Attachment 2 - Plans and Specifications — Camarillo City Council, June 10, 2026 (part 4 of 11)

3.09 DETRIMENTAL SOILS AND DRAINAGE
A. General: Prior to planting, test drain all planting areas as follows:

1. On-Grade Plant Pits: Fill with 12 inches of water. Water should drain completely in 48 hours.

2. Plant Beds: Irrigate until soil is saturated. Saturated condition should not remain after 24 hours.

B. Failure of Drainage Test: report in writing to the Owner all areas not passing these tests and all soil conditions that the Contractor considers detrimental to growth of plant material. State condition and proposal and cost estimate for correcting the condition. Obtain the Owner's instructions prior to proceeding with the work affected. Repeat drainage testing and correction of conditions in this manner as necessary until tests are passed. Failure to perform drainage tests and/or to notify the Owner in writing of the conditions specified above renders the Contractor responsible for all plant failure that occurs as a result of inadequate drainage or detrimental soil conditions, as determined by the Owner.

3.10 PLANTING
A. General: Do not plant any material that has not been reviewed by the Inspector upon delivery to the project site or that has been rejected for any reason. Do not plant under unfavorable weather conditions.

B. Place plants for best appearance.

C. Set plants vertical.

D. Remove non-biodegradable root containers. After removing plants from their containers, disentangle any small roots that encircle the container. Do not cut or otherwise disturb the root ball. Inspect all plants for rootbound condition; do not install rootbound plants or plants found to have cracked or broken root balls when taken from the container.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 9300
32 9300 Plants
01-20-2026 Page 12 of 14
E. Care should be exercised to prevent damage or breakage to limbs, and ropes or other lines should not be allowed to damage bark.

1. Container Stock:
a. General: Do not lift or handle container plants by tops, stems, or trunks at any time. b. Boxed Stock: Remove bottom of box prior to placement of plant in planting pit. Cut bands and remove box sides just prior to backfilling.
c. Canned Stock: Remove canned stock carefully after cans have been cut on two sides with acceptable cutter. Do not use spade to cut cans.
d. Ball and Burlap Stock: Dig ball and burlap (B & B) plants with firm balls of earth of diameter not less than that recommended by the American Standard for Nursery Stock, and of sufficient depth to include the fibrous and feeder roots. Plants moved with ball will not be accepted if the ball is cracked or broken before or during planting operations.

F. Set plants in pits or beds, partly filled with prepared plant mix, at a minimum depth of 6 inches under each plant. Remove burlap, ropes, and wires, from the root ball.

G. Place bare root plant materials so roots lie in a natural position. Backfill soil mixture in 6 inch layers. Maintain plant life in vertical position.

H. Saturate soil with water when the pit or bed is half full of topsoil and again when full.

I. Top-dress Fertilizing On-Grade: When plant installation is complete, fertilize all planting areas (excluding lawn areas) with top-dress fertilizer at the rate of 4 lbs. per 100 square feet.

J. Anti-Desiccant: At Contractor's option, spray all evergreen and deciduous plant material in full leaf with anti-desiccant, in accordance with manufacturer's instructions. Apply an adequate film over trunks, branches, twigs and foliage. Take precautions as necessary to prevent damage, particularly from sun scald.

K. Mulching: Mulch all planting areas (excluding lawn areas) with 3 inch layer of wood bark mulch unless otherwise shown. Spread mulch uniformly to form a smooth cover free of bare spots and mounds.

1. Settlement: As shown on the drawings, the crowns of all plants shall be at least 1/2 inch above the surrounding grade after all settlement has occurred.

3.11 GROUND COVER PLANTING
A. Pre-emergent herbicide Application On-Grade Only: Apply pre-emergent herbicide, Surflan A.S. at the rate of 5-1/3 pounds per acre applied in 25 gallons of water to all on-grade locations.

Apply before wood bark mulch application.

B. Planting: Plant ground cover plants through wood bark mulch at the specified triangular spacings. Make planting hole with a hand mattock avoiding mixing surface applied herbicide into planting hole.

1. Activation of Herbicide On-Grade Only: After planting, irrigate with at least one inch of water to activate the herbicide. Water areas carefully taking care to avoid erosion. Repair Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 32 9300
32 9300 Plants
01-20-2026 Page 13 of 14
erosion occurring from careless watering immediately. Remove, repair and replace adjacent planting and soil damaged by careless watering and translocation of herbicide.

3.12 LAYOUT OF PLANT MATERIAL
A. General: The Owner will review for conformance to the design intent of the Contract Documents locations of all plants in the field prior to planting. Notify the Owner and schedule layout review sufficiently in advance of planting to allow for review and adjustment without disrupting construction schedule.

B. Adjustments: The Owner reserves the right to make minor adjustments in the layout of all plant material; adjust irrigation system as necessary.

3.13 PLANT SUPPORT
A. General: Complete staking and guying immediately after planting. Perform in accordance with reference standards, unless otherwise shown on the drawings or directed by the Owner.

Securely stake or guy all trees planted on the site using staking or guying type shown on the drawings. The Owner reserves the right to make modifications to staking and guying procedures as required to accommodate field conditions at no additional cost to the Owner.

1. Staking: Stake trees as shown on the drawings.

3.14 PRUNING
A. Prune plants only at the direction of the Owner and according to reference standards to preserve the natural character of the plant. Remove all dead wood, suckers and broken or badly bruised branches. Remove sucker basal and lateral growth to prevent resprouting; retain normal side branching. Use only disinfected, sharp tools. Improperly pruned trees will be subject to rejection by the Owner.

B. Prune trees as recommended in ANSI A300 Part 1.

C. Prune newly planted trees as required to remove dead, broken, and split branches.

3.15 FIELD QUALITY CONTROL
A. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting.

B. Deficient Soils: Remove all soils determined by the Owner to be deficient and provide all additional amendments as directed to modify deficient soils at no additional cost to the Owner.

3.16 MAINTENANCE
A. See Section 32 0190 - Operation and Maintenance of Planting for post-occupancy maintenance.

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Job Number: 1081-03-HS24 Section 32 9300
32 9300 Plants
01-20-2026 Page 14 of 14

3.17 CLEANUP
A. Sweep site clean of all excess materials used in these operations. Excess soils shall be swept up and removed off site. Do not wash excess materials into adjacent drainage facilities.

