Beaumont City Council
May 7, 2024

SECTION 09 90 00

PAINTING
PART 3 - EXECUTION

3.1 PREPARATION
A. All surfaces shall be clean and dry prior to painting and finishing. Dirt and dust shall be removed by stiff bristle brush and wiping with cloths. Oil and grease shall be removed by solvent cleaning, using a solvent such as mineral spirits and wiping with clean cloths. Surfaces shall be given a final rinse of clean solvent.

Surfaces which have been contaminated with chemicals shall be thoroughly rinsed with water.

The first coat of paint shall be applied as soon as possible after cleaning and drying the surfaces.

B. Shop primed ferrous metal surfaces shall be first washed free of grease, dirt, oil, and dust, using solvents as required. Galvanized surfaces shall be cleaned with solvents and given a vinyl wash coat. All shop primed surfaces shall be repaired and touched -up wherever shop priming is damaged, and at all welds.

C. Concrete surfaces shall be thoroughly cleaned of all traces of form oil and other deposits from form surfaces and shall have all laitance and powder removed. Surfaces shall be clean and sound and thoroughly cured and dried before starting the painting work.

D. Wood surfaces shall be sanded smooth and cleaned prior to application of the first coat. Holes, splits and scratches shall be puttied or spackled smooth after first coat application.

E. Prior to vinyl covered tack surface installation all gypsum board walls to be prime painted and sized.

3.2 APPLICATION
A. All materials shall be applied and cut in neatly so as to dry uniformly to the color and sheen required and shall be free from excessive runs, sags, wrinkles, shiners, streaks and brush marks.

B. All materials shall be applied in accordance with the approved manufacturer's directions and specifications. Any thinning required, shall be done in the manner and the type of reducer recommended.

C. Each coat of painted work shall vary in shade from the proceeding coat in a manner that will make each coat readily distinguishable without affecting the finish color. The Architect will inspect each coat and operation before succeeding coats are applied to determine that the work meets the requirements of the specifications.

D. In enclosed spaces, the application and drying of paint shall be performed only when the temperature is 65 degrees F. or above and maintained constantly to prevent condensation.

E. Enamel coats shall be sanded smooth prior to re -coating. All defects and unevenness in previously applied coatings shall be repaired before applying the next coat.

F. Exterior painting shall only be performed when the weather conditions, temperatures and humidity are correct.

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PAINTING
G. Workmanship shall be of the very best quality and only skilled mechanics shall be used on this project.

H. The work of this section shall be subject to the approval of the Architect. Any work in need of correction because of improper preparation or workmanship, or as a result of failure to comply with these Specifications, shall be satisfactorily corrected by this Contractor at his own expense.

I. Commencement of the painting work by this Contractor shall signify his acceptance of all surfaces as satisfactory to receive the finish specified herein.

J. This Contractor shall be responsible for the complete painting finishing of all surfaces indicated in the Room Finish Schedule and as specified herein. Where questions occur as to the indicated surfaces, he shall inform the Architect and receive clarification therefrom.

K. The proper number of coats of paints and other finishes specified, properly applied, will result in the desired effect. Should this effect not be attained, additional applications of the specified materials and methods shall be made by the Contractor, without additional costs to the Owner.

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Section 09 90 00

SECTION 10 14 00

IDENTIFICATION SIGNS
SECTION 10 14 00 - IDENTIFICATION SIGNS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Chemically Deep -etched Zinc, raised character, tactile, room identification, exit door signs and non -tactile.

1.2 REFERENCE STANDARDS
A. Conform to reference standards by date of issue current on date of Contract Documents.

B. ADA - Americans with Disabilities Act of 1990 as amended.

1. ADA/Standards - ADA Title II Regulations and the 2010 ADA Standards for Accessible Design.

C. CBC - 2022 California Building Code (CBC)

1. CBC 16 - Chapter 10, Egress Requirements

2. CBC 11B - Chapter 11B, Accessibility for Public Buildings, Public Accommodations, Commercial Facilities and Publicly Funded Housing.

