Attachment 2 - Plans and Specifications

Camarillo City Council
June 10, 2026

Document: Attachment 2 - Plans and Specifications
Meeting: June 10, 2026
Body: Camarillo City Council
Pages: 440
Original file: 111.1 MB

Text extracted from the city's file for reading and search. Open the original on camarillo.primegov.com. That file is the official record.

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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 2726
10-13-
2025 Page 1 of 4
SECTION 26 2726 - WIRING DEVICES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 WORK INCLUDED
A. This Section Includes:

1. Wiring devices.

B. Related Work:

1. Section 26 0500, COMMON WORK RESULTS FOR ELECTRICAL.

2. Section 26 0533, RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.

3. Section 26 0519, LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES.

4. Section 26 0526, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS.

1.3 SUBMITTALS
A. Submit in accordance with Section 26 0500, COMMON WORK RESULTS FOR ELECTRICAL.

PART 2 - PRODUCTS

2.1 RECEPTACLES
A. General: All receptacles shall be listed by Underwriters Laboratories, Inc.

1. Mounting straps shall be plated steel, with break-off plaster ears and shall include a selfgrounding feature (this feature does not substitute for a grounding conductor terminated on grounding strap of device). Terminal screws shall be brass, brass plated or a copper alloy metal.

2. Receptacles shall be of a screw terminal type, “pressure type quick wire” terminations are not allowed.

B. Duplex receptacles shall be commercial grade single phase, 20 ampere, 120 volts, 2-pole, 3- wire, and conform to the NEMA 5-20R configuration in NEMA WD 6. The duplex type shall have bussing break-off feature for two-circuit operation. The ungrounded pole of each receptacle shall be provided with a separate terminal.
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 2726
10-13-
2025 Page 2 of 4

1. Wiring device color selection to be provided by Architect. Subcontractor to verify device color with architect prior to procurement.

2. Switched duplex receptacles shall be wired so that only the top receptacle is switched.

The remaining receptacle shall be unswitched.

3. Controlled receptacles; installed per requirements of 2022 BUILDING ENERGY EFFICIENCY STANDARDS / Efficiency Standards, California Code of Regulations, Title 24, Part 6. SECTION 130.5 (d) – ELECTRICAL POWER DISTRIBUTION SYSTEMS as Circuit Controls for 120-Volt Receptacles and / or Controlled Receptacles. Shall be provided with an approved means of including a permanent and durable marking identifying the controlled receptacles or circuits to differentiate them from uncontrolled receptacles or circuits. Where shown on associated floor plans, and or required by the Standards; a duplex noted to be controlled shall be 'split-wire', so the top outlet shall be switched and the bottom outlet shall be unswitched. A double duplex (fourplex) noted to be controlled: one of the duplex receptacles shall be controlled and the other duplex receptacle shall be unswitched.

4. Ground Fault Interrupter Duplex Receptacles: Shall be an integral unit suitable for mounting in a standard outlet box.
a. Ground fault interrupter shall be commercial grade and consist of a differential current transformer, solid state sensing circuitry and a circuit interrupter switch. It shall be rated for operation on a 60 Hz, 120 volt, 20-ampere branch circuit. Device shall meet CEC requirements. Device shall have a minimum nominal tripping time of 1/30th of a second. Devices shall meet UL 943.

C. Receptacles; 20, 30 and 50 ampere, 250 volts: Shall be complete and match with appropriate cord grip plug. Devices shall meet UL 231.

D. Weatherproof Receptacles: Shall consist of a listed weather resistant duplex receptacle, mounted in box with a gasketed, while in use weatherproof, cast metal cover plate and cap receptacle opening. The cap shall be permanently attached to the cover plate by a spring-hinged flap. Approved manufacturers: Intermatic WP10 Series, Thomas & Betts/Red Dot 2CK Series, or engineer approved equal.

2.2 SWITCHES AND DIMMERS
A. Toggle switches Style Line/Decora rocker switches shall be totally enclosed tumbler type with bodies of phenolic compound. Toggle handles color to match receptacle device color unless otherwise specified.

1. Shall be single unit toggle, butt contact, quiet AC type, heavy-duty general-purpose use with an integral self grounding mounting strap with break-off plasters ears and be of a screw terminal type.

2. Shall be color coded for current rating, listed by Underwriters Laboratories, Inc., and meet the requirements of NEMA WD 1, Heavy-Duty and UL 20.

3. Ratings:
a. 120 volt circuits: 20 amperes at 120-277 volts AC.
b. 277 volt circuits: 20 amperes at 277 volts AC.

4. The switches shall be mounted on the strike plate side of doors.

5. Incorporate barriers between switches with multi-gang outlet boxes where required by the CEC.
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 2726
10-13-
2025 Page 3 of 4

6. All toggle switches shall be of the same manufacturer.

2.3 WALL PLATES
A. Wall plates for switches and receptacles shall be nylon or thermos plastic. Selection to be provided by Architect/Owner.

B. Standard NEMA design, so that products of different manufacturers will be interchangeable.

Dimensions for openings in wall plates shall be accordance with NEMA WD1.

C. For receptacles or switches ganged together, wall plates shall be a single ganged plate.

D. Wall plates for data, telephone or other communication outlets shall be as specified in the associated specification.

E. Surface mounted boxes, NEMA1, shall be industrial grade raised galvanized steel covers. In shop areas all receptacles shall be dust proof and or waterproof where applicable.

F. Waterproof device covers shall be cast iron, 4-corner screw type, for FS and FD type mounting.

Device covers shall be zinc galvanized finish. Weatherproof covers shall be lockable.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Installation shall be in accordance with the CEC, NECA “Standard of Installation”, and as shown as on the drawings.

B. Ground terminal of each receptacle shall be bonded to the outlet box with an approved green bonding jumper, and also be connected to the green equipment grounding conductor.

C. General: Devices shall be of the type specified herein. All devices shall be installed with “pigtailed” leads from the outlet box. No device shall be used in the “feed through” application.

Screw terminals shall be used to connect all devices to the circuit and shall be grounded by means of a ground wire where grounding terminals are provided in the device.

D. Installation: Devices and plates shall be installed in a “plumb” condition and must be flush with the finish surface of the wall where boxes are recessed.

E. Mounting heights: All control and convenience devices shall comply with California Code of Regulations Title 24 and ADA with respect to accessibility requirements. Mounting heights indicated on plans shall have precedence.

F. Install switches with the off position down.

G. Clean debris from outlet boxes.
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 2726
10-13-
2025 Page 4 of 4
H. Provide extension rings as required to bring outlet boxes flush with finished surface or casework.

I. Test each receptacle device for proper polarity.

END OF SECTION 26 2726
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 3100
10-13-2025 Page 1 of 16
SECTION 26 3100 - SOLAR PHOTOVOLTAIC SYSTEM
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
A. This Section:

1. Specifies the design, engineering, furnishing, installation, connection, testing, and commissioning of solar energy electrical power generation systems.

B. Related Work:

1. Section 26 0500, COMMON WORK RESULTS FOR ELECTRICAL.

2. Section 26 0519, LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES (600 VOLTS AND BELOW): Cables and wiring.

3. Section 26 0526, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS: Requirements for personnel safety and to provide a low impedance path for possible ground fault currents.

4. Section 26 0533, RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS.

1.03 DESCRIPTION
A. Provide materials, labor, equipment, installation, testing, services and incidentals necessary to install a complete solar PV system and battery energy storage system feeding AC power to the utility grid in accordance with IEEE 1547 and local utility regulations. Moreover, provide design and engineering necessary to obtain all required building permits from the Authority Having Jurisdiction (AHJ) for the solar racking system (deferred submittal shall be the responsibility of the contractor). The PV system and associated battery energy storage system must comply with these specifications, all applicable codes and standards, all construction documents, and all local AHJ’s.

B. Provide a fully integrated grid tied photo-voltaic system complete and suitable for outdoor roof top use, sized as follows:

The minimum required system size is 13.8 kW-DC as required per the California Title 24 2022 Building Energy Efficiency Standards as outlined in the LMCC-PRF-01 forms. The intended system size is as indicated in the construction documents.
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a. 120/208V, 3ph, 4wires is the building service voltage. PV System and associated battery energy storage system (where required) shall interconnect at this voltage. b. Locate inverters as shown on the construction documents. c. PV module string voltage shall not exceed 500VDC.
d. PV system DC voltage drop shall be 3% or less.
e. PV system AC voltage drop shall be 2% or less.

C. It is the intent of these specifications to ensure that the PV systems installed are consistent with and adhere to any and all California Building Codes and standards, the California Energy Commission’s Solar Equipment List, and applicable utility rules and tariffs.

D. The system shall be designed by a licensed electrical engineer and installed by a licensed electrical contractor.

E. Provide all necessary components and accessories for a complete, secure, and operational solar PV system, including:

1. PV modules (framed)

2. Grid-tied inverters

3. Overcurrent protection/combiner boxes (as required).

4. DC and AC balance of systems, including raceways, boxes, gutters, enclosures, grounding, quickconnect electrical connectors, DC wiring and disconnects, AC wiring and disconnects, transformers and AC panelboard/switchboards (as applicable)

5. Mounting/racking system and associated hardware, including structural supports system.

6. Inverter based web monitoring system.

1.04 SUBMITTALS AND SHOP DRAWINGS
A. Submit in accordance with Section 26 0500, COMMON WORK RESULTS FOR ELECTRICAL.

B. Submit detailed information for components of the solar electrical generation system, including for those mentioned in Part 1.03.E. of this specification. This detailed information shall include rated capacities, operating characteristics, electrical characteristics, furnished specialties and accessories, and manufacturer warranty information.

C. Submit certifications two weeks prior to final inspection, including the following:

1. Certification by the manufacturers of all major items of the solar energy electric generation system that the system conforms to the requirements of the drawings and specifications, and that they have jointly coordinated and properly integrated their equipment and controls to provide a complete and functional installation.

2. Certification by the Contractor that the solar energy electric generation system has been properly installed, adjusted, tested, commissioned, and warrantied. Contractor shall -RE1DPH
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make all necessary field measurements and investigations to ensure that the equipment and assemblies meet contract requirements.

D. Submit copies of all applications and documentation provided to the serving utility related to interconnection and net metering required per CPUC Electric Rule 21. In all cases, the serving electric utility may have a requirement for further electrical studies, which may include (but are not limited to) power factor analysis, short circuit protection studies, grid wiring adequacy, or capacities of upstream equipment. If such requirements exist and are required by the serving electric utility and substantially increase interconnection costs or the ability to interconnect the project, the Contractor shall promptly notify the Owner and seek approval from Owner before making any changes to the interconnect application. These additional utility requirements shall be fulfilled by the Contractor at the Owner’s expense.

E. Provide written documentation confirming the utility’s approval of the interconnection of the solar energy electrical power generation system with the utility system. The Contractor shall be responsible for all interconnection coordination during design and construction, including review of any previous interconnect applications, utility company coordination, revisions to interconnect applications as-needed, inspections, permits, and final approval for the complete interconnection of the PV systems with the utility company grid, including bi-directional utility meters at each location. The Contractor shall ensure that the design and construction does not void any tariff grandfathering achieved by the initial interconnect applications submitted with the utility.

1.05 APPLICABLE PUBLICATIONS
A. Publications listed below (including amendments, addenda, revisions, supplements and errata) form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation only.

B. Underwriters Laboratories, Inc. (UL):

1. UL 467 - Standard for Safety Grounding and Bonding Equipment

2. UL 1703 – Standard for Flat-Plate Photovoltaic Modules and Panels

3. UL 1741 - Standard for Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources

4. UL 2703 – Standard for Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for use with Flat-Plate Photovoltaic Modules.

C. Institute of Electrical and Electronics Engineers (IEEE)

1. No. 929-2000 - Recommended Practice for Utility Interface of Photovoltaic (PV) Systems

2. No. 1547-2018 - Interconnection and Interoperability of Distributed Energy Resources with Associated Electric Power Systems Interfaces

3. IEEE Standards Dictionary: Glossary of Terms & Definitions (2009) -RE1DPH
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D. International Electrotechnical Commission (IEC)

1. No. 62446-1 - Photovoltaic (PV) Systems - Requirements for Testing, Documentation and Maintenance - Part 1: Grid Connected Systems - Documentation, Commissioning Tests and Inspection E. ASTM International (ASTM)

1. No. E772-15 - Standard Terminology of Solar Energy Conversion

2. No. E2848-13 - Standard Test Method for Reporting Photovoltaic Non-Concentrator System Performance

3. No. E3010-15 - Standard Practice for Installation, Commissioning, Operation, and Maintenance Process (ICOMP) of Photovoltaic Arrays
F. American National Standards Institute (ANSI)

1. No. C12.1-16 - Electric Meters - Code for Electricity Metering G. National Fire Protection Association (NFPA):

1. No. 70-2022 California Electrical Code (CEC), with State of California Amendments H. National Electrical Manufacturers Association (NEMA):

1. No. 250-14 - Enclosures for Electrical Equipment (1,000 Volts Maximum) I. California Building Code (CBC), with State of California Amendments J. California Energy Commission Title 24 Building Energy Efficiency Requirements

1.06 DELIVERY, STORAGE AND HANDLING
A. Storage of equipment for the job is the responsibility of the Contractor and shall be scheduled for delivery to the site, as the equipment is required. All materials shall be delivered new, undamaged and without defects.

Damage to the equipment delivered to the site or in transport to the job shall be the responsibility of the Contractor.

B. All components shall be new and direct from the respective manufacturer; used or refurbished materials are not permitted.

C. Store solar PV modules in the original packaging according to the manufacturer's guidance and are to remain in packaging until day of installation. If a solar PV module is removed from its packaging, store according to the manufacturer's guidance.

D. All equipment and panels shall be handled with care so as not to damage the delivered products. All equipment shall be installed in new and neat condition.

E. Appropriate protective clothing shall be worn when handling the equipment. -RE1DPH
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F. Where PV systems will be installed on a roof or overhead, all materials stored on the roof shall be distributed so as not to overload the roof at any point. All materials stored on roof shall follow the guidelines of the roofing system manufacturer including protection boards, pallets and/or mats to prevent damage to the roof system and insulation assemblies. All roof top construction, construction related traffic and staging areas shall have protection boards in place to prevent damage to the roofing system and insulation assemblies.

PART 2 - PRODUCTS

2.01 EQUIPMENT AND MATERIALS
A. Only products that are listed, tested, identified, or labeled by UL, FM, ETL, or another Nationally Recognized Testing Laboratory shall be used as components in the project. Non-listed products are only permitted for use as project components when a comparable useable listed component does not exist. Non-listed products proposed for use as components must be identified as such in all submittals.

B. No substitution for contracted equipment shall be made without the written consent of Owner and EOR.

C. Modules:

1. Solar PV module manufacturer, model, and number of modules must match the approved plans or substitutions may be allowed upon approval by the EOR.

2. PV modules must be listed on the California Energy Commission’s Solar Equipment List and meet California SB1 Guidelines for Eligibility.

3. Module manufacturer shall provide a 25-year warranty on the solar modules with at least 80 percent power output guaranteed at 25 years. The solar module manufacturer shall confirm that the warranty applies on an “as installed basis,” i.e., the warranty will confirm the panels were installed according to its requirements and specifications for installation. Moreover, the manufacturer shall have a minimum 10-year product warranty that ensures the products will be free from defects in materials and workmanship. The warranty shall last for ten (10) years from the date of purchase. The glass shall not cloud or discolor; the cable and connector plug shall function. The aluminum frames shall not suffer damage due to freezing.

4. Be the same manufacturer, the same size, the same wattage, and the same model.

5. Have a minimum 25-year design life, designed for normal, unattended operation.

6. UL 1703 listed.

7. UL listed for the specified voltage (typically 1000 V-DC).

8. Meet IEC 61215 (crystalline silicon PV modules) standards.

9. Each PV module shall include bypass diodes installed in the module junction box. -RE1DPH
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10. Manufacturers: Jinko Solar 72-Cell or engineer approved equal.

D. Inverters:

1. Inverter(s) manufacturer, model and quantities shall match as per the approved plans.

2. String-type inverters with integrated AC and DC disconnects (in compliance with applicable codes and utility requirements).

3. Field-tested product line that has been commercially available for no less than 2 fiscal years.

4. Equipped with the following:
a. Integrated DC input disconnect.
b. Surge Protection
c. Ground fault interrupter
d. Data monitoring system
1) System approved by the California Energy Commission that meets applicable state regulations.

5. Comply with the following:
a. UL 1741 listed, inclusive of UL 1741-SA requirements. b. IEEE 1547, including testing to IEEE 1547.1 and IEEE C62.45. c. CPUC Electric Rule 21, California Energy Commission approved and utility line interactive type. Listed on the California Energy Commission’s Solar Equipment List. d. Sized as required to support the PV module production load within the rating of the equipment, together with all other components. Sizing shall not exceed 1.30 DC:AC ratio without approval by Owner and manufacturer.

6. Internal combiner panel option to allow connections of sub-arrays at the Inverter without the use of additional equipment.

7. Manufacturers: Chint Power Systems 208V 3-phase string inverters, or engineer approved equal.

E. System electrical:

1. The modules shall be interconnected using cable assemblies. The pigtails shall be quick-connect electrical wiring connections rated for the application (90-degree rated). DC string connectors for homerun wires and jumpers provide by the Contractor must match the make and model of the connectors supplied with the PV module, or must be UL listed as compatible with the connectors supplied with the PV module.

2. All Balance of Systems (wiring, component, raceways, and connections) must be suited for conditions for which they are to be installed. If selected inverter(s) are not rated NEMA 3R or better and are installed in exterior locations, then they shall be installed in all-weather NEMA 4X enclosures.

3. AC conductors in raceways shall be Type THWN-2 or XHHW-2 for wet and dry locations. AC conductors shall be installed in raceways.
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4. All AC circuits to be 3-wire or 4-wire + ground, as required by inverter manufacturer’s installation manual. All grounding per CEC 690, Part V.

5. DC PV string conductors shall be Type PV or USE-2/RHW-2 marked minimum 1000V and sunlight resistant.

6. All DC circuits and feeders sized to CEC table 310.15(B)(16) (90-degree column). Minimum ampacity shall be 156% of the rated short circuit current available to be carried on the specific conductor. Conduit fill to 40% max. Include temperature derating as required for the ambient temperatures and roof conditions per CEC, and conduit fill derating as required. Provide equipment grounding conductor in each conduit.