END OF SECTION 32 9300
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0110.58
33 0110.58 Disinfection of Water Utility Piping Systems 01-20-2026 Page 1 of 4
Section 33 0110.58
Disinfection of Water Utility Piping Systems
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Disinfection of site domestic water lines and site fire water lines specified in Section 33 1416.

1.02 RELATED REQUIREMENTS
A. Section 33 1416 - Site Water Utility Distribution Piping.

1.03 REFERENCE STANDARDS
A. AWWA B300 - Hypochlorites; 2011.

B. AWWA C651 - Disinfecting Water Mains; 2005.

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

B. Test Reports: Indicate results comparative to specified requirements.

C. Certificate: Certify that cleanliness of water distribution system meets or exceeds specified requirements.

D. Disinfection report:

1. Type and form of disinfectant used.

2. Date and time of disinfectant injection start and time of completion.

3. Test locations.

4. Initial and 24 hour disinfectant residuals (quantity in treated water) in ppm for each outlet tested.

5. Date and time of flushing start and completion.

6. Disinfectant residual after flushing in ppm for each outlet tested.

E. Bacteriological report:

1. Date issued, project name, and testing laboratory name, address, and telephone number.

2. Time and date of water sample collection.

3. Name of person collecting samples.

4. Test locations.

5. Initial and 24 hour disinfectant residuals in ppm for each outlet tested.

6. Coliform bacteria test results for each outlet tested.

7. Certification that water complies, or fails to comply, with bacterial standards of ________.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0110.58
33 0110.58 Disinfection of Water Utility Piping Systems 01-20-2026 Page 2 of 4

1.05 QUALITY ASSURANCE
A. Water Treatment Firm: Company specializing in disinfecting potable water systems specified in this Section with minimum three years documented experience.

B. Testing Firm: Company specializing in testing potable water systems, certified by governing authorities of California.

C. Submit bacteriologist's signature and authority associated with testing.

PART 2 PRODUCTS

2.01 DISINFECTION CHEMICALS
A. Chemicals: AWWA B300 Hypochlorite, AWWA B301 Liquid Chlorine, AWWA B302 Ammonium Sulfate, and AWWA B303 Sodium Chlorite.

PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that piping system has been cleaned, inspected , and pressure tested.

B. Schedule disinfecting activity to coordinate with start-up, testing, adjusting and balancing, demonstration procedures, including related systems.

3.02 DISINFECTION
A. Use method prescribed by the applicable state or local codes, or health authority or water purveyor having jurisdiction, or in the absence of any of these follow AWWA C651.

B. Provide and attach equipment required to perform the work.

C. Inject treatment disinfectant into piping system.

D. Maintain disinfectant in system for 24 hours.

E. Flush, circulate, and clean until required cleanliness is achieved; use municipal domestic water.

F. Replace permanent system devices removed for disinfection.

3.03 FIELD QUALITY CONTROL
A. Perform field inspection and testing in accordance with Section 01 4000.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0110.58
33 0110.58 Disinfection of Water Utility Piping Systems 01-20-2026 Page 3 of 4
B. Test samples in accordance with AWWA C651.

END OF SECTION 33 0110.58
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0110.58
33 0110.58 Disinfection of Water Utility Piping Systems 01-20-2026 Page 4 of 4
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0561
33 0561 Concrete Manholes
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Section 33 0561
Concrete Manholes
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Modular precast concrete manhole sections with tongue-and-groove joints with masonry transition to lid frame, covers, anchorage, and accessories.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete.

B. Section 31 2323-Fill.

C. Section 33 3113-Site Sanitary Sewerage Gravity Piping.

D. Section 33 4211-Stormwater Gravity Piping.

1.03 REFERENCE STANDARDS
A. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016.

B. ASTM C478/C478M - Standard Specification for Circular Precast Reinforced Concrete Manhole Sections; 2020.

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

D. ASTM C923 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals; 2018.

E. ASTM C923M - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals (Metric); 2018.

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

B. Shop Drawings: Indicate manhole locations, elevations, piping sizes and elevations of penetrations.

C. Manufacturer's Qualification Statement.

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Job Number: 1081-03-HS24 Section 33 0561
33 0561 Concrete Manholes
01-20-2026 Page 2 of 4

1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years documented experience.

1.06 FIELD CONDITIONS
A. Cold and Hot Weather Requirements: Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent.

PART 2 PRODUCTS

2.01 MATERIALS
A. Manhole Sections: Reinforced precast concrete in accordance with ASTM C478 (ASTM C478M), with resilient connectors complying with ASTM C923 (ASTM C923M). Manhole Sections shall comply with City of Camarillo Sanitation District Standards and Specifications.

B. Concrete Reinforcement: As specified in Section 03 3000.

2.02 COMPONENTS
A. Lid and frame per City of Camarillo Sanitation District Standards and Specifications.

2.03 CONFIGURATION
A. Shaft Construction: Concentric with eccentric cone top section; lipped male/female dry joints; sleeved to receive pipe sections. Construction per City of Camarillo Sanitation District Standards and Specifications.

B. Shape: Cylindrical. shape per City of Camarillo Sanitation District Standards and Specifications.

C. Clear Inside Dimensions: 48 inches diameter per City of Camarillo Sanitation District Standards and Specifications.

D. Design Depth: As indicated on plans and per City of Camarillo Sanitation District Standards and Specifications.

E. Clear Lid Opening: 24 inches in diameter per City of Camarillo Sanitation District Standards and Specifications.

F. Pipe Entry: Provide openings as indicated on plans and per City of Camarillo Sanitation District Standards and Specifications..

G. Steps: 12 inches wide, 16 inches on center vertically, set into manhole wall.

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Job Number: 1081-03-HS24 Section 33 0561
33 0561 Concrete Manholes
01-20-2026 Page 3 of 4
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify items provided by other sections of Work are properly sized and located.

B. Verify that built-in items are in proper location, and ready for roughing into Work.

C. Verify excavation for manholes is correct.

3.02 PREPARATION
A. Coordinate placement of inlet and outlet pipe or duct sleeves required by other sections.

3.03 MANHOLES
A. Place concrete base pad, trowel top surface level.

B. Place manhole sections plumb and level, trim to correct elevations, anchor to base pad.

C. Cut and fit for pipe.

D. Grout base of shaft sections to achieve slope to exit piping. Trowel smooth. Contour as required.

E. Set cover frames and covers level without tipping, to correct elevations.

F. Coordinate with other sections of work to provide correct size, shape, and location.

3.04 SCHEDULES
A. Storm Sewer Manholes: Precast concrete sections, galvanized steel steps, 48 inch inside dimension, to depth indicated, with bolted lid.