D. CFC - 2022 California Fire Code.

E. California Code of Regulations (CCR)

1. CCR 19 -3 -Title 19, Chapter 3
F. Fed.Stnd - Federal Standard

1. Fed.Stnd 595C, Colors Used in Federal Procurement

1.3 SUBMITTALS
A. Shop Drawings of each sign, indicating lettering styles and locations and overall dimensions.

B. Three sample, full size, signs, [with different messages] of types, styles and colors specified including method of mounting. If accepted, samples may be installed in Project.

C. Manufacturer's Installation Instructions
D. Lettering Samples: 1 -inch high, uppercase 1, and 0 letters in each font specified, for required Quality Assurance testing.

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IDENTIFICATION SIGNS

1.4 QUALITY ASSURANCE
A. Pre -Installation Conference

1. Notify Architect when signs are ready for installation. Arrange for conference at site. Do not proceed with installation until Architect's approval of specific locations and methods of attachment has been obtained.

2. Provide signs from one manufacturer, unless otherwise approved.

1.5 DELIVERY, STORAGE AND HANDLING
A. Deliver products to site and protect from damage. Store until immediately prior to Notice of Completion.

PART 2 - PRODUCTS

2.1 REGULATORY REQUIREMENTS
A. Signage and Graphics:

1. Raised characters shall comply with CBC Section 11B-703.2 a. Depth: It shall be 1/32 -inch minimum above their background and shall be sans serif uppercase and be duplicated in Braille.
b. Height: It shall be 5/8 -inch minimum and 2 inches maximum based on the height of the uppercase letter "I". CBC Section 11 B-703.2.5. c. Finish and contrast: Characters and their background shall have a non -glare finish. Character shall contrast with their background with either light characters on a dark background or dark characters on a light background. CBC Section 11B-703.5.1
d. Proportions: It shall be selected from fonts where the width of the uppercase letter "O" is 60% minimum and 110% maximum of the height of the uppercase letter T. Stroke thickness of the uppercase letter "I" shall be 15% maximum of the height of the character. CBC Section 11 B- 703.2.4 and 11 B-703.2.6.
e. Character Spacing: Spacing between individual raised characters shall comply with CBC Section 11B-703.2.7 and 11B-703.2.8.
f. Format: Text shall be in a horizontal format. CBC Section 11B-703.2.9. g. Braille: It shall be contracted (Grade 2) and shall comply with CBC Sections 11B-703.3 and 11B-703.4. Braille dots shall have a domed or rounded shape and shall comply with CBC Table and Figure 11B-703.3.1, h. Mounting height: Tactile characters on signs shall be located 48" minimum to the baseline of the lowest Braille cells and 60" maximum to the baseline of the highest line of raised characters above the finish floor or ground surface. CBC Section and Figure 11B-703.4.1.

Mounting location: A tactile sign shall be located per CBC Section and Figure 11 B-703.4.2 as follows:
1) Alongside a single door at the latch side.

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IDENTIFICATION SIGNS
2) On the inactive leaf at double doors with one active leaf. 3) To the right of the right hand door at double doors with two active leafs.
4) On the nearest adjacent wall where there is no wall space at the latch side of a single door or at the right side of double doors with two active leafs.
5) So that a clear floor space of 18" x 18" minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position.

2. Visual characters shall comply with CBC Section 11B-703.5 and shall be 40" minimum above finish floor or ground.

3. Pictograms shall comply with CBC Section 11 B-703.6.

4. Symbols of accessibility shall comply with CBC Section 11 B-703.7.

5. Variable message signs shall comply with CBC Section 11 B-703.8.

2.2 MANUFACTURERS
A. Products of following manufacturers form basis for design and quality intended.

1. RB Industries

2. Dixie Graphics, Nashville, TN.

3. Gemini Incorporated, Cannon Falls, MN.

B. Or an approved equal.

2.3 SIGN FABRICATION - GENERAL
A. Chemically Deep -etched Zinc Signs, RB Industries Series 300 Photomag.

1. Solid metal plate, sheet, and strip: 0.125 inch thick.

2. Fabrication: Raised copy, Tactile and Braille.

3. Finish: [matte] [semigloss] [gloss] [exterior gloss] sheen.

4. Background: swirl -brushed and painted zinc background finish.

5. Factory applied color finishes, minimum 2 colors. Colors: As selected by Architect.

6. For Sizes and Dimensions verify with Architect.

7. Square edges.

8. Etch depth: 0.08"

9. Mounting Holes: Drilled and countersunk
B. Fasteners: Stainless steel screws, flat head, pin -in -head torx screws for vandal -proof

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IDENTIFICATION SIGNS
and clear silicone adhesive.

