUBMITTALS
A. Product Data: Provide manufacturer's catalog information showing dimensions, colors, and configurations.

1. Wall Dimmers: Include derating information for ganged multiple devices.

1.6 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

C. Products: Listed, classified, and labeled as suitable for the purpose intended.

D. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.7 DELIVERY, STORAGE, AND PROTECTION
A. Store in a clean, dry space in original manufacturer's packaging until ready for installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Hubbell Incorporated: www.hubbell-wiring.com.

B. Leviton Manufacturing Company, Inc: www.leviton.com.

SECTION 26 27 26 – WIRING DEVICES - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. Lutron Electronics Company, Inc: www.lutron.com.

2.2 WIRING DEVICE APPLICATIONS
A. Provide wiring devices suitable for intended use and with ratings adequate for load served.

2.3 WIRING DEVICE FINISHES
A. Provide wiring device finishes as described below unless otherwise indicated.

B. Wiring Devices Installed in Wet or Damp Locations: White with specified weatherproof cover.

2.4 WALL SWITCHES
A. Wall Switches - General Requirements: AC only, quiet operating, general-use snap switches with silver alloy contacts, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 20 and where applicable, FS WS-896; types as indicated on the drawings.

1. Wiring Provisions: Terminal screws for side wiring and screw actuated binding clamp for back wiring with separate ground terminal screw.

2.5 RECEPTACLES
A. Manufacturers:

1. Hubbell Incorporated: www.hubbell-wiring.com.

2. Leviton Manufacturing Company, Inc: www.leviton.com.

3. Lutron Electronics Company, Inc; Designer Style: www.lutron.com/#sle.

B. Receptacles - General Requirements: Self-grounding, complying with NEMA WD 1 and NEMA WD 6, and listed as complying with UL 498, and where applicable, FS W-C-596; types as indicated on the drawings.

1. Wiring Provisions: Terminal screws for side wiring or screw actuated binding clamp for back wiring with separate ground terminal screw.

2. NEMA configurations specified are according to NEMA WD 6.

C. Convenience Receptacles:

1. Standard Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R; single or duplex as indicated on the drawings.

2. Weather Resistant Convenience Receptacles: Industrial specification grade, 20A, 125V, NEMA 5-20R, listed and labeled as weather resistant type complying with UL 498 Supplement SD suitable for installation in damp or wet locations; single or duplex as indicated on the drawings.

D. GFCI Receptacles:

1. GFCI Receptacles - General Requirements: Self-testing, with feed-through protection and light to indicate ground fault tripped condition and loss of protection; listed as complying with UL 943, class A.

SECTION 26 27 26 – WIRING DEVICES - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Standard GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style.

3. Weather Resistant GFCI Receptacles: Industrial specification grade, duplex, 20A, 125V, NEMA 5-20R, rectangular decorator style, listed and labeled as weather resistant type complying with UL 498 Supplement SD suitable for installation in damp or wet locations.

2.6 WALL PLATES
A. Wall Plates: Comply with UL 514D.

1. Configuration: One piece cover as required for quantity and types of corresponding wiring devices.

2. Size: Standard.

3. Screws: Metal with slotted heads finished to match wall plate finish.

B. Weatherproof Covers for Damp Locations: Gasketed, cast aluminum, with self-closing hinged cover and corrosion-resistant screws; listed as suitable for use in wet locations with cover closed.

C. Weatherproof Covers for Wet Locations: Gasketed, cast aluminum, with hinged lockable cover and corrosion-resistant screws; listed as suitable for use in wet locations while in use with attachment plugs connected and identified as extra-duty type.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are properly sized to accommodate devices and conductors in accordance with NFPA 70.

C. Verify that wall openings are neatly cut and will be completely covered by wall plates.

D. Verify that final surface finishes are complete, including painting.

E. Verify that branch circuit wiring installation is completed, tested, and ready for connection to wiring devices.

F. Verify that core drilled holes for poke-through assemblies are in proper locations.

G. Verify that conditions are satisfactory for installation prior to starting work.

3.2 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.

SECTION 26 27 26 – WIRING DEVICES - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes.

3.3 INSTALLATION
A. Perform work in accordance with NECA 1 (general workmanship) and, where applicable, NECA 130, including mounting heights specified in those standards unless otherwise indicated.

B. Coordinate locations of outlet boxes provided under Section 260533.16 as required for installation of wiring devices provided under this section.

1. Mounting Heights: Unless otherwise indicated, as follows:
a. Wall Switches: 48 inches above finished floor.
b. Receptacles: 18 inches above finished floor or 6 inches above counter.

2. Orient outlet boxes for vertical installation of wiring devices unless otherwise indicated.

3. Where multiple receptacles, wall switches, or wall dimmers are installed at the same location and at the same mounting height, gang devices together under a common wall plate.

4. Locate wall switches on strike side of door with edge of wall plate 3 inches from edge of door frame. Where locations are indicated otherwise, notify Architect to obtain direction prior to proceeding with work.

5. Locate receptacles for electric drinking fountains concealed behind drinking fountain according to manufacturer's instructions.

C. Install wiring devices in accordance with manufacturer's instructions.

D. Install permanent barrier between ganged wiring devices when voltage between adjacent devices exceeds 300 V.

E. Where required, connect wiring devices using pigtails not less than 6 inches long. Do not connect more than one conductor to wiring device terminals.

F. Connect wiring devices by wrapping conductor clockwise 3/4 turn around screw terminal and tightening to proper torque specified by the manufacturer.

Where present, do not use push-in pressure terminals that do not rely on screw-actuated binding.

G. Unless otherwise indicated, connect wiring device grounding terminal to branch circuit equipment grounding conductor and to outlet box with bonding jumper.

H. Provide GFCI receptacles with integral GFCI protection at each location indicated. Do not use feed-through wiring to protect downstream devices.

I. Where split-wired duplex receptacles are indicated, remove tabs connecting top and bottom receptacles.

J. Install wiring devices plumb and level with mounting yoke held rigidly in place.

SECTION 26 27 26 – WIRING DEVICES - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
K. Install wall switches with OFF position down.

L. Install vertically mounted receptacles with grounding pole on top and horizontally mounted receptacles with grounding pole on left.

M. Install wall plates to fit completely flush to wall with no gaps and rough opening completely covered without strain on wall plate. Repair or reinstall improperly installed outlet boxes or improperly sized rough openings. Do not use oversized wall plates in lieu of meeting this requirement.

N. Install blank wall plates on junction boxes and on outlet boxes with no wiring devices installed or designated for future use.

O. Identify wiring devices in accordance with Section 260553.

3.4 FIELD QUALITY CONTROL
A. Inspect each wiring device for damage and defects.

B. Operate each wall switch with circuit energized to verify proper operation.

C. Test each receptacle to verify operation and proper polarity.

D. Test each GFCI receptacle for proper tripping operation according to manufacturer's instructions.

E. Correct wiring deficiencies and replace damaged or defective wiring devices.

3.5 ADJUSTING
A. Adjust devices and wall plates to be flush and level.

3.6 CLEANING
A. Clean exposed surfaces to remove dirt, paint, or other foreign material and restore to match original factory finish.

END OF SECTION

SECTION 26 51 20 – AUTOMATIC LIGHTING CONTROL SYSTEM - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 265120 – AUTOMATIC LIGHTING CONTROL SYSTEM
PART 1 - GENERAL

1.1 DESCRIPTION OF WORK
A. Provide and design an automatic lighting control system as described in this specification and as called for on the drawings.

1.2 QUALITY ASSURANCE
A. Manufacturer shall have a minimum of 10 years experience in manufacturing and installing this type of system.

B. The Contractor shall provide a list of recent jobs completed during the last 5 years with the name and phone number of a contact person.

C. All components and assemblies are to be pre-tested and assembled at the factory prior to installation.

D. Provide a factory-trained technician on site. The technician shall functionally test each component in the system after installation to verify proper operation and confirm that the panel wiring and addressing conform to the wiring documentation.

1.3 SUBMITTALS
A. The following list includes the required shop drawings and product data information that shall be submitted.

1. Underwriters Laboratories, Inc. (UL) listing and factory test reports.

2. Internal and system wiring diagrams.

3. Single line diagram of the system configuration. Typical riser diagrams are not acceptable.

4. Dimensions of the equipment layout.

5. Control wiring and conduits layout and connections.

6. Floor plans to scale showing the location of each device and equipment.

7. Product data of all the components including but not limited to programmable central controllers, transceivers panels, input relays, switches and other ancillary equipment.

1.4 REFERENCES
A. UL 916 Energy Management Equipment.

B. FCC Emissions Standards specified in Part 15, subpart J for Class A, Applications.

PART 2 - PRODUCTS

2.1 MATERIALS

SECTION 26 51 20 – AUTOMATIC LIGHTING CONTROL SYSTEM - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Provide and microprocessor controlled relay panels for the Lighting Control System. The system shall include programmable standalone master panel, switch inputs, wiring, power supplies, relays and ancillary relays.

B. Panels shall be capable of standing alone or operating as part of a network.

1. The system shall provide intelligence to operate as follows:
a. Store all user operating data.
b. Initiate all relay output commands based on:
1) Operator inputs
2) Automatic operating schedule
3) Binary type field sensors
4) Universal override switch inputs
5) Internal 56K Baud modem
c. Provide automatic system diagnostics and alarming based on detected faults in the controller, transceiver panels, relays, and data line.

2. System shall include a memory back up to be able to survive an indefinite length of power failure.

C. Lighting Control Panel (LCP): Microprocessor based, complete prewired assemblies consisting of the following:

1. Stand alone panel controller capable of receiving and acting upon programs downloaded from the central computer. Programs downloaded from the network shall be capable of continuing to operate even if the network should fail. Battery Back up provides 8 days of memory retention. Panel shall be part of a system that can control up to 750 relays and receive up to 500 switch inputs. Panel shall have an USB input for local programming and trouble shooting from a laptop computer.

2. Internal digital clock with self control power.

3. Output modules: Plug in type to receive coded digital commands from the panel controller and pulse output relays to the appropriate state. Actual status feedback of the relays are to be fed back to the panel controller and from there to the central computer. Actual status of each relay is to be indicated by a pilot LED on the control board. Each Module controls 8 or 16 relays.

4. Switch input modules: Plug-in type, actuated by remote external contact closures. These contact closures may be either momentary or maintained. The action of the contact is noted by the panel controller and acted upon as programmed by software. The action of the contact can command any group of output relays to the desired state. Either 8 or 24- input channels as shown on the plans.

5. Output Relays
a. Type: Momentary pulsed, mechanically latched with pilot light contact. b. Rating: 20 Ampere, 277VAC
c. Number per panel: 16,32 or 48 as required to satisfy this project scope.

6. The low voltage and high voltage sections of the lighting control cabinet shall be separated by a 14 gage steel barrier in which the relays are mounted. In areas where both 120 volt and 277 volt loads are present the high voltage compartment shall have a 14 gage steel barrier between the

SECTION 26 51 20 – AUTOMATIC LIGHTING CONTROL SYSTEM - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
relays that carry 120 VAC and the relays that carry 277VAC. Each section shall be clearly labeled as to the voltage in that compartment.

7. Panel power supply shall be dual primary 115/277 volts AC, 60 Hz. ± 10%.

Low voltage side shall be protected from power line surges and spikes on the input power. The low voltage section shall be protected against short circuit faults and relay failures.

8. Panels shall be UL approved and shall have a short circuit withstand current rating at 14,000 AIC.

9. Manufacturer: Lighting Control and Design, or G.E. or equal.

PART 3 - EXECUTION

3.1 INSTALLATION
A. The Lighting Control System shall be installed and wired completely as required by the equipment manufacturer by the contractor, who shall make all necessary wiring connections to the lighting fixtures, override switches, photo cells and equipment.

B. The Contractor shall provide on-site programming time with factory-trained personnel for the system set-up. The Contractor shall set up the software program and program the entire system in accordance with the Owner's instructions.

C. Documentation

1. Accurate "as-built" drawings shall be provided by the Contractor. These shall indicate the load controlled by each relay and the identification number for that switch connected to an input and the identification number of that input. Three sets of space plans or reflected ceiling plans shall be provided by the contractor indicating which fixtures are controlled by each relay.

2. A separate data grade private line with RJ45 jack shall be furnished for each modem.

3.2 SERVICE AND SUPPORT
A. Startup: After the system has been installed, the Contractor shall provide the services of a factory trained representative of the manufacturer to verify correct operation of all system components. The contractor shall guarantee all material and workmanship involving the system for three years after startup.

B. Training: After system startup and after all the programming is completed, the Contractor shall arrange for a factory trained representative to train the Owner's personnel. The trainer shall instruct the Owner's personnel in how to program the system and demonstrate a typical operating program for an area. The Contractor shall allow for 24 hours' instruction time for the Owner's training.

C. Factory Support: Factory support shall be available free of charge during the three-year warranty period to answer programming and application

SECTION 26 51 20 – AUTOMATIC LIGHTING CONTROL SYSTEM - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
questions. The manufacturer, or his representative, shall have a remote terminal capable of programming the system to support the Owner's personnel during this period. The Contractor shall include a modem, necessary cabling and telephone extension to support this telecommunications operation. The Contractor shall provide a three-year maintenance service contract as part of the cost.

D. The Contractor shall also provide a software site licensing so that the Owner will be able to transfer the software program from the main computer to the other computers. This transfer shall not be an extra cost to the Owner.

END OF SECTION

SECTION 26 56 00 – EXTERIOR LIGHTING - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 265600 – EXTERIOR LIGHTING
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Exterior luminaires.

B. Ballasts.

C. Lamps.

D. Poles and accessories.

1.2 RELATED REQUIREMENTS
A. Section 260529 - Hangers and Supports for Electrical Systems.

B. Section 260533.16 - Boxes for Electrical Systems.

1.3 REFERENCE STANDARDS
A. AASHTO LTS - Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals 2013, with Editorial Revision (2022).

B. ANSI C82.4 - American National Standard for Lamp Ballasts - Ballasts for High-Intensity-Discharge and Low-Pressure Sodium Lamps 2017.

C. IEEE C2 - National Electrical Safety Code(R) (NESC(R)) 2023.

D. IES LM-79 - Approved Method: Optical and Electrical Measurements of SolidState Lighting Products 2019.

E. IES LM-80 - Approved Method: Measuring Maintenance of Light Output Characteristics of Solid-State Light Sources 2021.

F. NECA 1 - Standard for Good Workmanship in Electrical Construction 2015.

G. NECA/IESNA 501 - Standard for Installing Exterior Lighting Systems 2000 (Reaffirmed 2006).

H. NEMA 410 - Performance Testing for Lighting Controls and Switching Devices with Electronic Drivers and Disharge Ballasts 2020.

I. NFPA 70 - National Electrical Code Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

SECTION 26 56 00 – EXTERIOR LIGHTING - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
J. UL 1029 - High-Intensity-Discharge Lamp Ballasts Current Edition, Including All Revisions.

K. UL 1598 - Luminaires Current Edition, Including All Revisions.

L. UL 8750 - Light Emitting Diode (LED) Equipment for Use in Lighting Products Current Edition, Including All Revisions.

1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate placement of poles and associated foundations with utilities, curbs, sidewalks, trees, walls, fences, striping, etc. installed under other sections or by others. Coordinate elevation to obtain specified foundation height.

2. Notify Architect of any conflicts or deviations from Contract Documents to obtain direction prior to proceeding with work.

1.5 SUBMITTALS
A. Shop Drawings:

1. Indicate dimensions and components for each luminaire that is not a standard product of the manufacturer.

2. Provide photometric calculations where luminaires are proposed for substitution upon request.

B. Product Data: Provide manufacturer's standard catalog pages and data sheets including detailed information on luminaire construction, dimensions, ratings, finishes, mounting requirements, listings, service conditions, photometric performance, weight, effective projected area (EPA), and installed accessories; include model number nomenclature clearly marked with all proposed features.

1. LED Luminaires:
a. Include estimated useful life, calculated based on IES LM-80 test data.

2. Lamps: Include rated life and initial and mean lumen output.

3. Poles: Include information on maximum supported effective projected area (EPA) and weight for the design wind speed.

C. Samples:

1. Provide one sample(s) of each luminaire proposed for substitution upon request.

1.6 QUALITY ASSURANCE
A. Comply with requirements of NFPA 70.

SECTION 26 56 00 – EXTERIOR LIGHTING - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

C. Product Listing Organization Qualifications: An organization recognized by OSHA as a Nationally Recognized Testing Laboratory (NRTL) and acceptable to authorities having jurisdiction.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Receive, handle, and store products according to NECA/IESNA 501 and manufacturer's written instructions.

B. Keep products in original manufacturer's packaging and protect from damage until ready for installation.

1.8 WARRANTY
A. Provide five year manufacturer warranty for all LED luminaires, including drivers.

PART 2 - PRODUCTS

2.1 LUMINAIRE TYPES
A. Furnish products as indicated in luminaire schedule included on the drawings.

2.2 LUMINAIRE TYPES
A. Type [_____] : Pole-mounted HID area luminaire.

1. Configuration: Single luminaire(s) mounted 90 degrees apart as indicated.

2. Luminaire(s):

3. Pole:
a. Material: Steel.
b. Shape: Square straight.
c. Finish: Match luminaire finish.
d. Mounting: Install on concrete foundation, height as indicated on the drawings.
e. Provide with the following features/accessories:
1) Top cap.
2) Anchor base cover.
3) Hinged base.

2.3 LUMINAIRES
A. Manufacturers:

1. Acuity Brands, Inc; [__________]: www.acuitybrands.com/#sle.

SECTION 26 56 00 – EXTERIOR LIGHTING - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Provide products that comply with requirements of NFPA 70.

C. Provide products that are listed and labeled as complying with UL 1598, where applicable.

D. Provide products listed, classified, and labeled as suitable for the purpose intended.

E. Unless otherwise indicated, provide complete luminaires including lamp(s) and all sockets, ballasts, reflectors, lenses, housings and other components required to position, energize and protect the lamp and distribute the light.

F. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring, connectors, hardware, poles, foundations, supports, trims, accessories, etc. as necessary for a complete operating system.

G. Provide products suitable to withstand normal handling, installation, and service without any damage, distortion, corrosion, fading, discoloring, etc.

H. Provide luminaires listed and labeled as suitable for wet locations unless otherwise indicated.

I. LED Luminaires:

1. Components: UL 8750 recognized or listed as applicable.

2. Tested in accordance with IES LM-79 and IES LM-80.

3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance, calculated based on IES LM-80 test data.

J. Exposed Hardware: Stainless steel.

2.4 BALLASTS AND DRIVERS
A. Manufacturers:

1. General Electric Company/GE Lighting;
[__________]: www.gelighting.com/#sle.

2. OSRAM Sylvania, Inc; [__________]: www.osram.us/ds/#sle.

3. Philips Lighting North America Corporation; [__________]; www.usa.lighting.philips.com/#sle.

4. Manufacturer Limitations: Where possible, for each type of luminaire provide ballasts produced by a single manufacturer.

5. Where a specific manufacturer or model is indicated elsewhere in the luminaire schedule or on the drawings, substitutions are not permitted unless explicitly indicated.

B. Ballasts/Drivers - General Requirements:

1. Provide ballasts containing no polychlorinated biphenyls (PCBs).

SECTION 26 56 00 – EXTERIOR LIGHTING - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Minimum Efficiency/Efficacy: Provide ballasts complying with all current applicable federal and state ballast efficiency/efficacy standards.

3. Electronic Ballasts/Drivers: Inrush currents not exceeding peak currents specified in NEMA 410.

C. Dimmable LED Drivers:

1. Dimming Range: Continuous dimming from 100 percent to five percent relative light output unless dimming capability to lower level is indicated, without flicker.