END OF SECTION 33 0561
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 0561
33 0561 Concrete Manholes
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 1 of 6
Section 33 1416
Site Water Utility Distribution Piping
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Water pipe for site conveyance lines.

B. Pipe valves.

C. Pipe and fittings for site water lines including domestic water line.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Concrete for thrust restraints.

B. Section 31 2316.13 - Trenching: Excavating, bedding, and backfilling.

C. Section 33 0110.58 - Disinfection of Water Utility Piping Systems: Disinfection of site service utility water piping.

D. Section 33 0561 - Concrete Manholes.

1.03 REFERENCE STANDARDS
A. ASTM B88 - Standard Specification for Seamless Copper Water Tube; 2022.

B. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120; 2021a.

C. ASTM D2466 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40; 2021.

D. ASTM D2467 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80; 2020.

E. ASTM D2855 - Standard Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets; 2020.

F. ASTM D3139 - Standard Specification for Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals; 2019.

G. AWWA C500 - Metal-Seated Gate Valves for Water Supply Service; 2019.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 2 of 6
H. AWWA C504 - Rubber-Seated Butterfly Valves; 2015.

I. AWWA C509 - Resilient-Seated Gate Valves for Water Supply Service; 2015.

J. AWWA C600 - Installation of Ductile-Iron Mains and Their Appurtenances; 2017.

K. AWWA C800 - Underground Service Line Valves and Fittings; 2021.

L. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. through 60 In. (100 mm through 1500 mm); 2022.

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

B. Product Data: Provide data on pipe materials, pipe fittings, valves and accessories.

C. Project Record Documents: Record actual locations of piping mains, valves, connections, thrust restraints, and invert elevations. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities.

1.05 QUALITY ASSURANCE
A. Perform Work in accordance with utility company requirements and the City of Camarillo Standards and Specifications.

B. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store valves in shipping containers with labeling in place.

PART 2 PRODUCTS

2.01 WATER PIPE
A. Manufacturers:

1. As specified on the approved drawings

2. Substitutions: See Section 01 6000 - Product Requirements B. All pipes shall conform to City of Camarillo Standards and Specifications.

C. Ductile Iron Pipe: AWWA C151/A21.51:

1. Fittings: Ductile iron, standard thickness.

2. Joints: AWWA C111, rubber gasket with rods.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 3 of 6
D. Copper Tubing: ASTM B88, Type K, Annealed:

1. Fittings: ASME B16.18, cast copper, or ASME B16.22, wrought copper.

2. Joints: Compression connection or AWS A5.8M/A5.8, BCuP silver braze.

E. PVC Pipe: AWWA C900 Class 150:

1. Fittings: AWWA C111/A21.11, Schedule 40 per ASTM D2466 or schedule 80 per ASTM D2467.

2. Joints: ASTM D3139 compression gasket ring.

F. Trace Wire: Magnetic detectable conductor, clear plastic covering, imprinted with "Water Service" in large letters.

G. Municipex Pipe: ASTM F876, CSA B137.5 and PPI TR-3

2.02 VALVES
A. Valves: Manufacturer's name and pressure rating marked on valve body.

B. Gate Valves Up To 3 Inches: Per City of Camarillo Standards and Specifications.

1. Brass or Bronze body, non-rising stem, inside screw, single wedge or disc, compression ends, with control rod, post indicator, valve key, and extension box.

C. Gate Valves 3 Inches and Over: Per City of Camarillo Standards and Specifications.

D. Ball Valves Up To 2 Inches: Per City of Camarillo Standards and Specifications.

E. Backflow Preventors

1. Per City of Camarillo Standards

2.03 BEDDING AND COVER MATERIALS
A. Bedding: As specified in Section 31 2316.13.

B. Cover: As specified in Section 31 2316.13.

2.04 ACCESSORIES
A. Concrete for Thrust Restraints: Concrete type specified in Section 03 3000 and sized per City of Camarillo Standards and Specifications.

B. Mechanical Joint Restraints: Angles, joints bells, etc. shall be mechanically restrained. Length of restraint shall be per manufacturer's recommendations.

C. Backflow Preventer: Per City of Camarillo Standards.

D. Meter: Per City of Camarillo Standards.

E. Manhole and Cover: Refer to Section 33 0561.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 4 of 6
PART 3 EXECUTION

3.01 EXAMINATION
A. Verify that building service connection and municipal utility water main size, location, and invert are as indicated.

3.02 PREPARATION
A. Cut pipe ends square, ream pipe and tube ends to full pipe diameter, remove burrs.

B. Remove scale and dirt on inside and outside before assembly.

C. Prepare pipe connections to equipment with flanges or unions.

3.03 TRENCHING
A. See the sections on excavation and fill for additional requirements.

B. Hand trim excavation for accurate placement of pipe to elevations indicated.

C. Backfill around sides and to top of pipe with cover fill, tamp in place and compact, then complete backfilling.

3.04 INSTALLATION - PIPE
A. Maintain separation of water main from sewer piping in accordance with City and State standards.

B. Install ductile iron piping and fittings to AWWA C600.

C. Route pipe in straight line.

D. Install pipe to allow for expansion and contraction without stressing pipe or joints.

E. Install trace wire 6 inches above top of pipe; coordinate with Section 31 2316.13.

3.05 INSTALLATION - VALVES AND HYDRANTS
A. Set valves on solid bearing soil.

B. Center and plumb valve box over valve. Set box cover flush with finished grade.

3.06 SERVICE CONNECTIONS
A. Provide water service to utility company requirements with reduced pressure backflow preventer and water meter with bypass valves.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 5 of 6

3.07 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.

B. Perform field inspection and testing in accordance with Section 01 4000.

C. Disinfection:

1. Disinfect per Section 33 0110.58 - Disinfection of Water Utility Piping Systems.

END OF SECTION 33 1416
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 1416
33 1416 Site Water Utility Distribution Piping
01-20-2026 Page 6 of 6
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Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 3113
33 3113 Site Sanitary Sewerage Gravity Piping
01-20-2026 Page 1 of 4
Section 33 3113
Site Sanitary Sewerage Gravity Piping
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Sanitary sewerage drainage piping, fittings, and accessories.