7. All DC circuits to be 2-wire + ground.

8. Above ground exposed conduit shall be rigid galvanized steel with threaded fittings except where AHJ and other applicable codes or specifications specifically allow for the use of EMT conduit. All conduit shall meet CEC Code, AHJ Guidelines and any applicable standards. Exterior installations shall have watertight fittings. All conduit shall be rated for exposed installation and a minimum design life equivalent to the solar panels. Paint all visible exposed raceways and boxes mounted on the side of buildings to match adjacent surface finish after installation. Colors to be selected and approved by the Owner.

9. All roof and exterior mounted raceways shall be designed and installed to accommodate expansion and contraction due to heating affects, including adequate cable length and listed expansion couplings. All expansion couplings or installations shall include grounding bonding jumpers as required by code.

10. All interior conduit to be EMT with steel set-screw fittings (no cast fittings).

11. Raceway system shall be installed in a manner that prevents water from draining into electrical equipment.

12. The PV system shall be designed to automatically drop offline when normal utility power is lost to avoid unintentional islanding effects as required by the local utility.

13. All electrical system equipment shall be properly rated to withstand and interrupt (in the case of over current protection devices) the available fault current at the point of use

14. All required overcurrent protection and electrical bussing sizes per CEC 690.

15. Means of system grounding to be approved by professional Electrical Engineer of record and GFCI protection shall be in accordance with CEC requirements.

16. Provide arc-fault protection where applicable per CEC 690.11.

17. Add Rapid shut-down capability (as applicable) in compliance with CEC 690.12 requirements (Rapid Shutdown of PV Systems on Buildings).
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18. Outdoor grounding connections between dissimilar metals (such as aluminum lugs and copper wire) will be protected against galvanic corrosion by the application of outdoor-rated deox or conductive joint compound between the interfacing metal surfaces.

2.02 WIRE MANAGEMENT
A. All wiring methods must meet or exceed current industry standards for wire management, strain relief and fastening.

B. All DC string wire management shall use stainless steel or galvanized steel cable clips, Heyco or similar. UV rated cable ties shall be used minimally and only in locations where the use of cable clips is impossible.

C. Wiring shall not be routed over sharp edges of structural members, equipment or modules.

D. Wiring shall be routed under the modules of the array wherever possible to avoid direct exposure to the sun or elements.

E. Wiring shall be secured under the array so as to prevent excessive slack resulting in wire motion, and to minimize visibility of inter-module and home run wiring to the public.

F. Excess slack in the wire shall be secured such that it is in the module channel or secured to the junction box of the module. Factory-installed wire leads for modules can be wrapped around the junction box of the module.

G. Where exposed, wires, cables and conductors shall be managed in a neat and orderly manner. Where exposed to environmental conditions (e.g., sunlight, rain, wind, etc.) and visible from below, wires shall be fastened in a uniform and discrete fashion.

H. Strain relief and drip loops shall be utilized at all entrances to and from conduit bodies, junction boxes, weather heads, switchgear, inverters and panelboards etc. Conductors shall be strapped with strain relief as not to stress panel leads, home runs or mechanically crimped connections within the array. Sufficient slack shall be provided at both ends of cables to allow service and re-termination, and to prevent thermal expansion and contraction from stressing connections.

I. Conductor Color Codes

1. AC Circuits (<600V): Conductors must be color-coded by phase and voltage as required by CEC, the AHJ, and the utility.

2. DC Circuits, grounded: Positive-Red, Negative-White

3. DC Circuits, ungrounded: Positive-Red, Negative-Black

4. For phase and neutral conductors 6 gauge or larger, permanent thermoplastic-colored tape may be furnished to mark conductor end instead of coded insulation. Tape shall cover not less than 2 inches of conductor insulation within enclosure.

J. Conductor Identification

1. All conductors, including DC homerun circuits, shall be labeled at each point the conduit run is broken by a cabinet, box, gutter, etc. Where terminal ends are available, identification shall be by means of heat shrink wire markers.

2. Labels shall indicate circuit or string and phase in accordance with the project drawings. -RE1DPH
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K. Tape and Splice Kits

1. Wire splice kits shall be UL listed for their manner of use, such as direct burial or wet operation.

Splices, joints, and connectors joining conductors in dry and wet locations shall be covered with listed insulation approved by the manufacturer for use with the splice, or as contained in the listed splice kit.

Free ends of conductors connected to energized sources shall be taped.

2. Thermoplastic insulating material approved by UL, NRTL, or equal for installation as sole insulation of splices shall be furnished and shall be installed according to manufacturer's printed specifications.

Standard electrical tape shall not be the sole insulation material for splices unless explicitly listed for use in the application and meeting the temperature rating of the insulation requirements for the splicing connection.

L. Terminations

1. Terminations of conductors shall be performed to the requirements and recommendations listed within the manufacturer manuals of the termination hardware and equipment where the termination shall occur.

2. Conductors shall be terminated with minimal exposure of the bare conductor.

3. Conductors cannot exceed the size and quantity restrictions of the lug. Contractor to verify equipment lugs supplied will accept the size and quantity of conductors shown in the project drawings.

4. Full engagement of the conductor within the lug must be maintained.

5. Provide necessary coating of anti-oxidation coating on all exposed conductor ends entering the lug.

6. Where mechanical connectors are used, torque all set-screws to manufacturer specifications with a calibrated torque wrench and indicate with torque marks. Torqueing electrical connectors "hand tight" is not allowed.

7. Where compression connectors are used, they must be installed with compression tools and dies approved by the manufacturer for use with the connector.

8. Ensure the final portion of the conductor before entering the termination is not part of a conductor bend (straight on entry).

9. Terminations of aluminum conductors cannot be made within 18 inches of earth/grade.

10. Termination fittings, connectors, and lugs must be rated and listed for the conductor metal type connected.

2.03 STRUCTURAL MOUNTING SYSTEMS AND GROUNDING
A. The system shall be installed as part of a structural support system designed for the application and approved by the AHJ.

B. Deviations from AHJ-approved construction drawings shall be documented with structural calculations and construction details; these engineering documents shall be submitted for AHJ approval prior to commencing any work.

C. Mounting system design needs to meet applicable local building code requirements with respect to snow, wind, and earthquake factors. The photovoltaic array shall be designed to accommodate lateral displacement in the event of an earthquake based on a nonlinear response-history seismic analysis for the appropriate seismic zone.

PV arrays shall be seismically restrained from falling off the roof or excessive movement on the roof. Panels shall be installed
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to resist sliding and pop-up resulting from lateral and vertical seismic forces and displacements per CBC.

D. All PV hardware components shall be either stainless steel or aluminum. PV structural components shall be corrosion resistant (galvanized steel, stainless steel, composites, or aluminum). Array mounting hardware shall be compatible with the site considerations and environment. Special attention shall be paid to minimizing the risk from exposed fasteners, sharp edges, and potential damage to the modules or support structures, corrosion resistance, and durability of the mechanical hardware. The use of stainless-steel fasteners and aluminum support structures are required. The use of wood is not acceptable.

E. All equipment shall be from a manufacturer specializing in production of roof attachment products and racking materials of the type specified with a minimum of 5 years documented experience. All items of a given type shall be the products of the same manufacturer.

F. The installation of solar systems on roofs shall adhere to the California State Fire Marshal Solar Photovoltaic Installation Guideline and California Fire Code requirements.

G. Flat and low slope roofs:

1. Design shall minimize interrow shading.

2. Panel tilt shall be a minimum of 5 degrees.

H. Roof attachments shall be installed per manufacturer’s requirements and attached to the roof structure per structural requirements and as otherwise described in the construction documents. Copies of the manufacturer’s mounting details and instructions shall be presented to the AHJ prior to installation. Moreover, attachments must be constructed in collaboration with the roofing manufacturer responsible for the roof and roofing material warranty to ensure that the roof warranty is not invalidated by the installation of the PV system.

I. Roof attachments shall be made with an approved sealant. Coordinate with Architect for roof penetration sealing requirements.

J. Conduit and roof penetrations shall be minimized where possible.

K. System layout shall meet local fire department, code and ordinance requirements for roof access.

L. End caps shall be provided on all structural tubing.

M. Racking grounding shall be achieved by either:

1. UL 2703 listed module mounting and grounding clamps and devices.

2. Direct bolting of the module to the canopy/racking steel structural purlins and UL listed PV module grounding devices.

N. If PV modules are mounted to a racking system with module mounting clamps, the clamps must be approved for this purpose by their manufacturer as part of a UL 2703 listed assembly. Clamps shall be listed for PV module grounding to galvanized steel substrate, and their -RE1DPH
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installation shall comply with the clamp installation manual and the PV module installation manual.

O. All PV modules shall be bonded to each other and to the racking system or canopy galvanized steel structural purlins with listed PV module grounding devices and equipment grounding conductors. For a racking system, provide bonding straps between induvial rails joining to form a multi-piece railing system. Moreover, an equipment grounding conductor shall ground the PV array to the PV inverter ground bar, and a grounding electrode conductor shall ground the PV inverter to the canopy grounding electrode and grounding system.

P. Where PV modules and metallic parts of the racking system are grounded and bonded, contact between dissimilar metals such as copper and galvanized steel shall be avoided. Where contact cannot be avoided, outdoor-rated deox or conductive joint compound shall be applied between the interfacing metal surfaces.

Q. Manufacturers: Ironridge, or other flush mount racking, engineer approved equal system.

2.04 INVERTER WEB MONITORING
A. Provide web monitoring module (with mobile device application capability) for each inverter (if multiple inverters are provided): factory installed module, detailed power data, energy output graphs for hourly, daily, weekly and monthly graphs of voltage vs. power output, data available for each inverter and the total system, energy output can be exported in spreadsheet format, online help.

B. The system monitoring capabilities shall, at a minimum, provide the following information in compliance with 2022 California Building Energy Efficiency Standards Reference Joint Appendix JA11.5.

1. The nominal kW rating of the PV system.

2. Number of PV modules and the nominal watt rating of each module.

3. Hourly (or 15-minute interval), daily, monthly, and annual kWh production in numeric and graphic formats.

4. Running total of daily kWh production.

5. Daily kW peak power production.

6. Current kW production of the entire PV system.

2.05 EQUIPMENT REQUIREMENTS
A. PV inverter warranty shall be minimum of 10 years.

B. PV system module workmanship warranty shall be a minimum of 10 years.

C. PV module performance warranty for 80% output shall be a minimum of 25 years. -RE1DPH
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D. PV inverter and modules shall be from Tier I only manufacturers.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Install all equipment and all required wiring for a complete and operational system. Follow manufacturer's guidelines for the installation of the array components, including mounting hardware and PV modules. Provide required conductor terminations to devices for a complete system to function as specified and indicated.

Complete installation must comply with all local building codes, manufacturer's instructions, and applicable industry standards.

B. All systems must be installed in accordance with all applicable requirements of local electrical codes and the National Electrical Code (NEC), including but not limited to Article 690, “Solar Photovoltaic (PV) Systems” and Article 705 – “Interconnected Electrical Power Production Sources”.

C. Prior to system start-up, ensure no copper wire remains exposed with the exception of grounding wire as allowed in certain circumstances per manufacturer’s instructions.

D. In seismic areas, systems shall be adequately anchored and braced per details on structural contract documents to withstand seismic forces at the locations where installed.

E. Wiring Installation: Workers shall be made aware that photovoltaic modules will be live and generating electricity when there is any ambient light source and shall take appropriate precautions. Utilize on-site measurements in conjunction with engineering designs to accurately cut wires and layout before making permanent connections. Locate wires out of the way of windows, doors, openings, and other hazards. Ensure wires are free of snags and sharp edges that have the potential to compromise the wire insulation. All cabling shall be mechanically fastened. If the system is roof-mounted it shall have direct current ground fault protection according to CEC. Ensure breakers in combiner box are in the off position (or fuses removed) during combiner box wiring.

F. Rack-Mounted Photovoltaic Installations: Rack-mounted photovoltaic modules shall be installed in accordance with the manufacturer’s installation instructions.

G. Provide safety signage per CEC.

1. All placards shall be machine generated phenolic type with red background and white lettering, affixed to equipment with stainless steel screws or with permanent adhesive where set screws are not feasible.

Minimum lettering size to be 1/4" unless otherwise noted or required for legibility.

2. In addition to CEC required signage, provide utility-required system directory placard and utility safety switch identification placard as required by local utility company, to identify all system components.

H. Utility Interconnection:

1. The Contractor shall complete the submissions for the utility interconnection agreement with the Owner’s approval. The Contractor shall submit the required authorization form with the utility to act on behalf of the Owner.
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2. The PV system at each Site shall not be interconnected with the Utility’s distribution facilities until written authorization from the Utility Company has been obtained. Unauthorized interconnections may result in injury to persons and damage to equipment or property for which the installing contractor may be liable.

3.02 TESTING
A. Photovoltaic modules and battery modules shall be tested in the factory for design performance and results shall be included in the Operation and Maintenance manuals.

B. Inverters shall be factory tested for performance and the results shall be included in the Operation and Maintenance manuals.

C. System testing of the installed photovoltaic array and BESS shall be performed on all system strings and recorded in commissioning documentation and the Operation and Maintenance manuals.

D. Commissioning of PV Systems shall adhere to IEC 62446-1 requirements and shall include the following at a minimum:

1. Conductors
a. AC & DC conductor inspection / megger. Insulation resistance and DC hi-pot testing of each AC and DC conductor, phase-to-phase and phase-to-ground. b. Wire management check
c. DC string polarity, Voc & Isc testing and recording
d. Confirm all conduits & junction boxes are installed properly/watertight

2. Inspection of DC fusing and disconnects

3. Inspection of AC components: AC Disconnect, Main Switch Board, AC Combiner Panel Boards, Breakers, Fuses, Terminations, Phasing, OCPD operation, etc.

4. Grounding & bonding system inspection and continuity testing

5. Inverters
a. Inverter inspections and tests per manufacturer instructions b. Inverter start-up and confirm proper inverter settings c. Inverter output tests - Confirm PV system AC output as expected based on design, insolation and inverter readings

6. IV Curve Trace, Performance testing and recording

7. Thermal Imaging
a. Check all electrical components while systems are energized b. Spot check, Modules, Inverters, Disconnects, AC system, etc.

8. Torque spot check on mechanical and electrical terminations

9. Inspection of corrosion control measures

10. Confirm signage and placards meet plans

11. Workmanship evaluation

12. Confirm web-based monitoring interface operations

13. Commissioning of any other major electrical infrastructure installed on the project per manufacturer requirements
E. Testing to be performed per CPUC Electric Rule 21 testing procedures and requirements. All testing to be done on “no-cloud” days to avoid system fluctuation by passing clouds. Contractor to provide all testing and certification / commissioning.
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F. System start-up procedure shall be as outlined by the Manufacturer’s Installation Manual(s).

G. Clean all equipment and PV modules prior to system start-up. PV modules shall be brush-cleaned with soap and water, and thoroughly rinsed.

H. The local enforcement agency shall verify that all Certificate of Installations are valid for the solar systems. The programmed control strategy at system final inspection and commissioning shall be the strategy that was used in the Certificate of Compliance.

3.03 OPERATION AND MAINTENANCE
A. As part of the acceptance of the solar PV system, the contractor shall demonstrate satisfactory operation of the system. Provide a hard copy of the complete operations manuals and instruction on how to operate and shut down the solar PV system. The document shall include at a minimum the following:

1. System description and overview

2. Simplified site plan that shows array naming convention, inverter locations, and disconnects

3. Safety Details, including shut down procedures

4. Contact information for the system installer and maintenance personnel

5. Monitoring system login and operation details

6. Standard procedures for both Owner and O&M personnel

7. Maintenance information, including schedules and responsibilities for ongoing maintenance

8. Troubleshooting and repair, including responses to typical issues and responsible parties

9. Summary table with the following details for each site: Site, System Size, Permission-to-Operate (PTO), Commercial Operation Date (COD), Final Completion Date, AHJ Closeout Date

10. Any other information that may be required for the Owner to easily and safely interact with, confirm performance, troubleshoot, maintain and/or service the materials and equipment installed under this Contract.

11. O&M Attachments shall include:
a. Permission-to-Operate (PTO) notice and any other pertinent Utility documentation b. As-built Record Drawings, provided as separate document from the fully compiled O&M Manual. The updated as-built drawings shall also include the following details:
1) DC string maps with corresponding inverter nomenclature (ID), locations, serial numbers, azimuth, and tilt.
c. Material List - Complete material list of all items furnished and installed, including but not limited to the following: PV Modules, inverters, wiring, combiner boxes, panelboards, switch gear, optimizers, disconnects, boxes, metering and DAS equipment. d. All warranties, cut sheets, and manuals for major equipment. e. System testing and commissioning documentation.

B. Contractor shall provide two (2) two-hour trainings for owner’s personnel that will service equipment. -RE1DPH
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 3100
10-13-2025 Page 15 of 16

3.04 FINAL ACCEPTANCE
A. The acceptance of the solar PV system occurs only after all deficiencies identified by the performance tests and commissioning report are corrected and the system operates successfully during a 30-day initial testing period.

B. The Owner must sign appropriate certificates, if equipment and systems are operating satisfactorily in accordance with the specifications, stating the system's operation has been tested and accepted at the end of the final start-up and testing.

END OF SECTION 26 3100
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Job Name: Arneill Road Mixed Use Affordable Housing
Job Number: 1081-03-HS24 Section 26 3100
10-13-2025 Page 16 of 16
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 1000
31 1000 Site Clearing
01-20-2026 Page 1 of 4
Section 31 1000
Site Clearing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Clearing and protection of vegetation.

B. Removal of existing debris.

C. Removal of existing concrete as shown on the plans.

D. Removal of existing utilities as shown on plans.

1.02 RELATED REQUIREMENTS
A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

C. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products.

D. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.

E. Section 31 2200 - Grading: Topsoil removal.

F. Section 31 2323 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations.

G. Section 31 2323 - Fill: Filling holes, pits, and excavations generated as a result of removal operations.

1.03 SUBMITTALS
A. See Section 01 3300 - Administrative Requirements, for submittal procedures.

B. Site Plan: Showing:

1. Areas for temporary construction and field offices.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 1000
31 1000 Site Clearing
01-20-2026 Page 2 of 4
PART 3 EXECUTION

2.01 SITE CLEARING
A. Comply with other requirements specified in Section 01 7000.

B. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

2.02 EXISTING UTILITIES AND BUILT ELEMENTS
A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Protect existing structures and other elements that are not to be removed.