2. Control Compatibility: Fully compatible with the dimming controls to be installed.

D. High Intensity Discharge (HID) Ballasts: Unless otherwise indicated, provide electromagnetic ballasts complying with ANSI C82.4 and listed and labeled as complying with UL 1029.

1. Input Voltage: Suitable for operation at voltage of connected source, with variation tolerance of plus or minus 5 percent.

2. Power Factor: Not less than 0.90 unless otherwise indicated.

2.5 LAMPS
A. Manufacturers:

1. General Electric Company/GE Lighting;
[__________]: www.gelighting.com/#sle.

2. Osram Sylvania; [__________]: www.sylvania.com/#sle.

3. Philips Lighting North America Corporation;
[__________]: www.usa.lighting.philips.com/#sle.

4. Manufacturer Limitations: Where possible, provide lamps produced by a single manufacturer.

5. Where a specific manufacturer or model is indicated elsewhere in the luminaire schedule or on the drawings, substitutions are not permitted unless explicitly indicated.

B. Lamps - General Requirements:

1. Unless explicitly excluded, provide new, compatible, operable lamps in each luminaire.

2. Verify compatibility of specified lamps with luminaires to be installed.

Where lamps are not specified, provide lamps per luminaire manufacturer's recommendations.

3. Minimum Efficiency: Provide lamps complying with all current applicable federal and state lamp efficiency standards.

4. Color Temperature Consistency: Unless otherwise indicated, for each type of lamp furnish products which are consistent in perceived color temperature. Replace lamps that are determined by the Architect to be inconsistent in perceived color temperature.

SECTION 26 56 00 – EXTERIOR LIGHTING - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. High Intensity Discharge (HID) Lamps: Wattage as indicated, with bulb type, burning position, and base type as required for luminaire.

2.6 POLES
A. Manufacturers:

1. Acuity Brands, Inc; [__________]: www.acuitybrands.com/#sle.

B. All Poles:

1. Provide poles and associated support components suitable for the luminaire(s) and associated supports and accessories to be installed.

2. Structural Design Criteria:
a. Comply with AASHTO LTS.
b. Wind Load: Include effective projected area (EPA) of luminaire(s) and associated supports and accessories to be installed.
c. Dead Load: Include weight of proposed luminaire(s) and associated supports and accessories.
d. Include structural calculations demonstrating compliance with submittals.

3. Material: Steel, unless otherwise indicated.

4. Shape: Square straight, unless otherwise indicated.

5. Finish: Match luminaire finish, unless otherwise indicated.

6. Mounting: Install on concrete foundation, height as indicated on the drawings, unless otherwise indicated.

7. Unless otherwise indicated, provide with the following features/accessories:
a. Top cap.
b. Anchor bolts with leveling nuts or leveling shims.
c. Anchor base cover.

C. Metal Poles: Provide ground lug, accessible from handhole or transformer base.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that field measurements are as indicated.

B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are properly sized to accommodate conductors in accordance with NFPA 70.

C. Verify that suitable support frames are installed where required.

D. Verify that branch circuit wiring installation is completed, tested, and ready for connection to luminaires.

SECTION 26 56 00 – EXTERIOR LIGHTING - 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. Verify that conditions are satisfactory for installation prior to starting work.

3.2 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.

B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes.

3.3 INSTALLATION
A. Coordinate locations of outlet boxes provided under Section 260533.16 as required for installation of luminaires provided under this section.

B. Perform work in accordance with NECA 1 (general workmanship).

C. Install products in accordance with manufacturer's instructions.

D. Install luminaires in accordance with NECA/IESNA 501.

E. Provide required support and attachment in accordance with Section 260529.

F. Install luminaires plumb and square and aligned with building lines and with adjacent luminaires.

G. Pole-Mounted Luminaires:

1. Maintain the following minimum clearances:
a. Comply with IEEE C2.
b. Comply with utility company requirements.

2. Foundation-Mounted Poles:
a. Install foundations plumb.
b. Install poles plumb, using leveling nuts or shims as required to adjust to plumb.
c. Tighten anchor bolt nuts to manufacturer's recommended torque.

3. Grounding:
a. Bond luminaires, metal accessories, metal poles, and foundation reinforcement to branch circuit equipment grounding conductor.

4. Install separate service conductors, 12 AWG copper, from each luminaire down to handhole for connection to branch circuit conductors.

H. Install accessories furnished with each luminaire.

I. Bond products and metal accessories to branch circuit equipment grounding conductor.

J. Install lamps in each luminaire.

3.4 FIELD QUALITY CONTROL

SECTION 26 56 00 – EXTERIOR LIGHTING - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Inspect each product for damage and defects.

B. Operate each luminaire after installation and connection to verify proper operation.

C. Correct wiring deficiencies and repair or replace damaged or defective products. Repair or replace excessively noisy ballasts as determined by Architect.

3.5 ADJUSTING
A. Aim and position adjustable luminaires to achieve desired illumination as indicated or as directed by Architect. Secure locking fittings in place.

3.6 CLEANING
A. Clean surfaces according to NECA/IESNA 501 and manufacturer's instructions to remove dirt, fingerprints, paint, or other foreign material and restore finishes to match original factory finish.

3.7 CLOSEOUT ACTIVITIES
A. Demonstration: Demonstrate proper operation of luminaires to Architect, and correct deficiencies or make adjustments as directed.

B. Just prior to Substantial Completion, replace all lamps that have failed.

3.8 PROTECTION
A. Protect installed luminaires from subsequent construction operations.

END OF SECTION

APPENDIX ‘A’
Geotechnical Evaluation Report

131 Calle Iglesia, Suite 200, San Clemente, CA 92672 (949) 369-6141 www.lgcgeotechnical.com October 13, 2023 Project No. 23011-01
Mr. Eric Sterling
David Volz Design Landscape Architects
151 Kalmus Drive, Suite M8
Costa Mesa, CA 92626
Subject: Geotechnical Evaluation for the Proposed Sports Court, Bryant Ranch Park, Yorba Linda, California
In accordance with your request, LGC Geotechnical, Inc. is providing a geotechnical evaluation for the proposed sports court, located at Bryant Ranch Park, in the City of Yorba Linda, California. This report presents the results of our limited subsurface explorations and geotechnical analysis and provides a summary of our conclusions and recommendations relative to the proposed improvements.

Should you have any questions regarding this report, please do not hesitate to contact our office. We appreciate this opportunity to be of service.

Sincerely,
LGC Geotechnical, Inc.

Dennis Boratynec, GE 2770 Branden Petersen, EIT
Vice President Senior Staff Engineer
DJB/BPP/amm
Distribution: (1) Addressee (electronic copy)

Project No. 23011‐01 Page i October 13, 2023

TABLE OF CONTENTS
Section Page

1.0 INTRODUCTION ........................................................................................................................................................ 1

1.1 Purpose and Scope of Services ............................................................................................................... 1

1.2 Existing Site Conditions and Proposed Development .................................................................. 1

1.3 Subsurface Exploration ............................................................................................................................. 3

1.4 Laboratory Testing ..................................................................................................................................... 3

2.0 GEOTECHNICAL CONDITIONS .......................................................................................................................... 4

2.1 Regional Geology ......................................................................................................................................... 4

2.2 Generalized Subsurface Conditions .................................................................................................... 4

2.3 Groundwater ................................................................................................................................................. 4

2.4 Faulting ........................................................................................................................................................... 5

2.4.1 Liquefaction and Dynamic Settlement ................................................................................. 5

2.4.2 Lateral Spreading ......................................................................................................................... 6

2.5 Seismic Design Criteria ............................................................................................................................ 6

2.6 Expansion Potential ................................................................................................................................... 8

3.0 CONCLUSIONS ........................................................................................................................................................... 9

4.0 PRELIMINARY RECOMMENDATIONS ........................................................................................................ 10

4.1 Site Earthwork .......................................................................................................................................... 10

4.1.1 Site Preparation ......................................................................................................................... 10

4.1.2 Removal Depths and Subgrade Prepartion ..................................................................... 11

4.1.3 Temporary Excavations ......................................................................................................... 11

4.1.4 Material for Fill .......................................................................................................................... 12

4.1.5 Placement and Compaction of Fills .................................................................................... 12

4.1.6 Trench Backfill and Compaction.......................................................................................... 13

4.2 Sport Court Design Recommendations ........................................................................................... 13

4.3 Shallow Foundations Soil Bearing and Lateral Resistance ................................................... 15

4.4 Pier Footing Design ................................................................................................................................ 15

4.5 Soil Corrosivity .......................................................................................................................................... 16

4.6 Nonstructural Concrete Flatwork .................................................................................................... 16

4.7 Grading and Foundation Plan Review ............................................................................................. 17

4.8 Geotechnical Observation and Testing During Construction ................................................. 17

5.0 LIMITATIONS ......................................................................................................................................................... 18

Project No. 23011‐01 Page ii October 13, 2023

LIST OF TABLES, ILLUSTRATIONS, & APPENDICES
Tables
Table 1 – Seismic Design Parameters (Page 7)
Table 2 – Preliminary Geotechnical Sport Court Slab Design Parameters (Page 14) Figures
Figure 1 – Site Location Map (Page 2)
Figure 2 – Hand Auger Location Map (Rear of Text)
Appendices
Appendix A – References
Appendix B – Laboratory Testing Procedures and Test Results Appendix C – General Earthwork and Grading Specifications for Rough Grading

Project No. 23011‐01 Page 1 October 13, 2023

1.0 INTRODUCTION

1.1 Purpose and Scope of Services
The purpose of our work was to evaluate site geotechnical conditions and to provide geotechnical recommendations with respect to the proposed improvements.

As part of this report, we have: 1) reviewed available geotechnical reports and in-house geologic maps pertinent to the site; 2) performed a subsurface geotechnical evaluation of the site consisting of the excavation of 2 hand auger borings ranging from 3 to 5 feet below existing ground surface; 3) performed laboratory testing of soil samples obtained during our subsurface evaluation; and 4) prepared this summary report presenting our findings, conclusions, and geotechnical recommendations with respect to the proposed site improvements.

1.2 Existing Site Conditions and Proposed Development
The subject site, located within Bryant Ranch Park is bounded to the north by slopes and a residential development, to the west by a school, and to the south and east by Paseo de Toronto (see Figure 1). The proposed improvements are located near the existing playground in the eastern portion of the park.

Based upon preliminary information provided by you (DVD, 2006), we understand that the proposed improvements will consist of a new basketball court with associated lighting (utility) improvements.

Approximate Site Location
FIGURE 1
Site Location Map
DATE October 2023
ENG. / GEOL.

PROJECT NO.

PROJECT NAME
SCALE
DJB
Not to Scale
DVD - Bryant Ranch Park
23011-01

Project No. 23011‐01 Page 3 October 13, 2023

1.3 Subsurface Exploration
A geotechnical evaluation of the site was performed by LGC Geotechnical on September 14, 2023.

Two hand augured borings were excavated to approximately 3 to 5 feet below the existing surface, sampled, logged, and backfilled. The near surface soils were interpreted to be stiff/dense.

The approximate locations of our hand auger borings are presented on our Hand Auger Location Map (Figure 2).

1.4 Laboratory Testing
Representative bulk samples were retained for laboratory testing during our field evaluation.

Laboratory testing included expansion index and limited corrosion testing. A summary of the laboratory test results is presented in Appendix B.
 One expansion potential test was performed and indicated an expansion index value of 46, corresponding to a “Low” expansion potential.
 Sulfate testing indicated a soluble sulfate content of approximately 0.026 percent.

Project No. 23011‐01 Page 4 October 13, 2023

2.0 GEOTECHNICAL CONDITIONS

2.1 Regional Geology
The subject site is located along the southeastern margin of the laterally extensive Los Angeles Basin, a large structural depression within the Peninsular Ranges geomorphic province of California. The site is more specifically located on the southern end of the foothills of the eastern Puente Hills within the area of the Holocene-active Whittier Fault Section of the Elsinore Fault Zone. The foothills are characterized by mostly southwest-trending canyons and ridges, and those canyons have dissected the variable-age alluvial fan deposits with relatively recent drainage pathways. In general, older alluvial deposits flank the foothills, and younger deposits are observed in canyon bottoms.

2.2 Generalized Subsurface Conditions
Based on our limited subsurface evaluation and regional geologic maps (Dibblee, 2001), the subject site and surrounding areas are underlain by older artificial fill (afo) which is underlain by the Topanga Sandstone Formation (Ttp). Where observed, the previously placed fill generally consisted of various shades of brown silt with varying amounts of sand and clay. The Topanga Formation was not encountered during our evaluation but generally consists of tan to light gray sandstone with gravels and minor amounts of clay. It is our understanding that the previously placed fill was placed during the development of the adjacent developments to the west of the site between 1988 and 1992 (Historic Aerials, 2023). Additional grading may have been performed during the original development of the park in 2006.

It should be noted that borings are only representative of the location and time where/when they are performed, and varying subsurface conditions may exist outside of the performed location. In addition, subsurface conditions can change over time. The soil descriptions provided above should not be construed to mean that the subsurface profile is uniform, and that soil is homogeneous within the project area.

2.3 Groundwater
Groundwater was not encountered during our limited subsurface evaluation. After reviewing historic high groundwater maps it was determined that groundwater should not be expected in the upper 30 to 50 feet below existing grade (CDMG, 2000).

Seasonal fluctuations of groundwater elevations should be expected over time especially at the toe of a large slope. In general, groundwater levels fluctuate with the seasons and local zones of perched groundwater may be present due to local seepage caused by irrigation and/or recent precipitation. Local perched groundwater conditions or surface seepage may develop once site development is completed.

Project No. 23011‐01 Page 5 October 13, 2023

2.4 Faulting
Prompted by damaging earthquakes in Northern and Southern California, State legislation and policies concerning the classification and land-use criteria associated with faults have been developed. Their purpose was to prevent the construction of urban developments across the trace of active faults, resulting in the Alquist-Priolo Earthquake Fault Zoning Act. Earthquake Fault Zones have been delineated along the traces of active faults within California. Where developments for human occupation are proposed within these zones, the state requires detailed fault evaluations be performed so that engineering geologists can mitigate the hazards associated with active faulting by identifying the location of active faults and allowing for a setback from the zone of previous ground rupture (CGS, 2018).

The subject site is located within a State of California Earthquake Fault Zone also known as “AP Zone” (CDMG, 1980) for the Whittier Fault. Restrictions related to fault zones only apply to habitable structures and it is our understanding that no habitable structures are proposed.

Evaluating the fault zone is outside our scope of work.

Should this portion of active fault rupture in the future, then in addition to very strong ground motions, vertical and horizontal offset on the order of a few inches to several feet may occur.

Major repairs and/or reconstruction of improvements located near the fault rupture should be anticipated.

Secondary effects of seismic shaking resulting from large earthquakes on the major faults in the Southern California region, which may affect the site, include soil liquefaction and lateral spreading. These secondary effects of seismic shaking are a possibility throughout the Southern California region and are dependent on the distance between the site and causative fault and the onsite geology. Some of the major active nearby faults that could produce these secondary effects include the Whittier, Chino, and Elsinore, among others. A discussion of these secondary effects is provided in the following sections.

2.4.1 Liquefaction and Dynamic Settlement
Liquefaction is a seismic phenomenon in which loose, saturated, granular soils behave similarly to a fluid when subject to high-intensity ground shaking. Liquefaction occurs when three general conditions coexist: 1) shallow groundwater; 2) low density noncohesive (granular) soils; and 3) high-intensity ground motion. Studies indicate that saturated, loose to medium dense, near surface cohesionless soils exhibit the highest liquefaction potential, while dry, dense, cohesionless soils and cohesive soils exhibit low to negligible liquefaction potential. In general, cohesive soils are not considered susceptible to liquefaction. Effects of liquefaction on level ground include settlement, sand boils, and bearing capacity failures below structures.

Due to the subject site not being located in a seismic hazard zone for liquefaction (CDMG, 2001) presence of shallow fill over bedrock, and the apparent lack of groundwater, the liquefaction potential is considered very low.

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2.4.2 Lateral Spreading
Lateral spreading is a type of liquefaction-induced ground failure associated with the lateral displacement of surficial blocks of sediment resulting from liquefaction in a subsurface layer. Once liquefaction transforms the subsurface layer into a fluid mass, gravity plus the earthquake inertial forces may cause the mass to move downslope towards a free face (such as a river channel or an embankment). Lateral spreading may cause large horizontal displacements and such movement typically damages pipelines, utilities, bridges, and structures.

Due to the lack of liquefiable materials, the potential for lateral spreading is considered very low.

2.5 Seismic Design Criteria
The site seismic characteristics were evaluated per the guidelines set forth in Chapter 16, Section 1613 of the 2022 California Building Code (CBC) and applicable portions of ASCE 7-16 which has been adopted by the CBC. Please note that the following seismic parameters are only applicable for code-based acceleration response spectra and are not applicable for where sitespecific ground motion procedures are required by ASCE 7-16. Representative site coordinates of latitude 33.881055 degrees north and longitude -117.713657 degrees west were utilized in our analyses. The maximum considered earthquake (MCE) spectral response accelerations (SMS and SM1) and adjusted design spectral response acceleration parameters (SDS and SD1) for Site Class C are provided in Table 1 on the following page. The structural designer should contact the geotechnical consultant if structural conditions (e.g., number of stories, seismically isolated structures, etc.) require site-specific ground motions.

Project No. 23011‐01 Page 7 October 13, 2023
TABLE 1
Seismic Design Parameters
Selected Parameters from 2022 CBC,
Section 1613 ‐ Earthquake Loads
Seismic
Design
Values
Notes/Exceptions
Distance to applicable faults classifies the site as a
“Near-Fault” site. Section 11.4.1 of ASCE 7
Site Class C Chapter 20 of ASCE 7
Ss (Risk-Targeted Spectral Acceleration
for Short Periods) 2.020g From SEAOC, 2023
S1 (Risk-Targeted Spectral
Accelerations for 1-Second Periods) 0.709g From SEAOC, 2023 Fa (per Table 1613.2.3(1)) 1.2
For Simplified Design Procedure
of Section 12.14 of ASCE 7, Fa
shall be taken as 1.4 (Section

12.14.8.1)
Fv (per Table 1613.2.3(2)) 1.4 -
SMS for Site Class C
[Note: SMS = FaSS] 2.424g -
SM1 for Site Class C
[Note: SM1 = FvS1] 0.993g -
SDS for Site Class C
[Note: SDS = (2/3) SMS] 1.616g -
SD1 for Site Class C
[Note: SD1 = (2/3) SM1] 0.662g -
CRS (Mapped Risk Coefficient at 0.2 sec) 0.904 ASCE 7 Chapter 22 CR1(Mapped Risk Coefficient at 1 sec) 0.908 ASCE 7 Chapter 22 A deaggregation of the PGA based on a 2,475-year average return period (MCE) indicates that an earthquake magnitude of 6.82 at a distance of approximately 4.70 km from the site would contribute the most to this ground motion. A deaggregation of the PGA based on a 475-year average return period (Design Earthquake) indicates that an earthquake magnitude of 6.65 at a distance of approximately 9.39 km from the site would contribute the most to this ground motion (USGS, 2014).

Section 1803.5.12 of the 2022 CBC (per Section 11.8.3 of ASCE 7) states that the maximum considered earthquake geometric mean (MCEG) Peak Ground Acceleration (PGA) should be used for liquefaction potential. The PGAM for the site is equal to 1.033g (SEAOC, 2023). The design PGA is equal to 0.689g (2/3 of PGAM).