C. Lettering Type Style: Helvetica Regular, uppercase letters only, refer to QUALITY ASSURANCE for letter -proportion compliance.

D. Colors: as indicated on Drawings.

2.4 ROOM IDENTIFICATION SIGNS
A. Chemically Deep -etched Zinc Signs

1. Color: As selected by Architect.

2. For Sizes and Dimensions verify with Architect.

B. Size: 2-1/2 inches high, minimum, by 8 inches long, with 7/8 inch high, letters minimum 1/32 inch thick, minimum 3/32 inch thick for metal signs, fully tactile, with BRAILLE indicator.

1. Provide one sign with up to 13 letters for each door.

2. Provide one sign with up to 3 numerals for each door.

C. Signs with Changeable Message Capability: Fabricate signs to allow insertion of changeable messages as follows: Laminated acrylic sheets with subsurface color for borders, reverse graphics, numbers and room name where required. Clear vision panel faces hall accommodate multiple acetate inserts with Owner's graphics/logo or letter/number messages.

1. For slide -in changeable inserts, fabricate slot without burrs or constrictions that
inhibit function. Furnish initial changeable insert. Furnish two blank inserts for each sign for Owner's use

2. Raised Letter Signs with Braille and graphics on acrylic plastic (ADA Sign). a. Base Acrylic Material: Cast acrylic
b. Sign material must have non -glare (matte) surface.
c. Solid embedded color material.
d. Sign Color: Color as selected.
e. Sizes: as indicated on drawings .
f. Edges: Square
g. Raised Characters: California Building Code (CBC) compliant h. Character Font: California Building Code compliant
Character Color: contrasting color with background.
j. Character Thickness: 1/32 inch
k. Braille: Contracted Grade 11 Braille with domed surface.

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SECTION 10 14 00

IDENTIFICATION SIGNS

2.5 OCCUPANT LOAD SIGNS
A. Posting of occupant load signage in each room or area use for assembly per CBC 1004.3, CFC& Title 19.

B. Provide maximum occupancy load signs. Post in a conspicuous place near main exits or exit -access doorway of following areas:

1. as indicated on Drawings.

C. Chemically Deep -etched Zinc Signs.

1. Color: As selected by Architect.

2. For Sizes and Dimensions verify with Architect.

D. Size: 4 inches high by 8 inches, minimum, long, sub -surface application, 7/8 inch high letters, and 1 inch high numbers.

1. Message: MAXIMUM OCCUPANCY LOAD ###

2. Occupant load number as indicated on Drawings.

3. Conform to Sections 1004.3 California Building Code.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that surfaces are ready to receive Work.

B. Beginning of installation means installer accepts existing surfaces.

3.2 INSTALLATION
A. Install signs only after surfaces are finished, install at all rooms.

1. At single -leaf doors, locate signs on wall adjacent to latch side of applicable door opening, centered horizontally within 18 -inch space adjacent to latch side of door, tactile characters on signs shall be located 48 inches minimum above the finish floor measured from the baseline of the lowest Braille cells and 60 inches maximum from finish floor measured from the baseline of the highest line of raised characters, CBC Section 11B-703.4.1. Mounting location shall be located so that a clear space of 18" minimum by minimum by 18" minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. CBC Section 11B-703.4.2.

B. Mounting:

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IDENTIFICATION SIGNS

1. Fasten with screws into metal blocking, not less than 1/4" diameter.

2. Exterior: Provide stainless steel spanner head tamper resistant screw in expansion shields suitable for substrate. Countersink screw flush with surface.

3. Interior: Unless noted otherwise, provide double stick foam tape mounting, 1/32 inches thick.

C. For signs installed on glass: a blank vinyl backer is required to be placed on opposite side of glass exactly behind sign being installed. This blank glass back up is to be the same size as sign being installed.

D. Clean and polish signs following manufacturer's instructions.

3.3 FIELD QUALITY CONTROL
A. Signs and identifications or other information shall be field inspected after installation and approved prior to the issuance of a final certificate of occupancy, or final approval where no certificate of occupancy is issued. The inspection shall include, but not limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with CBC, Section 11B-703.1.1.2.