2.03 VEGETATION
A. Scope: Remove trees, shrubs, brush, and stumps in areas to be covered by building structure, paving, playing fields, lawns, and planting beds as shown in plans.

B. Do not remove or damage vegetation beyond the limits indicated on drawings.

C. In areas where vegetation must be removed but no construction will occur other than pervious paving, remove vegetation with minimum disturbance of the subsoil.

1. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated. a. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses.
b. Trees: Sell if marketable; if not, treat as specified for other vegetation removed; remove stumps and roots to depth of 24 inches.
c. Fill holes left by removal of stumps and roots, using suitable fill material, with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians.

2. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to Owner.

2.04 DEBRIS
A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

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Job Number: 1081-03-HS24 Section 31 1000
31 1000 Site Clearing
01-20-2026 Page 3 of 4
C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION 31 1000
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 1000
31 1000 Site Clearing
01-20-2026 Page 4 of 4
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2200
31 2200 Grading
01-20-2026 Page 1 of 4
Section 31 2200
Grading
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Removal of topsoil as specified by the Geotech.

B. Rough grading the site for site structures, paving, and landscaped areas to accommodate the improvements shown in the approved plans.

C. Finish grading.

1.02 RELATED REQUIREMENTS
A. Section 31 1000 - Site Clearing.

B. Section 31 2316 - Excavation.

C. Section 31 2316.13 - Trenching: Trenching and backfilling for utilities.

D. Section 31 2323 - Fill: Filling and compaction.

E. Section 32 9300 - Plants: Topsoil in beds and pits.

1.03 SUBMITTALS
A. See Section 01 33 00 Submittals
B. Project Record Documents: Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients.

1.04 QUALITY ASSURANCE
A. Perform Work in accordance with City of Camarillo, Public Works Department standards.

PART 2 PRODUCTS

2.01 MATERIALS
A. Topsoil: See Section 31 23 23.

1. Graded.

2. Free of roots, rocks larger than 1/2 inch, subsoil, debris, large weeds and foreign matter.

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Job Number: 1081-03-HS24 Section 31 2200
31 2200 Grading
01-20-2026 Page 2 of 4
B. Other Fill Materials: See Section 31 2323.

C. Fill material shall meet the City's standard specification and the recommendations listed in the Geotech report
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that survey bench mark and intended elevations for the Work are as indicated.

B. Verify the absence of standing or ponding water.

3.02 PREPARATION
A. Identify required lines, levels, contours, and datum.

B. Stake and flag locations of known utilities.

C. Locate, identify, and protect from damage above- and below-grade utilities to remain.

D. Notify utility company to remove and relocate utilities.

E. Provide temporary means and methods to remove all standing or ponding water from areas prior to grading.

F. Protect site features to remain, including but not limited to bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs, from damage by grading equipment and vehicular traffic.

3.03 ROUGH GRADING
A. Remove topsoil from areas to be further excavated, re-landscaped, or re-graded, without mixing with foreign materials.

B. Do not remove topsoil when wet.

C. Remove subsoil from areas to be further excavated, re-landscaped, or re-graded.

D. Do not remove wet subsoil , unless it is subsequently processed to obtain optimum moisture content.

E. When excavating through roots, perform work by hand and cut roots with sharp axe.

F. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill.

G. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack surface water control.

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Job Number: 1081-03-HS24 Section 31 2200
31 2200 Grading
01-20-2026 Page 3 of 4

3.04 SOIL REMOVAL
A. Stockpiles: Use areas designated on site; pile depth not to exceed 6 feet; protect from erosion.

B. Remove all excess topsoil from the site at an approved offsite location.

3.05 FINISH GRADING
A. Before Finish Grading:

1. Verify building and trench backfilling have been inspected.

2. Verify subgrade has been contoured and compacted.

B. Remove debris, roots, branches, stones, in excess of 1/2 inch in size. Remove soil contaminated with petroleum products.

C. Where topsoil is to be placed, scarify surface to depth of 12 inches.

D. In areas where vehicles or equipment have compacted soil, scarify surface to depth of 12 inches.

E. Place topsoil in areas indicated.

F. Place topsoil where required to level finish grade.

G. Place topsoil to thickness as indicated.

H. Place topsoil during dry weather.

I. Remove roots, weeds, rocks, and foreign material while spreading.

J. Near plants spread topsoil manually to prevent damage.

K. Fine grade topsoil to eliminate uneven areas and low spots. Maintain profiles and contour of subgrade.

L. Lightly compact placed topsoil.

M. Maintain stability of topsoil during inclement weather. Replace topsoil in areas where surface water has eroded thickness below specifications.

3.06 TOLERANCES
A. Top Surface of Subgrade: Plus or minus 0.10 foot (1-3/16 inches) from required elevation.

B. Top Surface of Finish Grade: Plus or minus 0.04 foot (1/2 inch).

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Job Number: 1081-03-HS24 Section 31 2200
31 2200 Grading
01-20-2026 Page 4 of 4

3.07 REPAIR AND RESTORATION
A. Existing Facilities, Utilities, and Site Features to Remain: If damaged due to this work, repair or replace to original condition.

3.08 FIELD QUALITY CONTROL
A. See Section 31 2323 for compaction density testing.

3.09 CLEANING
A. Remove unused stockpiled topsoil and subsoil. Grade stockpile area to prevent standing water.

B. Leave site clean and raked, ready to receive landscaping.

END OF SECTION 31 2200
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 1 of 8
Section 31 2301
Storm Water Pollution Prevention
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Provide, implement and maintain Temporary BMP's as shown on the Erosion Control Plan in the drawings.

B. Prevention of erosion due to construction activities.

C. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

D. Restoration of areas eroded due to insufficient preventive measures.

E. Compensation of Owner for fines levied by authorities having jurisdiction due to noncompliance by Contractor.

1.02 RELATED REQUIREMENTS
A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

B. Section 31 2200 - Grading: Temporary and permanent grade changes for erosion control.

C. Section 31 3700 - Riprap: Temporary and permanent stabilization using riprap.

D. Section 32 1123 - Aggregate Base Courses: Temporary and permanent roadways.

E. Section 03 3000 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings.

1.03 REFERENCE STANDARDS
A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007.

B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009).

C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011.

D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 2 of 8
E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012.

F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009).

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition.

1.04 PERFORMANCE REQUIREMENTS
A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2022-0057-DWQ Construction General Permit (CGP) and it's amendments.

B. Also comply with all more stringent requirements of State of California Erosion and Sedimentation Control Manual.

C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 3 of 8
H. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

J. Open Water: Prevent standing water that could become stagnant.

K. Maintenance:

1. Maintain temporary preventive measures until permanent measures have been established.

2. Address any issues or deficiencies identified during the QSP's site inspections in a timely manner.

1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

PART 2 PRODUCTS

2.01 MATERIALS
A. Mulch: Use one of the following:

1. Straw or hay.

2. Wood waste, chips, or bark.

3. Erosion control matting or netting.

B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure.

4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 4 of 8

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632.

6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

D. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot.

2. Softwood, 4 by 4 inches in cross section.

3. Hardwood, 2 by 2 inches in cross section.

E. Fiber Rolls: 12" Diameter wheat, encased in jute netting, or an approved equal.

F. Gravel: See Section 32 1123 for aggregate.

G. Riprap: See plans for riprap detail.

PART 3 EXECUTION

3.01 EXAMINATION
A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION
A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES
A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Construction Entrances: Traffic-bearing aggregate surface.

1. Width: As required; 10 feet, minimum.

2. Length: 25 feet, minimum.

3. Provide at each construction entrance from public right-of-way.

4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin.

C. Linear Sediment Barriers: Made of silt fences or straw wattles.

1. Provide linear sediment barriers:
a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes.
c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart.

D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 5 of 8

1. Gravel bags oriented to filter sediments from the direction of flows.

2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures.

E. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay.

F. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required.

G. Good housekeeping procedures as required by the General Permit.

H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit.

I. Concrete waste cleanout measures as required by the General Permit.

J. Maintenance of Best Management Practices as required by the General Permit.

3.04 INSTALLATION
A. Traffic-Bearing Aggregate Surface:

1. Excavate minimum of 6 inches.

2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.

3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone.

B. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873.

2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.

5. Install with top of fabric at nominal height and embedment as specified.

6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

7. Fasten fabric to wood posts using one of the following:
a. Four 3/4 inch diameter, 1 inch long, 14 gage nails.
b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs.

8. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 6 of 8

9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

C. Straw Wattles:

1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill.

2. Install bales so that bindings are not in contact with the ground.

3. Embed bales at least 4 inches in the ground.

4. Anchor bales with at least four stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together.

5. Fill gaps between ends of bales with loose straw wedged tightly.

6. Place soil excavated for trench against bales on the upslope side of the row, compacted.

7. Install Straw Wattles per Manufacturer's recommendation.

D. Mulching Over Small and Medium Areas:

1. Dry Straw and Hay: Apply 4 to 6 inches depth.

2. Wood Waste: Apply 2 to 3inches depth.

3. Erosion Control Matting: Comply with manufacturer's instructions.

E. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

3.05 MAINTENANCE
A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces

0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
01-20-2026 Page 7 of 8
D. Straw Wattles:

1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed.

2. Remove silt deposits that exceed one-half of the height of the bales.

3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

E. Clean out temporary sediment control structures weekly and relocate soil on site.

F. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP
A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect
B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

END OF SECTION 31 2301
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2301
31 2301 Storm Water Pollution Prevention
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316
31 2316 Excavation
01-20-2026 Page 1 of 4
Section 31 2316
Excavation
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Excavating for building volume below grade, footings, slabs-on-grade, paving, site structures, and utilities within the building.

B. Trenching for utilities outside the building to utility main connections.

C. Temporary excavation support and protection systems.

1.02 RELATED REQUIREMENTS
A. Document Engineering Geology and Geotechnical Engineering Report by Earth Systems Pacific revised November 6, 2024: Geotechnical report; bore hole locations and findings of subsurface materials.

B. Section 31 1000 - Site Clearing: Vegetation and existing debris removal.

C. Section 31 2200 - Grading: Grading / Soil removal from surface of site.

D. Section 31 2200 - Grading: Grading.

E. Section 31 2316.13 - Trenching: Excavating for utility trenches outside the building to utility main connections.

F. Section 31 2323 - Fill: Fill materials, backfilling, and compacting.

PART 3 EXECUTION

2.01 EXAMINATION
A. Verify that survey bench mark and intended elevations for the work are as indicated.

B. Determine the prevailing groundwater level prior to excavation. If the proposed excavation extends less than 1 foot into the prevailing groundwater, control groundwater intrusion with perimeter drains routed to sump pumps, or as directed by Architect. If the proposed excavation extends more than 1 foot into the prevailing groundwater, control groundwater intrusion with a comprehensive dewatering procedures, or as directed by Geotechnical Engineer.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316
31 2316 Excavation
01-20-2026 Page 2 of 4

2.02 PREPARATION
A. Identify required lines, levels, contours, and datum locations.

B. See Section 31 1000 for clearing, grubbing, and removal of existing debris.

C. See Section 31 2200 for topsoil removal.

D. Locate, identify, and protect utilities that remain and protect from damage.

E. Notify utility company to remove and relocate utilities.

F. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.

G. Grade top perimeter of excavation to prevent surface water from draining into excavation.

Provide temporary means and methods, as required, to maintain surface water diversion until no longer needed, or as directed by Architect.

H. Refer to Engineering Geology and Geotechnical Engineering Report by Earth Systems Pacific revised November 6, 2024.

2.03 EXCAVATING
A. Excavate to accommodate new structures and construction operations.

1. Excavate to the specified elevations as required by the geotech.

2. Excavate to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work.

3. Cut utility trenches wide enough to allow inspection of installed utilities.

B. Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.

C. Do not interfere with 45 degree bearing splay of foundations.

D. Provide temporary means and methods, as required, to remove all water from excavations until directed by Architect or the City. Remove and replace soils deemed suitable by classification and which are excessively moist due to lack of dewatering or surface water control.

2.04 SUBGRADE PREPARATION
A. See Section 31 2323 for subgrade preparation at general excavations.

2.05 FILLING AND BACKFILLING
A. Do not fill or backfill until all debris, water, unsatisfactory soil materials, obstructions, and deleterious materials have been removed from excavation.

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Job Number: 1081-03-HS24 Section 31 2316
31 2316 Excavation
01-20-2026 Page 3 of 4
B. See Section 31 2323 for fill, backfill, and compaction requirements at general excavations.

C. See Section 31 2200 for rough and final grading and topsoil replacement requirements.

2.06 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection and testing.

B. Provide for visual inspection of load-bearing excavated surfaces by Landscape Architect before placement of foundations.

2.07 CLEANING
A. Stockpile excavated material to be re-used in area designated on site in accordance with Section 31 2200.

B. Remove excavated material that is unsuitable for re-use from site.

C. Remove excess excavated material from site.

2.08 PROTECTION
A. Divert surface flow from rains or water discharges from the excavation.

B. Prevent displacement of banks and keep loose soil from falling into excavation; maintain soil stability.

C. Protect open excavations from rainfall, runoff, freezing groundwater, or excessive drying so as to maintain foundation subgrade in satisfactory, undisturbed condition.

D. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing.

E. Keep excavations free of standing water and completely free of water during concrete placement.

END OF SECTION 31 2316
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316
31 2316 Excavation
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 1 of 6
Section 31 2316.13
Trenching
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Backfilling and compacting for utilities outside the building to utility main connections.

1.02 RELATED REQUIREMENTS
A. Document Engineering Geology and Geotechnical Engineering Report by Earth Systems Pacific revised November 6, 2024: Geotechnical report; bore hole locations and findings of subsurface materials.

B. Section 31 2200 - Grading: Site grading.

C. Section 31 2316 - Excavation: Building and foundation excavating.

D. Section 31 2323 - Fill: Backfilling at building and foundations.

1.03 DEFINITIONS
A. Finish Grade Elevations: Indicated on drawings.

1.04 REFERENCE STANDARDS
A. AASHTO T 180 - Standard Method of Test for Moisture-Density Relations of Soils Using a

4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop; 2025.

B. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019.

C. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2012.

D. ASTM D1556/D1556M - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method; 2024.

E. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN m/m3)); 2012.

F. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2008.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 2 of 6
G. ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2017 (Reapproved 2025).

H. ASTM D6938 - Standard Test Method for In-Place Density and Water Content of Soil and SoilAggregate by Nuclear Methods (Shallow Depth); 2010.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Materials Sources: Submit name of imported materials source.

C. Compaction Density Test Reports.

1.06 DELIVERY, STORAGE, AND HANDLING
A. When necessary, store materials on site in advance of need.

B. Prevent contamination.

C. Protect stockpiles from erosion and deterioration of materials.

PART 2 PRODUCTS

2.01 FILL MATERIALS
A. In accordance with Section 31 2323 Fill
B. Per Camarillo Department of Public Works Specifications C. Per recommendations listed in the project Geotech Report D. General Fill: Subsoil excavated on-site.

1. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris.

2. Complying with ASTM D2487 Group Symbol CL.

E. Sand: Natural river or bank sand; washed; free of silt, clay, loam, friable or soluble materials, and organic matter.

1. Graded in accordance with ASTM C136/C136M; within the following limits:
a. No. 14 sieve: 10 to 100 percent passing.
b. No. 50 sieve: 5 to 90 percent passing.
c. No. 100 sieve: 4 to 30 percent passing.
d. No. 200 sieve: 0 percent passing.

F. Topsoil: See Section 31 2200.

G. Cohesionless Material Used for Structural Backfill: Provide sand free from organic material and other foreign matter, and as approved by the geotechnical engineer.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 3 of 6
H. Backfill shall comply with City of Camarillo Specifications and Standards

2.02 SOURCE QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for testing and analysis of soil material.

B. If tests indicate materials do not meet specified requirements, change material and retest.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that survey bench marks and intended elevations for the work are as indicated.

3.02 PREPARATION
A. Identify required lines, levels, contours, and datum locations.

B. See Section 31 2200 for additional requirements.

C. Locate, identify, and protect utilities that remain and protect from damage.

D. Notify utility company to remove and relocate utilities.

E. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.

F. Protect plants, lawns, rock outcroppings, and other features to remain.

G. Grade top perimeter of trenching area to prevent surface water from draining into trench.

Provide temporary means and methods, as required, to maintain surface water diversion until no longer needed, or as directed by the Architect.

3.03 TRENCHING
A. Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.

B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored.

C. Do not interfere with 45 degree bearing splay of foundations.

D. Cut trenches wide enough to allow inspection of installed utilities.

E. Hand trim excavations. Remove loose matter.

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Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 4 of 6
F. Remove large stones and other hard matter that could damage piping or impede consistent backfilling or compaction.

G. Remove excavated material that is unsuitable for re-use from site.

H. Remove excess excavated material from site.

I. Provide temporary means and methods, as required, to remove all water from trenching until directed by the Architect. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control.

J. Determine the prevailing groundwater level prior to trenching. If the proposed trench extends less than 1 foot into the prevailing groundwater, control groundwater intrusion with perimeter drains routed to sump pumps, or as directed by the Architect or Engineer.

3.04 PREPARATION FOR UTILITY PLACEMENT
A. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill.

B. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

C. Until ready to backfill, maintain excavations and prevent loose soil from falling into excavation.

3.05 BACKFILLING
A. Backfill to contours and elevations indicated using unfrozen materials.

B. Fill up to subgrade elevations unless otherwise indicated.

C. Employ a placement method that does not disturb or damage other work.

D. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

E. Maintain optimum moisture content of fill materials to attain required compaction density.

F. Slope grade away from building minimum 2 inches in 10 feet, unless noted otherwise. Make gradual grade changes. Blend slope into level areas.

G. Correct areas that are over-excavated.

1. Other areas: Use general fill, flush to required elevation, compacted to minimum 97 percent of maximum dry density.

H. Compaction Density Unless Otherwise Specified or Indicated in the project Geotechnical report:

1. Under paving, slabs-on-grade, and similar construction: 95 percent of maximum dry density.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 5 of 6
I. Reshape and re-compact fills subjected to vehicular traffic.

3.06 BEDDING AND FILL AT SPECIFIC LOCATIONS
A. Use general fill unless otherwise specified or indicated.

3.07 TOLERANCES
A. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations.

3.08 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection and testing.

B. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167, or ASTM D6938.

C. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D1557 ("modified Proctor"), AASHTO T 180, or ASTM D698 ("standard Proctor").

D. If tests indicate work does not meet specified requirements, remove work, replace and retest.

3.09 CLEANING
A. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.

END OF SECTION 31 2316.13
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2316.13
31 2316.13 Trenching
01-20-2026 Page 6 of 6
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 1 of 6
Section 31 2323
Fill
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Filling and compacting for building volume below grade, footings, slabs-on-grade, paving, and site structures.

B. Backfilling and compacting for utilities outside the building to utility main connections.

C. Filling holes, pits, and excavations generated as a result of removal (demolition) operations.

1.02 RELATED REQUIREMENTS
A. Document Engineering Geology and Geotechnical Report by Earth Systems Pacific revised November 6, 2024: Geotechnical report; bore hole locations and findings of subsurface materials.

B. Section 31 2200 - Grading: Removal and handling of soil to be re-used.

C. Section 31 2200 - Grading: Site grading.

D. Section 31 2316.13 - Trenching: Excavating for utility trenches outside the building to utility main connections.

E. Section 32 1413 - Precast Concrete Unit Paving: Leveling bed placement under pavers.

1.03 DEFINITIONS
A. Finish Grade Elevations: Indicated on drawings.

1.04 REFERENCE STANDARDS
A. AASHTO M 147 - Standard Specification for Materials for Aggregate and Soil–Aggregate Subbase, Base, and Surface Courses; 2017 (Reapproved 2021).

B. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Materials Sources: Submit name of imported materials source.

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Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 2 of 6
C. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials used, including manufactured fill.

D. Comply with submittal requirements for imported planting topsoil specified in Section 32 9300.

E. Compaction Density Test Reports.

1.06 DELIVERY, STORAGE, AND HANDLING
A. When necessary, store materials on site in advance of need.

B. When fill materials need to be stored on site, locate stockpiles where indicated.

1. Separate differing materials with dividers or stockpile separately to prevent intermixing.

2. Prevent contamination.

3. Protect stockpiles from erosion and deterioration of materials.

PART 2 PRODUCTS

2.01 FILL MATERIALS
A. Refer to Engineering Geology and Geotechnical Report by Earth Systems Pacific revised November 6, 2024.

B. Fill and Backfill material shall comply with the City of Camarillo Standards and specifications.

C. General Fill: Subsoil excavated on-site or as specified in the Geotechnical Report

1. Graded.

2. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris.

3. Conforming to the Geotechnical Report
D. Structural Fill - Fill Type Class II: Subsoil excavated on-site or as specified in the Geotechnical Report

1. Graded.

2. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris.

3. Conforming to Geotechnical Report
E. Granular Fill - Fill Type Class II: Coarse aggregate, complying with State of California Highway Department standard.

F. No 2 Stone shall meet the following gradations:

1. 3 in : 100 percent passing

2. 2.5 in: 90-100 percent passing

3. 2 in: 35-70 percent passing

4. 1.5 in: 0-15 percent passing

5. 3/4 in: 0-5 percent passing
G. Sand: Natural river or bank sand; free of silt, clay, loam, friable or soluble materials, and organic matter.

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Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 3 of 6

1. Graded in accordance with ASTM C136/C136M; within the following limits:
a. No. 4 sieve: 100 percent passing.
b. No. 14 sieve: 10 to 100 percent passing.
c. No. 50 sieve: 5 to 90 percent passing.
d. No. 100 sieve: 4 to 30 percent passing.
e. No. 200 sieve: 0 percent passing.

H. Topsoil: See Section 31 2200.

2.02 ACCESSORIES
A. Geotextile: Non-biodegradable, nonwoven.

2.03 SOURCE QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for testing and analysis of soil material.

B. If tests indicate materials do not meet specified requirements, change material and retest.

PART 3 EXECUTION

3.01 EXAMINATION
A. Identify required lines, levels, contours, and datum locations.

B. See Section 31 2200 for additional requirements.

C. Verify subdrainage, dampproofing, or waterproofing installation has been inspected.

D. Verify areas to be filled are not compromised with surface or ground water.

3.02 PREPARATION
A. Scarify and proof roll subgrade surface to a depth of 6 inches to identify soft spots.

B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill.

C. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation.

3.03 FILLING
A. Fill to contours and elevations indicated using unfrozen materials.

B. Employ a placement method that does not disturb or damage other work.

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Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 4 of 6
C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Slope grade away from building minimum 2 inches in 10 feet, unless noted otherwise. Make gradual grade changes. Blend slope into level areas.

F. Correct areas that are over-excavated.

1. Other areas: Use general fill, flush to required elevation, compacted to minimum 95 percent of maximum dry density.

G. Compaction Density Unless Otherwise Specified or Indicated:

1. Under paving, slabs-on-grade, and similar construction: 95 percent of maximum dry density.

2. At other locations: 95 percent of maximum dry density.

H. Reshape and re-compact fills subjected to vehicular traffic.

I. Maintain temporary means and methods, as required, to remove all water while fill is being placed as required, or until directed by the Architect. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control.

3.04 FILL AT SPECIFIC LOCATIONS
A. Use general fill unless otherwise specified or indicated in the approved plans or in the Geotech Report
B. Structural Fill at Building should be per the recommendations of the Geotech Report

3.05 TOLERANCES
A. Top Surface of General Filling: Plus or minus 1 inch from required elevations.

B. Top Surface of Filling Under Paved Areas: Plus or minus 1 inch from required elevations.

3.06 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection and testing.

3.07 CLEANING
A. See Section 01 7419 - Construction Waste Management and Disposal, for additional requirements.

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Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 5 of 6
B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.

END OF SECTION 31 2323
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 31 2323
31 2323 Fill
01-20-2026 Page 6 of 6
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 0190
32 0190 Operation and Maintenance of Planting
01-20-2026 Page 1 of 4
Section 32 0190
Operation and Maintenance of Planting
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Maintain plants in manner that promotes health, growth, color and appearance, to quality levels specified; replace dead, dying, and damaged plants at no extra cost to Owner.

1. It is Contractor's responsibility to determine type and quantity of soil amendments and fertilizer required.

B. Operate permanent irrigation system.

C. Clean up landscaped areas.

D. Maintenance Period: The time frame covered by these requirements is 90 days:

1.02 REFERENCE STANDARDS
A. ANSI A300 Part 1 - American National Standard for Tree Care Operations - Tree, Shrub, and Other Woody Plant Management - Standard Practices (Pruning); 2017.

B. ANSI Z133.1 - American National Standard For Arboricultural Operations - Pruning, Repairing, Maintaining, And Removing Trees, And Cutting Brush - Safety Requirements; 2012.

C. ASTM D4972 - Standard Test Method for pH of Soils; 2013.

PART 2 PRODUCTS

2.01 FERTILIZERS AND SOIL AMENDMENTS
A. Fertilizers: Free flowing granular organic type containing nitrogen, phosphorus, and potassium, plus trace minerals and micro-nutrients; controlled release type is preferred.

1. Determine type and quantity based on soil analysis.

B. Soil Amendments: Type and quantity as required to achieve specified results, based on soil analysis.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 0190
32 0190 Operation and Maintenance of Planting
01-20-2026 Page 2 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. If soil analysis has not already been performed, take sufficient samples to obtain a comprehensive analysis; perform analysis in accordance with ASTM D4972.

3.02 LANDSCAPE MAINTENANCE - GENERAL
A. Protect existing vegetation, pavements, and facilities from damage due to maintenance activities; restore damaged items to original condition or replace, at no extra cost to Owner.

B. General Cleanup: Remove debris from all landscape areas at least once a week and from turf areas before each mowing.

1. Debris consists of trash, rubbish, dropped leaves, downed branches and limbs of all sizes, dead vegetation, rocks, and other material not belonging in landscaped areas.

2. Remove debris from site and dispose of properly.

C. Watering, Soil Erosion, and Sedimentation Control: Comply with federal, state, local, and other regulations in force; prevent over-watering, run-off, erosion, puddling, and ponding.

1. Repair temporary erosion control mechanisms provided by others.

2. Repair eroded areas and replant, when caused by inadequate maintenance.

3. Prevent sediment from entering storm drains.

D. Trees: Exercise care to avoid girdling trees; provide protective collars if necessary; remove protective collars at end of maintenance period.

E. Fertilizing: Apply fertilizer only when necessary.

F. Drainage Channels: Remove obstructions in gutters, catch basins, storm drain inlets, yard drains, swales, ditches, and overflows.

1. Remove grates from catch basins to clean.

2. Prevent encroachment of other vegetation on turfed surface drainage channels.

G. Health Maintenance: Inspect all plants regularly for health:

1. Eradicate diseases and damaging pests, regardless of severity or speed of effect.

2. Treat accidental injuries and abrasions.

3. If a plant is unhealthy but not yet dead, according to specified definitions, determine reason(s) and take remedial action immediately.

4. Remove dead plants immediately upon determining that they are dead.

H. Pesticide and Herbicide Application: Comply with manufacturer's instructions and recommendations and applicable regulations.

1. Obtain Owner's approval prior to each application.

2. Apply in manner to prevent injury to personnel and damage to property due to either direct spray or drifting, both on and off Owner's property.

3. Use backflow preventers on hose bibbs used for mixing water; prevent spills.

4. Inspect equipment daily before application; repair leaks, clogs, wear, and damage.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 0190
32 0190 Operation and Maintenance of Planting
01-20-2026 Page 3 of 4

5. Do not dispose of excess mixed material, unmixed material, containers, residue, rinse water, or contaminated articles on site; dispose of off site in legal manner.

6. Rinse water may be used as mix water for next batch of same formulation.

7. Contractor is responsible for all recordkeeping, submissions, and reports required by laws and regulations.

I. Replanting: Perform replacement and replanting immediately upon removal of dead plant.

3.03 IRRIGATION
A. Irrigation: Do not allow plants to wilt; apply water as required to supplement rainfall; do not waste water; do not water plants or areas not needing water; do not water during rainfall; shut off water flow when finished; repair leaks.

1. New automatic irrigation system may be used.

B. Automatic Irrigation System: Obtain and follow manufacturer's operating and maintenance instructions.

1. Adjust to water landscape areas only.

2. Adjust sprinkler heads, drippers, valves, pumps, and controllers as required for optimum operation.

3. Drain and prepare for freezing weather; prepare and start up in spring.

4. During system warranty period notify Architect and system installer promptly of defects and leaks that adversely affect irrigation performance.

3.04 TREE AND SHRUB MAINTENANCE
A. Trees will be considered dead when main leader has died back or when 25 percent or more of crown has died ; except as otherwise indicated for palm trees.

B. Shrubs will be considered dead when 25 percent or more of plant has died.

C. Inspect woody plants for health by scraping up to 1/16 inch square area of bark; no green cambium layer below bark shall be evidence of death.

D. Adjust stakes, guys and turnbuckles, ties, and trunk wrap as required to promote growth and avoid girdling.

E. Pruning: Unless otherwise indicated, prune only to maintain balanced natural shape; follow recommendations of ANSI A300 and ANSI Z133.1 and best local practices for species involved.

F. Shrubs: Prune at least once during maintenance period at best time to influence ultimate shape and size for the particular species.

1. Prune to balance the plant's form and according to its natural growth characteristics.

2. Remove water shoots, suckers, and branches not complying with desired shape and size.

G. Hedges: Trim to encourage growth into voids and gaps.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 0190
32 0190 Operation and Maintenance of Planting
01-20-2026 Page 4 of 4
H. Palm Trees: Palm trees are extremely susceptible to disease. Wounds in the bark must be avoided as puncture wounds never heal.

1. Remove diseased and damaged fronds and all seed pods and fruit clusters; do not remove any green fronds; cut fronds close to trunk.

2. Unless fronds come off easily, do not pull or rip them off as this causes permanent wounds to the trunk.

3. Preferred tool is manual pruning saw. Do not use a machete to remove fronds as an overstrike will wound the trunk. Be very careful using chain saws for the same reason.

4. Do not use climbing spikes.

5. Prior to pruning each tree, disinfect tools with 50 percent chlorine bleach solution, or other approved disinfectant to prevent transmission of diseases.

3.05 CLEANING
A. Remove fallen deciduous leaves in Fall; removal may wait until all leaves have fallen.

B. Clean adjacent pavements of plant debris and other debris generated by maintenance activities.

C. Remove and dispose of general cleanup debris and biodegradable debris in a proper manner; Owner's trash collection facilities may be used.

D. Remove and dispose of general cleanup debris and biodegradable debris in a proper manner.

1. Biodegradable Debris: Owner will designate a compost pile on site where biodegradable debris may be deposited; branches and bark are not considered biodegradable.

2. Branches and Bark: Owner will designate a wood chip storage area; machine-chip all branch and bark debris.

3. Non-Biodegradable Debris: Owner's trash collection facilities may be used.

END OF SECTION 32 0190
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1123
32 1123 Aggregate Base Courses
01-20-2026 Page 1 of 4
Section 32 1123
Aggregate Base Courses
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Aggregate base course.

B. Paving aggregates.

1.02 RELATED REQUIREMENTS
A. Comply with Engineering Geology and Geotechnical Report by Earth Systems Pacific revised November 6, 2024.

B. Section 31 2200 - Grading: Preparation of site for base course.

C. Section 31 2316.13 - Trenching: Compacted fill over utility trenches under base course.

D. Section 31 2323 - Fill: Compacted fill under base course.

E. Section 32 1216 - Asphalt Paving: Finish and binder asphalt courses.

F. Section 32 1313 - Concrete Paving: Finish concrete surface course.

G. Section 32 1713 - Parking Bumpers: Concrete bumpers.

1.03 REFERENCE STANDARDS
A. AASHTO M 147 - Standard Specification for Materials for Aggregate and Soil–Aggregate Subbase, Base, and Surface Courses; 2017 (Reapproved 2021).

B. AASHTO T 180 - Standard Method of Test for Moisture-Density Relations of Soils Using a

4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop; 2025.

C. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019.

D. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2012.

E. ASTM D1556/D1556M - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method; 2024.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1123
32 1123 Aggregate Base Courses
01-20-2026 Page 2 of 4
F. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN m/m3)); 2012.

G. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2008.

H. ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2017 (Reapproved 2025).

I. ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils; 2017, with Editorial Revision (2018).

J. ASTM D6938 - Standard Test Method for In-Place Density and Water Content of Soil and SoilAggregate by Nuclear Methods (Shallow Depth); 2010.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Materials Sources: Submit name of imported materials source.

C. Aggregate Composition Test Reports: Results of laboratory tests on proposed and actual materials used.

1.05 DELIVERY, STORAGE, AND HANDLING
A. When necessary, store materials on site in advance of need.

B. When aggregate materials need to be stored on site, locate where directed by Owner.

PART 2 PRODUCTS

2.01 MATERIALS
A. Coarse Aggregate: Class II aggregate Base, conforming to State of California Department of Transportation Standards and Specifications, latest edition. ____

1. The aggregate shall be free from vegetable matter and other deleterious substances.

B. Herbicide: Prosecutor or as approved.

2.02 SOURCE QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for testing and analysis of aggregate materials.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1123
32 1123 Aggregate Base Courses
01-20-2026 Page 3 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that survey bench marks and intended elevations for the work are as indicated.

B. Verify substrate has been inspected, gradients and elevations are correct, and is dry.

3.02 PREPARATION
A. Correct irregularities in substrate gradient and elevation by scarifying, reshaping, and recompacting.

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

3.03 INSTALLATION
A. Spread aggregate over prepared substrate to a total compacted thickness as specified in the plans ____.

B. Under Bituminous Concrete Paving:

1. Place coarse aggregate to a total compacted thickness of 6 inches.

2. Compact to 95 percent of maximum dry density.

C. Under Portland Cement Concrete Paving:

1. Place coarse aggregate to a total compacted thickness of 4 inches.

2. Compact to 95 percent of maximum dry density.

D. Place aggregate in maximum 4 inch layers and roller compact to specified density.

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

F. Add small quantities of fine aggregate to coarse aggregate as appropriate to assist compaction.

G. Add water to assist compaction. If excess water is apparent, remove aggregate and aerate to reduce moisture content.

H. Use mechanical tamping equipment in areas inaccessible to compaction equipment.

I. Apply herbicide to finished surface.

J. In instances where plans and/or specifications do not clearly indicate installation technique, comply with project Geotechnical Report.

3.04 TOLERANCES
A. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge.

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Job Number: 1081-03-HS24 Section 32 1123
32 1123 Aggregate Base Courses
01-20-2026 Page 4 of 4
B. Scheduled Compacted Thickness: Within 1/4 inch.

C. Variation From Design Elevation: Within 1/2 inch.

3.05 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection and testing.

B. Compaction density testing will be performed on compacted aggregate base course in accordance with ASTM D1556, ASTM D2167, or ASTM D6938.

C. If tests indicate work does not meet specified requirements, remove work, replace and retest.

D. Proof roll compacted aggregate at surfaces that will be under slabs-on-grade.

3.06 CLEANING
A. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.

END OF SECTION 32 1123
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1216
32 1216 Asphalt Paving
01-20-2026 Page 1 of 4
Section 32 1216
Asphalt Paving
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Aggregate base course.

B. Single course bituminous concrete paving.

C. Surface sealer.

1.02 RELATED REQUIREMENTS
A. General Conditions
B. Document: Project Geotech Report and addendums prepared by Earth Systems Pacific C. Section 31 2200 - Grading: Preparation of site for paving and base.

D. Section 31 2323 - Fill: Compacted subgrade for paving.

E. Section 32 1723.13 - Painted Pavement Markings: Concrete bumpers.

F. Section 33 0561 - Concrete Manholes: Manholes, including frames; gutter drainage grilles, covers, and frames for placement by this section.

1.03 REFERENCE STANDARDS
A. City of Camarillo Standards and Specifications
B. AI MS-2 - Mix Design Methods for Asphalt Concrete and Other Hot-Mix Types; 1997.

C. AI MS-19 - A Basic Asphalt Emulsion Manual; Fourth Edition.

D. ASTM D946 - Standard Specification for Penetration-Graded Asphalt Cement for Use in Pavement Construction; 2009a.

E. ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils; 2017, with Editorial Revision (2018).

1.04 QUALITY ASSURANCE
A. Perform Work in accordance with State of CA Highways standard.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1216
32 1216 Asphalt Paving
01-20-2026 Page 2 of 4
B. Mixing Plant: Complying with State of CA Highways standard.