Project No. 23011‐01 Page 8 October 13, 2023

2.6 Expansion Potential
Based on the results of our laboratory testing, site soils are anticipated to have a “Low” to “Medium” expansion potential.

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3.0 CONCLUSIONS
Based on the results of our geotechnical evaluation, it is our opinion that the proposed improvements are feasible from a geotechnical standpoint, provided the following conclusions and recommendations are implemented.

The following is a summary of the primary geotechnical factors that may affect future improvements at the site:
 Based on our subsurface exploration and regional geologic mapping, the site is underlain by older artificial fill and the Topanga Formation.
 Groundwater was not encountered during our limited subsurface evaluation. Historic high groundwater is estimated to be greater than 30 to 50 feet below current grade (CDMG, 2001).  The subject site is located within a State of California Earthquake Fault Zone (also known as “AP Zone”). Restrictions related to fault zones only apply to habitable structures and it is our understanding that no habitable structures are proposed. Evaluating the fault zone is outside our scope of work.
 The main seismic hazard is the potential for onsite active fault rupture resulting in vertical or horizontal offset on the order of a few inches to several feet.  The secondary seismic hazards that may affect the site is ground shaking from one of the active regional faults. The subject site will likely experience strong seismic ground shaking during its design life.
 The subject site is not located in a seismic hazard zone for liquefaction (CDMG, 2001).  Based on field observations ands findings, site soils have a Low to Medium expansion potential.  From a geotechnical perspective, the existing onsite soils are suitable material for use as fill, provided they are relatively free from rocks (larger than 8 inches in maximum dimension), construction debris, and significant organic material.

Project No. 23011‐01 Page 10 October 13, 2023

4.0 PRELIMINARY RECOMMENDATIONS
The following recommendations are to be considered preliminary and should be confirmed upon completion of grading and earthwork operations. In addition, they should be considered minimal from a geotechnical viewpoint, as there may be more restrictive requirements from the architect, structural engineer, building codes, governing agencies, or the owner.

It should be noted that the following geotechnical recommendations are intended to provide sufficient information to develop the site in general accordance with the 2022 CBC requirements. With regard to the potential occurrence of potentially catastrophic geotechnical hazards such as fault rupture, earthquake-induced landslides, liquefaction, etc. the following geotechnical recommendations should provide adequate protection for the proposed development to the extent required to reduce seismic risk to an “acceptable level.” The “acceptable level” of risk is defined by the California Code of Regulations as “that level that provides reasonable protection of the public safety, though it does not necessarily ensure continued structural integrity and functionality of the project” [Section 3721(a)].

Therefore, repair and remedial work of the proposed improvements may be required after a significant seismic event. With regards to the potential for less significant geologic hazards to the proposed development, the recommendations contained herein are intended as a reasonable protection against the potential damaging effects of geotechnical phenomena such as expansive soils, fill settlement, groundwater seepage, etc. It should be understood, however, that although our recommendations are intended to maintain the structural integrity of the proposed development and structures given the site geotechnical conditions, they cannot preclude the potential for some cosmetic distress or nuisance issues to develop as a result of the site geotechnical conditions.

The geotechnical recommendations contained herein must be confirmed to be suitable or modified based on the actual as-graded conditions.

4.1 Site Earthwork
We anticipate that earthwork at the site will consist of the required earthwork removals, precise grading, and construction of the proposed new improvements.

We recommend that earthwork onsite be performed in accordance with the following recommendations, the 2022 CBC and the General Earthwork and Grading Specifications for Rough Grading included in Appendix C. In case of conflict, the following recommendations shall supersede those included in Appendix C. The following recommendations should be considered preliminary and may be revised within the future grading plan review report or based on the actual conditions encountered during site grading.

4.1.1 Site Preparation
Prior to grading of areas to receive structural fill or engineered improvements, the areas should be cleared of existing vegetation, concrete, surface obstructions, and demolition debris. Vegetation and debris should be removed and properly disposed of off-site. Holes

Project No. 23011‐01 Page 11 October 13, 2023
resulting from the removal of buried obstructions, which extend below proposed finish grades, should be replaced with suitable compacted fill material.

4.1.2 Removal Depths and Subgrade Preparation
In order to provide a relatively uniform bearing condition for the planned sports court, we recommend that the near surface site soils be removed and recompacted.

Compressible near surface soils shall be removed to suitable, competent materials prior to re-placement as compacted fill to design grades. We recommend that soils below the sports court and hardscape areas be temporarily removed and recompacted to a depth of approximately 2 feet below existing grade or if grades are lowered a minimum of 2 feet below the concrete sports court. In general, the envelope for removal and recompaction should extend laterally a minimum distance of 2 feet beyond the edges of the proposed foundations for sports courts and hardscape improvements.

In general, removal bottom areas, any areas to receive compacted fill and the subgrade below the sports court should be scarified to a minimum depth of 6 inches, brought to a near-optimum moisture condition (generally within optimum and 2 percent above optimum moisture content), and re-compacted per project recommendations. Removal bottoms and areas to receive fill should be observed and accepted by the geotechnical consultant prior to subsequent fill placement.

Local conditions may be encountered during excavation that could require additional over-excavation beyond the above-noted minimum in order to obtain an acceptable subgrade including localized areas of undocumented fill. The actual depths and lateral extents of grading will be determined by the geotechnical consultant, based on subsurface conditions encountered during grading. Removal bottoms and areas to receive fill should be observed and accepted by the geotechnical consultant prior to subsequent fill placement.

4.1.3 Temporary Excavations
Temporary excavations may be necessary during construction. Temporary excavations should be performed in accordance with project plans, specifications, and all Occupational Safety and Health Administration (OSHA) requirements. Excavations should be laid back or shored in accordance with OSHA requirements before personnel or equipment are allowed to enter.

Based on our field evaluation, we anticipate OSHA Type “B” soils. Soil conditions should be regularly evaluated during construction to verify conditions are as anticipated. The contractor shall be responsible for providing the “competent person,” required by OSHA standards, to evaluate soil conditions. Sandy soils are present and should be considered susceptible to caving. Close coordination with the geotechnical consultant should be maintained to facilitate construction while providing safe excavations. Excavation safety is the sole responsibility of the contractor.

Project No. 23011‐01 Page 12 October 13, 2023
Vehicular traffic, stockpiles, and equipment storage should be set back from the perimeter of excavations a distance equivalent to a 1:1 projection from the bottom of the excavation.

Once an excavation has been initiated, it should be backfilled as soon as practical.

Prolonged exposure of temporary excavations may result in some localized instability.

Excavations should be planned so that they are not initiated without sufficient time to shore/fill them prior to weekends, holidays, or forecasted rain.

4.1.4 Material for Fill
From a geotechnical perspective, the onsite soils are generally considered suitable for use as general compacted fill, provided they are screened of organic materials, construction debris and oversized material (8 inches in greatest dimension).

From a geotechnical viewpoint, any required import soils for general fill (i.e., nonretaining wall backfill) should consist of clean, granular soils of “Low” expansion potential (expansion index of less than 50 based on ASTM D 4829), and free of organic materials, construction debris and any material greater than 3 inches in maximum dimension.

Source samples should be provided to the geotechnical consultant for laboratory testing a minimum of four working days prior to any planned importation.

Although not shown on the preliminary site plan, if retaining walls are later proposed, any required retaining wall backfill should consist of sandy soils with a maximum of 35 percent fines (passing the No. 200 sieve per ASTM D-421/422) and a “Very Low” expansion potential (EI of 20 or less per ASTM D4829). Soils should also be screened of organic materials, construction debris, and any material greater than 3 inches in maximum dimension. The site contains soil that are not suitable for retaining wall backfill due to their expansion potential.

Aggregate base (crushed aggregate base or crushed miscellaneous base) should conform to the requirements of Section 200-2 of the Standard Specifications for Public Works Construction (“Greenbook”) for untreated base materials (except processed miscellaneous base) or Caltrans Class 2 aggregate base.

4.1.5 Placement and Compaction of Fills
Material to be placed as fill should be brought to near-optimum moisture content (generally within optimum and 2 percent above optimum moisture content) and recompacted to at least 90 percent relative compaction (per ASTM D1557). Moisture conditioning of site soils will be required in order to achieve adequate compaction. The optimum lift thickness to produce a uniformly compacted fill will depend on the type and size of compaction equipment used. In general, when using larger equipment, fill should be placed in uniform lifts not exceeding 8 inches in compacted thickness. For smaller equipment, lifts should not exceed 6 inches in thickness. Each lift should be thoroughly compacted and accepted prior to subsequent lifts. Generally, placement and compaction of fill should be performed in accordance with local grading ordinances and with

Project No. 23011‐01 Page 13 October 13, 2023
observation and testing performed by the geotechnical consultant. Oversized material as previously defined should be removed from site fills.

During backfill of excavations, the fill should be properly benched into firm and competent soils of temporary backcut slopes as it is placed in lifts.

Aggregate base material should be compacted to at least 95 percent relative compaction at or slightly above optimum moisture content per ASTM D1557. Subgrade below aggregate base should be compacted to at least 90 percent relative compaction per ASTM D1557 at or slightly above optimum moisture content.

4.1.6 Trench Backfill and Compaction
The onsite soils may generally be suitable as trench backfill, provided the soils are screened of rocks and other material greater than 6 inches in diameter and organic matter. If trenches are shallow or the use of conventional equipment may result in damage to the utilities, sand having a sand equivalent (SE) of 30 or greater (per California Test Method [CTM] 217) may be used to bed and shade the pipes. Sand backfill within the pipe bedding zone may be densified by jetting or flooding and then tamping to ensure adequate compaction. Subsequent trench backfill should be compacted in uniform thin lifts by mechanical means to at least 90 percent relative compaction (per ASTM D1557).

4.2 Sport Court Design Recommendations
Given that the expansion index exceeds 20, the proposed sport court should be designed for the effects of expansive soils. Sport courts (such as basketball courts, etc.) have the potential for cracking due to changes in soil volume related to soil-moisture fluctuations.

The following post-tension (PT) parameters are presented assuming that the Post-Tensioning Institute (PTI) Standard Requirements (PTI DC 10.5), referenced in Chapter 18 of the 2022 CBC, and the PTI Method for Sport Courts (Design and Construction of Post-Tensioned Sport Courts, prepared by the Post-Tensioning Institute, PTI DC10.3-06, 2006) be used for design and construction. In utilizing these parameters, the foundation engineer should design the foundation system in accordance with the allowable deflection criteria of applicable codes and the requirements of the structural designer/architect or owner. Other types of stiff sport court slabs may be used in place of the CBC post-tensioned slab design provided that, in the opinion of the foundation structural designer, the alternative type of sport court slab is at least as stiff and strong as that designed by the CBC/PTI method.

To reduce the potential for excessive cracking and lifting, the proposed sport court should be designed in accordance with the minimum guidelines outlined in Table 2. These guidelines will reduce the potential for irregular cracking but will not eliminate all cracking or lifting.

Project No. 23011‐01 Page 14 October 13, 2023
TABLE 2
Preliminary Geotechnical Sport Court Slab Design Parameters Parameter PT Sport Court Slab
with Perimeter Footing
Thornthwaite Moisture Index -20
Constant Soil Suction PF 3.9
Center Lift
Edge moisture variation distance, em
Center lift, ym

9.0 feet

0.25 inch
Edge Lift
Edge moisture variation distance, em
Edge lift, ym

5.5 feet

0.55 inch
Modulus of Subgrade Reaction, k (assuming
presoaking as indicated below) 200 pci
Minimum Perimeter footing embedment below finish
grade 12 inches6
Minimum Slab Thickness from a Geotechnical
Perspective 4 inches2

1. Assumed for preliminary design purposes. Further evaluation is needed at the completion of grading to confirm this.

2. Recommendations for slab thickness are ultimately the purview of the foundation engineer/structural engineer based upon geotechnical criteria and structural engineering considerations.

3. Recommendations for sand below sport courts have traditionally been included with geotechnical foundation recommendations, although they are not the purview of the geotechnical consultant. The sand layer requirements are the purview of the foundation engineer/structural engineer and should be provided in accordance with ACI Publication 302 “Guide for Concrete Floor and Slab Construction”.

4. Recommendations for vapor retarders below sport courts are also the purview of the foundation engineer/structural engineer and should be provided in accordance with applicable code requirements.

5. Moisture condition to 120% of optimum moisture content to a depth of 18 inches prior to trenching.

6. Perimeter footing/thickened edge beam should be designed and constructed in accordance with Figure 3.5 of the PTI Sport Court Design Manual (2006).

Moisture conditioning of the subgrade soils is recommended prior to construction of the sport court. The recommendations, specific to anticipated site soil conditions, are presented above in Table 2. The subgrade moisture condition of the sport court soils should be maintained at the recommended moisture content up to the time of concrete placement. This moisture content should be maintained around the immediate perimeter of the sport court during construction.

Project No. 23011‐01 Page 15 October 13, 2023
The following is for informational purposes only since slab underlayment (e.g., moisture retarder, sand or gravel layers for concrete curing and/or capillary break) is unrelated to the geotechnical performance of the foundation and thereby not the purview of the geotechnical consultant. Post-construction moisture migration should be expected below the sport court slab. The sport court slab engineer/architect should determine whether the use of a capillary break (sand or gravel layer), in conjunction with the vapor retarder, is necessary or required by code. Sand layer thickness and location (above and/or below vapor retarder) should also be determined by the foundation engineer/architect. However, a double vapor retarder and sand layer system may be designed per Figure 3.5 of the Sport Court Design Manual (2006).

4.3 Shallow Foundation Soil Bearing and Lateral Resistance Provided our earthwork recommendations are implemented, an allowable soil bearing pressure of 1,500 pounds per square foot (psf) may be used for the design of shallow footings having a minimum width of 12 inches and minimum embedment of 12 inches below lowest adjacent ground surface. This value may be increased by 300 psf for each additional foot of embedment or 150 psf for each additional foot of foundation width to a maximum value of 2,500 psf. These allowable bearing pressures are applicable for level (ground slope equal to or flatter than 5H:1V) conditions only. Bearing values indicated above are for total dead loads and live loads.

The above vertical bearing may be increased by one-third for short durations of loading which will include the effect of wind or seismic forces.

Resistance to lateral loads can be provided by friction acting at the base of foundations and by passive earth pressure. For concrete/soil frictional resistance, an allowable coefficient of friction of 0.3 may be assumed with dead-load forces. For slabs constructed over a moisture retarder, the allowable friction coefficient should be provided by the manufacturer. An allowable passive lateral earth pressure of 230 psf per foot of depth (or pcf) to a maximum of 2,300 psf may be used for lateral resistance. Allowable passive pressure may be increased to 305 pcf to a maximum of 3,050 psf for short duration seismic or wind loading. These passive pressures are applicable for level (ground slope equal to or flatter than 5H:1V) conditions only. We recommend that the upper foot of passive resistance be neglected if finished grade will not be covered with concrete or asphalt. Frictional resistance and passive pressure may be used in combination without reduction. The provided allowable passive pressures are based on a factor of safety of 1.5 and 1.1 for static and seismic loading conditions, respectively. The structural designer should incorporate appropriate factors of safety and/or load factors in their design.

4.4 Pier Footing Design
Isolated and constrained footings may be desired for light poles and basketball hoop poles. These footings should be designed in accordance with Section 1803 of the 2022 C.B.C. utilizing the following parameters. To resist axial dead and live loads, an allowable skin friction of 250 pounds per square foot (psf) may be used for the design of Cast-In-Drilled Hole (CIDH) piers. The upper 1 foot of skin friction should be neglected. Piers should generally be spaced at a minimum oncenter spacing of three times the pier diameter. Any drilled piers should be plumb and free of loose or softened material. Drilled piers should not be left open overnight.

Project No. 23011‐01 Page 16 October 13, 2023
Resistance to lateral loads can be provided by friction acting at the base of foundations and by passive earth pressure. For concrete/soil frictional resistance, an allowable coefficient of friction of 0.30 may be assumed with dead-load forces. An allowable passive lateral earth pressure of 230 psf per foot of depth (or pcf) to a maximum of 2,300 psf may be used for lateral resistance. For isolated pier footings generally spaced a minimum of 3 pile diameters oncenter, an allowable passive pressure of 460 pcf may be used for passive resistance. The provided passive pressure is based on an arching factor of 2 (e.g., 230 pcf x 2) and should be limited to a maximum of 10 times the value provided above (e.g., 460 pcf to a maximum of 4,600 psf). These passive pressure values are applicable for level (ground slope equal to or flatter than 5 horizontal feet to 1-foot vertical) conditions only. Frictional resistance and passive pressure may be used in combination without reduction. We recommend that the upper foot of passive resistance be neglected if finished grade will not be covered with concrete or asphalt concrete. The provided allowable passive pressure values are based on a factor of safety of 1.5 and may be increased by one-third for short duration wind or seismic loading. This increase is based on a reduced factor of safety for short duration loading.

4.5 Soil Corrosivity
Although not corrosion engineers (LGC Geotechnical is not a corrosion consultant), several governing agencies in Southern California require the geotechnical consultant to determine the corrosion potential of soils to buried concrete and metal facilities. We therefore present the results of our testing with regard to corrosion for the use of the client and other consultants, as they determine necessary.

Based on laboratory sulfate test results, the near surface soils are designated to a class “S0” per ACI 318, Table 19.3.1.1 with respect to sulfates. Concrete in direct contact with the onsite soils can be designed according to ACI 318, Table 19.3.2.1 using the “S0” sulfate classification.

Additional laboratory testing should be performed at the completion of grading by the project corrosion engineer to further evaluate the as-graded soil corrosivity characteristics.

Accordingly, revision of the corrosion potential may be needed, should future test results differ substantially from the conditions reported herein. The client and/or other members of the development team should consider this during the design and planning phase of the project and formulate an appropriate course of action.

4.6 Nonstructural Concrete Flatwork
Nonstructural concrete (such as flatwork, sidewalks etc.) has a potential for cracking due to changes in soil volume related to soil-moisture fluctuations. To reduce the potential for excessive cracking and lifting, concrete should be designed in accordance with the minimum guidelines outlined below. These guidelines will reduce the potential for irregular cracking and promote cracking along construction joints but will not eliminate all cracking or lifting.

Thickening the concrete and/or adding additional reinforcement will further reduce cosmetic distress. Please note that these are preliminary recommendation that will need to be confirmed and/or modified based on as-graded conditions at the completion of grading.

Project No. 23011‐01 Page 17 October 13, 2023
Nonstructural and non-vehicular concrete flatwork placed on compacted subgrade may be a minimum 4 inches in thickness with No. 3 rebar at 24 inches on center with crack control joints spaced 5 feet apart for flatwork sidewalks. Crack control joints should be sawcut or deep open tool joint to a minimum of 1/3 the concrete thickness. The compacted subgrade below the nonstructural and non-vehicular flatwork should be wet down prior to placing concrete.

4.7 Grading and Foundation Plan Review
When available, any updated plans should be reviewed by LGC Geotechnical in order to verify our geotechnical recommendations are implemented. Updated recommendations and/or additional field work may be necessary.

4.8 Geotechnical Observation and Testing During Construction The recommendations provided in this report are based on limited subsurface observations and geotechnical analysis. The interpolated subsurface conditions should be checked in the field during construction by a representative of LGC Geotechnical. Geotechnical observation and testing are required per Section 1705 of the 2022 California Building Code (CBC).

Geotechnical observation and/or testing should be performed by LGC Geotechnical at the following stages:
 During grading (removal bottoms, fill placement, etc.);  During utility trench backfill and compaction;
 After presoaking the sports court or concrete-flatwork subgrades, and prior to placement of concrete;
 During footing excavations and prior to placing reinforcement and/or concrete; and  When any unusual soil conditions are encountered during any construction operation subsequent to issuance of this report.