B. Connection of building sanitary drainage system to municipal sewers.

C. Cleanout access.

1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Concrete for cleanout base pad construction.

B. Section 31 2316 - Excavation: Excavating of trenches.

C. Section 31 2316.13 - Trenching: Excavating, bedding, and backfilling.

D. Section 31 2323 - Fill: Bedding and backfilling.

E. Section 33 0561 - Concrete Manholes.

1.03 DEFINITIONS
A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill operations.

1.04 REFERENCE STANDARDS
A. ASTM A746 - Standard Specification for Ductile Iron Gravity Sewer Pipe; 2018 (Reapproved 2022).

B. ASTM C12 - Standard Practice for Installing Vitrified Clay Pipe Lines; 2022a.

C. ASTM C700 - Standard Specification for Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated; 2018 (Reapproved 2022).

D. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120; 2021a.

E. ASTM D2321 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications; 2020.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 3113
33 3113 Site Sanitary Sewerage Gravity Piping
01-20-2026 Page 2 of 4
F. ASTM D2729 - Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings; 2021.

G. ASTM D3034 - Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings; 2021.

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

B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

C. Project Record Documents:

1. Record location of pipe runs, connections, manholes, cleanouts, and invert elevations.

2. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities.

PART 2 PRODUCTS

2.01 SEWER PIPE MATERIALS
A. Provide products that comply with applicable code(s).

B. Sewer Pipe: as specified on approved drawings per City of Camarillo Sanitation District Standards.

C. Sewer Cleanout, manhole lids and risers shall be per City of Camarillo Sanitation District Standards.

D. Vitrified Clay Pipe: ASTM C700, extra strength, unperforated; inside nominal diameter of 6 inches, bell and spigot end joints.

E. Joint Seals for Clay Pipe: ASTM C425 compression gasket joint devices.

F. Plastic Pipe: ASTM D3034, Type PSM, Poly(Vinyl Chloride) (PVC) material; inside nominal diameter of 6 inches, bell and spigot style solvent sealed joint end.

G. Use extra strength, minimum of SDR 26.

H. Fittings: Same material as pipe molded or formed to suit pipe size and end design, in required tee, bends, elbows, cleanouts, reducers, traps and other configurations required.

2.02 PIPE ACCESSORIES
A. Trace Wire: Magnetic detectable conductor, clear plastic covering, imprinted with "Sewer Service" in large letters.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 3113
33 3113 Site Sanitary Sewerage Gravity Piping
01-20-2026 Page 3 of 4

2.03 CLEANOUT MANHOLE
A. Lid and Frame: Cast iron construction, per City of Camarillo Sanitation District Standards.

2.04 BEDDING AND COVER MATERIALS
A. Pipe Bedding Material: As specified in Section 31 2316.13.

B. Pipe Cover Material: As specified in Section 31 2316.13.

PART 3 EXECUTION

3.01 GENERAL
A. Perform work in accordance with _______ City of Camarillo Standard Specifications

3.02 TRENCHING
A. See Section 31 2316.13 for additional requirements.

B. Backfill around sides and to top of pipe with cover fill, tamp in place and compact, then complete backfilling.

3.03 INSTALLATION - PIPE
A. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations are as indicated on layout drawings.

B. Install pipe, fittings, and accessories in accordance with manufacturer's instructions. Seal watertight.

1. Clay Pipe: Also comply with ASTM C12.

2. Plastic Pipe: Also comply with ASTM D2321.

C. Lay pipe to slope gradients noted on layout drawings; with maximum variation from true slope of 1/8 inch in 10 feet.

D. Connect to building sanitary sewer outlet and municipal sewer system .

E. Install trace wire 6 inches above top of pipe; coordinate with Section 31 2316.13.

3.04 INSTALLATION - CLEANOUTS
A. Form bottom of excavation clean and smooth to correct elevation.

B. Form and place cast-in-place concrete base pad, with provision for sanitary sewer pipe end sections.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 3113
33 3113 Site Sanitary Sewerage Gravity Piping
01-20-2026 Page 4 of 4
C. Establish elevations and pipe inverts for inlets and outlets as indicated.

D. Mount lid and frame level in grout, secured to top cone section to elevation indicated.

3.05 FIELD QUALITY CONTROL
A. Perform field inspection and testing in accordance with Section 01 4000.

B. Deflection Test: Test in accordance with City of Camarillo Standards and Specifications.

3.06 PROTECTION
A. Protect pipe and bedding cover from damage or displacement until backfilling operation is in progress.

END OF SECTION 33 3113
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
33 4211 Stormwater Gravity Piping
01-20-2026 Page 1 of 9
Section 33 4211
Stormwater Gravity Piping
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Storm drainage piping, fittings, and accessories.

B. Connection of drainage system to municipal sewers.

C. Catch basins, Trench drains, Plant area drains, Paved area drainage, Site surface drainage, and bioretention basin facility

1.02 RELATED REQUIREMENTS
A. Section 31 2316 - Excavation: Excavating of trenches.

B. Section 31 2316.13 - Trenching: Excavating, bedding, and backfilling.

C. Section 31 2323 - Fill: Bedding and backfilling.

1.03 DEFINITIONS
A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill operations.

1.04 REFERENCE STANDARDS
A. AASHTO M 252 - Standard Specification for Corrugated Polyethylene Drainage Pipe; 2021.

B. ASTM A74 - Standard Specification for Cast Iron Soil Pipe and Fittings; 2021.

C. ASTM C76 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe; 2022a.

D. ASTM C564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings; 2020a.

E. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120; 2021a.

F. ASTM D2321 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications; 2020.

G. ASTM F-405/f-667 - Corrugated polyethylene tubing and fittings.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
33 4211 Stormwater Gravity Piping
01-20-2026 Page 2 of 9
H. AASHTO M252 - Specification for Corrugated Polyethylene Drainage Tubing, 3- to 10- inch Diameter.