C. Obtain materials from same source throughout.

1.05 FIELD CONDITIONS
A. Do not place asphalt when ambient air or base surface temperature is less than 40 degrees F, or surface is wet or frozen.

PART 2 PRODUCTS

2.01 MATERIALS
A. Asphalt Cement: ASTM D946. In accordance with State of California Highways Standards and/or City of Camarillo standard specifications
B. Aggregate for Base Course: In accordance with State of California Highways standards.

C. Aggregate for Wearing Course: shall consist of a mixture of mineral aggregate and paving asphalt, mixed at a central mixing plant.

D. Density shall be 95% of maximum laboratory density as determined by CA method 304 E. Mineral Grade shall be Type A, 1/2" maximum size aggregate, medium grading and shall conform to the requirements set forth in Section 39 of the California Department of Transportation Standard Specifications
F. Tack Coat: Homogeneous, medium curing, liquid asphalt.

G. Seal Coat: AI MS-19, fog type.

2.02 ASPHALT PAVING MIXES AND MIX DESIGN
A. Asphalt Base Course shall meet State of CA Highway design standards B. Verify compacted subgrade is dry and ready to support paving and imposed loads C. Verify Gradients and elevations of base are correct

2.03 SOURCE QUALITY CONTROL
A. Test mix design and samples in accordance with AI MS-2.

2.04 WEED KILLER/SOIL STERLANT
A. Provide a dry free-flowing dust free chemical compound, soluble in water, capable of inhibiting growth of vegetation, and approved for use on this project

1. Tinted for visual identification, shall be as follows:

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1216
32 1216 Asphalt Paving
01-20-2026 Page 3 of 4
a. United States Borax Corp. "Polybochlorate" or equal. b. Amspray Corp. "Pavex"
c. Elanco "Spile 801"
d. Approved Equal
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that compacted subgrade is dry and ready to support paving and imposed loads.

B. Verify gradients and elevations of base are correct.

3.02 AGGREGATE BASE COURSE
A. Place and compact aggregate base course as listed in the project geotech report

3.03 PREPARATION - PRIMER
A. Apply primer in accordance with manufacturer's instructions.

B. Apply primer on aggregate base or subbase at uniform rate of 1/3 gal/sq yd.

C. Apply primer to contact surfaces of curbs, gutters.

D. Use clean sand to blot excess primer.

3.04 PREPARATION - TACK COAT
A. Apply tack coat in accordance with manufacturer's instructions.

B. Apply tack coat on asphalt or concrete surfaces over subgrade surface at uniform rate of 1/3 gal/sq yd.

C. Apply tack coat to contact surfaces of curbs, gutters and existing asphalt edges.

D. Coat surfaces of manhole frames with oil to prevent bond with asphalt pavement. Do not tack coat these surfaces.

3.05 PLACING ASPHALT PAVEMENT - SINGLE COURSE
A. Install Work in accordance with State of CA Highways standards.

B. Place asphalt within 24 hours of applying primer or tack coat.

C. Compact pavement by rolling to specified density. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment.

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32 1216 Asphalt Paving
01-20-2026 Page 4 of 4
D. Perform rolling with consecutive passes to achieve even and smooth finish without roller marks.

3.06 SEAL COAT
A. Apply seal coat to asphalt surface course and asphalt curbs in accordance with AI MS-19.

3.07 TOLERANCES
A. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge.

B. Variation from True Elevation: Within 1/2 inch.

3.08 FIELD QUALITY CONTROL
A. Provide field inspection and testing. Take samples and perform tests in accordance with AI MS2.

3.09 PROTECTION
A. Immediately after placement, protect pavement from mechanical injury for 3 days or until surface temperature is less than 140 degrees F.

END OF SECTION 32 1216
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 1 of 8
Section 32 1313
Concrete Paving
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Concrete sidewalks, stair steps, integral curbs, and gutters B. Concrete collars for water valves and cleanouts.

C. Concrete Paving
D. Vehicular Concrete Paving
E. Concrete Paving - High Strength
F. Joints

1.02 RELATED REQUIREMENTS
A. Section 03 1000 - Concrete Forming and Accessories.

B. Section 03 2000 - Concrete Reinforcing.

C. Section 03 3000 - Cast-in-Place Concrete.

D. Section 03 3533 - Stamped Concrete Finishing: Additional requirements for patterned surfaces.

E. Section 31 2200 - Grading: Preparation of site for paving and base.

F. Section 31 2323 - Fill: Compacted subbase for paving.

G. Section 32 1123 - Aggregate Base Courses: base course.

H. Section 32 1216 - Asphalt Paving: Asphalt wearing course.

I. Section 32 1413 - Precast Concrete Unit Paving.

J. Section 32 1713 - Parking Bumpers: Precast concrete parking bumpers.

K. Section 32 1726 - Tactile Warning Surfacing: Plastic tactile and detectable warning tiles for pedestrian walking surfaces.

L. Section 33 0561 - Concrete Manholes: Structures, including frames; gutter drainage grilles, covers, and frames for placement by this section.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 2 of 8

1.03 REFERENCE STANDARDS
A. ACI 211.1 - Selecting Proportions for Normal-Density and High Density-Concrete - Guide; 2022.

B. ACI 301 - Specifications for Concrete Construction; 2020.

C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000 (Reapproved 2009).

D. ACI 305R - Guide to Hot Weather Concreting; 2020.

E. ACI 306R - Guide to Cold Weather Concreting; 2016.

F. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2024.

G. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2024a.

H. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2024.

I. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2025.

J. ASTM C150/C150M - Standard Specification for Portland Cement; 2024.

K. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2024.

L. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2019.

M. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2024.

N. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2025a.

O. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Asphalt Types); 2023.

P. ASTM D1752 - Standard Specification for Preformed Sponge Rubber, Cork, and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction; 2018 (Reapproved 2023).

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Provide data on joint filler, admixtures, and curing compound.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 3 of 8
C. Colored Concrete mixed design.

D. Concrete mix design.

E. Colored concrete sample chips (whole range of colors).

PART 2 PRODUCTS

2.01 PAVING ASSEMBLIES
A. Comply with applicable requirements of ACI 301.

B. Concrete Curb Ramps and Curbs: 4,000 psi 28 day concrete and per project Geotechnical Report.

C. Concrete pavement at vehicular paving and pedestrian paving by 3,250 psi 28 day concrete at thickness shown on drawings or otherwise directed by the City of Camarillo and the Project Geotechnical Engineer's recommendations.

2.02 FORM MATERIALS
A. Form Materials: As specified in Section 03 1000, comply with ACI 301.

B. Wood form material, profiled to suit conditions.

1. Materials shall be free from defects which would impair the appearance or structural quality of the completed work

2. Provide stakes and bracing materials as required to hold forms securely in place.

C. Joint Filler: Preformed; non-extruding bituminous type (ASTM D1751) or sponge rubber or cork (ASTM D1752).

1. Thickness: 1/2 inch.

2.03 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, Grade 60, galvanized per ASTM 1094; deformed billet steel bars; or as otherwise noted on the plans.

B. Steel Welded Wire Reinforcement: Plain type, ASTM A1064/A1064M; in flat sheets; galvanized.

C. Dowels: ASTM A615/A615M, Grade 40 - 40,000 psi yield strength; deformed billet steel bars; galvanized finish.

2.04 CONCRETE MATERIALS
A. Obtain cementitious materials from same source throughout.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 4 of 8
B. Concrete Materials: Provide in accordance with Municipality of Camarillo Public Works standards and the Project Geotechnical Engineer's recommendations..

C. Integral Color: Where shown on plans, concrete mixture shall include Davis Integral Concrete color or approved equal.

2.05 ACCESSORIES
A. Curing Compound: ASTM C309, Type 1, Class A.

B. Color pigment:

1. Provide integral colored concrete at locations shown on Drawings.

2. Acceptable manufacturers:
a. Davis Colors.
b. Scofield.

3. Use the same manufacturer for all colored concrete, including that specified in Section 03 3000.

4. Colors: as indicated on the Drawings.

2.06 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

C. Concrete Properties:

1. Compressive strength, when tested in accordance with ASTM C39/C39M at 28 days; 4000 psi and the Project Geotechnical Engineer's recommendations..

2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.

3. Water-Cement Ratio: Maximum 40 percent by weight.

4. Maximum Slump: 3 inches.

2.07 MIXING
A. On Project Site: Mix in drum type batch mixer, complying with ASTM C685/C685M. Mix each batch not less than 1-1/2 minutes and not more than 5 minutes.

B. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify compacted subgrade is acceptable and ready to support paving and imposed loads.

B. Verify gradients and elevations of base are correct.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 5 of 8

3.02 SUBBASE
A. See Section 32 1123 for construction of base course for work of this Section.

3.03 PREPARATION
A. Moisten base to minimize absorption of water from fresh concrete.

B. Coat surfaces of manhole frames with oil to prevent bond with concrete pavement.

3.04 FORMING
A. See Section 03 1000.

B. Place and secure forms to correct location, dimension, profile, and gradient.

C. Assemble formwork to permit easy stripping and dismantling without damaging concrete.

D. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement.

3.05 REINFORCEMENT
A. Place reinforcement as indicated

3.06 COLD AND HOT WEATHER CONCRETING
A. Follow recommendations of ACI 305R when concreting during hot weather.

B. Follow recommendations of ACI 306R when concreting during cold weather.

C. Do not place concrete when base surface temperature is less than 40 degrees F, or surface is wet or frozen.

3.07 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.

B. Do not place concrete when base surface is wet.

C. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement.

D. Place concrete continuously over the full width of the panel and between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur.

E. Apply surface retarder to all exposed surfaces in accordance with manufacturer's instructions.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 6 of 8

3.08 JOINTS
A. Align curb, gutter, and sidewalk joints.

B. Place expansion joints at intervals indicated in the Improvement Plans, Specifications and Landscape's Construction Plan.

C. Provide control joints as indicated in the Drawings.

D. Install self-leveling joint sealant at expansion and isolation joints per manufacturer's instructions. Color to match concrete.

1. Sikaflex -1c SL, or approved equal.

E. Provide sawn joints as indicated.

3.09 FINISHING
A. Area Paving: Medium broom finish, texture perpendicular to direction of travel.

B. Sidewalk Paving: Medium broom finish, texture perpendicular to direction of travel with troweled and radiused edge 1/4 inch radius.

C. Curbs and Gutters: Medium broom finish, texture perpendicular to curb direction.

D. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions.

3.10 TOLERANCES
A. Maximum Variation of Surface Flatness: 1/4 inch in 10 ft.

B. Maximum Variation From True Position: 1/4 inch.

3.11 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements.

1. Provide free access to concrete operations at project site and cooperate with appointed firm.

3.12 PROTECTION
A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

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Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
01-20-2026 Page 7 of 8
B. Do not permit pedestrian traffic over pavement until 75 percent design strength of concrete has been achieved.

END OF SECTION 32 1313
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1313
32 1313 Concrete Paving
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1413
32 1413 Precast Concrete Unit Paving
01-20-2026 Page 1 of 4
Section 32 1413
Precast Concrete Unit Paving
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Interlocking concrete paver units. Permeable and Non-permeable B. Sand setting bed.

C. Polymeric sand joint filler.

D. Stone setting bed.

E. Permeable stone subbase.

1.02 RELATED REQUIREMENTS
A. Section 31 2200 - Grading: Preparation of subsoil for pavers.

B. Section 31 2323 - Fill: Compacted fill for pavers.

C. Section 32 1123 - Aggregate Base Courses: Aggregate subbase for pavers.

D. City of Camarillo Standards and Specifications.

1.03 REFERENCE STANDARDS
A. ASTM C936/C936M - Standard Specification for Solid Concrete Interlocking Paving Units; 2021b.

B. ASTM C1319 - Standard Specification for Concrete Grid Paving Units; 2021.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Samples: Submit two samples of each paver type, illustrating style, size, color range and surface texture of units being provided.

C. Product Data: Provide characteristics of permeable rock including sieve analysis and source location.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1413
32 1413 Precast Concrete Unit Paving
01-20-2026 Page 2 of 4
PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Interlocking Permeable Concrete Pavers:

1. As Listed on Plans

2.02 MATERIALS
A. Non-Permeable Pedestrian Concrete Pavers: Hydraulically pressed concrete, configured for interlocking with adjacent units and complying with ASTM C936/C936M.

1. Type as listed on plans.
a. Pattern: Manufacturer's 4 stone standard pattern.
b. Thickness: 60mm.

B. Permeable Vehicular Concrete Pavers: Hydraulically pressed concrete, configured for interlocking with adjacent units and complying with ASTM C936/C936M.

1. Type as listed on plans
a. Pattern: Manufacturer's 4 stone standard pattern
b. Thickness: 80mm
C. Permeable Aggregate Rock Section - complying with gradation requirements of ASTM C33-

1. Bedding Material (Tier 1) - Clean washed, open graded, crushed angular No. 8 Aggregate stone.

2. Tier 2 - Clean washed, open graded, crushed angular No. 57 Aggregate stone.

3. Tier 3 - Clean washed, open graded, crushed angular No. 2 Aggregate stone.

D. Non Permeable Only Joint Material - Polymeric Sand: Fine sand complying with ASTM C144 combined with polymer binders for creating semi-solid joints between pavers.

1. Color: tan. As Approved
E. Permeable Pavers Joint Material: #8 Stone clean washed suitable for permeable paver applications.

F. Edging: Formed aluminum, as detailed.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that substrate is level or to correct gradient, smooth, capable of supporting pavers and imposed loads, and ready to receive work of this Section.

B. Verify gradients and elevations of substrate are correct.

C. Verify concrete curb edges are poured and properly cured.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1413
32 1413 Precast Concrete Unit Paving
01-20-2026 Page 3 of 4

3.02 PREPARATION
A. See Section 31 2200 for subsoil preparation.

B. See Section 31 2323 for fill compaction requirements.

C. See Section 32 1123 for aggregate subbase.

3.03 INSTALLATION OF NON PERMEABLE SOLID PAVER UNITS
A. Spread sand bedding evenly over prepared substrate surface to a maximum thickness of 2 inches.

B. Spread Tier 3 layer of stone in lifts compacting each lift per plans.

C. Spread Tier 2 layer of stone in one lift and compact per plans.

D. Spread Tier 1 - stone bedding layer evenly over prepared substrate surface to depth shown on plans.

E. Dampen and roller compact sand to level and even surface.

F. Screed and scarify top 1 inch to 1 1/2 inch of sand.

G. Place paver units in herringbone pattern creating staggered joints, from straight reference edge.

H. Cut paver units at edges with masonry saw.

I. Place half units at edge and interruptions. Maintain tight joints.

J. Spread Polymeric sand into joints. Repeat compaction to get sand to full depth of joints.

K. Lightly spray indirect water to activate the polymeric sand.

3.04 INSTALLATION OF PERMEABLE SOLID PAVER UNITS
A. Install stone layers in accordance to plans and details.

B. Tamp and level paver units with mechanical vibrator until units are firmly bedded, level, and to correct elevation and gradients. Do not tamp unrestrained edges.

C. Spread #8 stone uniformly over surface. Use a push broom to fill joints and remove excess while not sweeping long distances. Sweep all excess with a fine bristle brush and remove residues with a leaf blower.

3.05 CLEANING
A. Do not clean pavers until pavers and mortar are dry.

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32 1413 Precast Concrete Unit Paving
01-20-2026 Page 4 of 4
B. Clean soiled surfaces using cleaning solution. Do not harm pavers, joint materials, or adjacent surfaces.

C. Use non-metallic tools in cleaning operations.

D. Rinse surfaces with clean water.

E. Broom clean paving surfaces. Dispose of excess sand.

3.06 PROTECTION
A. Do not permit traffic over unprotected paver surface.

B. Protect paver surface with sheets of plywood or approved equal.

C. Do not permit traffic for 48 hours after pavement placement.

END OF SECTION 32 1413
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1713
32 1713 Parking Bumpers
01-20-2026 Page 1 of 2
Section 32 1713
Parking Bumpers
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Precast concrete parking bumpers and anchorage.

1.02 REFERENCE STANDARDS
A. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2024.

B. ASTM C150/C150M - Standard Specification for Portland Cement; 2024.

C. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2024.

D. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete; 2023.

1.03 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

PART 2 PRODUCTS

2.01 MATERIALS
A. Parking Bumpers: Precast concrete, complying with dimensions shown on the approved plans.

1. Cement: ASTM C150/C150M, Portland Type I - Normal; gray color.

2. Concrete Materials: ASTM C330/C330M aggregate, water, and sand.

3. Reinforcing Steel: ASTM A615/A615M, deformed steel bars; unfinished, strength and size commensurate with precast unit design.

4. Air Entrainment Admixture: ASTM C260/C260M.

5. Concrete Mix: Minimum 5,000 psi compressive strength after 28 days, air entrained to 5 to 7 percent.

6. Use rigid molds, constructed to maintain precast units uniform in shape, size and finish.

Maintain consistent quality during manufacture.

7. Embed reinforcing steel, and drill or sleeve for two dowels.

8. Cure units to develop concrete quality, and to minimize appearance blemishes such as non-uniformity, staining, or surface cracking.

9. Minor patching in plant is acceptable, providing appearance of units is not impaired.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1713
32 1713 Parking Bumpers
01-20-2026 Page 2 of 2
PART 3 EXECUTION

3.01 INSTALLATION
A. Install units without damage to shape or finish. Replace or repair damaged units.

B. Install units in alignment with adjacent work.

END OF SECTION 32 1713
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1723.13
32 1723.13 Painted Pavement Markings
01-20-2026 Page 1 of 4
Section 32 1723.13
Painted Pavement Markings
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Parking lot markings, including parking bays, arrows, handicapped symbols, and curb markings.

B. "No Parking" curb painting.

1.02 RELATED REQUIREMENTS
A. Section 32 1216 - Asphalt Paving.

B. Section 32 1313 - Concrete Paving.

C. Section 32 1726 - Tactile Warning Surfacing: Plastic tactile and detectable warning tiles for pedestrian walking surfaces.

1.03 REFERENCE STANDARDS
A. FS TT-B-1325 - Beads (Glass Spheres) Retro-Reflective; 2007d (Validated 2017).

B. FS TT-P-1952 - Paint, Traffic and Airfield Marking, Waterborne; 2015f (Validated 2020).

C. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators Association; Current Edition.