Project No. 23011‐01 Page 18 October 13, 2023

5.0 LIMITATIONS
Our services were performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report.

This report is based on data obtained from limited observations of the site, which have been extrapolated to characterize the site. While the scope of services performed is considered suitable to adequately characterize the site geotechnical conditions relative to the proposed development, no practical evaluation can completely eliminate uncertainty regarding the anticipated geotechnical conditions in connection with a subject site. Variations may exist and conditions not observed or described in this report may be encountered during grading and construction.

This report is issued with the understanding that it is the responsibility of the owner, or of his/her representative, to ensure that the information and recommendations contained herein are brought to the attention of the other consultants (at a minimum the civil engineer, structural engineer, landscape architect) and incorporated into their plans. The contractor should properly implement the recommendations during construction and notify the owner if they consider any of the recommendations presented herein to be unsafe, or unsuitable.

The findings of this report are valid as of the present date. However, changes in the conditions of a site can and do occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. The findings, conclusions, and recommendations presented in this report can be relied upon only if LGC Geotechnical has the opportunity to observe the subsurface conditions during grading and construction of the project, in order to confirm that our preliminary findings are representative for the site. This report is intended exclusively for use by the client, any use of or reliance on this report by a third party shall be at such party’s sole risk.

In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and modification.

HA-1
T.D. = 5'
HA-2
T.D. = 3'
LEGEND
Approximate Location of Hand Auger Boring by
LGC Geotechnical, With Total Depth in Feet
HA-2
T.D. = 3'
Figure 2
Boring Location Map ENG. / GEOL.

PROJECT NO.

PROJECT NAME
SCALE
DATE
1" = 20'
October 2023
DVD - Bryant Ranch Park
DJB
23011-01 LGC Geotechnical, Inc.
131 Calle Iglesia, Ste. 200
San Clemente, CA 92672
TEL (949) 369-6141 FAX (949) 369-6142

Appendix A
References

Project No. 23011‐01 A‐1 October 13, 2023

APPENDIX A
References
American Concrete Institute, 2019, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19).

American Society of Civil Engineers (ASCE), 2017, Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16, 2017.

American Society for Testing and Materials (ASTM), Volume 04.08 Soil and Rock (I): D420 – D5876.

California Building Standards Commission, 2022 California Building Code, California Code of Regulations Title 24, Volumes 1 and 2, dated July 2022.

California Department of Conservation, Division of Mines and Geology (CDMG), 1980, State of California Special Studies Zones, Prado Dam Quadrangle, Official Map Effective January 1, 1980. ________, 1997, Guidelines for Evaluating and Mitigating Seismic Hazards in California, CDMG Special Publication 117.
, 2000, Seismic Hazard Zone Report for the Prado Dam 7.5-Minute Quadrangle, Orange County, California, dated 2000.
, 2001, State of California, Seismic Hazard Zones, Prado Dam Quadrangle, Official Map, released January 17, 2001.

California Geological Survey (CGS), 2008, Special Publication 117A: Guidelines for Evaluating and Mitigating Seismic Hazards in California, Revision dated 2008. _________, 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners/Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018.

Dibblee, 2021, Geologic Map of the Yorba Linda and Prado Dam Quadrangles (Eastern Puente Hills), Los Angeles, Orange, San Bernardino and Riverside Counties, California, Thomas W. Dibblee, Jr, dated 2001.

DVD, 2006, Layout Plan, Bryant Ranch Park, City of Yorba Linda, dated January 10, 2006.

Historic Aerials, 2023, viewed September 19, 2023, https://www.historicaerials.com/.

Post-Tensioning Institute (PTI), 2006, Design and Construction of Post-Tensioned Sports Courts, PTI DC10.3-06, dated 2006.

Project No. 23011‐01 A‐2 October 13, 2023
________, 2008, Standard Requirements for Analysis of Shallow Concrete Foundations on Expansive Soils, dated May 2008.

Structural Engineers Association of California (SEAOC), 2023, Seismic Design Maps, Retrieved September 19, 2023, from https://seismicmaps.org/.
, 2014, Unified Hazard Tool, Dynamic: Conterminous U.S. 2014 (update) (v4.2.0), Retrieved September 19, 2023, from: https://earthquake.usgs.gov/hazards/interactive/.

Appendix B
Laboratory Testing Procedures and Test
Results

Project No. 23011‐01 B‐1 October 2023

APPENDIX B
Laboratory Testing Procedures and Test Results
The laboratory testing program was formulated towards providing data relating to the relevant engineering properties of the soils with respect to construction. Samples considered representative of site conditions were tested in general accordance with American Society for Testing and Materials (ASTM) procedure and/or California Test Methods (CTM), where applicable.

The following summary is a brief outline of the test type and a table summarizing the test results.

Expansion Index: The expansion potential of selected samples was evaluated by the Expansion Index Test, Standard ASTM D4829. Specimens are molded under a given compactive energy to approximately the optimum moisture content and approximately 50 percent saturation or approximately 90 percent relative compaction. The prepared 1-inch-thick by 4-inch-diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water until volumetric equilibrium is reached. The results of these tests are presented in the table below.

Sample
Location
Expansion
Index
Expansion
Potential*
HA-1 @ 1-5 feet 46 Low
* ASTM D4829
Soluble Sulfates: The soluble sulfate contents of selected samples were determined by standard geochemical methods (CTM 417). The soluble sulfate content is used to determine the appropriate cement type and maximum water-cement ratios. The test results are presented in the table below.

Sample
Location
Sulfate Content
(ppm)
Sulfate Exposure
Class *
HA-1 @ 1-5 feet 261 S0
*Based on ACI 318R-14, Table 19.3.1.1

Appendix C
General Earthwork and Grading Specifications
for Rough Grading

General Earthwork and Grading Specifications for Rough Grading

1.0 General

1.1 Intent
These General Earthwork and Grading Specifications are for the grading and earthwork shown on the approved grading plan(s) and/or indicated in the geotechnical report(s). These Specifications are a part of the recommendations contained in the geotechnical report(s). In case of conflict, the specific recommendations in the geotechnical report shall supersede these more general Specifications. Observations of the earthwork by the project Geotechnical Consultant during the course of grading may result in new or revised recommendations that could supersede these specifications or the recommendations in the geotechnical report(s).

1.2 The Geotechnical Consultant of Record
Prior to commencement of work, the owner shall employ a qualified Geotechnical Consultant of Record (Geotechnical Consultant). The Geotechnical Consultant shall be responsible for reviewing the approved geotechnical report(s) and accepting the adequacy of the preliminary geotechnical findings, conclusions, and recommendations prior to the commencement of the grading.

Prior to commencement of grading, the Geotechnical Consultant shall review the "work plan" prepared by the Earthwork Contractor (Contractor) and schedule sufficient personnel to perform the appropriate level of observation, mapping, and compaction testing.

During the grading and earthwork operations, the Geotechnical Consultant shall observe, map, and document the subsurface exposures to verify the geotechnical design assumptions. If the observed conditions are found to be significantly different than the interpreted assumptions during the design phase, the Geotechnical Consultant shall inform the owner, recommend appropriate changes in design to accommodate the observed conditions, and notify the review agency where required.

The Geotechnical Consultant shall observe the moisture-conditioning and processing of the subgrade and fill materials and perform relative compaction testing of fill to confirm that the attained level of compaction is being accomplished as specified. The Geotechnical Consultant shall provide the test results to the owner and the Contractor on a routine and frequent basis.

1.3 The Earthwork Contractor
The Earthwork Contractor (Contractor) shall be qualified, experienced, and knowledgeable in earthwork logistics, preparation and processing of ground to receive fill, moistureconditioning and processing of fill, and compacting fill. The Contractor shall review and accept the plans, geotechnical report(s), and these Specifications prior to commencement of grading. The Contractor shall be solely responsible for performing the grading in accordance with the project plans and specifications. The Contractor shall prepare and submit to the owner and the Geotechnical Consultant a work plan that indicates the sequence of earthwork grading, the number of “equipment” of work and the estimated quantities of daily earthwork General Earthwork and Grading Specifications for Rough Grading Page 1

contemplated for the site prior to commencement of grading. The Contractor shall inform the owner and the
Geotechnical Consultant of changes in work schedules and updates to the work plan at least 24 hours in advance of such changes so that appropriate personnel will be available for observation and testing. The Contractor shall not assume that the Geotechnical Consultant is aware of all grading operations.

The Contractor shall have the sole responsibility to provide adequate equipment and methods to accomplish the earthwork in accordance with the applicable grading codes and agency ordinances, these Specifications, and the recommendations in the approved geotechnical report(s) and grading plan(s). If, in the opinion of the Geotechnical Consultant, unsatisfactory conditions, such as unsuitable soil, improper moisture condition, inadequate compaction, insufficient buttress key size, adverse weather, etc., are resulting in a quality of work less than required in these specifications, the Geotechnical Consultant shall reject the work and may recommend to the owner that construction be stopped until the conditions are rectified. It is the contractor’s sole responsibility to provide proper fill compaction.

2.0 Preparation of Areas to be Filled

2.1 Clearing and Grubbing
Vegetation, such as brush, grass, roots, and other deleterious material shall be sufficiently removed and properly disposed of in a method acceptable to the owner, governing agencies, and the Geotechnical Consultant.

The Geotechnical Consultant shall evaluate the extent of these removals depending on specific site conditions. Earth fill material shall not contain more than 1 percent of organic materials (by volume). Nesting of the organic materials shall not be allowed.

If potentially hazardous materials are encountered, the Contractor shall stop work in the affected area, and a hazardous material specialist shall be informed immediately for proper evaluation and handling of these materials prior to continuing to work in that area.

As presently defined by the State of California, most refined petroleum products (gasoline, diesel fuel, motor oil, grease, coolant, etc.) have chemical constituents that are considered to be hazardous waste. As such, the indiscriminate dumping or spillage of these fluids onto the ground may constitute a misdemeanor, punishable by fines and/or imprisonment, and shall not be allowed. The contractor is responsible for all hazardous waste relating to his work. The Geotechnical Consultant does not have expertise in this area. If hazardous waste is a concern, then the Client should acquire the services of a qualified environmental assessor.

2.2 Processing
Existing ground that has been declared satisfactory for support of fill by the Geotechnical Consultant shall be scarified to a minimum depth of 6 inches. Existing ground that is not satisfactory shall be over-excavated as specified in the following section. Scarification shall continue until soils are broken down and free of oversize material and the working surface is reasonably uniform, flat, and free of uneven features that would inhibit uniform compaction.

General Earthwork and Grading Specifications for Rough Grading Page 2

2.3 Over-excavation
In addition to removals and over-excavations recommended in the approved geotechnical report(s) and the grading plan, soft, loose, dry, saturated, spongy, organic-rich, highly fractured or otherwise unsuitable ground shall be over-excavated to competent ground as evaluated by the Geotechnical Consultant during grading.

2.4 Benching
Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to vertical units), the ground shall be stepped or benched. Please see the Standard Details for a graphic illustration. The lowest bench or key shall be a minimum of 15 feet wide and at least 2 feet deep, into competent material as evaluated by the Geotechnical Consultant. Other benches shall be excavated a minimum height of 4 feet into competent material or as otherwise recommended by the Geotechnical Consultant. Fill placed on ground sloping flatter than 5:1 shall also be benched or otherwise over-excavated to provide a flat subgrade for the fill.

2.5 Evaluation/Acceptance of Fill Areas
All areas to receive fill, including removal and processed areas, key bottoms, and benches, shall be observed, mapped, elevations recorded, and/or tested prior to being accepted by the Geotechnical Consultant as suitable to receive fill. The Contractor shall obtain a written acceptance from the Geotechnical Consultant prior to fill placement. A licensed surveyor shall provide the survey control for determining elevations of processed areas, keys, and benches.

3.0 Fill Material

3.1 General
Material to be used as fill shall be essentially free of organic matter and other deleterious substances evaluated and accepted by the Geotechnical Consultant prior to placement. Soils of poor quality, such as those with unacceptable gradation, high expansion potential, or low strength shall be placed in areas acceptable to the Geotechnical Consultant or mixed with other soils to achieve satisfactory fill material.

3.2 Oversize
Oversize material defined as rock, or other irreducible material with a maximum dimension greater than 8 inches, shall not be buried or placed in fill unless location, materials, and placement methods are specifically accepted by the Geotechnical Consultant. Placement operations shall be such that nesting of oversized material does not occur and such that oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed within 10 vertical feet of finish grade or within 2 feet of future utilities or underground construction.

General Earthwork and Grading Specifications for Rough Grading Page 3

3.3 Import
If importing of fill material is required for grading, proposed import material shall meet the requirements of the geotechnical consultant. The potential import source shall be given to the Geotechnical Consultant at least 48 hours (2 working days) before importing begins so that its suitability can be determined and appropriate tests performed.

4.0 Fill Placement and Compaction

4.1 Fill Layers
Approved fill material shall be placed in areas prepared to receive fill (per Section 3.0) in near-horizontal layers not exceeding 8 inches in loose thickness. The Geotechnical Consultant may accept thicker layers if testing indicates the grading procedures can adequately compact the thicker layers. Each layer shall be spread evenly and mixed thoroughly to attain relative uniformity of material and moisture throughout.

4.2 Fill Moisture Conditioning
Fill soils shall be watered, dried back, blended, and/or mixed, as necessary to attain a relatively uniform moisture content at or slightly over optimum. Maximum density and optimum soil moisture content tests shall be performed in accordance with the American Society of Testing and Materials (ASTM Test Method D1557).

4.3 Compaction of Fill
After each layer has been moisture-conditioned, mixed, and evenly spread, it shall be uniformly compacted to not less than 90 percent of maximum dry density (ASTM Test Method D1557). Compaction equipment shall be adequately sized and be either specifically designed for soil compaction or of proven reliability to efficiently achieve the specified level of compaction with uniformity.

4.4 Compaction of Fill Slopes
In addition to normal compaction procedures specified above, compaction of slopes shall be accomplished by backrolling of slopes with sheepsfoot rollers at increments of 3 to 4 feet in fill elevation, or by other methods producing satisfactory results acceptable to the Geotechnical Consultant. Upon completion of grading, relative compaction of the fill, out to the slope face, shall be at least 90 percent of maximum density per ASTM Test Method D1557.

4.5 Compaction Testing
Field tests for moisture content and relative compaction of the fill soils shall be performed by the Geotechnical Consultant. Location and frequency of tests shall be at the Consultant's discretion based on field conditions encountered. Compaction test locations will not necessarily be selected on a random basis. Test locations shall be selected to verify adequacy of compaction levels in areas that are judged to be prone to inadequate compaction (such as close to slope faces and at the fill/bedrock benches).

General Earthwork and Grading Specifications for Rough Grading Page 4

4.6 Frequency of Compaction Testing
Tests shall be taken at intervals not exceeding 2 feet in vertical rise and/or 1,000 cubic yards of compacted fill soils embankment. In addition, as a guideline, at least one test shall be taken on slope faces for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. The Contractor shall assure that fill construction is such that the testing schedule can be accomplished by the Geotechnical Consultant. The Contractor shall stop or slow down the earthwork construction if these minimum standards are not met.

4.7 Compaction Test Locations
The Geotechnical Consultant shall document the approximate elevation and horizontal coordinates of each test location. The Contractor shall coordinate with the project surveyor to assure that sufficient grade stakes are established so that the Geotechnical Consultant can determine the test locations with sufficient accuracy. At a minimum, two grade stakes within a horizontal distance of 100 feet and vertically less than 5 feet apart from potential test locations shall be provided.

5.0 Subdrain Installation
Subdrain systems shall be installed in accordance with the approved geotechnical report(s), the grading plan, and the Standard Details. The Geotechnical Consultant may recommend additional subdrains and/or changes in subdrain extent, location, grade, or material depending on conditions encountered during grading. All subdrains shall be surveyed by a land surveyor/civil engineer for line and grade after installation and prior to burial. Sufficient time should be allowed by the Contractor for these surveys.

6.0 Excavation
Excavations, as well as over-excavation for remedial purposes, shall be evaluated by the Geotechnical Consultant during grading. Remedial removal depths shown on geotechnical plans are estimates only.

The actual extent of removal shall be determined by the Geotechnical Consultant based on the field evaluation of exposed conditions during grading. Where fill-over-cut slopes are to be graded, the cut portion of the slope shall be made, evaluated, and accepted by the Geotechnical Consultant prior to placement of materials for construction of the fill portion of the slope, unless otherwise recommended by the Geotechnical Consultant.

7.0 Trench Backfills

7.1 The Contractor shall follow all OHSA and Cal/OSHA requirements for safety of trench excavations.

7.2 All bedding and backfill of utility trenches shall be done in accordance with the applicable provisions of Standard Specifications of Public Works Construction. Bedding material shall have a Sand Equivalent greater than 30 (SE>30). The bedding shall be placed to 1 foot over General Earthwork and Grading Specifications for Rough Grading Page 5

General Earthwork and Grading Specifications for Rough Grading Page 6 the top of the conduit and densified by jetting. Backfill shall be placed and densified to a minimum of 90 percent of maximum from 1 foot above the top of the conduit to the surface.

7.3 The jetting of the bedding around the conduits shall be observed by the Geotechnical Consultant.

7.4 The Geotechnical Consultant shall test the trench backfill for relative compaction. At least one test should be made for every 300 feet of trench and 2 feet of fill.

7.5 Lift thickness of trench backfill shall not exceed those allowed in the Standard Specifications of Public Works Construction unless the Contractor can demonstrate to the Geotechnical Consultant that the fill lift can be compacted to the minimum relative compaction by his alternative equipment and method.