3.4 SIGN TYPES AND SCHEDULE
A. As indicated on Drawings.

END OF SECTION

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SECTION 10 14 23

PANEL SIGNAGE
SECTION 10 14 23 - PANEL SIGNAGE
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section Includes:

1. Traffic and parking control, and site informational signage

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Shop Drawings: For signs.

1. Include fabrication and installation details and attachments to other work.

2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories.

C. Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed finish.

1. Include representative Samples of available type, styles, and graphic symbols.

D. Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:

1. Sign: Full-size Sample

2. Full-size Samples, if approved, will be returned to Contractor for use in Project. Do not include submittal sticker on sign if you wish to install in field.

1.4 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:
a. Deterioration of finishes beyond normal weathering.
b. Deterioration of embedded graphic image.
c. Separation or delamination of sheet materials and components.

2. Warranty Period: Five years from date of Substantial Completion.

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PANEL SIGNAGE
PART 2 - PRODUCTS

2.1 SIGN: TO MATCH DRAWINGS
A. Manufacturers: Open to contractor
B. Plaque Signs Provide manufacturer's standard silk-screen signs, baked -on enamel applied over Diamond Grade (DG), retro-reflectorized backing; on aluminum or 16 gaga galvanized steel sheet. Provide with anti -graffiti protective overlay file. Produce smooth, even level sign surfaces, constructed to remain flat under installed condition within a tolerance of plus of minus 1/16 -inch measured diagonally. Provide two holes for post mounting.

1. Parking stall signs: sign text, accessible parking control shall comply withrequirements of State of California Code of Regulations (CCR) - Title 24, Part 2, CBC ch. 11B-502.6 in addition to requirements of State of California, Department of Transportation (CALTRANS) and regulation of local authorities having jurisdiction.
a. Single post mount, not less than 70 square inches with white reflectorized copy on blue background conforming to No. 15090, (FED -STD -595C).

Sign shall display a profile view of a wheelchair with occupant in white on blue background.
1) Provide an additional sign below to accessible sign with the text "Minimum Fine $250".
a) Position one sign at the end of each parking space
designated for accessible usage.
b) Provide "Van Accessible" sign at location shown on
drawings. Sign shall not be 12 inch by 3-1/4 inch min. or as shown on plans.
c) Sign shall be mounted 80 inches from bottom of sign to finish grade of parking space or centered on wall at
interior end of parking space at a minimum height of 60 inches above the parking space, finished grade, ground of sidewalk, to the bottom of the sign. Locate per drawings.

2. Support Posts:
a. Galvanized steel pipe minimum 2-1/2 inch diameter of as indicated on plans with caps.
b. Concrete: Ready -mixed, complying with ASTM C94/C94M;normal Portland cement, 3,500 psi strength at 28 days, 3 inch slump; 3/4" nominal size aggregate.
c. Fasteners: Provide tamper -proof stainless steel fasteners with bolts, nuts, washers typical.

C. Direction Signs: To match drawings and all the requirements for plaque sign materials, fasteners, concrete, support post as shown above for Traffic Signs.

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2.2 PERFORMANCE REQUIREMENTS
A. Structural Performance: Signs and supporting elements shall withstand the effects of gravity and other loads within limits and under conditions indicated.

B. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design", the ABA standards of the Federal agency having jurisdiction.

2.3 ACCESSORIES
A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following unless otherwise indicated:

2.4 EXAMINATION
A. Verify that sign -support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated.

2.5 INSTALLATION
A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions or as indicated on the drawings.

1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

2. Install signs so they do not protrude or obstruct according to the accessibility standard.

B. Accessible Signage: Install in locations as indicated on Drawings and according to the accessibility standard.

C. Remove and replace damaged or deformed signs and signs that do not comply with specified requirements. Replace signs with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

D. Remove temporary protective coverings and strippable films as signs are installed.

E. On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.

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SECTION 22 05 17

SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
SECTION 22 05 17 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Sleeves.

2. Sleeve -seal systems.

3. Grout.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.

PART 2 - PRODUCTS

2.1 SLEEVES
A. Cast -Iron Wall Pipes: Cast or fabricated of cast or ductile iron and equivalent to ductile -iron pressure pipe, with plain ends and integral waterstop unless otherwise indicated.