D. FHWA MUTCD - Manual on Uniform Traffic Control Devices; 2010, with Errata.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

4. Certificates: Submit for each batch of paint and glass beads stating compliance with specified requirements.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver paint in containers of at least 5 gallons accompanied by batch certificate.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1723.13
32 1723.13 Painted Pavement Markings
01-20-2026 Page 2 of 4
B. Store products in manufacturer's unopened packaging until ready for installation.

C. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

1.06 FIELD CONDITIONS
A. Do not install products under environmental conditions outside manufacturer's absolute limits.

PART 2 PRODUCTS

2.01 MATERIALS
A. Line and Zone Marking Paint: MPI (APL) No. 97 Latex Traffic Marking Paint; color(s) as indicated on plans.

1. Parking Lots: White.

2. Handicapped Symbols: Blue.

3. No Parking: Red.

B. Temporary Marking Tape: Preformed, reflective, pressure sensitive adhesive tape in color(s) required; Contractor is responsible for selection of material of sufficient durability as to perform satisfactorily during period for which its use is required.

C. Substitutions: See requirements in Contract Documents.

PART 3 EXECUTION

3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 PREPARATION
A. Allow new pavement surfaces to cure for a period of not less than 14 days before application of marking materials.

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

C. Clean surfaces thoroughly prior to installation.

1. Remove dust, dirt, and other granular surface deposits by sweeping, blowing with compressed air, rinsing with water, or a combination of these methods.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1723.13
32 1723.13 Painted Pavement Markings
01-20-2026 Page 3 of 4
D. Where oil or grease are present, scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinse thoroughly after each application; after cleaning, seal oil-soaked areas with cut shellac to prevent bleeding through the new paint.

E. Establish survey control points to determine locations and dimensions of markings; provide templates to control paint application by type and color at necessary intervals.

F. Temporary Pavement Markings: When required or directed by Architect, apply temporary markings of the color(s), width(s) and length(s) as indicated or directed.

1. After temporary marking has served its purpose, remove temporary marking by carefully controlled sandblasting, approved grinding equipment, or other approved method so that surface to which the marking was applied will not be damaged.

2. At Contractor's option, temporary marking tape may used in lieu of temporary painted marking; remove unsatisfactory tape and replace with painted markings at no additional cost to Owner.

3.03 INSTALLATION
A. Begin pavement marking as soon as practicable after surface has been cleaned and dried.

B. Do not apply paint if temperature of surface to be painted or the atmosphere is less than 50 degrees F or more than 95 degrees F.

C. Apply in accordance with manufacturer's instructions using an experienced technician that is thoroughly familiar with equipment, materials, and marking layouts.

D. Comply with FHWA MUTCD manual (http://mutcd.fhwa.dot.gov) for details not shown.

E. Apply markings in locations determined by measurement from survey control points; preserve control points until after markings have been accepted.

F. Apply uniformly painted markings of color(s), lengths, and widths as indicated on drawings true, sharp edges and ends.

1. Apply paint in one coat only.

2. Wet Film Thickness: 0.015 inch, minimum.

3. Width Tolerance: Plus or minus 1/8 inch.

G. Parking Lots: Apply parking space lines, entrance and exit arrows, painted curbs, and other markings indicated on drawings.

1. Mark the International Handicapped Symbol at indicated parking spaces.

2. Hand application by pneumatic spray is acceptable.

H. Symbols: Use a suitable template that will provide a pavement marking with true, sharp edges and ends, of the design and size indicated.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1723.13
32 1723.13 Painted Pavement Markings
01-20-2026 Page 4 of 4

3.04 DRYING, PROTECTION, AND REPLACEMENT
A. Protect newly painted markings so that paint is not picked up by tires, smeared, or tracked.

B. Provide barricades, warning signs, and flags as necessary to prevent traffic crossing newly painted markings.

C. Allow paint to dry at least the minimum time specified by the applicable paint standard and not less than that recommended by the manufacturer.

D. Remove and replace markings that are applied at less than minimum material rates; deviate from true alignment; exceed length and width tolerances; or show light spots, smears, or other deficiencies or irregularities.

E. Remove markings in manner to avoid damage to the surface to which the marking was applied, using carefully controlled sand blasting, approved grinding equipment, or other approved method.

F. Replace removed markings at no additional cost to Owner.

END OF SECTION 32 1723.13
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1726
32 1726 Tactile Warning Surfacing
01-20-2026 Page 1 of 4
Section 32 1726
Tactile Warning Surfacing
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Plastic tactile and detectable warning tiles for pedestrian walking surfaces.

1.02 RELATED REQUIREMENTS
A. Section 32 1313 - Concrete Paving: Concrete sidewalks.

B. Section 32 1723.13 - Painted Pavement Markings: Parking lot and curb markings.

1.03 REFERENCE STANDARDS
A. 49 CFR 37 - Transportation Services for Individuals with Disabilities (ADA); current edition.

B. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

C. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2011.

D. ASTM C501 - Standard Test Method for Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser; 1984 (Reapproved 2009).

E. ASTM C903 - Standard Practice for Preparing Refractory Castable Specimens by Cold Gunning; 2010.

F. ASTM D2047 - Standard Test Method for Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine; 2011.

G. ASTM D570 - Standard Test Method for Water Absorption of Plastics; 2022.

H. ASTM D638 - Standard Test Method for Tensile Properties of Plastics; 2022.

I. ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics; 2023.

J. ASTM D790 - Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials; 2017.

K. ATBCB PROWAG - Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way; 2011.

L. SAE AMS-STD-595 - Colors Used in Government Procurement; 2017a.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1726
32 1726 Tactile Warning Surfacing
01-20-2026 Page 2 of 4

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Submit manufacturer's product data, standard details, details specific to this project; written installation and maintenance instructions.

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than five years documented experience.

B. Installer Qualifications: Company certified in writing by product manufacturer as having successfully completed work substantially similar to the work of this section.

1.06 WARRANTY
A. Plastic Tiles: Provide manufacturer's standard five year warranty against manufacturing defects, breakage or deformation.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Plastic Tactile and Detectable Warning Surface Tiles:

1. Access Tile, a brand of Access Products, Inc: www.accessproducts.com/#sle.

2. ADA Solutions, a division of SureWerx USA: www.adatile.com/#sle.

3. Armor-Tile, a brand of Engineered Plastics, Inc: www.armortiletransit.com/#sle.

2.02 TACTILE AND DETECTABLE WARNING DEVICES
A. Plastic Tactile and Detectable Warning Tiles: ADA Standards compliant, glass fiber and carbon fiber reinforced, exterior grade, matte finish polyester sheet with truncated dome pattern, solid color throughout, internal reinforcing of sheet and of truncated domes, integral radius cut lines on back face of tile; with factory-applied removable protective sheeting.

1. Material Properties:
a. Water Absorption: 0.20 percent, maximum, when tested in accordance with ASTM D570.
b. Slip Resistance: 0.50 minimum dry static coefficient of friction, when tested in accordance with ASTM D2047.
c. Compressive Strength: 25,000 pounds per square inch, minimum, when tested in accordance with ASTM D695.
d. Tensile Strength: 10,000 pounds per square inch, minimum, when tested in accordance with ASTM D638.
e. Flexural Strength: 25,000 pounds per square inch minimum, when tested in accordance with ASTM D790.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1726
32 1726 Tactile Warning Surfacing
01-20-2026 Page 3 of 4
f. Chemical Stain Resistance: No reaction to 1 percent hydrochloric acid, motor oil, calcium chloride, gum, soap solution, bleach, or antifreeze, when tested in accordance with ASTM D543.
g. Chemical Stain Resistance: No reaction to 1 percent hydrochloric acid, motor oil, calcium chloride, gum, soap solution, bleach, or antifreeze, when tested in accordance with ASTM D1308.
h. Abrasion Resistance: 300, minimum, when tested in accordance with ASTM C501. i. Flame Spread Index: 25, maximum, when tested in accordance with ASTM E84. j. Accelerated Weathering: Delta-E of less than 5.0 at 2,000 hours exposure, when tested in accordance with ASTM G155.
k. Adhesion: No delamination of tile prior to board failure in a temperature range of 20 to 180 degrees F, when tested in accordance with ASTM C903. l. Loading: No damage when tested according to AASHTO LRFD test method HS20. m. Salt and Spray Performance: No deterioration or other defect after 200 hours of exposure, when tested in accordance with ASTM B117.

2. Pattern: In-line pattern of truncated domes complying with ADA Standards.

3. Color: SAE AMS-STD-595, Table IV, Federal Yellow No. 33538.

2.03 ACCESSORIES
A. Fasteners: ASTM A666/A666M, Type 304 stainless steel

1. Type: Countersunk, color matched composite sleeve anchors

2. Size: 1/4 inch diameter and 1-1/2 inches long.

B. Adhesive: Type recommended and approved by surfacing tile manufacturer.

C. Sealant: Elastomeric sealant of color to match adjacent surfaces; approved by surfacing tile manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION
A. When installation location is near site boundary or property line, verify required location using property survey.

B. Verify that work area is ready to receive work:

1. If existing conditions are not as required to properly complete the work of this section, notify Architect.

2. Do not proceed with installation until deficiencies in existing conditions have been corrected.

C. Verify that dimensions, tolerances, and attachment methods for work in this section are properly coordinated with other work on site.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 1726
32 1726 Tactile Warning Surfacing
01-20-2026 Page 4 of 4

3.02 INSTALLATION, GENERAL
A. Install in accordance with manufacturer's written instructions.

1. Do not install damaged, warped, bowed, dented, abraded, or otherwise defective units.

2. Do not install when ambient or substrate temperature has been below 40 degrees F during the preceding 8 daylight hours.

B. Field Adjustment:

1. Locate relative to curb line in compliance with ATBCB PROWAG, Sections 304 and 305.

2. Orient so dome pattern is aligned with the direction of ramp.

C. Install units fully seated to substrate, square to straight edges and flat to required slope.

3.03 PROTECTION
A. Protect installed units from traffic, subsequent construction operations or other imposed loads until concrete is fully cured.

B. Touch-up, repair or replace damaged products prior to Date of Substantial Completion.

END OF SECTION 32 1726
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3119
32 3119 Decorative Metal Fences and Gates
01-20-2026 Page 1 of 4
Section 32 3119
Decorative Metal Fences and Gates
PART 1 GENERAL

1.01 WORK INCLUDED – WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO:

A. Decorative steel picket fencing system.

B. All hardware, attachments, and accessories as required to provide a complete installation.

C. Coordination of gate and fencing systems with adjacent building walls, site enclosure walls, pilasters, and all associated finishes.

1.02 RELATED WORK DESCRIBED ELSEWHERE
A. Section 03 3000 Cast-in-Place Concrete
B. Section 04 2200 Concrete Unit Masonry
C. Section 05 5000 Metal Fabrications
D. Section 09 9000 Paints and Coatings
E. Section 32 1216 Asphalt Paving
F. Section 32 1313 Concrete Paving

1.03 QUALITY ASSURANCE
A. Installer – Work to be performed only by workers thoroughly skilled and specially trained in the techniques of the manufacturer, and who are completely familiar with the published recommendations of the manufacturer and have at least three (3) years of experience installing the selected system. Installer to be approved by the manufacturer.

B. Products Requiring Electrical Connection: Listed and classified by testing firm acceptable to the authority having jurisdiction as suitable for the purpose specified and indicated.

1.04 REFERENCES -- IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS:

A. ASTM A36 - Standard Specification for Carbon Structural Steel B. ASTM A 123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3119
32 3119 Decorative Metal Fences and Gates
01-20-2026 Page 2 of 4
C. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes
D. ASTM A513 - Standard Specification for Electric-Resistance-Welded Carbon and Alloy Steel Mechanical Tubing
E. ASTM A-653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
F. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus G. ASTM F2200 - Standard Specification for Automated Vehicular Gate Construction

1.05 SUBMITTALS
A. Product Data – Submit material specifications and manufacturer’s installation instructions B. Shop Drawings to include:

1. Layout of fences and gates showing all dimensions, sizes, thickness, gauges, finishes, joining, attachments, gate operator and attachments, gate loops, and relationships to adjacent work.

2. Gate elevations indicating the Finish Grade along the length of the gate.

3. Post foundations details.

4. Gate hardware (including hinges, latches, drop bar for inactive leaf, card reader system, details, etc.).

5. Gate operator details.

C. Maintenance Data: Indicate lubrication requirements and frequency and periodic adjustments required.

1.06 PRODUCT HANDLING
A. Protection

1. Materials to be stored at the job site in a safe, dry place with all labels intact and legible at time of installation.

2. Use all means to protect materials before, during, and after installation. Do not allow products to become wet or damp.

B. Replacements: In the event of damage, including water intrusion, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

1.07 WARRANTY – UNDER PROVISIONS OF SECTION 01780.

A. Gate Operator: Provide manufacturer's 5 year 500,000 cycle warranty Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3119
32 3119 Decorative Metal Fences and Gates
01-20-2026 Page 3 of 4
PART 2PRODUCTS

2.01 MANUFACTURERS
A. All selected materials listed in this section are based on the products of Builders Fence Company (www.buildersfence.com) as a standard of quality. Substitutions shall be considered under the provisions of section 01 2500.

B. Decorative Steel Picket Fencing

1. As Shown on plans
PART 3 EXECUTION

3.01 INSPECTION
A. Inspection – Examine the areas and conditions under which gate items are to be installed, and correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected.

3.02 PREPARATION
A. Preparation – Follow manufacturer’s recommendations for installation preparations. Furnish setting drawings, diagrams, templates, instructions, and directions for installation of anchorage, such as steel column, welded angle, and miscellaneous items having integral anchors, which are to be embedded in concrete construction. Coordinate delivery of such items to project site.

Verify the gate posts are plumb and gate moves freely.

3.03 FENCING INSTALLATION
A. Fastening to In-Place Construction -- Provide anchorage devices and fasteners as required by drawings for securing miscellaneous metal fabrications to in-place construction.

B. Install system in strict accordance with manufacturer’s instructions.

C. Contractor to arrange fence posts to maximize clearance between fence posts and existing trees.

Contractor to use care when digging footings for fence posts to avoid damage to existing tree trunks and roots.

D. Cutting, Fitting, and Placement

1. Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications.

2. Set work accurately in location, alignment, and elevation, and make plumb, level, true and free from rack, measured from established lines and levels.

3. Provide temporary bracing or anchors in formwork for items, which are to be built into concrete or similar construction.

4. Fit exposed connections accurately together to form tight hairline joints.

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Job Number: 1081-03-HS24 Section 32 3119
32 3119 Decorative Metal Fences and Gates
01-20-2026 Page 4 of 4

5. Weld connections, which are not to be left as exposed joints, but cannot be shop welded because of shipping size limitations. 6.Grind exposed joints smooth, and touch up shop paint coat or galvanizing. Do not weld, cut, or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication and are intended for bolted or screwed field connections.

E. Touch-Up Painting

1. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting. Apply or brush or spray to provide minimum dry film thickness of 0.051 mm (2.0 mils).

2. At all galvanized products, clean all damaged areas and re-coat using specified galvanizing coating per manufacturer's criteria.

END OF SECTION 32 3119
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3300
32 3300 Site Furnishings
01-20-2026 Page 1 of 2
Section 32 3300
Site Furnishings
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Planters.

B. Waste receptacles.

1.02 RELATED REQUIREMENTS
A. Section 05 5000 - Metal Fabrications: Anchors to attach site furnishings to mounting surfaces.

B. Section 05 5000 - Metal Fabrications: Utilitarian concrete filled steel pipe bollards.

1.03 REFERENCE STANDARDS
A. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, ZincCoated, Welded and Seamless; 2024.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Product Data: Provide manufacturer's specifications and descriptive literature, installation instructions, and maintenance information.

1.05 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Site Furnishings.

1. Thomas Steele

2. Tournesol Site Works

2.02 SITE FURNISHINGS
A. As indicated on Materials List, Sheet LC001.

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Job Number: 1081-03-HS24 Section 32 3300
32 3300 Site Furnishings
01-20-2026 Page 2 of 2

2.03 BOLLARDS
A. Steel Pipe Bollards: Hollow steel pipe with plain shaft.

1. Shape: Round.

2. Diameter: 4 inches.

3. Height: 3'-6" inches.

4. Cap: Concrete fill rounded-off to form a smooth convex cap.

5. Materials:
a. Steel Pipe: ASTM A53/A53M, standard weight.
b. Factory Finish: Hot-dipped galvanized.

6. Mounting: In-ground.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify proper installation of mounting surfaces, preinstalled anchor bolts, and other mounting devices; and ready to receive site furnishing items.

B. See Section 05 5000 for anchors to attach site furnishings to mounting surfaces.

C. Do not begin installation until unacceptable conditions are corrected.

3.02 INSTALLATION
A. Install site furnishings in accordance with approved shop drawings, and manufacturer's installation instructions.

B. Provide level mounting surfaces for site furnishing items.

END OF SECTION 32 3300
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3313
32 3313 Site Bicycle Racks
01-20-2026 Page 1 of 2
Section 32 3313
Site Bicycle Racks
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Exterior bicycle racks.

1.02 RELATED REQUIREMENTS
A. Section 32 1313 - Concrete Paving: Mounting surface for bicycle racks.

1.03 REFERENCE STANDARDS
A. ICC-ES AC308 - Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements; 2023.

1.04 SUBMITTALS
A. See Section 01 3300 - Submittals for submittal procedures.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Exterior Bicycle Racks:

1. Peak Bicycle Racks.

2.02 BICYCLE RACKS
A. Exterior Bicycle Racks: Device allows user-provided lock to simultaneously secure one wheel and part of the frame on each bicycle parked or racked.

1. Style: Thomas Steele - U190-SF-P.

2. Mounting, Ground: Post-installed anchor.

3. Finish: Powder Coated Black, maintenance-free and weather-resistant.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 3313
32 3313 Site Bicycle Racks
01-20-2026 Page 2 of 2
PART 3 EXECUTION

3.01 EXAMINATION
A. Examine surfaces to receive bicycle racks.

B. If substrate preparation is the responsibility of another installer, notify Landscape Architect of unsatisfactory conditions before proceeding.

C. Do not begin installation until unsatisfactory conditions are corrected.

3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Install level, plumb, square, and correctly located as indicated on drawings.