THE BEARINGS OF N82°15'52"W AS SHOWN ON TRACT NO. 15926, BOOK 796, PAGES 2, OF MISCELLANEOUS MAPS, AS FILED IN THE COUNTY OF ORANGE RECORDER'S OFFICE. DEG DEGREE PA PLANTING AREA ABBREVIATIONS/LEGEND WMV WMWVERT USA TYP TWTGTFTEL TCSYSWSTD STA SDMH SPEC SFRCV R/W RPVC PSI PLPCC ODOCNIC MISC MHMAX LSLF LBINV IDHPHGALV FWFSFLFHFGEXEJ ELEADWG DIA DGCYCONC COCLR CLF CL CFCBB/WBMBFALT AC WATER VALVE WATER METER WIDTH VERTICAL UNDERGROUND SERVICE ALERT TYPICAL TOP OF WALL TOP OF GRATE TOP OF FOOTING TELEPHONE TOP OF CURB SQUARE YARD SIDEWALK STANDARD STATION SEWAGE DRAIN MANHOLE SPECIFICATIONS SQUARE FOOT REMOTE CONTROL VALVE RIGHT-OF-WAY RADIUS POLYVINYL CHLORIDE POUNDS PER SQUARE INCH PROPERTY LINE PORTLAND CEMENT CONCRETE OUTSIDE DIAMETER ON CENTER NOT IN CONTRACT MISCELLANEOUS MANHOLE, MAINTENANCE HOLE MAXIMUM LUMP SUM LINEAR FOOT POUND INVERT INSIDE DIAMETER HIGH POINT HIGH OR HEIGHT GALVANIZED FACE OF WALL FINISHED SURFACE FLOW LINE FIRE HYDRANT FINISHED GRADE EXISTING EXPANSION JOINT ELEVATION EACH DRAWING DIAMETER DECOMPOSED GRANITE CUBIC YARD CONCRETE CLEANOUT CLEARANCE CHAIN LINK FENCE CENTER LINE CUBIC FOOT CATCH BASIN BACK OF WALL BENCH MARK BOTTOM OF FOOTING ALTERNATE ASPHALT CONCRETE GENERAL NOTES 9. 8. 7. 6. 5. 4. 3. 2. 1. FOB FACE OF BUILDING FOC FACE OF CURB 10. TS TRAFFIC SIGNAL DRAWING INDEX Signatures PARKS AND RECREATION DIRECTOR Date Date CIVIL ENGINEER: ELECTRICAL ENGINEER: Phone 714.522.2266 CRF ENGINEERING Buena Park, CA 90621 6782 STANTON AVENUE, SUITE A DESIGN WEST ENGINEERING 412 E VANDERBILT WAY Phone 909.890.3700 San Bernardino, CA 92408 VICINITY MAP NOT TO SCALE N PUBLIC WORKS / CITY ENGINEER City of Yorba Linda BRYANT RANCH PARK SPORT COURT IMPROVEMENTS 1. TITLE SHEET L-100 2. GENERAL GRADING NOTES C1 3. TOPOGRAPHIC SURVEY MAP C2 4. DEMOLITION PLAN C3 5. GRADING AND DRAINAGE PLAN C4 6. GRADING CROSS SECTIONS C5 7. EROSION CONTROL PLAN C6 8. WQMP SITE PLAN C7 9. HORIZONTAL CONTROL PLAN L-250 10. CONSTRUCTION SCHEDULE L-300 11. CONSTRUCTION PLAN L-301 12. LANDSCAPE CONSTRUCTION DETAILS L-600 13. LANDSCAPE CONSTRUCTION DETAILS L-610 14. IRRIGATION LEGEND AND NOTES L-700A 15. IRRIGATION LEGEND AND NOTES L-700B 16. IRRIGATION MODIFICATION PLAN L-701 17. IRRIGATION DETAILS L-750 18. PLANTING PLAN & LEGEND L-801 19. PLANTING DETAILS L-1000 20. ELECTRICAL LEGENDS AND NOTES E-0.1 21. SINGLE LINE DIAGRAM E-0.2 22. SITE LIGHTING PLAN E-1.1 23. PHOTOMETRIC PLAN E-1.2 24. ELECTRICAL SPECIFICATIONS E-2.1 25. ELECTRICAL DETAILS E-3.1 26. STRUCTURAL CALCS S-1 27. POST TENSION DETAILS PTD-1 SHEET NO. BRYANT RANCH PARK PROJECT ADDRESS: 24705 PASEO DE TORONTO, YORBA LINDA, CA 92886 UTILITY CONTACTS Southern California Gas Company 800-427-2200 Southern California Edison 800-655-4555 AT&T U-Verse 800-288-2020 Frontier Communications 855-901-5779 Time Warner 888-892-4257 Yorba Linda Water District 714-701-3000 BRYANT RANCH PARK L-100 TITLE SHEET MIN MINIMUM IJ ISOLATION JOINT BASIS OF BEARINGS: COUNTY BENCHMARK: DESIGNATION: 2J-66-89 OCS BRASS DISK STAMPED 2J-66-89 SET ON CONCRETE BRIDGE IN THE NW CORNER OF VIA LOMAS DE YORBA EAST AND SANTA FE RAILWAY CROSSING. DATUM: NAVD88 ELEVATION: 438.168 FEET YEAR ELEVATED: 1989 LEGAL DESCRIPTION: A PORTION OF LOT 8 FROM TRACT NO. 15926, BOOK 796, PAGES 1-11, OF MISCELLANEOUS MAPS, AS FILED IN THE COUNTY OF ORANGE RECORDER'S OFFICE. APN: 322-211-05 OWNER: LANDSCAPE ARCHITECT: Phone 714.641.1300 DAVID VOLZ DESIGN Costa Mesa, CA 92626 151 KALMUS DRIVE, SUITE M8 CITY OF YORBA LINDA 4845 CASA LOMA Phone 714.961.7100 Yorba Linda, CA 92886 PROJECT TEAM REVIEWED BY THE DEPARTMENT OF PUBLIC WORKS. THIS PLAN IS SIGNED BY THE CITY ENGINEER FOR SCOPE AND CONFORMANCE TO THE CITY STANDARDS, CITY REQUIREMENTS, CITY CODES, REGULATORY AND OTHER GENERAL ENGINEERING REQUIREMENTS ONLY. THE CITY ENGINEER IS NOT RESPONSIBLE FOR DESIGN, ASSUMPTIONS, OR ACCURACY. CITY OF YORBA LINDA REVIEWED BY: LORI WOLFE PLAN CHECK ENGINEER WOLF ENGINEERING & DESIGN, INC. JOSEPH WELCH SOILS REVIEW ENGINEER HARRINGTON GEOTECHNICAL ENGINEERING, INC. RECOMMENDED BY: REGINA HU PRINCIPAL CIVIL ENGINEER JAMIE LAI CITY ENGINEER RCE: 65296 ACCEPTED BY: DATE DATE DATE DATE 91 FREEWAY

LA PALMA AVEPSO DE TORONTO

CAM DE BRYANT

VIA LOMAS DE

YORBA E

MEADOW LANE DR

KODIAK MOUNTAIN DR
Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title :

Drawing No :

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APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883
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M. VASQUEZ 04-18-25 GP24-002 DATE 27 IF ANY CONFLICTS ARE FOUND WITH THE ABOVE NOTES AND CITY STANDARD NOTES, CITY STANDARD NOTES PREVAIL. 100% SUBMITTAL STRUCTURAL ENGINEER: WADDELL & ASSOCIATES 519 10TH ST. Phone 714.334.5441 Huntington Beach, CA 92647

YORBA LINDA BLVD
GYPSUM CANYON RD PARK GROSS ACREAGE: 9 ACRES PARK NET ACREAGE: 4 ACRES TOTAL PROJECT AREA OF WORK: 18,883 SF EXISTING IMPERVIOUS AREA: 2,134 SFPROPOSED IMPERVIOUS AREA: 10,760 SF WDID NO: ________
FLOOD ZONE: __________

GENERAL - ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT PLANS AND SPECIFICATIONS; AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ADDITIONALLY, ALL WORK SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION; ORANGE COUNTY PUBLIC WORKS DEPARTMENT (OCPWD) STANDARD PLANS; AND THE STANDARD SPECIFICATIONS OF THE CITY OF YORBA LINDA, LATEST EDITIONS.

DAMAGE RESPONSIBILITY - THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, INTENTIONALLY OR ACCIDENTALLY, TO EXISTING UTILITIES, BUILDINGS, OR OTHER AMENITIES, DUE TO THE ACTIONS OF THE CONTRACTORS, CONTRACTOR'S EMPLOYEES AND/OR CONTRACTOR'S SUBCONTRACTORS. TRADE COORDINATION - CONSTRUCTION AND INSTALLATION OF ALL ITEMS WITHIN THESE DOCUMENTS SHALL REQUIRE CLOSE COORDINATION BETWEEN TRADES INVOLVED IN UNDERGROUND AND UTILITY INSTALLATION, AND TREE LOCATION. DOCUMENTATION - THESE DRAWINGS AND NOTES ARE THE PROPERTY AND COPYRIGHT OF THE CITY OF YORBA LINDA AND SHALL NOT BE USED ON ANY OTHER WORK. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SITE DEBRIS - THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. ALL RUBBLE, TRASH, DEBRIS OR UNWANTED MATERIALS RESULTING FROM DEMOLITION OR CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL AND LAWFUL MANNER TO AN APPROVED DISPOSAL SITE. IF DEBRIS REMAINS ON SITE FOR MORE THAN 12 HOURS, UNLESS PRE-APPROVED BY THE CITY, SUCH DEBRIS SHALL BE REMOVED BY THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR. FIELD OBSERVATION - THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL FIELD LAYOUT, DIMENSIONING OF WORK, GRADES AND ELEVATIONS, AND WORK SCHEDULES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. ANY DISCREPANCIES IN THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL NOT WILLFULLY IMPLEMENT ANY WORK DESCRIBED IN THESE DOCUMENTS WHICH IS OBVIOUSLY IN ERROR, INTERFERES WITH EXISTING SITE FEATURES, OR CAUSE PROJECT COMPLICATION OR HARM. MUNICIPAL/COUNTY REQUIREMENTS - "IN THE EVENT THAT THE CITY HAS OBTAINED PERMITS, LICENSES OR OTHER AUTHORIZATIONS APPLICABLE TO THE WORK, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF SAID PERMIT, LICENSES AND OTHER AUTHORIZATIONS APPLICABLE TO THE WORK. THE CONTRACTOR SHALL GIVE ALL NOTICES NECESSARY AND INCIDENT TO THE DUE AND LAWFUL PROSECUTION OF THE WORK FOR THIS PROJECT. THE CONTRACTOR SHALL ALSO ACQUIRE ALL NECESSARY RIGHT-OF-WAY ENCROACHMENT PERMITS REQUIRED FOR TRAFFIC CONTROL AND LANE CLOSURES FROM THE CITY OF YORBA LINDA. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER (714) 961-7170 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND PRIOR TO REQUIRING INSPECTION. CITY OF YORBA LINDA WILL ISSUE A NO FEE ENCROACHMENT PERMIT. ENCROACHMENT PERMIT SHALL BE OBTAINED BY THE CONTRACTOR IN SUFFICIENT TIME TO PREVENT DELAYS TO THE WORK NECESSARY TO COMPLETE THIS PROJECT. SITE SECURITY - THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY. CONTRACTOR IS LIABLE FOR ALL DAMAGE OR INJURY CAUSED BY ANY WORK OR MATERIALS ON THE SITE. ANY EXISTING TRAVEL WAYS IN WHICH EXCAVATION IS MADE SHALL BE IN CONFORMANCE WITH THE "CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND "1996 TRAFFIC MANUAL" IN ORDER TO ELIMINATE ANY HAZARDS. STREETS SHALL BE SURFACED WITH A MINIMUM OF 4" OF ASPHALT OR STEEL PLATED AS APPROVED BY THE CITY ENGINEER AT THE END OF EACH WORKING DAY. 271 EG EDGE OF GUTTER GB GRADE BREAK Attachment B Not for Construction

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2267361.8343 N 6117371.5096 E 2267357.4894 N 6117380.6432 E 2267368.6285 N 6117382.7318 E 2267363.2469 N 6117382.8190 E 2267356.1316 N 6117387.5670 E 2267358.8991 N 6117391.7342 E 2267349.1566 N 6117386.1973 E 2267347.3777 N 6117383.5614 E 2267343.1708 N 6117386.4005 E 2267320.9020 N 6117396.8249 E 2267314.9463 N 6117404.1139 E 2267335.8031 N 6117419.1531 E 2267328.3170 N 6117424.1490 E 2267318.4951 N 6117422.8504 E 2267280.6717 N 6117452.9402 E 2267274.4905 N 6117457.0643 E 2267282.0595 N 6117455.0197 E 2267315.9291 N 6117505.7623 E 2267367.0692 N 6117474.0111 E 2267366.9403 N 6117481.3622 E 2267394.0960 N 6117453.5549 E 2267360.2578 N 6117402.8352 E 2267354.7072 N 6117394.5156 E 2267338.2474 N 6117412.0912 E 2267298.8978 N 6117438.3297 E 2267376.8199 N 6117469.9003 E 2267337.5101 N 6117496.1590 E L-250 HORIZONTAL CONTROL PLAN 0 5' 10' 20' Scale: 1" = 10'-0" N 9 LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title :

Drawing No :

Checked By :

APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 R10'-2" R5'-5" REFER TO SHEET L-100 FOR GENERAL NOTES 1. THE LAYOUT, ALIGNMENT AND PLACEMENT OF ALL THE PARK IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, THE CONCRETE FLATWORK, FENCES, AND SITE FURNISHINGS SHALL BE FIELD IDENTIFIED PRIOR TO CONSTRUCTION. IF REQUESTED, AN ELECTRONIC (CAD) FILE BASE WITH IMPROVEMENTS WILL BE PROVIDED TO THE CONTRACTOR FOR CONSTRUCTION SURVEY AND STAKING PURPOSES. 2. THE FINAL LAYOUT, ALIGNMENT AND PLACEMENT OF THE PARK IMPROVEMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE, AND IF NECESSARY MAKE ADJUSTMENTS PRIOR TO CONSTRUCTION. 3. THE LAYOUT, ALIGNMENT OR PLACEMENT OF THESE IMPROVEMENTS SHALL BE IDENTIFIED USING WOODEN STAKES, FLAGS, CHALK OR MARKING PAINT PRIOR TO THE COUNTY'S REVIEW AND APPROVAL. CONSTRUCTION LAYOUT NOTES SEE CIVIL SHEETS FOR BASIS OF BEARING Page 460 of 604 L-300 CONSTRUCTION SCHEDULE Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 A. HARDSCAPE / PAVING/ CURBS C. SITE FURNISHINGS PCC POST-TENSION BASKETBALL COURT KEY DESCRIPTION MODEL No. FINISH/TEXTURE COLOR DETAIL, SHEET No. NOTE CONSTRUCTION MATERIAL SCHEDULE MANUFACT./SUPPLIER KEY DESCRIPTION MANUFACT./SUPPLIER MODEL No. FINISH/TEXTURE COLOR DETAIL, SHEET No. NOTE B. WALLS / FENCE KEY DESCRIPTION MANUFACT./SUPPLIER MODEL No. FINISH/TEXTURE COLOR DETAIL, SHEET No. NOTE 20" Ht. x 18" WIDE CAST-IN-PLACE WALL DETAIL 1, SHEET L-610 PCC PAVING - 5" THK MEDIUM BROOM W/ DETAILS 1, 2, 3, 6 SHEET L-600 PENETRATING SEALER NATURAL GRAY SF-1 P-2 P-1 W-1 F-1 BASKETBALL POST, BACKBOARDS. BREAKAWAY RIMS, NETS, AND OUTDOOR SAFETY POLE PADDING. POLE PADDING TO BE PROVIDED BY OTHERS. NOT A PART OF CONTRACT SCOPE. SF-2 ROLL AWAY PICKLEBALL NET TO BE PROVIDED BY THE CITY. NOT A PART OF CONTRACT SCOPE. DETAIL 8, SHEET L-600 DETAIL 4, SHEET L-600 SEE SHEET PTD-1 BISON ULTIMATE SYSTEMS COAST RECREATION, INC. (714) 619-0100 OR APPROVED EQUAL STANDARD STANDARD BISON ULTIMATE SYSTEMS COAST RECREATION, INC. (714) 619-0100 OR APPROVED EQUAL (QTY. 3) PORTABLE PICKLEBALL SYSTEM SKU: PK10P 20' x 30" HT. NET W/ 27" ROLLER LEGS STANDARD STANDARD ACRYLIC SURFACING COLORS PER LAYOUT DETAIL MEDIUM BROOM W/ TEXTURED ACRYLIC POST-TENSION CABLES: SUNCOAST POST TENSION OR APPROVED EQUAL (909) 673-0490 CALIFORNIA SPORTS SURFACES OR APPROVED EQUAL (978) 623-9980 PLEXI HARDCOURT SYSTEM OR APPROVED EQUAL BASKETBALL STRIPING AND PICKLEBALL COURT OVERLAY POST-TENSION SLAB PER POST-TENSION ENGINEER'S STRUCTURAL PLANS. REFER TO GEOTECH REPORT FOR CRITERIA AND COMPACTION. PREPARE SURFACE AND APPLY ACRYLIC SURFACING PER MANUFACTURER'S SPECIFICATIONS. LIGHT BEADBLAST FINISH DAVIS COLORS 8084 DARK GRAY (CARBON) APPLY PENETRATING SEALER RIM: (QTY 2) BREAKAWAY BA32 SINGLE POST: (QTY 2) BA873U-BK 6" SQ. x 3/16" THK. W/ TOP CAP BACKBOARD: (QTY 2) BA873U UNBREAKABLE CLEAR POLYCARBONATE POLE PADDING: (QTY 2) BA870PP-BK NET: BA501H (QTY 2) STANDARD STANDARD STANDARD STANDARD STANDARD BLACK STANDARD STANDARD INSTALL POST W/ FOOTING PER MANUFACTURER'S INSTRUCTIONS. DELIVER EXTRA NETS AND BREAKAWAY RIM TO THE CITY PARKS MAINTENANCE DEPARTMENT. SEAL TOP OF POST TO PROTECT FROM RAIN. POST PADDING FOR REFERENCE ONLY - NOT A PART OF PROJECT SCOPE. FOR REFERENCE ONLY - NOT A PART OF PROJECT SCOPE DAVIS COLORS (323) 265-8323 OR APPROVED EQUAL CHAIN LINK FENCE 4' HT. LA HABRA FENCE CO. VINYL COATED CHAIN LINK BLACK DETAIL 2, SHEET L-610 (562) 697-4216 OR APPROVED EQUAL 1" CHAINLINK SELVEDGE CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH SUBMITTALS. TEXTURED ACRYLIC COLOR SURFACING P-3 C-1 6" PCC MAINTENANCE BAND MEDIUM BROOM W/ PENETRATING SEALER NATURAL GRAY DETAIL 5, SHEET L-600 SEE SHEET L-100 AND C1 FOR GENERAL NOTES REFER TO SPECIFICATIONS 10 Page 461 of 604 L-301 CONSTRUCTION PLAN 0 5' 10' 20' Scale: 1" = 10'-0" N 11 LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK (E) CONCRETE PAVING SF-1 SF-2 SF-2 P-2 P-3 W-1 LIGHT POLE TYP - SEE ELECTRICAL SHEET E-1.1 AND E-3.1 C-1 C-1 (E) CONCRETE PAVING PROTECT-IN-PLACE (E) CONCRETE PAVING (E) MAINTENANCE BAND PROTECT-IN-PLACE (E) MAINTENANCE BAND PROTECT-IN-PLACE (E) UTILITY PROTECT-IN-PLACE TYP. (E) BUILDING (E) TABLE PROTECT-IN-PLACE TYP. (E) SIGN PROTECT-IN-PLACE TYP. (E) DRINKING FOUNTAIN PROTECT-IN-PLACE TYP. Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 MEET EXISTING PAVING FLUSH. PA TURF PA PROVIDE SKATEBOARD DETERRENT, AT EACH POST AND CENTERED BETWEEN EACH POST, TYP. SEE SHEET L-610 DETAIL 1 (E) TREE PROTECT-IN-PLACE TYP. P-1 (E) UTILITY PROTECT-IN-PLACE TYP. F-1 W-1 EXPANSION JOINT SEE SHEET L-610 DETAIL 1 (E) TREE PROTECT-IN-PLACE TYP. P-1 PCC POST-TENSION BASKETBALL COURT KEY DESCRIPTION PCC PAVING - 5" THK P-2 P-1 TEXTURED ACRYLIC COLOR SURFACING P-3 C-1 6" PCC MAINTENANCE BAND KEY DESCRIPTION 20" Ht. x 18" WIDE CAST-IN-PLACE WALL W-1 F-1 CHAIN LINK FENCE 4' HT. KEY DESCRIPTION SF-1 BASKETBALL POST, BACKBOARDS. BREAKAWAY RIMS, NETS, AND OUTDOOR SAFETY POLE PADDING. POLE PADDING TO BE PROVIDED BY OTHERS. NOT A PART OF CONTRACT SCOPE. SF-2 ROLL AWAY PICKLEBALL NET TO BE PROVIDED BY THE CITY. NOT A PART OF CONTRACT SCOPE. A. HARDSCAPE B. WALLS/FENCE C. SITE FURNISHINGS SEE SHEET L-300 FOR FULL CONSTRUCTION MATERIAL SCHEDULE SEE SHEET L-100 AND C1 FOR GENERAL NOTES REFER TO PROJECT SPECIFICATIONS F-1 F-1 P-1 W-1 (E) MAINTENANCE BAND PROTECT-IN-PLACE LIGHT POLE TYP - SEE ELECTRICAL SHEET E-1.1 AND E-3.1 F-1 EXPANSION JOINT SEE SHEET L-610 DETAIL 1 C-1 (E) MAINTENANCE BAND PROTECT-IN-PLACE SF-1 (E) MAINTENANCE BAND PROTECT-IN-PLACE LIGHT POLE TYP - SEE ELECTRICAL SHEET E-1.1 AND E-3.1 (E) TREE PROTECT-IN-PLACE TYP. (E) UTILITY PROTECT-IN-PLACE TYP. SF-2 (E) MAINTENANCE BAND PROTECT-IN-PLACE F-1 F-1 EXTENT OF SWALE, SEE CIVIL PLANS C-1 EXTENT OF SWALE, SEE CIVIL PLANS EXTENT OF SWALE, SEE CIVIL PLANS EXTENT OF SWALE, SEE CIVIL PLANS PA PA PA PA PA PA PA PA PA PA PA PA TURF TURF TURF TURF TURF TURF TURF TURF TURF Page 462 of 604 L-600 12 LANDSCAPE CONSTRUCTION DETAILS 5 6" PCC MAINTENANCE BAND 1"=1'-0" THICKENED EDGE 4" 8" (1") WHEN ADJACENT TO TURF (2") WHEN ADJACENT TO SHRUBS FINISH GRADE PCC FLATWORK PER PLAN 1"=1'-0" TYPICAL JOINTING FOR PCC PAVING N.T.S. R=3/8" 2 1 6" FOR PEDESTRIAN 9" AT COURT SPORT COURT SECTION A TOOLED CONTRACTION JOINT 1/4" RADIUS HAND TOOLED WEAKENED PLANE JOINT 1-1/2" DEPTH FOR 4" PCC 2" DEPTH FOR 6" PCCPLACE AT 9' O.C. MAX OR 50 SQ. FT. B SAWCUT CONTRACTION JOINT 1/4 DEPTH OF PAVING 1/8" SAWCUT JOINT PLACE AT 9' O.C. MAX OR 50 SQ. FT. C ISOLATION JOINT PEDESTRIAN PAVING ONLY - EVERY 150 SQ. FT. D DOWELED ISOLATION JOINT PLACE AT 9' O.C. MAX OR 150 SQ. FT. #4 x 18" LONG SPEED DOWEL @ 18" O.C. CENTERED IN FLATWORK 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND. 1/4" RADIUS TOOLED EDGES E CONSTRUCTION JOINT PLACE AT 9' O.C. MAX OR 50 SQ. FT. #4 x 18" LONG SPEED DOWEL @ 18" O.C. CENTERED IN FLATWORK 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGE. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND. F ISOLATION JOINT AT VERTICAL PLANE PLACE AT 9' O.C. MAX OR 50 SQ. FT. 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND. NOTE: CONTRACTOR TO SUBMIT COLORED LAYOUT PLAN FOR JOINT LOCATIONS. COORDINATE JOINT LOCATIONS WITH LANDSCAPE ARCHITECT AND CITY ENGINEER. WALL 3 PCC PAVING 5" THK 1"=1'-0" 5" SECTION PCC PAVING NOTE: 1. REFER TO CONSTRUCTION SCHEDULE, SHEET LCS.1 FOR CONCRETE COLOR AND FINISH. 2. ALL CONCRETE FLATWORK SHALL NOT EXCEED 4.8% SLOPE IN THE DIRECTION OF TRAVEL OR 1.8% CROSS SLOPE. 3. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL JOINTS WITH THE LANDSCAPE ARCHITECT. A TOOLED CONTRACTION JOINT WILL BE REQUIRED FOR EVERY 50 SF OF PAVING AND DOWELED ISOLATION JOINT FOR EVERY 150 SF OF PAVING. 4. CONCRETE SHALL BE 560-C-3250 90% COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. REFER TO SECTION 4.1.2. HAND TOOLED CONTRACTION JOINT - SEE DETAIL 1A THIS SHEET #3 BAR @ 24" O.C, BOTH DIRECTIONS AT MID DEPTH 4 PCC SPORT COURT PAVEMENT 6-1/2" THK W/ ACRYLIC SURFACING 1"=1'-0" MATCH ELEV. 90% COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. REFER TO SECTION 4.1.2. & 4.2 ENCAPSULATED POST-TENSION BASKETBALL COURT - SEE LAYOUT AND DETAILS ON SHEET PTD.1 ADJACENT PAVING FORTIFIED PLEXIPAVE -SEE COURT LAYOUT AND LANDSCAPE CONSTRUCTION SCHEDULE) FOR COLOR SLOPE PER PLAN MIN. CLASS 2 AGGREGATE BASE COMPACTED TO MIN. 95%. REFER TO GEOTECHNICAL REPORT NOTE: SEE COURT DIMENSIONS LAYOUT BELOW ON THIS SHEET SEE POST-TENSION LAYOUT AND DETAILS ON SHEET PTD.1 NOTE: 1. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL JOINTS WITH THE LANDSCAPE ARCHITECT. A TOOLED CONTRACTION JOINT WILL BE REQUIRED FOR EVERY 50 SF OF PAVING AND DOWELED ISOLATION JOINT FOR EVERY 150 SF OF PAVING. 2. CONCRETE STRENGTH PER SHEET PTD.1 90% COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. REFER TO SECTION 4.1.2. PLEXI COLOR LINE PAINT (WHITE) 2" WIDE TYPICAL EDGE CONDITION - SEE DETAIL SHEET PTD.1, DETAIL1 5" 6"#4 REBAR, CONTINUOUS PCC BAND
8"
EQ. EQ. 6" EQ. FINISH GRADE (2" BELOW FOR PLANTING AREA) FINISH GRADE (1" BELOW FOR TURF AREA) EQ. SECTION NOTE: 1. REFER TO CONSTRUCTION MATERIAL SCHEDULE FOR CONCRETE COLOR AND FINISH. 2. CONSTRUCT A HAND TOOLED WEAKENED PLANE JOINT EVERY 8' O.C. AND ISOLATION JOINT EVERY 24' O.C. 3. CONSTRUCT A ISOLATION JOINT AT HARDSCAPE. 4. CONSTRUCT A WEAKENED PLANE JOINT WHERE FENCE POST OR HARDSCAPE OCCUR. 5. END FLUSH AT PAVING W/ ISOLATION JOINT. REMOVE 6" EXISTING SOIL REPLACE WITH SELECTED BACKFILL PER GEOTECH RECOMMENDATIONS Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title :