B. Galvanized -Steel Wall Pipes: ASTM A 53/A 53M, Schedule 40, with plain ends and welded steel collar; zinc coated.

C. Galvanized -Steel -Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, with plain ends.

D. PVC -Pipe Sleeves: ASTM D 1785, Schedule 40.

E. Galvanized -Steel -Sheet Sleeves: 0.0239 -inch (0.6 -mm) minimum thickness; round tube closed with welded longitudinal joint.

2.2 GROUT
A. Standard: ASTM C 1107/C 1107M, Grade B, post -hardening and volume -adjusting, dry, hydraulic -cement grout.

B. Characteristics: Non -shrink; recommended for interior and exterior applications.

C. Design Mix: 5000 -psi (34.5-MPa), 28 -day compressive strength.

D. Packaging: Premixed and factory packaged.

PART 3 - EXECUTION

3.1 SLEEVE INSTALLATION

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SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
A. Install sleeves for piping passing through penetrations in floors, partitions, roofs, and walls.

B. For sleeves that will have sleeve -seal system installed, select sleeves of size large enough to provide 1 -inch (25 -mm) annular clear space between piping and concrete slabs and walls.

1. Sleeves are not required for core -drilled holes.

C. Install sleeves in concrete floors, concrete roof slabs, and concrete walls as new slabs and walls are constructed.

1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches (50 mm) above finished floor level.

2. Using grout, seal the space outside of sleeves in slabs and walls without sleeve -seal system.

D. Install sleeves for pipes passing through interior partitions.

1. Cut sleeves to length for mounting flush with both surfaces.

2. Install sleeves that are large enough to provide 1/4 -inch (6.4 -mm) annular clear space between sleeve and pipe or pipe insulation.

3. Seal annular space between sleeve and piping or piping insulation; use joint sealants appropriate for size, depth, and location of joint. Comply with requirements for sealants specified in Section 079200 "Joint Sealants."
E. Fire -Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Comply with requirements for firestopping specified in Section 078400 "Firestopping."

3.2 SLEEVE AND SLEEVE -SEAL SCHEDULE
A. Use sleeves and sleeve seals for the following piping -penetration applications:

1. Exterior Concrete Walls above Grade:
a. Piping Smaller than NPS 6 (DN 150): Cast-iron wall sleeves. b. Piping NPS 6 (DN 150) and Larger: Cast-iron wall sleeves.

2. Exterior Concrete Walls below Grade:
a. Piping Smaller than NPS 6 (DN 150): Cast-iron wall sleeves with sleeve -seal system.
1) Select sleeve size to allow for 1 -inch (25 -mm) annular clear space between piping and sleeve for installing sleeve -seal system.

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b. Piping NPS 6 (DN 150) and Larger: Cast-iron wall sleeves with sleeve -seal system.
1) Select sleeve size to allow for 1 -inch (25 -mm) annular clear space between piping and sleeve for installing sleeve -seal system.

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SECTION 22 10 05

PLUMBING PIPING
SECTION 22 10 05 - PLUMBING PIPING
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Pipe, pipe fittings, specialties, and connections for piping systems.

1. Natural Gas.

2. Flanges, unions, and couplings.

1.2 REFERENCE STANDARDS
A. ANSI Z21.22 - American National Standard for Relief Valves and Automatic Gas Shutoff Devices for Hot Water Supply Systems 2015.

B. ASME B16.3 - Malleable Iron Threaded Fittings: Classes 150 and 300 2016.

C. Copper Alloy Tube 2016.

D. ASTM B828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings 2016.

E. ASTM C425 - Standard Specification for Compression Joints for Vitrified Clay Pipe and Fittings 2004 (Reapproved 2018).

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

G. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 2015, with Editorial Revision (2018).

H. ASTM D2239 - Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter 2012a.

ASTM D2513 - Standard Specification for Polyethylene (PE) Gas Pressure Pipe, Tubing, and Fittings 2019.

J. AGA - American Gas Association Code

1.3 SUBMITTALS
A. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings.

1.4 QUALITY ASSURANCE
A. Perform Work in accordance with State of California, standards.

B. Maintain one copy on project site.

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1.5 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of California plumbing code.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.