C. Post-Installed Anchors: Comply with ICC-ES AC308.

3.03 CLEANING
A. Clean installed work to like-new condition. Do not use cleaning materials or methods that could damage finish.

END OF SECTION 32 3313
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 1 of 12
Section 32 8423
Irrigation System
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Pipe and fittings,emitters, bubblers, and accessories.

B. Automatic valves
C. Manual valves
D. Control system.

E. Drip Irrigation
F. Backflow prevention

1.02 DESCRIPTION
A. Provide all material, labor, equipment transportation, and services necessary for the furnishing and installation of the complete automatic sprinkler irrigation system as shown on the drawings and as specified herein. The work includes, but is not limited to:

1. Trenching, stockpiling excavation materials and refilling trenches.

2. Providing a complete system including piping, valves, fittings, backflow prevention device(s), rotors, sprinklers, automatic controls, dripline, and emitters and final adjustment of heads to ensure complete coverage.

3. Line voltage connections to all irrigation controllers; low voltage control wiring from controller to remote control valves.

4. Electrical service and hookup to automatic controller

5. Automatic controller assembly and installation.

6. Submittals, tests and as-built drawings.

7. Erosion control and repair of damage due to over watering and erosion.

8. Warranty replacement.

9. Cleanup, inspection and approval.

1.03 RELATED REQUIREMENTS
A. Section 26 0519 - Low-Voltage Electrical Power Conductors and Cables.

B. Section 26 0533.13 - Conduit for Electrical Systems.

C. Section 31 2316 - Excavation: Excavating for irrigation piping.

D. Section 31 2316.13 - Trenching: Excavating and backfilling for irrigation piping.

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Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 2 of 12
E. Section 31 2323 - Fill: Backfilling for irrigation piping.

F. Section 32 9300 - Plants

1.04 REFERENCE STANDARDS
A. ASTM D2241 - Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series); 2020.

B. ASTM D2564 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems; 2020.

C. NEMA EN 10250 - Enclosures for Electrical Equipment (1000 Volts Maximum); 2024.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

B. Controller Charts:

1. Provide one controller chart for each controller supplied. The chart shall show the area controlled by the automatic controller and shall be the maximum size that the controller door will allow.

2. The chart is to be a reduced drawing of the actual “as-built” system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a black line or blue line ozalid print and a different color shall be used to indicate the area of coverage for each station. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 10 mils. These charts shall be completed by the Contractor and approved by the Landscape Architect prior to final observation of the irrigation system.

C. Operation and Maintenance Data:

1. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturer's parts catalog.

2. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water.

D. Maintenance Materials: Provide the following for Owner's use in maintenance of project.

1. See Section 01 6000 - Product Requirements, for additional provisions.

E. Irrigation Schedule:

1. Watering schedule shall include watering times and start times for each valve. Schedule shall indicate watering times for each day of the week as applicable. The schedule shall be broken out to include seasonal adjustments.

2. Submit the Watering Schedule to the Landscape Architect for approval. The amount of water used per the irrigation schedule shall not exceed the projected water usage shown on the irrigation calculations and plans.

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Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 3 of 12

1.06 QUALITY ASSURANCE
A. Irrigation Audit: An irrigation audit shall be performed by a 3rd party inspector contracted by the City. If applicable, contractor shall rectify discrepancies that may arise.

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, storing and installation of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle that allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping.

1.08 JOB CONDITIONS
A. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect. In the event this notification is not performed, the irrigation Contractor shall assume full responsibility for any revision necessary.

1.09 SUBSTITUTIONS
A. Procedure: Submit information in conformance with the substitution requirements of Division 01, General Provisions.

B. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted.

1.10 REGULATORY REQUIREMENTS
A. Requirements of Regulatory Agencies: All work and materials shall be in full conformance with the latest rules and regulations of the California Plumbing and Electric codes.

B. Manufacturer’s Directions: Manufacturer’s directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications.

C. Underwriters Laboratories: Electrical wiring, controls, motors, and devices shall be UL listed, and so labeled.

1.11 INSTALLATION MEETINGS
A. Contractor shall be responsible for notifying the Landscape Architect or Designated Representative in advance for the following observation meetings, according to the time indicated: (Certain meetings may be grouped if prior approval is granted).

1. Coordinate one week prior to commencing work of this Section.

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Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 4 of 12

2. Pressure supply line installation and testing: 48 hours.

3. Automatic controller location: 48 hours.

4. Final site review: 7 days.

B. When observations have been conducted by other than the Landscape Architect or Designated Representative, show evidence in writing of when and by whom these observations were made.

1. Final Observation:
a. The Contractor shall operate each system in its entirety for the Landscape Architect or Designated Representative at time of final observation. Any items deemed not acceptable by the Landscape Architect or Designated Representative, or not in compliance with these specifications and drawings, shall be reworked to the complete satisfaction of the Landscape Architect or Designated Representative. b. The Contractor shall show evidence to the Landscape Architect or Designated Representative that the Owner has received all accessories, charts, record drawings, and equipment as required before final observation can occur.

1.12 COORDINATION
A. Coordinate the work with site backfilling, landscape grading and delivery of plant life.

1.13 WARRANTY
A. The warranty for the sprinkler irrigation system shall be made in accordance with the following form.

B. A copy of the warranty form shall be included in the operations and maintenance manual.

C. The warranty form shall be retyped onto the Contractor’s letterhead and contain the following information
D. WARRANTY FOR SPRINKLER IRRIGATION SYSTEM

1. We hereby warrant that the sprinkler irrigation system we have furnished and installed is free from defects in materials and work quality, and the work has been completed in accordance with the drawings and specification. We agree to repair or replace any defects in material or work quality that may develop during the period of one year from the date of acceptance, except those that may be caused by ordinary wear and tear, unusual abuse or neglect. We also agree to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense, and we will pay the costs and charges therefore upon demand.

2. PROJECT:___________________________________

3. CONTRACTOR:______________________________PHONE NO.:____________

4. ADDRESS:__________________________________BY:____________________

5. COMPANY:____________________________________________

6. DATE OF ACCEPTANCE:______________________BY:____________________ Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 5 of 12
PART 2 PRODUCTS

2.01 IRRIGATION SYSTEM
A. Manufacturers:

1. As shown on plans.

B. Substitutions: See Section 01 6000 - Product Requirements.

2.02 PIPE MATERIALS
A. Pressure and Non-Pressure Main Line Piping and Fittings: Sizes 2 1/2 inches and smaller shall be Schedule 40 PVC. Solvent welded sockets. 160 PSI.

B. Non-pressure lateral lines (buried): Shall be PVC Schedule 40.

C. Fittings: Sch 80 PVC
D. Pipe Risers at Valves: 160 psi PVC pipe.

E. Solvent Cement: ASTM D2564 for PVC pipe and fittings.

F. Sleeve Material: PVC Material per plan.

G. PVC nipples: Schedule 80 with molded threads.

H. All PVC pipe must bear the following markings:

1. Manufacturer’s name.

2. Nominal pipe size.

3. Schedule or class.

4. Pressure rating in AST (not required on drip tubing).

5. NSF (National Sanitation Foundation) approval (not required on drip tubing).

6. Date of extrusion.

2.03 OUTLETS
A. Manufacturer:

1. As indicated on the drawings.

2. Substitutions: See Division 01, General Provisions
B. Emitter: Non-clogging, self-cleaning per the model numbers shown on the drawings.

C. Tree Bubbler: Flood bubbler per the model numbers indicated on the drawings.

D. Quick Coupler: Two piece body with cover .

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 6 of 12

2.04 VALVES
A. Manufacturers:

1. As indicated on the drawings

2. Substitutions: See Division 01, General Provisions
B. Ball Valves: Plastic construction.

C. Backflow Preventers: Bronze body construction, reduced pressure zone type.

D. Backflow Enclosure: Vandal and weather resistant per plan. Size shall fit backflow preventor with minimum 6" clearance on all sides.

E. Quick Coupling Valves: Two-piece brass body construction, 150-pound class, with 1-inch female threads opening at base permitting operation with a special connecting device (coupler) designed for this purpose.

1. Coupler threads: Lug type.

2. Hinge cover: Provide with rubber-like locking N/A vinyl cover.

F. Master Valves

1. Valve Type: Spring loaded, packless diaphragm activated, normally open type with plastic body, equipped with flow control and pressure regulation capabilities where noted.

2. Valve Solenoid: 24 volt AC, 4.5 watt maximum, 500 milli-amp maximum surge, corrosion-proof, stainless steel construction, epoxy encapsulated to form a single integral unit unless otherwise noted on plans.

3. Provide bleeder valve to permit operation in the field without power at the controller.

G. Remote Control Valves

1. Valve Type: Spring loaded, packless diaphragm activated, normally closed type with plastic body, equipped with flow control and pressure regulation capabilities where noted.

2. Valve Solenoid: 24 volt AC, 4.5 watt maximum, 500 milli-amp maximum surge, corrosion-proof, stainless steel construction, epoxy encapsulated to form a single integral unit unless otherwise noted on plans.

3. Provide bleeder valve to permit operation in the field without power at the controller.

H. Valve Boxes

1. Remote control Valves: 14” x 19” of plastic material with locking cover.

2. Gate valves, ball valves and quick couplers: 10" round of plastic material with locking cover.

3. Valve box extensions shall be by the same manufacturer as the valve box.

4. Emboss, letters on valve boxes to indicate contents of valve box. (ie. GV = Gate Valve, QC = Quick Coupler, RC = Remote Control Valve, MV = Master Valve, BV = Ball Valve)

2.05 CONTROLS
A. Manufacturers:

1. As indicated on the drawings.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 7 of 12

2. Substitutions: See Division 01, General Provisions.

B. Controller:

1. Automatic weather-based "smart" controller shall support up to 24-stations per plan.

C. Controller Enclosure: The enclosure shall be of a vandal and weather resistant nature manufactured entirely of 304-grade stainless steel.

D. Flow Sensor

1. As indicated on the drawings.

2. The flow sensor shall be wired back to the irrigation controller using two shielded #14 AWG wires, one red, and one black in a dedicated run of 3/4” PVC conduit to connect to the irrigation controller. The maximum wire run between flow meter and controller shall be 2000 ft. The flow meter shall send low voltage digital pulses back to the controller and therefore all electrical connections must be waterproof and be resistant to any moisture entry.

3. Housing to be a Sch 80 polyvinyl chloride tee or bronze tee.

2.06 ELECTRICAL (LOW VOLTAGE)
A. The irrigation control wire shall be Paige P7001D sized as required for designated wire run distances per manufacturer.

B. All electrical connections must be waterproof and moisture-resistant and shall be done with 3M™ Scotchcast™ 3570G Connector Sealing Packs.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify location of existing utilities.

B. Verify that required utilities are available, in proper location, and ready for use.

3.02 PREPARATION
A. Drawings are generally diagrammatic and indicative of the work to be installed. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan accordingly, furnishing such fittings, etc., as may be required.

B. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive Architect or Designated Representative’s approval prior to proceeding with work under this section.

C. Coordinate installation of irrigation system, including pipe, so there will be NO interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 8423
32 8423 Irrigation System
01-20-2026 Page 8 of 12
The Contractor shall carefully check all grades to satisfy him/her that he may safely proceed before starting work on the irrigation system.

D. All piping or equipment shown diagrammatically on drawings outside planting areas shall be installed inside planting areas whenever possible.

E. Layout and stake locations of system components.

F. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system.

3.03 TRENCHING
A. Trench and backfill in accordance with Section 31 2316 and Section 31 2323.

B. Excavate trenches to required depths. Follow approved layout for each system.

C. Trench bottom shall be flat to ensure piping is supported continuously on an even grade.

D. Where lines occur under paved areas, consider dimension to be below the subgrade.

E. Trench Size:

1. As indicated on the drawings.

F. Maintain trenches free of debris, material, or obstructions that may damage pipe.

3.04 INSTALLATION
A. Assemblies:

1. Install pipe, valves, controls, and outlets in accordance with manufacturer's instructions.

2. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another.

3. Connect to utilities.

4. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specification pertaining to specific items required to complete work, perform such work in accordance with best standard practice, with prior approval from Landscape Architect or Designated Representative.

5. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer.

6. On PVC to metal connections, the Contractor shall work the metal connections first.

Teflon tape or approved equal shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded.

7. Quick Coupling Valves: Unless otherwise indicated, locate valves within 12 inches of hardscape.

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8. Set outlets and box covers 1 inch above finish grade in turf areas and 2 inches above finish grade in shrub planters.

9. Provide for thermal movement of components in system.

10. Use threaded nipples for risers to each outlet.

B. Electrical Supply:

1. Low voltage wiring shall be placed in the same ditch and taped on bottom side of main lines unless otherwise approved.

2. Wire is to be taped a maximum 12 feet on center.

3. Provide a minimum 12-inch expansion loop at each connection and directional change.

4. Use a continuous wire between controller and remote control valves. Except as otherwise approved, do not splice wire at any point. All approved splices shall be enclosed in an acceptable box.

C. Automatic Controller:

1. Install as per manufacturer’s instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings.

2. Controller shall be mounted inside lockable electrical cabinet.

3. Controller shall be programmed to read flows from valve stations.

4. Manufacturer's representative shall be on site for initial programming and startup of controller.

5. Contractor shall coordinate controller communication service plan, connectivity and startup with manufacturer and Owner.

D. Flow Sensor:

1. Flow sensor tee assembly shall be installed with minimum required length of unobstructed straight pipe run per manufacturer's instructions.

2. Install flow sensor wiring from flow sensor to controller. Connect wiring to flow sensor terminal at controller.

E. System Flush: After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head of water.

F. Sprinkler Heads:

1. Install the sprinkler heads as designated on the drawings and in accordance with their respective detail.

2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer.

G. Valve Boxes:

1. All buried valves and equipment shall be installed with a proper box as specified in part 2 - products.

2. Fill area under box with a minimum of 1 cubic feet of pea gravel before box is installed. a. Identification tags shall be attached to each remote control valve, showing number that corresponds with controller sequence. Tags shall be manufactured of polyurethane, yellow in color with black letters 2-3/4 inches by 2-1/4 inches. b. All boxes shall be permanently marked on top, designating type of equipment installed as noted in drawing.

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3.05 FIELD QUALITY CONTROL
A. Prior to backfilling, test system for leakage at main piping to maintain 100 psi pressure for two hours.

B. System is acceptable if no leakage or loss of pressure occurs and system self drains during test period.

C. Testing of pressure main lines shall occur prior to installation of electrical control valves, quick couplers or any other equipment that might prevent a proper test from being performed.

D. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch, and proved watertight, prior to paving.

E. If leaks develop, replace joints and repeat test until entire system is proven watertight.

F. All hydrostatic tests shall be made only in the presence of the Landscape Architect or Designated Representative of the Owner. No pipe shall be completely backfilled until it has been inspected, tested and approved in writing.

G. Furnish necessary force pump and all other test equipment.

H. Upon completion of each phase of work, entire system shall be tested and adjusted to meet site requirements.

I. Low voltage wire under paving shall be tested for continuity, prior to paving.

3.06 BACKFILLING
A. Backfill trench and compact to specified subgrade elevation. Protect piping from displacement.

B. Buried pipe in trenches shall be center loaded only until all required tests are performed.

Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities.

C. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 inch in size will be permitted in the initial backfill.

D. Flooding of trenches will be permitted only with approval of the Landscape Architect or Designated Representative.

E. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the Owner.

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3.07 TEMPORARY REPAIRS
A. The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the warranty as herein specified.

3.08 SYSTEM STARTUP
A. Prepare and start system in accordance with manufacturer's instructions.

B. Adjust control system to achieve time cycles required.

3.09 MAINTENANCE
A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting.

B. The Landscape Architect or Designated Representative reserves the right to waive or shorten the operation period.

3.10 CLEANUP
A. Cleanup shall be performed as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained to the work of others shall be repaired and work returned to its original condition.

3.11 OPERATING INSTRUCTIONS
A. The Contractor shall be required to train Owner’s maintenance personnel in proper operation of all major equipment. Provide written evidence of the person or persons so trained to the Landscape Architect or Designated Representative.

3.12 CLOSEOUT ACTIVITIES
A. Instruct Owner's personnel in operation and maintenance of system. Use operation and maintenance material as basis for demonstration.

3.13 MAINTENANCE
A. See Section 01 7000 - Execution and Closeout Requirements, for additional requirements relating to maintenance service.

END OF SECTION 32 8423
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Section 32 9300
Plants
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Preparation of subsoil and topsoil.

B. Topsoil bedding.

C. New trees, plants, and ground cover.

D. Mulch and Fertilizer.

E. Warranty Replacement
F. Tree Pruning.

1.02 RELATED REQUIREMENTS
A. Section 31 2200 - Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this section.

B. Section 32 8200 - Irrigation
C. Section 32 0190 - Operation and Maintenance of Planting: Post-occupancy maintenance.

1.03 DEFINITIONS
A. Weeds: Any plant life not specified or scheduled.

B. Plants: Living trees, plants, and ground cover specified in this Section , and described in ANSI Z60.1.

1.04 REFERENCE STANDARDS
A. ANSI/AHIA Z60.2 - American Standard for Nursery Stock; 2025.

B. ANSI A300 Part 1 - American National Standard for Tree Care Operations - Tree, Shrub, and Other Woody Plant Management - Standard Practices (Pruning); 2017.

1.05 SUBMITTALS
A. See Section 01 3300 - Submittals, for submittal procedures.

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B. Submit list of plant life sources.

C. Submit purchase invoices from nurseries for review.

D. Samples: Submit the following to the Owner for acceptance:

1. Soil Separator: One square foot minimum, accompanied by product data.

2. Drain Rock: One-half cubic foot.

3. Wood Bark Mulch: One-half cubic foot.

4. Root Control Barrier: One square foot sample panel, accompanied by product data.

E. Product Data: Submit the following product information to the Owner for acceptance:

1. Tree Staking Materials: Manufacturer's literature.

2. Herbicides: Schedule for application of herbicides must be approved by the Owner.

F. Test Reports: Soil tests shall be performed by a certified soils analyst by the state of California.

Provide the following tests and submit the results to the Owner:

1. Existing Site Soil: Provide two separate tests at distinctly separate on-site locations, for agricultural suitability, fertility, particle size analysis; including recommendations for soil amendment, and fertilization during the maintenance period.