Drawing No :

Checked By :

APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 B BASKETBALL COURT LAYOUT 4' 1' 3' 3' 3' 19'-9" 6' 15' 15" 8" 84' TO INSIDE OF SIDE LINES 2" WIDE WHITE ACRYLIC PAINTED LINES (TYP.) 50' TO INSIDE OF SIDE LINES 6' 3 POINT LINE
DIVISION LINE 28' 63" 12' A PICKLEBALL COURT LAYOUT 20'-0" 10'-0" 7'-0" 15'-0" 10'-0"7'-0" 15'-0"
44'-0" 8 COURT LAYOUT AND DIMENSIONS 1"=10'-0" 0 5' 10' 20' Scale: 1" = 10'-0" TA-3 TA-2 TA-1 TEXTURED ACRYLIC COLOR SURFACING COLOR KEY LIGHT BLUE COLOR LEGACY VELOCITY BLUE LEGACY ROYAL BLUE W/ 3 PICKLEBALL COURT OVERLAY COURT STRIPING TO BE WHITE (2" WIDE) 2" WIDE WHITE ACRYLIC PAINTED LINES (TYP.) 6 DOWEL CONNECTION - NEW CONCRETE TO EXISTING NOTE: 1. USE AS SPECIFIED. 2. SLABS 4-1/2" OR MORE IN THICKNESS USE #4 REBAR 3. SLABS 4" OR LESS IN THICKNESS USE #3 REBAR 4. DRILL HOLE AND EPOXY BAR IN EXISTING CONCRETE 5. MINIMUM OF (2) DOWELS IN 5' WALK, OTHERWISE @ 4' CENTERS #4 x 12" LONG SPEED DOWEL @ 18" O.C. CENTERED IN FLATWORK 3/8" THICK FIBER JOINT WITH CAP AND BACKER ROD, WITH 1/4" RADIUS TOOLED EDGES. CAP WITH SELF-LEVELING JOINT SEALER. HAND SEED W/ SAND.NEW CONCRETE EXISTING CONCRETE 6" 6" 47" ACRYLIC COLOR LAYOUT 25" 6' 6' 3' TA-1TA-2 TA-3 7 NOT USED 1"=1'-0" Page 463 of 604 L-610 13 LANDSCAPE CONSTRUCTION DETAILS Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 1 C.I.P. LOW WALL #4 BAR , 36" O.C. (6) #5 REBAR @ 18" O.C. CONTINUOUS CONCRETE WATERPROOFING & SEALER 3'-2" 3/8" RADIUS TYP.
6" MIN.
18" MAX FINISH GRADE CONTINUOUS CAST-IN-PLACE WALL - 3250 PSI CONCRETE. REFER TO CONSTRUCTION MATERIAL SCHEDULE FOR COLOR AND FINISH. ISOLATION JOINT. SEE DETAIL 1F, SHEET L-600 F.S. SEE GRADING PLAN 1'-8" 3" CLEAR TYP. 1"=1'-0" 2'-6"
1'-3" 90% COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. REFER TO SECTION 4.1.2. SANDY BACKFILL SOIL PER GEOTECH REPORT. REFER TO SECTION 4.1.4. 2 CHAIN LINK FENCE - 4' HIGH N.T.S. 1" MESH, PVC BLACK COLOR COATED FABRIC (EXTRUDED AND BONDED) 9 GA. CORE, 8 GA. FINISH. (72" HIGH), KNUCKLE SELVAGE TOP AND BOTTOM FABRIC: COLOR AND FINISH OF FENCING COMPONENTS (POSTS, RAILS AND FITTINGS) TO MATCH FABRIC. FINISH: CONCRETE FOOTING: CONCRETE SHALL BE 560-C-3250 SIZE: 1 58 TOP & BOTTOM RAILS: " (1.625 O.D.) SIZE: 1 58 LINE POST: " (1.625 O.D.) SIZE: 1 78 END & CORNER POST: " (1.875 O.D.) 18" x 1" TENSION BANDS, 316"x34" TENSION BAR, PRESSED STEEL LOOP CAPS, PRESSED STEEL CAPS AND RAIL ENDS, 14" x 34" AND TENSION BARS FITTINGS: TIE WIRES: 9 GA. HOOKED TIES SPACED 14" O.C. CHAIN LINK FENCE - 4' HIGH SPECIFICATIONS END POSTS TO BE BRACED TO THE NEAREST LINE POST WITH 38" TRUSS ROD AND TRUSS ROD TIGHTENER BRACING: NOTE: SUBMIT SHOP DRAWINGS INDICATING ALL MATERIAL SIZES AND FINISHES FOR POSTS, FABRIC AND FITTINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 10" FENCE POST TOP OF FOOTING 24" FOR END POST FINISH SURFACE CONCRETE FOOTING 16" CONCRETE WALL WHERE OCCURS FENCE POST FENCE POST SAW CUT ISOLATION CONTROL JOINT - BOTH SIDES AT EACH POST LOCATION END POST STRECHER BAR TENSION BAND PRESSED STL. CAP SPACE PER LAYOUT PLAN ±6' NOT TO EXCEED 8' MAXIMUM SPACING CHAIN LINK FABRIC TIE WIRES TOP & BOTTOM RAILS LINE POST LINE POST LOOP CAP TRUSS ROD & TIGHTNER END POST SEE FOOTING SECTION 'B' SEE FOOTING SECTION 'B' LINE POST FENCE POST IN CIP WALL 4' 3" (2) #5 REBAR @ TOP SECTION 'A' - NOT TO SCALE WALL ELEVATION - NOT TO SCALE SECTION 'B' - NOT TO SCALE CONCRETE FOOTING 18" FOR LINE POST
16" 3" CLEAR 3" CLEAR 6" 3" CLEAR 2'-6" PER PLAN NOTE: PROVIDE (1) EXPANSION JOINT AT MIDPOINT OF WALL LENGTH. SEE CONSTRUCTION PLAN L-301. 4'-0" ELEVATION - FENCE POST IN CIP WALL
1'-10" 1-1/3" 3/8" RADIUS ON CORNERS TYP. EVENLY SPACED @ 3' O.C SAW CUT ISOLATION CONTROL JOINT. BOTH SIDE AT EACH POST LOCATION TYP. FENCE POST. SEE 6" DETAIL 2 ON THIS SHEET. FENCE POST WHERE OCCURS PER PLAN CHAIN LINK FENCE CONTINUOUS CAST-IN-PLACE WALL - 3250 PSI CONCRETE. REFER TO CONSTRUCTION MATERIAL SCHEDULE FOR COLOR AND FINISH. F.S. SEE GRADING PLAN 1-1/2" 1/2"
45° 45° SEE SKATE DETERRENT ENLARGEMENT SKATE DETERRENT ENLARGEMENT SKATE DETERRENT NOTCH, LOCATE AT FENCE POST AND HALFWAY BETWEEN, 3' O.C. TYP. NOTCH TO GO FROM FRONT TO BACK OF WALL SCALE: 4" = 1'-0" CORE DRILL AND SET WITH NON SHRINK GROUT, COLOR TO MATCH WALL COLOR Page 464 of 604 L-700A IRRIGATION LEGEND AND NOTES Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 NON-PRESSURE LATERAL LINE PIPING PIPING SLEEVE UNDER PAVED AREA SCHEDULE 40 PVC - 4-INCH MINIMUM SIZE (4-INCH ABBREVIATED ON DRAWING AS "4SL") - SIZE SLEEVING (NOTED IN INCHES) AS SHOWN ON DRAWINGS AND IRRIGATION SLEEVE SIZES CHART, SHEET L-700A SYMBOL MANUFACTURER MODEL NO. DESCRIPTION L INDICATES PLANT WATER USE CATEGORY (L= LOW, M=MODERATE, H=HIGH, WATER USE) INDICATES PRECIPITATION RATE INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION SPRINKLER CONTROLLER STATION NUMBER INDICATES FLOW IN GPM FOR ELECTRIC CONTROL VALVE 0.6 1" 5.0 SCHEDULE 40 PVC - 3/4-INCH MINIMUM SIZE PIPING AND OTHER SIZES (NOTED IN INCHES) AS SHOWN ON PLANS AND IRRIGATION LATERAL PIPE SIZES CHART, SHEET L-700A NOTES: * PROVIDE LANDSCAPE FABRIC MODEL NUMBER 140N, AS MANUFACTURED BY MIRAFI, OR APPROVED EQUAL - TYPICAL FOR ALL ROUND AND RECTANGULAR VALVE BOX INSTALLATIONS. INDICATES CONNECTION TO ASSIGNED DRIP LINES, TYP. RAIN BIRD RAIN BIRD RAIN BIRD EQUIPMENT LEGEND - POTABLE WATER VALVE CALLOUT LEGEND DETAIL REFERENCE 9, 10 / L-750 10 / L-750 A-1 EQUIPMENT LOCATION NOTES 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROLLER WIRING, CONTROL VALVES, ETC. WITHIN PLANTING AREA. ANY IRRIGATION EQUIPMENT INDICATED OUTSIDE OF PLANTING AREA IS SHOWN FOR DRAWING CLARITY AND DESIGN INTENT ONLY. 2. INSTALL IRRIGATION MAIN LINE PIPING IN PLANTING AREA 2-FEET MINIMUM BACK OF HARDSCAPE. 3. PIPING AS SHOWN ON DRAWINGS IS SCHEMATIC AND INDICATES THE INTENT OF IRRIGATION DELIVERY METHODS. 4. IRRIGATION CONTROLLER AND OTHER IRRIGATION EQUIPMENT LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL STAKE OUT ALL IRRIGATION EQUIPMENT LOCATIONS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. LOCATIONS INDICATED ON THE DRAWINGS ARE SHOWN AS APPROXIMATE. CONTRACTOR SHALL STAKE OUT EACH VALVE ASSEMBLY FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. FINAL LOCATIONS AND EXACT POSITIONING OF IRRIGATION EQUIPMENT ON THE DRAWINGS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT AS REQUESTED BY OWNER OR LANDSCAPE ARCHITECT SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST. FAILURE TO OBTAIN OWNER/ LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER/ LANDSCAPE ARCHITECT DIRECTED CHANGES AT NO ADDITIONAL COST. 7. ELECTRIC CONTROL VALVES, QUICK COUPLING VALVES, AND ISOLATION VALVES, ETC. SHALL NOT BE INSTALLED IN TURF. INSTALL IN NEAREST NON-TURF PLANTING AREA. 8. CONTRACTOR SHALL ROUTE PIPING WITH 2-FOOT CLEARANCE AROUND FINAL TREE LOCATIONS. 9. WHERE VERTICAL OBSTRUCTIONS (BOLLARDS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PIPE SIZE SLEEVE SIZE 3 4" 4" 4" 1" 1- 14" 4" 1- 12" 4" 2" 2- 12" 3" 4" 6" 6" NOTES: 1. PIPE SLEEVES AND CONTROL WIRE CONDUITS ARE REQUIRED FOR ALL IRRIGATION PIPING AND CONTROL WIRES INSTALLED UNDER PAVING. REFER TO IRRIGATION SLEEVE SIZES CHART FOR IRRIGATION SLEEVE SIZE AND TO CONTROL WIRE SIZING CHART FOR CONTROL WIRE SLEEVE SIZE - TYP. 2. FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR DRAWING CLARITY ALL SLEEVES AND CONDUITS ARE NOT SHOWN. THEREFORE, IN ADDITION TO THE PIPE SLEEVE AND CONTROL WIRE CONDUITS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES AND CONTROL WIRE CONDUITS SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC. WIRE CONDUIT SIZE NUMBER OF CONTROL AND COMMON WIRES IN CONDUIT 2" MIN. 0-16 2-12" 17-24 25-40 3" 41-48 4" PIPE SIZE FLOW (GPM) 3 4" 0 - 8 8 - 12 1" NOTES: 1. FOR DRAWING CLARITY ALL IRRIGATION LATERAL LINES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTOR'S BID. ADDITIONALLY, DUE TO THE SCALE OF THE DRAWINGS AND FOR DRAWING CLARITY ALL PIPE SIZES ARE NOT SHOWN. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC. AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING STRUCTURES, ETC. 13 - 22 1- 14" 23 - 30 31 - 50 1- 2" 12" 51 - 150 3" IRRIGATION LATERAL PIPE SIZES IRRIGATION SLEEVE SIZES IRRIGATION NON PRESSURE LATERAL LINE PIPE IRRIGATION PIPE CONTROL WIRE CONDUIT DRIPLINE (COPPER SHIELD SERIES) SYSTEM - PRESSURE COMPENSATING - 0.6 GPH @ 12-INCHES O.C. EMITTER SPACING - 18-INCHES TUBING ROW SPACING - 17MM (BROWN COLOR) 0.634" O.D. POLYETHYLENE TUBING WITH COMPRESSION-TYPE FITTINGS FOR ELLS, TEES, COUPLERS & PVC ADAPTERS - PROVIDE METAL HOLD DOWN STAKES EVERY 5'-O.C. AND CHANGES IN DIRECTION - INSTALL DRIPLINE TUBING WITH 4-INCHES OF SOIL COVER XFS-CV-06-12 (TUBING) XF DRIPLINE (FITTINGS) TDS-050 (STAKE) 5, 6, 7 / L-750 MODIFIED EXISTING PLANTING AREA MODIFIED EXISTING TURF AREA ADJUST ALL LATERAL AND SPRAY HEADS DUE TO RE-GRADING AND REPLANTING. UTILIZE SAME LATERAL AND SPRAY HEAD MANUFACTURERS IF NEW EQUIPMENT IS NEEDED TO COMPLETE A FUNCTION SYSTEM (IF DAMAGED FROM CONSTRUCTION ACTIVITIES). SALVAGE EQUIPMENT IS POSSIBLE AND REINSTALL IN SAME LOCATION (IF POSSIBLE). * RAIN BIRD XCZ-100-PRB-COM XCZ-150-LCS DRIP VALVE STATION - DRIP ELECTRIC CONTROL VALVE ASSEMBLY - W/ PRESSURE REGULATING BASKET FILTER (200 POLY MESH /40 PSI SETTING) USE 1-INCH SIZE FOR FLOWS 0.3 GPM THROUGH 14 GPM - USE 1-1/2 INCH SIZE FOR FLOWS 15 GPM THROUGH 40 GPM 1, 2 / L-750 SCHEDULE 40 PVC BALL FULL PORT VALVE AND PVC FLEX HOSE TUBING INSTALLED WITHIN ROUND VALVE BOX - ADAPT TO INSTALL DRIPLINE TUBING AS REQUIRED - UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS DRIPLINE FLUSH OUT ASSEMBLY 2, 4 / L-750 V RAIN BIRD OPERIND DRIP SYSTEM OPERATION INDICATOR KIT MODEL NO.: OPERIND = DISTRIBUTION TUBING CONNECTION AS REQUIRED FOR EACH DRIP VALVE STATION - UNITS WHERE SHOWN LOCATED AT ENDS OF DRIPLINE SYSTEMS 8 / L-750 OP DIRECT BURY SPLICE (I.L. APPROVED) WATERPROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPICES AND CONNECTIONS NONE SHOWN 3M CONNECTOR DBR/Y-6 3 / L-750 NEW PRESSURE MAIN LINE PIPING CONNECTION FROM EXISTING MAIN LINE PIPING 9 / L-750 SCHEDULE 40 PVC - SIZE PIPING (NOTED IN INCHES) AS SHOWN ON PLANS ADJUST ALL LATERAL AND SPRAY HEADS DUE TO RE-GRADING AND RE-SODDING. UTILIZE SAME LATERAL AND SPRAY HEAD MANUFACTURERS IF NEW EQUIPMENT IS NEEDED TO COMPLETE A FUNCTION SYSTEM (IF DAMAGED FROM CONSTRUCTION ACTIVITIES). SALVAGE EQUIPMENT IS POSSIBLE AND REINSTALL IN SAME LOCATION (IF POSSIBLE). 14 Page 465 of 604 L-700B IRRIGATION LEGEND AND NOTES Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 1. THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2. IRRIGATION SYSTEM TO BE DESIGNED TO NOT ALLOW OVER-SPRAY OR EXCESS RUNOFF ONTO IMPERVIOUS SURFACES. 3. PLANTS SELECTED FOR HARDINESS AND LOW WATER REQUIREMENTS. 4. EXISTING IRRIGATION CONTROLLER IS A SMART CONTROLLER WHICH OPERATES WITH DAILY WEATHER ADJUSTMENTS. 1. THIS IRRIGATION SYSTEM IS DESIGNED FOR USE WITH POTABLE WATER. 2. INSTALL POP-UP SPRINKLER HEADS POSITIONED WITHIN SHRUB OR GROUND COVER AREAS WITH THE TOP OF SPRINKLER ABOVE FINISH GRADE AS SHOWN IN THE DETAILS. 3. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREA TO BE IRRIGATED UNLESS INDICATED OTHERWISE ON DRAWINGS. 4. WHEN VERTICAL OBSTRUCTIONS (SITE HARDSCAPE ELEMENTS, FIRE HYDRANTS, TREES, LIGHT POLES, ETC.) INTERFERE WITH THE SPRINKLER HEAD PATTERN OF COVERAGE, ADJUST SPRINKLER SYSTEM LAYOUT BY INSTALLING A QUARTER CIRCLE, HALF CIRCLE OR ADJUSTABLE CIRCLE SPRINKLER HEAD ON EACH SIDE OF OBSTRUCTION IN ORDER TO PROVIDE PROPER COVERAGE. PERFORM SPRINKLER LAYOUT ADJUSTMENT AT NO COST TO THE OWNER. 5. SPRINKLER SYSTEM IS BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND SHOWN ON IRRIGATION DRAWINGS. REFER TO POINT-OF-CONNECTION NOTES. VERIFY PERMANENT WATER PRESSURE BEFORE THE START OF CONSTRUCTION. REPORT DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL SITE PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 6. THIS IRRIGATION DESIGN IS SCHEMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND IRRIGATION FACILITIES WITHIN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, LANDSCAPE PLANTING, SITE IMPROVEMENTS, AND ARCHITECTURAL FEATURES. 7. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND BUILDINGS. SELECT THE MOST APPROPRIATE PART CIRCLE PATTERN NOZZLE TO FIT THE SITE CONDITIONS AND THROTTLE THE FLOW CONTROL ADJUSTMENT AT EACH CONTROL VALVE TO OBTAIN OPTIMUM SPRINKLER HEAD PRESSURE. 8. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES IN AREA DIMENSIONS, AND OTHER SITE SPECIFIC INFORMATION THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SUCH OBSTRUCTIONS OR DIFFERENCES FOR RESOLUTION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH GRADE DIFFERENCES, WALL/HARDSCAPE LOCATIONS, ETC. COORDINATE WORK FOR THE INSTALLATION OF IRRIGATION PIPE SLEEVES THROUGH WALLS, UNDER PAVEMENT AND STRUCTURES, ETC. 10. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF SUFFICIENTLY SIZED SLEEVES FOR CONTROL WIRES AND NON-PRESSURE LATERAL LINE PIPING UNDER PAVED AREAS, IN ADDITION TO CONTROL WIRES AND LATERAL LINE PIPING SLEEVES SHOWN ON THE DRAWINGS. 11. INSTALL PIPING, RELATED MATERIALS AND EQUIPMENT AS SHOWN ON THE DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS, INCLUDING SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE. 12. TEST ALL PRESSURE MAIN LINES UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF 3 HOURS. TESTING OF PRESSURE MAIN LINE PIPING SHALL OCCUR PRIOR TO THE INSTALLATION OF ANY ELECTRIC CONTROL VALVE, BASKET STRAINERS, QUICK COUPLING VALVES AND OTHER PRESSURE-SIDE IRRIGATION FACILITIES. PRESSURE TESTING RESULTS, IN WRITING, SHALL BE SUBMITTED TO OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BACKFILLING. 13. THE ESTABLISHMENT OF AUTOMATIC SEASONAL ADJUSTMENTS AND BASIC CONTROLLER PROGRAMMING IS THE RESPONSIBILITY OF THE CONTRACTOR. MAKE ARRANGEMENTS WITH THE APPROPRIATE FIELD TECHNICIAN FOR A SITE VISIT ON INSTRUCTION OF ESTABLISHING AUTOMATIC CONTROLLER BASIC PROGRAMMING INFORMATION AND AUTOMATIC SEASONAL SCHEDULING. CONTROLLER PROGRAMMING INFORMATION REQUIRED INCLUDES, BUT IS NOT LIMITED TO; PRECIPITATION RATES, PLANT WATER-USE FACTORS, SYSTEM EFFICIENCY RATINGS, FLOW SENSOR CALIBRATION, AND MONTHLY HISTORIC DATA. 1. PROVIDE DRIPLINE EMITTER TUBING SYSTEM FOR PLANTING AREAS AS SHOWN ON DRAWINGS. 2. DRIPLINE IS SHOWN SCHEMATICALLY FOR CLARITY. INSTALL DRIPLINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. 3. DRIPLINE VALVE STATION CALLOUTS INDICATE THE APPROXIMATE SIZE OF THE DRIPLINE AREA OF COVERAGE ASSIGNED TO EACH VALVE. THE APPROXIMATE LENGTH OF DRIPLINE TUBING ASSIGNED TO EACH VALVE STATION IS PROVIDED FOR ESTIMATE PURPOSES ONLY. CONTRACTOR SHALL PROVIDE AND INSTALL THE REQUIRED AMOUNT OF DRIPLINE TUBING AS REQUIRED TO PROPERLY IRRIGATE ASSIGNED LANDSCAPE AREAS WITH THE EMITTER SPACING AND DRIPLINE TUBING ROW SPACING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-700A. 4. REFER TO PLANTING LEGEND FOR PLANT MATERIAL NAMES, ABBREVIATIONS, SPECIFIC SIZES, ON-CENTER SPACING, AND ADDITIONAL INFORMATION. 5. DO NOT INSTALL DRIPLINE TUBING UNDER PAVED SURFACES. CONNECT DRIPLINE TUBING TO SCHEDULE 40 PVC LATERAL LINE PIPING FOR ROUTING UNDER PAVED SURFACES AND SCHEDULE 80 PVC PIPING ROUTING THROUGH PLANTER WALLS. ADAPT DRIPLINE TUBING TO PVC PIPING AS REQUIRED WITH COMPRESSION ADAPTER FITTINGS. 6. CONNECT DRIPLINE PIPING TO PRESSURE REGULATOR UNITS WITH SCHEDULE 40 PVC MALE ADAPTER FITTINGS AND COMPRESSION ADAPTER FITTINGS. 7. PROVIDE COMPRESSION SERIES FITTINGS FOR TUBING TO TUBING CONNECTIONS AND CONNECTIONS TO PVC PIPING AS INDICATED IN THE EQUIPMENT LEGEND ON SHEET L-700A. 1. PROVIDE SOIL SPECIFICATIONS OF IMPORT SOIL OR PROVIDE SOIL ANALYSIS IF USING ON SITE SOIL. THE SOIL INFORMATION MUST INCLUDE: SOIL TEXTURE (% OF ORGANIC MATTER), INFILTRATION RATE (OR ESTIMATED RANGE), PH & TOTAL SOLUBLE SALTS, INDICATE IF MULCH, SOIL AMENDMENTS OR OTHER MATERIAL WILL BE USED OR REQUIRED. 1. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING, AND REPAIRING IRRIGATION EQUIPMENT; RESETTING REPLENISHING MULCH; FERTILIZING; PRUNING; AND WEEDING IN ALL LANDSCAPE AREAS. 2. WHENEVER POSSIBLE, REPAIR OF THE IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR THEIR EQUIVALENT SPECIFICATION. IRRIGATION DESIGN INTENT DRIP IRRIGATION NOTES - POTABLE WATER SOIL SPECIFICATION/ ANALYSIS SAMPLE IRRIGATION MAINTENANCE SCHEDULE IRRIGATION GENERAL NOTES - POTABLE WATER 15 Page 466 of 604 OP
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Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title :