I. AASHTO M294 - Specification for Corrugated Polyethylene Pipe, 12- to 36- Inch Diameter.

J. ASTM D1056 - Specification for Flexible Cellular Materials - Sponge or Expanded Rubber.

K. ASTM D1248 - Specification for Polyethylene Plastics Molding and Extrusion Material.

L. ASTM D3350 - Specification for Polyethylene Plastics Pipe and Fittings Materials.

M. ASTM D2321 - Standard practice for underground installation.

N. ASTM D3350 - Standard Specification for Polyethylene Plastics Pipe and Fittings Materials; 2021.

O. DIN EN 1433 - Drainage Channels for Vehicular and Pedestrian Areas - Classification, Design and Testing Requirements, Marking and Evaluation of Conformity; 2005.

1.05 SUBMITTALS
A. See Special Provisions for Submittal Requirements.

1. Comply with pertinent provisions of Division 01 - General Requirements – Administrative Requirements.

2. Product data: Within 35 calendar days after the Contractor has received the City’s Notice to Proceed, submit:
a. Materials list of items proposed to be provided under this Section; b. Manufacturer’s specifications and other data needed to prove compliance with the specified requirements.
c. Manufacturer’s recommended installation procedures which, when approved by the Engineer, will become the basis for accepting or rejecting actual installation procedures used on the work.

1.06 PRODUCT HANDLING
A. Comply with pertinent provisions of Division 01 - General Requirements - Product Requirements

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

B. Product Data: Provide data indicating pipe, pipe accessories, and area drains.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
33 4211 Stormwater Gravity Piping
01-20-2026 Page 3 of 9
PART 2 PRODUCTS

2.01 STORM WATER DRAINAGE PIPE MATERIALS
A. Provide pipe and associated materials of the size indicated on the Drawings and meeting the following requirements.

1. High Density Polyethylene Pipe (HDPE):
a. Acceptable products:
1) “Hi-Q” High Density Polyethylene storm drain and fittings, manufactured by Hancor, Inc., P.O. Box 1047, Findlay, OH 45839. Phone: (800)892-3351 2) “N-12” High Density Polyethylene storm drain and fittings, manufactured by Advanced Drainage Systems, 4640 Trueman Boulevard, Hillard, OH 43026.

Phone: (800) 821-6710, Fax: (614) 658-0204.
3) Approved equivalent.

2. High Density Polyethylene material shall comply with:
a. AASHTO M252 for material from 3” – 10” in size.
b. AASHTO M294 for material 12” – 36” in size.
c. STM D1248 for standard specifications for Polyethylene Plastics Molding and Extrusion Materials.
d. ASTM D3350 for pipe and fitting.
e. ASTM D2321 standard practice for underground installation.

3. High Density Polyethylene Pipe:
a. The material supplied under this specification shall be high density polyethylene corrugated exterior/smooth interior pipe. The 12” – 36” diameter shall conform to AASHTO M294 Type S; the 3” – 10” diameter material shall meet the strength requirement of AASHTO M252 with the addition that the pipe shall have a smooth interior liner. Material shall conform to ASTM D3350.

4. Joints and Fittings:
a. Pipe joints and fitting shall conform to AASHTO M252 and AASHTO M294, or be approved by the engineer.
b. Coupling bands shall cover at least one full corrugation on each section of pipe.

When gasketed couple bands are required, the gasket shall be made of closed-cell synthetic expanded rubber meeting the requirements of ASTM D1056, Grade RE42.

All coupling bands shall meet or exceed the soils-tightness requirements of the AASHTO Standard Specifications for Highway Bridges, Section 23, paragraph

23.3.2.5.4.(e).
c. All fittings shall conform to AASHTO M294.

B. Cast Iron Soil Pipe: ASTM A74, extra heavy grade, inside nominal diameter of 3 inches, hub and spigot end.

C. Cast Iron Pipe Joint Device: ASTM C564, rubber gasket joint devices.

D. Plastic Pipe: ASTM D1785, Schedule 40, Poly Vinyl Chloride (PVC) material; minimum diameter of 4 inches, bell and spigot style solvent sealed joint end.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
33 4211 Stormwater Gravity Piping
01-20-2026 Page 4 of 9

2.02 PIPE ACCESSORIES
A. Pipe Joints: Mechanical clamp ring type, stainless steel expanding and contracting sleeve, neoprene ribbed gasket for positive seal.

B. Fittings: Same material as pipe molded or formed to suit pipe size and end design, in required tee, bends, elbows, cleanouts, reducers, traps and other configurations required.

C. Filter Fabric: Non-biodegradable, non-woven , geotextile fabric.

D. Trace Wire: Magnetic detectable conductor, clear plastic covering, imprinted with "Storm Sewer Service " in large letters.

2.03 CATCH BASIN, TRENCH DRAIN, CLEANOUT, AND AREA DRAIN COMPONENTS A. General:

1. Construct manholes, inlets, and junction structures of reinforced concrete or precast reinforce concrete, complete with metal frames and covers or gratings, and with fixed ladder rungs where indicated on the Drawings or required by codes. Prefabricated structures may be used when shown on the plans and approved by the engineer.

2. Rungs shall be individual wall-mounted aluminum, plastic-covered steel, or galvanized steel rungs are acceptable.

B. Materials:

1. Concrete: Comply with provisions for 3,250 psi concrete specified in Section 02750 Concrete Pavement.

2. Mortar for pipe joints and connections to other drainage structures, and manhole construction.
a. Comply with requirements of ASTM C270, type M, except the maximum placement time shall be one hour.
b. Hydrated lime complying with ASTM C141, type B, may be added to the mixture of sand and cement in an amount equal to 25% of the volume of cement used. c. Provide a quantity of water in the mixture sufficient to produce a stiff workable mortar, which shall be clean and free from harmful acids, alkalis, and organic impurities. Use the mortar within 30 minutes after water is added to the mix.

3. Reinforcement: Provide intermediate grade billet steel complying with ASTM A 615, grade 40.

4. Frames and covers or gratings:
a. Provide all gratings or covers from the same manufacturer. b. Provide standard black finish, supplied as a total unit, sized as shown on the Drawings or larger sizes except where in a pavement area, and with the wording “STORM DRAIN” cast into the cover.
c. Acceptable products:
1) Manufactured by Alhambra Foundry, Alhambra, California. 2) Approved equivalent.