2. Import Soil: Submit test reports of representative sample(s) for approval prior to delivery and for every 100 yards delivered to the site. Test for agricultural suitability, fertility, particle size analysis; including recommendations for soil amendment, and fertilization during the maintenance period.

3. Organic Amendments, Fir Bark: Test for partial organic amendment evaluation.

4. All Other Fertilizers and Amendments: For standard products, submit manufacturer's analysis. For all other products, submit analysis by testing laboratory.

G. Soil Mix - Planters: Submit cut-sheets of each accepted planter soil mix component and oneounce samples of the fertilizers to the Inspector.

1.06 QUALITY ASSURANCE
A. Testing Laboratory: Recognized laboratory for soil and plant disease analysis for ornamental horticulture, approved by the Inspector. Testing laboratory is to perform all work in accordance with the current methods of the Association of Official Agricultural Chemists.

B. Tree Pruning: Comply with ANSI A300 Part 1.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. Store fertilizers and amendments, bark mulch, soil mixes, and other materials which could stain concrete and similar surfaces in such a manner that staining does not occur.

B. Plants: Maintain all plant material in a healthy growing condition prior to and during planting operations. Protect plants at all times from sun and drying winds. Plants that cannot be planted immediately upon delivery shall be kept in the shade, well protected and watered. Plant material delivered to the site must be planted within 3 days of site delivery. Plants that cannot Job Name: Arneill Road Affordable Housing
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be installed on this work schedule shall be returned to the grower until installation requirements can be met.

1.08 SUBSTITUTIONS, ADDITIONS, DELETIONS
A. General: Submit proposals for substitutions in accordance with the requirements of Division 1 Specification Sections. Acceptance by the Inspector is required prior to proceeding with the work under this Section.

B. The Landscape Architect reserves the right to substitute plant material of sizes equal to material specified, as the work progresses, at no additional cost to the Owner.

C. When requesting substitutions for plant material, the Contractor shall provide the Landscape Architect with the following:

1. Contact information for nurseries Contractor was unable to obtain plant material.

Minimum of three are required.

2. Three (3) alternate plant suggestions as part of the initial request. Provide foliage/flower color, growth habit, and sunset zone of each.

3. Substitution requests which do not include the above requirements will be denied until requirements have been met.

1.09 FIELD CONDITIONS
A. General: Become familiar with the anticipated growing conditions prior to commencement of work. Notify the Inspector immediately in writing of any conditions, which will prevent the proper execution of the warranty responsibilities specified. Failure to so notify the Inspector constitutes acceptance of the growing conditions. Any removal, repair or replacement of plant material required by unsuitable conditions found after work has begun shall be done at no additional cost to the Owner.

B. Do not install plant life when ambient temperatures may drop below 35 degrees F or rise above 90 degrees F.

C. Do not install plant life when wind velocity exceeds 30 mph.

1.10 WARRANTY
A. Plant Material: Warrant that all trees under this Contract will be vigorous, healthy, free of dead or dying branches and branch tips, bearing foliage of normal density and color, and will otherwise comply with the requirements of this Section, for a period of one year from date of Final Acceptance. Any delay in completion of planting operations which extends the planting into more than one growing season shall extend the warranty period correspondingly.

B. Replacements: Without cost to the Owner, in a timely manner and as directed by the Inspector, replace all plants not meeting the requirements above throughout the course of the warranty period. Replacements shall closely match adjacent specimens of the same species in size and shall comply with all requirements of this specification.

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C. Species: Replace all plant material determined by the Owner within two years following the final acceptance of the project, to be untrue to the species, clone and/or variety specified, to the equal condition of adjacent plants at the time of replacement, at no additional cost to the Owner.

PART 2 PRODUCTS

2.01 PLANTS
A. Trees, Plants, and Ground Cover: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the Work.

1. Size:
a. Plants shall conform to measurements specified. Measure plants when branches are in their normal position. Height and spread dimensions specified refer to the main body of plant and not branch tip to tip. Take caliper measurements at a point on the trunk 6 inches above natural ground line for trees up to 4 inches in caliper, and at a point 12 inches above the natural ground line for trees over 4 inches in caliper. b. The measurements specified are the measurements after pruning, where pruning is required. Plants that meet the measurements specified, but do not possess a normal balance between height, spread, and caliper, shall be rejected. c. Plants larger than specified may be used if approved by the Owner, and if provided at no additional cost to the Owner. If larger plants are approved, the root ball shall be increased in proportion to the size of the plant; irrigation system shall also be adjusted as required to accommodate larger plants.

B. Acclimatization: The General Contractor is responsible for supplying plant material that has been properly acclimated and conditioned, in accordance with good horticultural practices, for the exposure, wind and humidity levels, soil conditions, etc., encountered at the project site and in the proposed plant location.

C. Coordination: The Contractor shall coordinate his acclimatization schedule with the Owner as to allow an adequate conditioning period for the plant material prior to the approved date of planting commencement. Notify the Owner in writing prior to proceeding with any acclimatization work if approved work schedule allows insufficient time to acclimate the material.

D. Quality: Plants shall be superior in form, compactness and symmetry; sound, healthy and vigorous, well branched and densely foliated when in leaf; free of disease, insect pests, eggs or larvae, and free from physical damage or adverse conditions that would prevent thriving growth.

E. Species: Tag one of each plant prior to delivery to the site; label with genus, species and variety. Any plants not so identified will be subject to rejection by the Owner. Plants may be cross referenced with nurseries invoice at the discretion of the Landscape Architect.

F. Root Ball:

1. Do not supply any bare root or ball and burlapped stock unless approved by the Owner.

2. Sizes: As specified on the plans. Where no root ball dimensions have been specified, supply material in container sizes specified.

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3. Material: Root ball shall consist of a soil or soil mix that is compatible with the soil or soil mix into which the plant will be planted, and that provides for thorough drainage, aeration, and adequate moisture and nutrient retention. Having sufficient density and firmness that when planted, the plant will stand upright and stable without need for additional support.

4. Containers: All plant material shall have been grown in the containers in which delivered for at least six months, but not over two years. Stock appearing to not have been in their containers for this term shall be rejected.

5. Root Pruning: Where root pruning is required to provide material of the specified size, or for planting in the sloped containers, the pruning is to be done under the direction of a Certified Arborist. No root pruning is to be done within one year of installation unless approved by the Owner.

G. Trunks and Branches: Do not prune plants before delivery. All trunks are to be straight and of uniform taper, larger at the bottom unless otherwise specified. Plants with damaged or crooked leaders, or multiple leaders, unless specified, will be rejected. Plants with abrasions of the bark, sun scalds, disfiguring knots, or fresh cuts of limbs over 3/4 inch, which have not completely callused, will be rejected. Any plant unable to stand upright without support will be rejected.

2.02 SOIL MATERIALS
A. Soil Management Report: Contractor to furnish a Soil Management Report as required by the State of California's Model Water Efficient Landscape Ordinance (Title 23, Section 492.5). The soil analysis shall include the following testing parameters:

1. Soil texture

2. Infiltration rate determined by laboratory test or soil texture infiltration rate table

3. pH

4. Total soluble salts

5. Sodium

6. Percent organic matter; and

7. Recommendations
B. General: All soils to be used in areas to be planted on the project shall be free of rocks over one inch in diameter, and free of foreign debris. Soil shall be free from sub-base/aggregate, refuse, plants or roots, clods, weeds, viable weed seeds, sticks, solvents, petroleum products, concrete, base rock, or other deleterious or extraneous material. Soil shall be free of soil-borne diseases, and capable of sustaining healthy plant life.

C. Imported Topsoil:

1. Topsoil shall be fertile, friable soil of loamy character, containing an amount of organic matter normal to the region. All imported topsoil used on the job shall be from the same source.
a. Make all arrangements for obtaining and testing imported topsoil. Submit test reports of a representative sample of the proposed supply for approval by the Owner well in advance of its scheduled delivery to the site. The approved sample will establish the standards to which all imported topsoil used on the job must conform. b. Transport imported topsoil directly from source to final position. If stockpiling is required, locations and amounts of stockpiles will be designated by the Owner.

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c. The Owner reserves the right to take additional samples of imported topsoil at the site. If subsequent testing proves material to be at variance with the approved sample, remove rejected soil from the site and replace immediately at no additional cost to the Owner.

D. Bioswale Soil Mix:

1. Imported Mix comprising of the following unless required otherwise by the local jurisdiction:
a. Soil mix shall be made up of 65% sand meeting ASTM-C33 for fine aggregate, 20% sandy loam, and 15% high quality compost meeting the requirements listed below. 1) Compost for Bioretention soils shall be analyzed by an accredited lab using #200, 1/4 inch, 1/2 inch, and 1 inch sieves ASTM D 422 or as approved by the local municipality. Sieve analysis shall meet the requirements listed below:

Sieve Size Percent
Passing (By Weight)
Min. Max.

SAND:
3/8" 100 100
No. 4 90 100
No. 8 70 100
No. 16 40 95
No. 30 15 70
No. 40 5 55
No. 100 0 15
No. 200 0 5

COMPOST
1" 99 100
1/2" 90 100
1/4" 40 90
No. 200 2 10
b. Materials shall be mechanically blended using a high-speed shredder apparatus and stored on a clean asphalt pad or approved equal. The material shall be tested to prove infiltration rates greater than 5 inches per hour.

E. Existing On-Site Soils: Existing site soils shall be amended per the recommendations of the approved soils testing laboratory. The following soil amendments and fertilizers are to be used FOR BIDDING PURPOSES ONLY.

1. Site Soil: Top 6 inches of site soil shall be amended with following blend of amendments per 1000 square feet.

Amount Ingredient
6 cubic yards Nitrogen Stabilized 0” - 1/4” Fir Bark
15 lbs 12-12-12 Commercial Fertilizer as
approved
15 lbs Soil Sulfur
100 lbs Agricultural Gypsum
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2. Backfill Mix (on-grade locations): Amend site soil as follows per cubic yard.

Amount Ingredient
3/5 cubic yard Surface Soil
2/5 cubic yard Nitrogen Stabilized 0” to 1/4” Fir Bark
1 lb 12-12-12 Commercial Fertilizer as
Specified
2 lbs Iron Sulfate as Specified
10 lbs Agricultural Gypsum

3. Additional Amendments: Soil amendment recommendations will vary for planting areas if imported topsoil is required to establish finish grade. Provide all additional amendments as may be required by subsequent soil testing of approved imported topsoil and as directed by the Inspector.

2.03 SOIL AMENDMENT MATERIALS
A. Nitrogen Stabilized Fir Bark On-Grade: Meeting the following specifications:

1. Particle Size (dry weight basis):

Sieve Size Percent Passing

6.35 mm (1/4 inch) 95 - 100

2.38 mm (No. 8, 8 mesh) 50 - 80
500 micron (No. 35, 32 mesh) 0 - 25

2. Organic Content: Determined by ash analysis. Minimum 92% based on dry weight.

3. Nitrogen: Minimum 0.8% nitrogen based on dry weight.

4. Salinity: Maximum saturation extract conductivity 3.5 millimhos per cm at 25 degrees centigrade.

5. Iron: Minimum 0.08% dilute acid soluble Fe based dry weight, if iron treated.

6. Bulk Density: 400 pounds per cubic yard.

B. Fertilizer: Containing fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil, as indicated in analysis.

1. Fertilizers shall be approved by the Organic Materials Review Institute (OMRI).

2. Contractor shall obtain Owner's written approval of proposed fertilizer(s) prior to use.

C. Water: Clean, fresh, and free of substances or matter that could inhibit vigorous growth of plants.

D. Pre-Emergent Herbicide: For all on-grade ground cover and shrub areas, provide "Surflan A.S." as manufactured by Elanco Products Co., Indianapolis, IN, with no acceptable substitutions. Apply per manufacturer's instructions.

2.04 MULCH MATERIALS
A. Wood Mulching Material: Walk-on bark mulch, free of growth or germination inhibiting ingredients. Mulch shall have been baked to remove unwanted seed growth.

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B. Bioswale Planter Mulching Material: Topdress bioswale planter areas with compost per 2.02C listed above. Provide 3" layer of decorative 2-3" cobble as approved.

2.05 ACCESSORIES
A. Soil Separator: Soil Separator: Dewitt Sunbelt 3.2oz installed per manufacturer specifications.

B. Stakes: Softwood lumber, pointed end.

1. Lodgepole stakes. Length as required to meet dimensions required per plans.

C. Root Control Barrier: "Deep Root Control Barrier", stock number UB24-2 as manufactured by Deep Root Corp., 15040 Golden West Circle, Westminister, CA 92683 (714) 898-0563, or approved equal.

2.06 SOURCE QUALITY CONTROL
A. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt and organic matter; pH value and any deficiencies.

B. Submit minimum 10 oz sample of topsoil proposed. Forward sample to testing laboratory in sealed containers to prevent contamination.

C. Testing is not required if recent tests are available for imported topsoil. Submit these test results to the testing laboratory for approval. Indicate, by test results, information necessary to determine suitability.

PART 3 EXECUTION

3.01 ORDERING, REVIEW AND ACCEPTANCE OF PLANT MATERIAL
A. Ordering:

1. Within 30 days after award of contract, submit written certification to the Owner of the quantity and species of plant material ordered, and the nursery(s) supplying the material.

2. The Contractor is responsible for providing all plant material in the quantities and sizes specified on the drawings, and for making all arrangements in advance that may be required to obtain these materials. If any material specified will be unavailable at the time of planting, submit written verification to the Owner along with the bid.

B. Review of Plant Material: Before planting operations begin, all plant materials shall be reviewed for conformance to the design intent of the Contract Documents by the Owner or Landscape Architect. Submit written request for review of plant material at least 10 days prior to commencement of planting operations. Review by the Owner or Landscape Architect does not waive the right of rejection during planting or any time thereafter.

C. Rejection of Material: The Owner reserves the right to review and reject plant material at any time, and at the place of growth, for nonconformance to the Specifications. Do not install plant material, which has not been reviewed at the project site by the Owner.

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3.02 EXAMINATION
A. Verify that prepared subsoil and planters are ready to receive work.

B. Saturate soil with water to test drainage.

C. Verify that required underground utilities are available, in proper location, and ready for use.

3.03 GRADING
A. General: All areas to be planted on the project shall be free of rocks over one inch in diameter to a depth of 8” minimum below finish grade, and free of foreign debris, subsoil, refuse, plants or roots, clods, weeds, sticks, solvents, petroleum products, concrete, base rock, or other deleterious or extraneous material. Areas to be planted shall be free of soil-borne diseases and capable of sustaining healthy plant life. Do all work necessary to bring site soil, import soil and planter backfill to compliance with these requirements. Remove from the project site and dispose of in a legal manner any soils and material not meeting these requirements. Subject to acceptance of the Owner, all soil and material not meeting these requirements shall be the property of the Contractor.

1. Surface Drainage: Contractor is responsible for proper surface drainage of planted areas.

Report in writing to the Owner any discrepancies in the Contract Documents, obstructions on the site, or any other conditions, which the Contractor feels prevent establishing proper drainage, and obtain the Inspector's instructions prior to proceeding with the work affected.

2. Final Contouring:
a. Handle and place the soil to depths required. Remove all rocks and clods over one inch in diameter. Provide for surface drainage and cut all necessary drain swales. b. Work soil sufficiently so that after rolling and after full settlement has occurred, the site will be graded to within ±0.10 of a foot from the lines, grades and elevations shown, and as may be directed by the Inspector. Finished surface shall be smooth and uniform and shall be free of depressions that retain standing water or any surface irregularities that would impede proper drainage. Unless otherwise noted, all soil finish grades shall be 2 inches below finish grade of adjacent walks, pavements and curbs, and top of wall elevations.

3. Erosion Repair: Repair all erosion damage that occurs until Final Acceptance. Take all measures necessary to prevent erosion occurring during work under this Section. Provide and amend replacement soil in accordance with this Section.

3.04 PREPARATION OF SUBSOIL
A. Amend subsoil as indicated in analysis.

B. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes into level areas.

C. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil.

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D. Scarify subsoil to a depth of 3 inches where plants are to be placed. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subsoil.

E. Dig plant pits and beds twice the size of the rootball as directed per the drawings.

3.05 PLACING TOPSOIL - NON BIOSWALE PLANTERS
A. Spread topsoil to a minimum depth of 6 inches over area to be planted. Rake smooth.

B. Place topsoil during dry weather and on dry unfrozen subgrade.

C. Remove vegetable matter and foreign non-organic material from topsoil while spreading.

D. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage.

E. Install topsoil into pits and beds intended for plant root balls, to a minimum thickness of 6 inches.

F. Place topsoil mix to the depths specified to obtain finish grades shown on the drawings. Soil mix shall be handled in a manner so as to prevent segregation of ingredients. Thoroughly water planter backfill mix after placement to compact and settle mix.

3.06 PLACING TOPSOIL - BIOSWALE PLANTERS
A. Spread bioswale soil mix over permeable rock subbase to depths indicated within limits shown per plans. 18" depth of bioswale mix shall be utilized if no detail is provided.

B. Verify permeability of soil media meets a minimum of 5 ft/second by running flood test through media.

C. Remove vegetable matter and foreign debris from topsoil D. Grade topsoil to match grades provided on plans.

3.07 FERTILIZING
A. Apply fertilizer in accordance with manufacturer's instructions.

B. Apply after initial raking of topsoil.

C. Mix thoroughly into upper 2 inches of topsoil.

D. Lightly water to aid the dissipation of fertilizer.

3.08 EXCAVATION OF PLANTING PITS ON-GRADE
A. General: Excavate plant pits by hand or with a backhoe; use of augers will not be permitted.

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any glazed surfaces. Excavate container-grown tree, shrub, and vine holes to the following dimensions:

1. 1, 5, and 15-gallon containers: Two times the size of the root ball in width and depth.

2. 24-inch boxes and larger: Two times the size of the root ball in width and 6" beyond root ball in depth.

3. Excess Soil: Transport and dispose of off-site in a legal manner any excess excavated soil.

4. Obstructions: If rocks, underground construction work, tree roots or other unknown obstructions are encountered in the excavation of plant holes, alternate locations may be selected by Owner. Report all such conditions in writing to the Owner. If a change in the location of the planting pit is unacceptable to the Owner, the original planting pit shall be over-excavated to remove the obstructions to a minimum dimension of 12” beyond the sides and bottom of the tree pit as typically specified. Obtain the Owner's instructions prior to proceeding with the work affected.