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APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883
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M. VASQUEZ 04-18-25 GP24-002 DATE 27 1. CONTRACTOR TO VERIFY EXISTING BACKFLOW PREVENTER ASSEMBLIES ARE INSTALLED PER CODE AND REQUIRE NO SERVICE OR REPAIR THAT WOULD PREVENT INSTALLATION OR CONNECTION PER PLAN. 2. REPAIR DAMAGE TO EXISTING PLANTING AREA FINISH GRADES CAUSED BY LANDSCAPE CONSTRUCTION OPERATIONS. PROVIDE ADDITIONAL SOIL COMPACTION AS REQUIRED TO REPAIR THE SETTLING OF GRADES TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. 3. SECURE PERMISSION FROM THE CITY'S MAINTENANCE STAFF TO SHUT OFF THE IRRIGATION WATER SUPPLY TO PORTIONS OF THE SITE. IN THE EVENT THAT IT IS NECESSARY CONTRACTOR TO PROVIDE HAND WATERING OR ALTERNATIVE METHODS TO IRRIGATE EXISTING PLANTING AREAS SERVED BY THE AFFECTED PORTION OF THE IRRIGATION SYSTEM. 4. REPLACE AND / OR REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM CAUSED BY INSTALLATION OF NEW IRRIGATION SYSTEM. 5. CONTRACTOR TO VERIFY AND PROVIDE WRITTEN REPORT TO THE CITY THAT EXISTING SYSTEM IS IN PROPER WORKING ORDER REQUIRING NO REPAIRS PRIOR TO CONNECTION OF NEW IMPROVEMENTS. IRRIGATION CONSTRUCTION MODIFICATION NOTES IRRIGATION CONSTRUCTION NOTES SYMBOL DESCRIPTION 2 REPLACE AND / OR REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM CAUSED BY INSTALLATION OF NEW IRRIGATION SYSTEM LOCATE AND INTERCEPT EXISTING LATERAL LINE PIPING AND CONNECT TO NEW3 LATERAL LINE PIPING1 LOCATE AND INTERCEPT EXISTING MAIN LINE PIPING AND CONNECT NEW MAIN LINE PIPING - ADAPT NEW PIPING AS REQUIRED FOR PERMANENT CONNECTION - PROTECT IN PLACE EXISTING CONTROLLER WIRES LOCATED WITH MAIN LINE PROTECT EXISTING VALVE ASSEMBLY. RAISE OR LOWER VALVE BOX AS4 NECESSARY DUE TO REGRADING 2 4
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L-750 17 IRRIGATION DETAILS Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883
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M. VASQUEZ 04-18-25 GP24-002 DATE 27 ELECTRIC CONTROL VALVE - DRIP N.T.S. PVC MAIN LINE PIPING 3" IN PLANTING AREA PVC NON-PRESSURE LATERAL LINE PIPING SCHEDULE 80 PVC MALE ADAPTER SCHEDULE 80 PVC NIPPLE - SHORT (1 OF 3) SCHEDULE 80 PVC UNION LANDSCAPE FABRIC BELOW GRAVEL - WRAP SIDES BOX BOTTOM AND COVER ALL OPENINGS 3/4" CRUSHED GRAVEL BASE - 8" DEPTH SCHEDULE 80 PVC TEE OR ELL AS REQUIRED COMMON BRICK SUPPORTS - 4 REQUIRED SCHEDULE 80 PVC NIPPLE (2" LENGTH - HIDDEN) AND SCHEDULE 80 PVC ELL SECTION SCHEDULE 80 PVC ELL SCHEDULE 80 PVC NIPPLE TYPICAL - LENGTH AS REQUIRED ELECTRIC CONTROL VALVE DRIP ASSEMBLY 3"
MIN. FINISH GRADE TOP OF MULCH LAYER RECTANGULAR VALVE BOX WITH BOLT DOWN LOCKING COVER - BLACK IN COLOR - HEAT BRAND CONTROLLER AND VALVE STATION NUMBER SEQUENCE ON COVER IN 2" HIGH CHARACTERS CHRISTY'S VALVE I.D. TAG - IDENTIFY CONTROLLER ASSIGNMENT WATERPROOF WIRE CONNECTOR - 2 REQUIRED 30" COIL LINEAR LENGTH OF CONTROL WIRES P-YL-23.020-01 VALVE BOX LAYOUT N.T.S. PLAN VIEW ROUND VALVE BOX SHRUB MASSING, SEE PLANTING PLAN STANDARD RECTANGULAR VALVE BOX, TYP. JUMBO RECTANGULAR VALVE BOX, TYP. SHRUB HEDGE ROW OR SHRUB MASSING, SEE PLANTING PLAN PA EDGE OF CURB, PAVEMENT, TURF, FENCE, ETC. NOTES: 1. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICE OF VALVE. 2. SET VALVE BOXES 3" MAXIMUM ABOVE GRADE IN MULCH COVER OR SHRUB/ GROUNDCOVER AREAS. 3. VALVE BOXES INSTALLED ONLY WHERE PERMITTED. 4. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO THE EDGE. 5. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT DEFORMATION/ COLLAPSE OF VALVE BOX BASES. 6. SHRUB ROWS SHALL KEEP CONTINUITY WHEREVER PLANTED. 24" 24" 24" 24" SETBACK REFER TO PLANS CLEAR OF UTILITIES P-YL-23.020-02 3M "DBR/Y-6" WIRE CONNECTOR N.T.S. STRIP WIRE INSULATION FROM ENDS PER MFR. INSERT WIRE ENDS INTO THE CONNECTOR AND TWIST IN A CLOCKWISE DIRECTION UNTIL SECURE INSERT CONNECTOR INTO INSULATOR TUBE AND PUSH UNTIL IT SNAPS IN PLACE AT THE BASE POSITION WIRES IN WIRE CHANNEL SNAP INSULATOR TUBE COVER CLOSED P-YL-23.020-03 FLUSHOUT - DRIP SYSTEM N.T.S. SECTION FINISH GRADE DRIPLINE SYSTEM PIPING COMMON BRICK SUPPORT - 2 REQUIRED SCHEDULE 40 PVC SLIP COUPLER (LINE SIZE) SCHEDULE 40 PVC SLIP-FIT REDUCER BUSHING (1/2" x 3/8") AS REQUIRED 3/4" CRUSHED GRAVEL - 1CUBIC FOOT PVC FLEXIBLE HOSE (BLACK) 1/2" DIAMETER (NON-IPS) - 3 FOOT MINIMUM LENGTH - RAIN BIRD MODEL #SPX-FLEX 050 SERIES SCHEDULE 40 PVC SLIP-FIT REDUCER BUSHING (1/2" x 3/8") AS REQUIRED 10" ROUND BOLT DOWN VALVE BOX - BLACK IN COLOR- HEAT BRAND THE LETTERS 'FV' IN 2" HIGH CHARACTERS ON COVER SCHEDULE 40 PVC BALL VALVE (S x S) - 1/2" 3" IN PLANTING AREA P-YL-23.020-04 DRIPLINE SYSTEM LAYOUT - TYPICAL N.T.S. AV FVOP PLAN VIEW DRIPLINE CONTROL VALVE ASSEMBLY AIR/ VACUUM RELIEF (WHERE REQUIRED) - CONNECT TO BLANK DRIP TUBING AT EACH HIGH POINT ELBOW FITTING (UNIVERSAL NUT LOCK TYPE) - TYPICAL DRIPLINE PIPING EDGE OF PLANTING AREA ASSIGNED TO DRIPLINE VALVE STATION SHRUB PLANTING, TYPICAL DRIP SYSTEM OPERATION INDICATOR KIT TIE DOWN STAKE - TYPICAL LINE FLUSHING VALVE TEE FITTING (UNIVERSAL NUT LOCK TYPE) - TYPICAL PVC LATERAL LINE PIPING TO DRIPLINE SYSTEM NOTES: 1. SEE EQUIPMENT LEGEND FOR DRIPLINE AND PLANT MATERIAL ASSIGNMENT. 2. SEE STATION CALLOUTS ON PLAN SHEETS FOR SPECIFIC VALVE PERFORMANCE REQUIREMENTS AND CONFIGURATION OF DRIPLINE. 3. PROVIDE COUPLING FITTING (UNIVERSAL NUT LOCK) - WHERE REQUIRED. 4. REFER TO MANUFACTURER FOR DRIPLINE MAXIMUM LATERAL LENGTHS. P-YL-23.020-05 DRIPLINE CONNECTIONS BURIED - TYPICAL N.T.S. DRIPLINE MANIFOLD (TYPICAL) SECTION 6" MIN. CLR. TUBING SPACING AS NOTED IN LEGEND LIMIT OF PLANTER OR PAVEMENT EDGE SOIL COVER OVER DRIPLINE TUBING - 4" DEPTH TIE DOWN STAKE SCHEDULE 40 PVC RISER - LENGTH AS REQUIRED SCHEDULE 40 PVC SUPPLY LINE PIPING TO ELECTRIC CONTROL VALVE DRIP SYSTEM OPERATION INDICATOR DRIPLINE TEE, ELL OR COUPLER FITTING AS REQUIRED SCHEDULE 40 PVC TEE OR ELBOW FITTING FROM PVC RISER TO DRIPLINE TUBING - FITTING INCLUDES DRIPLINE ADAPTER(S) AS REQUIRED DRIPLINE EMITTER TUBING FINISH GRADE MULCH LAYER P-YL-23.020-06 DRIP IRRIGATION ON SLOPE N.T.S. TOE OF SLOPE TOP OF SLOPE DRIPLINE TUBING 10-FEET OR GREATER ELEVATION CHANGE SLOPE BENCH TOP 2/3 OF SLOPE - DRIP ZONE 'A' - DRIP LINE TUBING SPACING AS SPECIFIED BOTTOM 1/3 OF SLOPE - DRIP ZONE 'B' - DRIP LINE TUBING SPACING AS SPECIFIED PLUS 25% AXONOMETRIC NOTES: 1. SEE EQUIPMENT LEGEND FOR DRIPLINE TUBING SPACING AND SPECIFICATION INFORMATION. 2. DRIP ZONE 'A' AND 'B' REPRESENT SEPARATE DRIP ZONES ON SEPARATE VALVES. SEE PLAN FOR DRIP ZONE LOCATIONS. P-YL-23.020-07 POP-UP SPRINKLER N.T.S. SECTION PLAN VIEW POP-UP SPRAY HEAD OR ROTOR 1/2" IN TURF 2" IN PLANTING AREA FINISH GRADE 24" IN TURF AND PLANTING AREA 12" FROM VERTICAL SURFACES ADJACENT PAVING EDGE OR CURB POP-UP SPRAY HEAD OR ROTOR SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 40 PVC TxT ELL LATERAL LINE PIPING AND FITTING LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC STREET ELL - TYPICAL SCHEDULE 80 PVC NIPPLE - 6" MINIMUM AND 12" MAXIMUM LENGTH LATERAL LINE PIPING AND FITTING SCHEDULE 40 PVC TxT ELL SCHEDULE 80 PVC SHORT NIPPLENOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS. P-YL-23.020-08 TRENCHING N.T.S. SECTION 6" CLR. 6" 6" 6" 12" MIN.