5. Precast concrete catch basins:
a. Provide reinforced and bottom open for field pouring to ensure slope through the structure.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
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b. Contractor may select this option in lieu of cast-in-place concrete catch basins. 1) Acceptable products:
2) Manufactured by Christy, 44100 Christy Street, Fremont, CA 94538. Phone:
(800) 486-7070, Fax: (510) 490-6804.
3) Manufactured by Central Precast Concrete Inc., 471 West College Avenue, Santa Rosa, CA 95401. Phone: (707) 546-5016, Fax: (707) 571-7768. 4) Manufactured by Brooks Products, 1850 Parco Avenue, Ontario, CA 91761.

Phone: (888) 307-7470, Fax: (909) 947-7741.
5) Manufactured by Mid State Products, 1625 E. Donovan Rd. #C, Santa Maria, CA 93454, Phone: (805) 928-2855
6) Approved equivalent.

C. Lids and Drain Covers: Steel; medium duty proof load; lockable; hinged.

1. Catch Basin:
a. Lid Design: Designer grate.
b. Nominal Lid and Frame Size: 9 by 9 inch.

2. Area Drain:
a. Lid Design: Circular grate.
b. Nominal Lid and Frame Size: 4 inches diameter.

2.04 IN-LINE DRAINS
A. The inline drain shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the furnished configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The pipe bell spigot shall be joined to the inline drain body by use of a swage mechanical joint. The pipe stock used to manufacture the inline drain body and pipe bell spigot of the surface drainage inlets shall meet the mechanical property requirements for fabricated fittings as described by ASTM D3034, Standard for Sewer PVC Pipe and Fittings; ASTM F1336, Standard for PVC Gasketed Sewer Fittings.

B. The grates furnished for all surface drainage inlets shall be ductile iron grates for sizes 8”, 10”, 18”, 24” and 30” (12” and 15” frames are cast iron) shall be made specifically for each fitting so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Inline drain grates for traffic loading areas and turf areas shall be flat and capable of supporting H-20 wheel loading for heavy-duty traffic. Grates in shrub and planter areas shall be domed and capable of a minim H-10 loading for pedestrian traffic. Grates in 12” and 15” will be hinged to the frame using pins. Metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron and ASTM A-48-83 Class 30B for 12” and 15” cast iron frames. Grates shall be provided painted black.

C. Acceptable Product:

1. Model ADS 27XXAG N, manufactured by Advanced Drainage Systems, 4640 Trueman Boulevard, Hilliard, OH 43026. Phone: (800) 821-6710, Fax: (614) 658-0204.

2. Drain-Rite, manufactured by Hancor, 6106 North Prospect, Fresno, CA 93711. Phone:
(559) 435-6680, Fax: (559) 435-6667.

Job Name: Arneill Road Affordable Housing
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33 4211 Stormwater Gravity Piping
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3. Approved equal.

2.05 STORM WATER TREATMENT SYSTEM
A. Filtration Requirements:

1. Storm water filtration shall meet the requirements for LEED for New Construction Version 2.2, SS Credit 6.2: Stormwater Design: Quality Control.

2.06 CATCH BASIN FILTRATION SYSTEM
A. Install a device at the entrance of the drop inlet, which removes oil, grease, and sediment debris without clogging or retaining water from flows entering the drain.

B. Acceptable Products;

1. FloGard+Plus as manufactured by Kristar Enterprises, Inc. 422 Larkfield Center, Suite 271, Santa Rosa, CA 95403. Phone: (800) 579-8819, Fax: (707) 525-0973.

2. Abtech Industries, 4110 N. Scottsdale Road, Suite 235, Scottsdale, CA 85251. Phone:
(800) 545-8999.

3. Approved equivalent.

2.07 BEDDING AND COVER MATERIALS
A. Bedding: As specified in Section 31 2316.13.

B. Cover: As specified in Section 31 2316.13.

PART 3 EXECUTION

3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.

B. Correct conditions detrimental to timely and proper completion of the work.

3.02 TRENCHING
A. See Section 31 2316.13 - Trenching for additional requirements.

B. See Section 31 2316.13 for additional requirements.

C. Excavate, trench, and bed for site drains as follows:

D. Movement of construction machinery:

1. Use means necessary to avoid displacement of, and injury to, pipe and structure while compacting by rolling or operating equipment parallel to the pipe.

2. Movement of construction machinery over a culvert or storm drain at any stage of construction is solely at the Contractor’s risk.

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E. Bedding:

1. Provide a bedding surface for the pipe with a firm foundation of uniform density throughout the entire length of the pipe.

2. Bed the pipe carefully in a soil foundation accurately shaped and rounded to conform to the lower ¼ of the outside perimeter of circular pipe, or set the pipe in a bed of sand.

3. Tamp bedding where necessary.

4. Where plastic pipe is used, provide a minimum of 4” of sand bedding over the top and under the pipe.

3.03 INSTALLATION - PIPE
A. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations are as indicated on layout drawings.

B. General:

1. Carefully examine each pipe prior to placing.
a. Promptly set aside defective pipe and damaged pipe.
b. Clearly identify defects.
c. Do not install defective pipe or damaged pipe.

2. Place pipe to the grades and alignment indicated, with a tolerance of one in 1000 vertical and one in 500 horizontal, unless otherwise directed by the Architect.

3. Provide adequate facilities for lowering pipe safely into the trenches.

4. Do not place pipe in water, nor place pipe when trench or weather is unsuitable for such work.

C. Polyvinyl chloride pipe joints: Install with the specified materials and in accordance with the manufacturer’s recommendations as approved by the Engineer, applying solvent cement to pipe and fitting as recommended in ASTM D285.

D. High Density Polyethylene: Installation shall be in accordance with ASTM D2321 and as recommended by the pipe manufacturer. Backfill shall be ASTM D2321 Class I, II, or III soils, or USCS material corresponding to these ASTM designations. Backfill material shall be placed in 6-inch lifts and compacted to 90 percent minimum density per AASHTO T99.

E. Joining pipes of different materials: Provide fittings or couplings made for the pipe material jointing, or provide a concrete collar as approved by the Engineer.

F. Joining pipe of different sizes:

1. Provide reducer fittings to the larger pipe.

2. Where pipes are different materials as well as different sizes, use the same material for reducer fittings as in the larger pipe.

3. Use saddle connection when branch lines join a main or collector main.

4. Use eccentric collar joint when the slope of the pipe is less than 1%.

G. Install pipe, fittings, and accessories in accordance with manufacturer's instructions. Seal watertight.

1. Plastic Pipe: Also comply with ASTM D2321.

Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
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H. Lay pipe to slope gradients noted on layout drawings; with maximum variation from true slope of 1/8 inch in 10 feet.

I. Connect to building storm drainage system, foundation drainage system, and utility/municipal sewer system.

J. Install continuous trace wire 6 inches above top of pipe; coordinate with Section 31 2316.13.

3.04 INSTALLATION - CATCH BASINS, TRENCH DRAINS AND CLEANOUTS A. Form bottom of excavation clean and smooth to correct elevation.

B. Form and place cast-in-place concrete base pad, with provision for sanitary sewer pipe end sections.

C. Establish elevations and pipe inverts for inlets and outlets as indicated.

D. Mount lid and frame level in grout, secured to top cone section to elevation indicated.

3.05 FIELD QUALITY CONTROL
A. Perform field inspection and testing in accordance with Division 01 - General Requirements.

B. Visually inspect the pipe for deflection.

1. Deflection is limited to 7.5% of the base diameter.

2. If the visual inspection determines the pipe may have deflection problems, the engineer can direct a mandrel test be performed.

3. Such test will be performed at the contractor's expense.

4. If required, the procedure can be conducted within the first 30 days after installation.

Recommended mandrel settings reflecting 7.5% of the base diameter for piper are shown in the table below:

PIPE

MEETING

ASTM AND
AASHTO

STANDARDS
PIPE

MEETING
CSA

STANDARDS

NOMINAL

DIAMETER
INCHES
BASE

DIAMETER
INCHES

MANDREL

SETTING
INCHES
BASE

DIAMETER
MM

MANDREL

SETTING
MM
4 3.87 3.58 96.92 89.7
6 5.80 5.36 145.42 134.5
8 7.73 7.15 193.84 179.3
10 9.66 8.94 242.34 224.2
12 11.60 10.73 290.83 269.0
15 14.50 13.41 363.65 336.4
18 17.40 16.09 436.18 403.5
21 20.30 18.78 508.86 470.7
Job Name: Arneill Road Affordable Housing
Job Number: 1081-03-HS24 Section 33 4211
33 4211 Stormwater Gravity Piping
01-20-2026 Page 9 of 9
24 23.20 21.46 581.67 538.0
Pipe size
greater than
24" is tested
by visual
inspection
C. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner.

3.06 PROTECTION
A. Protect pipe and bedding cover from damage or displacement until backfilling operation is in progress.

END OF SECTION 33 4211
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-
.) $
' . /
/ *!

DETAIL REFERENCE BUBBLE WITH LEADER

DRAG STRUT CONNECTION

MOMENT CONNECTION

WIDE FLANGE STEEL COLUMN

NUMBER OF EVENLY SPACED

STEEL HSS TUBE COLUMN

WELDED WIRE FABRIC

ELEVATION OF WALL OR FRAME

SLOPED SURFACE

INDICATES SAND OR GROUT

INDICATES GRAVEL

EARTH LAYER

NORTH ARROW
SLOPE

FULL HEIGHT SECTION INDICATOR

DETAIL REFERENCE BUBBLE

BEAM CAMBER AT MID-SPAN

SPECIAL STUD SPACING SEE TYPICAL

DOUBLE ANGLE BRACE

STEEL IN CROSS SECTION

FULL HEIGHT STIFFENER CONNECTION

STEPPED FOOTING
TOP/BOTTOM OF ELEVATIONS TOP OF STEEL ± ELEVATION

MEMBER SPLICE

STEEL HSS OR PIPE COLUMN
(WWF LAYER)
STEPPED SURFACE; FLOOR DEPRESSION

ANGLE BRACE

SHEAR STUDS

STEEL DETAILS
-
SBOT OF
EL = (-X'-X")

BOTTOM STEPPED FOOTING

WOOD POST
X
XX'-X"

INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES HEADER @ OPENING PER HEADER SCHEDULE

INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENER XX

INDICATES BEARING WALL

SHADED AREA INDICATES CALIFORNIA FRAMING

SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST XX

INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT

INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE

INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE X F1

INDICATES BEARING CMU WALL BELOW

INDICATES BEARING CMU WALL ABOVE

INDICATES NON-BEARING CMU WALL BELOW

INDICATES NON-BEARING CMU WALL ABOVE

INDICATES EXISTING BEARING CMU WALL

INDICATES BEARING CONCRETE WALL BELOW

INDICATES EXISTING NON-BEARING CMU WALL

INDICATES NON-BEARING CONCRETE WALL BELOW

INDICATES BEARING CONCRETE WALL ABOVE

INDICATES NON-BEARING CONCRETE WALL ABOVE

INDICATES EXISTING NON-BEARING CONCRETE WALL

INDICATES BEARING WOOD WALL BELOW

INDICATES BEARING WOOD WALL ABOVE

INDICATES PLYWOOD SIDE FOR SHEARWALL

INDICATES NON-BEARING WOOD WALL BELOW

INDICATES NON-BEARING WOOD WALL ABOVE

INDICATES EXISTING BEARING WOOD WALL

INDICATES EXISTING NON-BEARING WOOD WALL

INDICATES EXISTING BEARING CONCRETE WALL
KSI

FOOTING
HEIGHT

INCLUDE

INFORMATION
INCL
INFO
JST
INSP
INT
JOINT
JOIST
KIPS
ID
I-JST
IN
IF
HT
INCH

GRADE BEAM

HORIZONTAL
GROUND

HIGH POINT
H or HORIZ
HP
GB
GRND

FACE OF MASONARY
FOOT; FEET
FOM
FJ

ELEVATOR

EDGE NAIL

EMBEDMENT

EXISTING

EXTERIOR

EACH WAY

EQUAL OR EQUIVALENT
EXIST or (E)
FDN
EW
ELEV
ES
EQUIP
EQ

STRUCTURAL STEEL SHAPES

WT, ST, MT
MC

AMERICAN STD CHANNEL SHAPE

MISC CHANNEL SHAPE
THRU
THK
T & G
T & B
TOC
TO
TB
STRUCT
STIFF
STL
SW

THREADED
TEMPERATURE; TEMPORARY

STIFFENERS
STEEL

STANDARD

AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION JOINT; CONTROL JOINT

COMPLETE JOINT PENETRATION WELD

DIAPHRAGM

DRAWING

DIAMETER
DOWEL

EACH FACE

ELEVATION
EF
EL
DWL
EACH
DIM
DIAG

CONTRACTOR

CONSTRUCTION

CUBIC FOOT

PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECT

CONCRETE
DBL
CU FT d
DETAIL
CONSTR
CONTR
CJP
CONT
CONN
CONC

BEARING

CENTER OF GRAVITY

CENTER TO CENTER

CANTILEVER
CAMBER

COMPRESSION
COLUMN

CONCRETE MASONRY UNIT
CLR
COMP
CMU
CJ
CL
BTWN

BLOCKING
BN
BM
BLOCK
BLDG
ASTM
AITC
SPECS
SN
SPCG
SHTG
SEP
PSI
PVMT #
PSL

SHEATHING
SHEET

SECTION

PARTIAL JOINT PENETRATION WELD
REINFORCE; REINFORCING

PARALLEL STRAND LUMBER

PAVEMENT

REFERENCE

REQUIRED

PLATE WASHER

PREFABRICATED

PLYWOOD

ORIGINAL
OD
PI L
PC
OPP
NO or #
OC
MIN
(N)
MFR

PONDS PER LINEAL FOOT

PROPERTY LINE

PERPENDICULAR ADDL

APPROXIMATE
ARCHITECTURAL; ARCHITECT

ADJACENT
ARCH
APA
AESS
ALUM
ALT
ADJ

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTE
AB

LINEAL FOOT

POUND(S)

LOW POINT

LEVEL OR LAMINATED VENEER LUMBER

MACHINE BOLT

MASONRY

MATERIAL
LINEAL; LINEAR

LONG SLOTTED HOLES

LONG LEG VERTICAL
LF
LT WT
MAS
MAX
MATL
LVL
LLV
LLH

AMERICAN PLYWOOD ASSOCIATION)

KIPS PER SQUARE INCH
FTG

HSH HORIZONTALLY SLOTTED HOLES

INSIDE DIAMETER

INSIDE FACE

I-JOIST

INSPECTION

INTERIOR
JTK

GALVANIZED
HANGER

GLUED LAMINATED BEAM
HGR
GR
GLB
GALV
GA
GRADE
GAUGE

FACE OF CONCRETE

FIELD NAIL
FLANGE

FLOOR JOIST

FRAMING

FACE OF WALL

FACE OF STUD
FT
FRMG
FOW
FOS
FN
FOC
FLG
FLR
FIN
FLOOR
FINISH

ENGINEER

EACH SIDE

EQUIPMENT

FOUNDATION
EXT
ENGR
EN
EMBED

TYP TYPICAL
PIPE-X

PIPE-XX
HSS C

PIPE LW
WWF
WD
WP
W/O
W/
UNO
VSH
VERT
UT

DBL EXTRA STRONG PIPE SHAPE

EXTRA STRONG PIPE SHAPE

HOLLOW STRUCTURAL SECTION

STANDARD PIPE SHAPE

STRUCT TEE SHAPE

ANGLE SHAPE

W SHAPE

WELDED WIRE FABRIC
WORK POINT; WATERPROOF
WOOD

WITHOUT
WITH

VERTICAL SLOTTED HOLES

ULTRA-SONIC TEST

UNLESS NOTED OTHERWISE

VERTICAL
TOP or T
THR
TOW
TOS
TOF
TEMP
STIRR
SYM
SS
SSL
STGR
STD
SQ

TOP OF STEEL/TOP OF SLAB
TOP OF CURB; TOP OF CONCRETE

THICKNESS/THICK

THROUGH

TOP OF WALL
TOP

TOP OF FOOTING

TONGUE & GROOVE

TOP AND BOTTOM
TOP OF

TIE BEAM

SYMMETRICAL

SHEAR WALL

STRUCTURAL

STIRRUP

SHORT SLOTTED HOLES

STAINLESS STEEL

STAGGER
SQUARE
AWPA

AMERICAN SOCIETY FOR TESTING MATERIALS

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

DF DOUGLAS FIR/LARCH

DIMENSION

DIAGONAL

ELECTRICAL

EXPANSION JOINT
DWG
ELEC
EJ
EA
DIAPH

DN DOWN
CENTER

DEPARTMENT
DOUBLE
COUNTERSINK; COUNTERSUNK
CONTINUE; CONTINUOUS
CTR
DEPT
DET
CTSK

BETWEEN
CLEARANCE; CLEAR

CENTER LINE

CAST-IN-PLACE
COL
CIP
BRG

CAM OR C
CANT
CG
CC

BUILDING

BOUNDARY NAIL
BOTTOM

AMERICAN WELDING SOCIETY
BLK

BOT OR B
BRC
BLKG
BRACE
BEAM
AWS
SOG
SIM
SCHED
RFØ
SHT
SECT
REINF
REF
REQD
PREFAB
PLY
PT
PW
PSF
PJP
PROP

SPECIFICATIONS

SLAB ON GRADE

SHEAR NAIL

SPACING

SIMILAR
ROUND; DIAMETER
ROOF

SEPARATION

SCHEDULE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT
POUND; NUMBER

PRESSURE TREATED

PROPERTY

MECHANICAL
NEW
NORTH

ON CENTER

NOT TO SCALE
NUMBER

OPENING

OPPOSITE

OUTSIDE FACE

ORIENTED STRAND BOARD

OPPOSITE HAND
MINIMUM; MINUTE

OUTSIDE DIAMETER

MISCELLANEOUS

MANUFACTURER

PARA OR //
PLF
PL
PLCS
P OR PL.

PERP
OPNG
OSB
ORIG
OH
OF
NTS
MECH
MISC N

PLYWOOD INDEX
PRECAST; PIECE
PLATE
PLACES

PARALLEL

ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ADDITIONAL
ANCHOR

ALTERNATE

ALUMINUM

APPROVED

ENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCH
APPROX
APPVD
ANSI
AISC
ACI

LIGHTWEIGHT

MAXIMUM

LONG LEG HORIZONTAL
MB
LP
LSH
LIN
LB(S) OR #
DIA OR Ø

LSL LAMINATED STRAND LUMBER

Camarillo City CouncilJune 10, 2026

Camarillo City Council
June 10, 2026