CURB, PAVING FINISH GRADE OR WALL - TYPICAL CLEAN COMPACTED BACKFILL - SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS NATIVE SOIL PRESSURE MAIN LINE PIPING CONTROL WIRES - BUNDLE AND TAPE EVERY 10 LINEAR-FEET - INSTALL ADJACENT TO PRESSURE MAINLINE PIPING FLOW SENSOR SIGNAL CABLE CONDUIT PROVIDE 2" DEPTH OF CLEAN BACKFILL BELOW PIPING - TYPICAL 18" MIN. FOR PIPE SIZE 2-1/2" AND SMALLER 24" MIN. FOR PIPE SIZE 3" AND LARGER NON-PRESSURE LATERAL LINE PIPING PROVIDE 2" DEPTH OF CLEAN BACKFILL BELOW PIPING - TYPICAL P-YL-23.020-09 SLEEVE TRENCHING N.T.S. SECTION PAVING BASE MATERIAL BACKFILL MATERIAL 36" DEPTH FOR CROSSINGS OF ROADWAYS 24" DEPTH FOR PARKING LOT, SIDEWALK OR OTHER HARDSCAPE ELEMENTS LATERAL LINES IN SCHEDULE 40 PVC SLEEVE PRESSURE MAIN LINE IN SCHEDULE 40 PVC SLEEVE CONTROL WIRES IN SCHEDULE 40 PVC SLEEVE FLOW SENSOR SIGNAL CABLE AND CONDUIT NOTES: 1. PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION SPECIFICATIONS. 2. MAIN LINE, LATERAL LINES AND CONTROL WIRES SHALL BE SLEEVED BELOW HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC, 2-TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WIDTH. P-YL-23.020-10 Page 468 of 604 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY REMARKS TREES BRA PPL BRACHYCHITON POPULNEUS KURRAJONG 36"BOX LOW 5 SHRUBS CAL LJN CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL LOW 148 LEU COM LEUCOPHYLLUM FRUTESCENS 'COMPACTA' COMPACT TEXAS SAGE 5 GAL LOW 45 RHA CLA RHAPHIOLEPIS INDICA 'CLARA' CLARA INDIAN HAWTHORN 5 GAL LOW 40 TRA JAS TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL MODERATE 142 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY REMARKS GROUND COVERS CYN CER CYNODON DACTYLON 'BANDERA' BANDERA BERMUDAGRASS SOD HIGH 3,413 SF SOD - BANDERA BERMUDA BIG-ROLL SOD IS 42” X 105’ ANY PLASTIC NETTING TO BE REMOVED PRIOR TO INSTALLATION. AVAILABLE AT WEST COAST TURF (800) 447-1840 FOLLOW WEST COAST TURF SPECIFICATIONS FOR SOD ESTABLISHMENT AND MAINTENANCE. PLANT SCHEDULE L-801 PLANTING PLAN 0 5' 10' 20' Scale: 1" = 10'-0" N LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK (E) TURF Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 EXISTING TREE PROTECT IN PLACE TYP. EXISTING TREE PROTECT IN PLACE TYP. 24" deep root barrier UB 24-2 by DeepRoot or approved equal. Install top of root barrier 1" above finish grade. Root Barrier to extend 10 feet in each direction of tree trunk adjacent to concrete maintenance band. Root Barrier to be used on all trees within 6'-0" of a curb or concrete paving. SYMBOL / KEY DESCRIPTION LINEAR ROOT BARRIER (E) TURF EXISTING TREE PROTECT IN PLACE TYP. 18 Page 469 of 604 L-1000 19 PLANTING DETAILS Landscape Architect: Consultant: Seal: Revisions: UNDERGROUND SERVICE ALERT. DIAL 811 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRYANT RANCH PARK SPORT COURT IMPROVEMENTS Landscape Architecture & Park Planning Costa Mesa Office: 151 Kalmus Drive, Suite M8 Costa Mesa, CA 92626 Phone: (714) 641-1300 Fax: (714) 641-1323 e-mail: [email protected] www.dvolzdesign.com No. INITIALS DESCRIPTIONS ACCEPTED Drawn By : Project No : Owner: Project : Date : Scale : Drawing Title : Drawing No : Checked By : APRIL 18 , 2025 AS SHOWN City of Yorba Linda SHEET OF PCAL T NO. 3883 R R NDSCA LA P A E S ET I R EG DE CHIT CE IA EXP. 02-28-27 NRO ALI C T OF E F TA S DATE SIGNATURE GARY M. VASQUEZ 04-18-25 GP24-002 DATE 27 SHRUB, SEE PLANTING PLAN MULCH PER GENERAL PLANTING NOTES 3" WATER BASIN FINISH GRADE AMENDED BACKFILL PER SOILS REPORT PLANT PIT EXCAVATION SHRUB ROOTBALL NATIVE SUBGRADE REFER TO DETAIL 3, SEE THIS SHEET 1 1/2" = 1'-0" PLANT TABLETS, SEE SPECS FOR QUANTITY PER SHRUB P-RI-329333-03 D D D EDGE OF SIDEWALK, CURB, PAVING OR WALL. 2/3 (D) PLANT MATERIAL PLAN VIEW SPACING NOTE: TRIANGULAR SPACE PLANTS EQUAL DISTANCE (D) FROM EACH OTHER.

REFER TO THE PLANT LEGEND FOR DISTANCE (D). 1 1/2" = 1'-0" P-RI-329333-02 PLAN VIEW PLAN VIEW 1 GALLON 5 GALLON 15 GALLON 24 INCH BOX 30 INCH BOX 36 INCH BOX 48 INCH BOX 12 INCHES 26 INCHES 36 INCHES 48 INCHES 54 INCHES 66 INCHES 84 INCHES 12 INCHES 22 INCHES 24 INCHES 28 INCHES 33 INCHES 44 INCHES 60 INCHES CONTAINER/BOX SIZE "A" WIDTH/DIAMETER DEPTH A A A PLANT PIT TO BE SQUARE, SEE CHART ABOVE FOR THE PLANT PIT DIMENSIONS ROOTBALL PLANT PIT TO BE ROUND, SEE CHART ABOVE FOR THE PLANT PIT DIMENSIONS. ROOTBALL 1" = 1'-0" P-RI-329333-01 1" = 1'-0" 6" 12" EQUAL EQUAL V.I.T - CINCH TIES PREVAILING WIND PLAN LODGEPOLE PINE STAKE 3 INCH DIA.BY 10 FEET LONG TOP OF ROOT BALL TO BE FLUSH TO FINISH GRADE WOOD MULCH FINISH GRADE PLANTING TABLET - PLACE IN TOP 12" OF PLANTING HOLE. SEE SPECIFICATIONS FOR QUANTITY PER TREE AMENDED SOIL FOR PLANTING-REFER TO SOILS REPORT ROOTBALL NATIVE SUBGRADE 12" 12" NOTE: 1. MINIMUM (2) TIES (TOP & BOTTOM) REQUIRED. USE THIRD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. TIES TO BE SECURED TO AVOID SLIPPAGE. WRAP STAKE, TO FORM FIGURE EIGHT. SCREW WITH (1) GALV. SCREW THROUGH EACH TIE INTO POLE. 2. USE CINCH-TIE 24" FOR 15 GALLON SIZE TREES AND CINCH-TIE 32" FOR 24" BOX TREES & LARGER. ATTACH TO TREE STAKE WITH GALVANIZED NAIL REFER TO DETAIL 3, SEE THIS SHEET P-RI-329343-01 1. ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THE PROJECT PLANS AND SPECIFICATIONS; AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ADDITIONALLY, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE LATEST EDITION OF THE APWA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ("GREEN BOOK"), AND THE PROJECT SPECIFICATIONS. WHENEVER SPECIAL REQUIREMENTS CONFLICT ON ANY SUBJECT MATTER, THE PARKS SUPERINTENDENT, OR HIS/HER DESIGNATED REPRESENTATIVE, WILL DETERMINE WHICH SPECIAL REQUIREMENTS AND/OR CODES SHALL GOVERN. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA (DIG ALERT) AT LEAST TWO (2) WORKING DAYS BEFORE DIGGING, EXCAVATING, OR CONSTRUCTION. PHONE 1-800-422-4333 OR 811. 3. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES IN AREA CONFIGURATION OR SIZES, OR IN DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS, OR DIFFERENCES, SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER, OR HIS DESIGNATED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AND SHALL PERFORM SUCH REVISIONS AT HIS OWN EXPENSE. 4. FINISH GRADE ALL PLANTING AREAS TO ACHIEVE A MINIMUM 2% DRAINAGE AND SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE AND DISPOSE OF ALL SURFACE STONES, ROOTS, WEEDS, DEBRIS, FOREIGN MATERIALS, CLODS, AND ROCKS OVER (1) INCH IN DIAMETER SO THAT AFTER CONDITIONING AND PLANTING THE GRADE IS TWO INCHES (2") BELOW ADJACENT HARDSCAPE EXCEPT ALONG CURB CUT AREAS. CONTRACTOR IS TO ENSURE SMOOTH TRANSITION FROM EXISTING TO NEW GRADE. 5. ALL INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE PARKS SUPERINTENDENT, OR HIS/HER DESIGNATED REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST 48 HOURS IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 6. ALL EXISTING LANDSCAPED AREAS DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. RESTORATION OF EXISTING LANDSCAPE AREAS SHALL BE DONE TO THE SATISFACTION OF THE ENGINEER. 7. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PARKS SUPERINTENDENT, OR HIS/HER DESIGNATED REPRESENTATIVE, BEFORE PLANTING. ALL PLANT MATERIAL DELIVERED ON-SITE WILL BE INSPECTED FOR SIZE AND CONDITION OF ROOT GROWTH, INSECTS, INJURIES, AND DEFECTS. PLANTS NOT APPROVED ARE TO BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. THE PARKS SUPERINTENDENT RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. ALL PLANT MATERIAL SHALL HAVE NURSERY TAGS WHEN DELIVERED TO THE SITE. 8. STAKE TREES AS INDICATED PER TREE PLANTING DETAIL. 9. FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE APPROVAL OF THE PARKS SUPERINTENDENT PRIOR TO PLANTING. 10. THE CONTRACTOR IS RESPONSIBLE FOR COUNT VERIFICATION AND IS TO SUPPLY THE QUANTITIES DELINEATED GRAPHICALLY ON PLANS. 11. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER INSPECTION AND ACCEPTANCE OF THE WORK BY THE PARKS SUPERINTENDENT, OR HIS DESIGNATED REPRESENTATIVE. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD SHALL BE FOR A DURATION STATED IN THE SPECIFICATIONS. PLANT ESTABLISHMENT AND MAINTENANCE SHALL BE PERFORMED PER THE PROJECT SPECIFICATIONS. 12. SUPPLEMENTAL HAND WATERING MAY BE REQUIRED DURING THE MAINTENANCE PERIOD TO ESTABLISH PLANT MATERIAL. PLANTING NOTES Page 470 of 604 20 27

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Attachment C
Contract
Services
Agreement

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CONTRACT SERVICES AGREEMENT
Bryant Ranch Park
Sport Court Improvement Project
THIS CONTRACT SERVICES AGREEMENT (“Agreement”) is made and effective this _________ day of ___________, 2025 by and between the CITY OF YORBA LINDA, a California municipal corporation, (“City”) and «Contractor», a «Entity_Type» (“Contractor”). City and Contractor are sometimes hereinafter individually referred to as “Party” and hereinafter collectively referred to as the “Parties”.

City sought, by issuance of a Request for Proposals or Invitation for Bids, for the performance of the services defined and described particularly in this Agreement.

Contractor, following submission of a proposal or bid for the performance of the services defined and described particularly in this Agreement, was selected by City to perform those services. The Parties desire to formalize the selection of Contractor for performance of those services defined and described particularly in this Agreement and desire that the terms of that performance be as particularly defined and described herein.

SECTION 1. SERVICES.

1.1 Scope of Services. Subject to the terms and conditions set forth in this Agreement, Contractor shall provide to City the services described in the Scope of Services, attached hereto as Exhibit A, “Scope of Services” and incorporated herein by this reference (the “Services”). Contractor will perform subsequent task orders as requested by the Contract Administrator (as defined below), in accordance with the Scope of Services. The Scope of Services incorporates Contractor’s scope of work or bid for the Services. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.

1.2 Term of Services. The term of this Agreement shall begin on «Term_of_Contract_Beginning». Unless earlier terminated in accordance with Section 8 of this Agreement, this Agreement shall continue in full force and effect until final written approval and acceptance of the work performed under this Agreement by the Contract Administrator. The time provided to Contractor to complete the Services required by this Agreement shall not affect City’s right to terminate this Agreement, as provided for in Section 8.

1.3 Standard of Performance.
a. Quality of Work. As a material inducement to City entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the Services contemplated herein. Contractor shall at all times faithfully, competently, and to

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the best of its ability, experience, and talent, perform all Services described herein.

Contractor covenants that it shall follow the highest professional standards in performing the Services required hereunder and that all materials will be of good quality, fit for the purpose intended. For purposes of this Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more first-class firms performing similar work under similar circumstances, and to the sole satisfaction of the Contract Administrator.
b. Care of Work. Contractor shall adopt reasonable methods during the term of this Agreement to furnish continuous protection to the Services, and the equipment, materials, papers, documents, plans, studies, and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the Services by City, except such losses or damages as may be caused by City’s own negligence.
c. Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out the Services, Contractor shall at all times be in compliance with all applicable local, state, and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to:
(A) adequate life protection and life saving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. d. Warranty. Contractor warrants all work under this Agreement (which for purposes of this Subsection 1.3 shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship.

Contractor agrees that for a period of one (1) year (or the period of time specified elsewhere in this Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by City of any defect in the work or non-conformance of the work to this Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at Contractor’s sole cost and expense. Contractor shall act sooner as requested by City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the work (or work of other contractors) damaged by Contractor’s defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor’s obligation hereunder to correct defective work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected work. Contractor

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shall perform such tests as City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of this Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers, and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of City, regardless of whether or not such warranties and guarantees have been transferred or assigned to City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of City, City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense.

Contractor shall be obligated to fully reimburse City for any expenses incurred hereunder upon demand.
e. Skilled and Trained Workforce. Contractor, for itself and its subcontractors at every tier, hereby provides an enforceable commitment to comply with California Public Contract Code section 2600 et seq., which requires use of a skilled and trained workforce to perform all work on the agreements that fall within an apprenticeable occupation in the building and construction trades.
f. Inspection and Final Acceptance. The Services shall be performed to the satisfaction of City. City may inspect and accept or reject any of Contractor’s work under this Agreement, during performance and/or when completed. City shall reject or finally accept Contractor’s work within forty five (45) days after submitted to City. City shall accept work by a timely written acceptance, otherwise work shall be deemed to have been rejected. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud, and such gross mistakes as amount to fraud. Acceptance of any work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 4 and Section 5, pertaining to insurance and indemnification, respectively.

1.4 Assignment of Personnel. Contractor shall assign only competent personnel to perform the Services. Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the Services. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the Services, prior to and during any such performance. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Contractor shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.

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1.5 Time. Time is of the essence in the performance of this Agreement.

Contractor shall devote such time to the performance of the Services pursuant to this Agreement as may be reasonably necessary to satisfy Contractor’s obligations hereunder. Contractor shall commence the Services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all Services within the time period(s) established in the Scope of Services. When requested by Contractor, extensions to the time period(s) specified in the Scope of Services may be approved in writing by the Contract Administrator but not shall not exceed one hundred eighty (180) days cumulatively.

1.6 Force Majeure. The time period(s) specified in the Scope of Services for performance of the Services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including City, if Contractor shall within ten (10) days of the commencement of such delay notify the Contract Administrator in writing of the causes of the delay. The Contract Administrator shall ascertain the facts and the extent of delay, and extend the time for performing the Services for the period of the enforced delay when and if in the sole judgment of the Contract Administrator such delay is justified. The Contract Administrator’s determination shall be final and conclusive upon the Parties to this Agreement. In no event shall Contractor be entitled to recover damages against City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of this Agreement pursuant to this Section.

1.7 Suspension of Services. The City Engineer of City (“Engineer”) shall have the authority to suspend the Services, wholly or in part, for such period as the Engineer may deem necessary, due to unsuitable weather or to such other conditions as are considered unfavorable for the suitable prosecution of the Services, or for such time as the Engineer may deem necessary due to the failure on the part of Contractor to carry out orders given or to perform any provisions of the Services. Contractor shall immediately comply with the written order of the Engineer to suspend the Services wholly or in part and shall not resume the Services until ordered to do so in writing by the Engineer. Such suspension shall be without liability to Contractor on the part of City. In the event a suspension of work is ordered because of failure on the part of Contractor to carry out orders given or to perform any provisions of the Services, such suspension of the Services shall not relieve Contractor of responsibility to complete the Services within the time limit set forth herein and shall not be considered cause for extension of the time for completion and, further, such suspension of the Services shall not entitle Contractor to any additional compensation.

1.8 Familiarity with Work and Worksite. By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the Services, (ii) has carefully considered how the Services should be performed, and (iii)