B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.

2.2 DOMESTIC WATER PIPING, BURIED WITHIN 5 FEET (1500 mm) OF BUILDING A. Copper Pipe: Class 150 bronze unions with brazed joints below grade, hard drawn, Type K, wrapped.

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

2. Joints: ASTM B32, alloy Sn95 solder.

2.3 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM B88 (ASTM B88M), Type L (B), Drawn (H).

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

2. Joints: ASTM B32, alloy Sn95 solder.

2.4 NATURAL GAS PIPING, BURIED BEYOND 5 FEET (1500 mm) OF BUILDING A. Polyethylene Pipe: ASTM D2513, SDR 11.

1. Fittings: ASTM D2683 or ASTM D2513 socket type.

2. Joints: Fusion welded.

2.5 NATURAL GAS PIPING, BURIED WITHIN 5 FEET (1500 mm) OF BUILDING A. Steel Pipe: ASTM A53/A53M Schedule 40 black.

1. Fittings: ASTM A234/A234M, wrought steel welding type.

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2. Joints: ASME B31.1, welded.

3. Jacket: AWWA C105/A21.5 polyethylene jacket or double layer, half -lapped 10 mil ( 0.25 mm) polyethylene tape.

2.6 NATURAL GAS PIPING, ABOVE GRADE
A. Steel Pipe: ASTM A53/A53M Schedule 40 black.

1. Fittings: ASME B16.3, malleable iron, or ASTM A234/A234M, wrought steel welding type.

2. Joints: Threaded or welded to ASME B31.1.

3. All exposed piping shall be painted or jacketed.

2.7 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches ( 80 mm ) and Under:

1. Copper tube and pipe: Class 150 bronze unions with soldered joints.

B. Grooved and Shouldered Pipe End Couplings:

1. Housing: Malleable iron clamps to engage and lock, designed to permit some angular deflection, contraction, and expansion; steel bolts, nuts, and washers; galvanized for galvanized pipe.

2. Sealing gasket: "C" shape composition sealing gasket.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that excavations are to required grade, dry, and not over -excavated.

3.2 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.

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

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

3.3 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Provide non -conducting dielectric connections wherever jointing dissimilar metals.

C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to

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walls.

D. Install piping to maintain headroom, conserve space, and not interfere with use of space.

E. Group piping whenever practical at common elevations.

F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment.

G. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings.

H. Shut-off valves shall be provided on all main branches, runs to risers and where shown on drawings. Locate shut-off valves over T -Bar Ceiling when possible. Provide access panes' when shut-off valves are located over hard lid ceilings.

Provide access where valves and fittings are not exposed.

J. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.

Color to be specified by architect.

K. All exposed, unfinished pipe, fittings, supports, and accessories shall be painted.

L. All piping, fittings, supports and accessories shall approved UV protection M. Install valves with stems upright or horizontal, not inverted. Refer to Section 22 05 23.

N. Provide stem extension on all valves for piping requiring insulation to ensure valve can be cycled without damaging pipe insulation.

O. Install water piping to ASME B31.9.

P. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372.

3.4 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Disinfect water distribution system in accordance with local jurisdiction. Potable water systems shall be disinfected and flushed prior to use by water -chlorination solution and have bacteriological examination made by an approved agency per 2016 California Plumbing Code section 609.9 and as prescribed in AWWA C651. Methods of cleaning / disinfecting for new or repair piping as described in C651 or NFPA 24.

B. Prior to starting work, verify system is complete, flushed and clean.

3.5 SERVICE CONNECTIONS
A. See Civil plans for sewer service to the building. Before commencing work check invert elevations required for sewer connections, confirm inverts and ensure that these can be properly connected with slope for drainage and cover to avoid freezing.

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B. See Civil plans for water service to the building.

3.6 PIPE MATERIAL SCHEDULES - SEE PLUMBING SHEET P0.01.

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PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Drains.

B. Cleanouts.

C. Hose bibbs.

D. Refrigerator valve and recessed box.

E. Water hammer arrestors.

F. Trap Primers.

G. Mixing valves.

1.2 REFERENCE STANDARDS
A. ASME A112.6.3 - Floor and Trench Drains 2019.

B. ASME A112.6.4 - Roof, Deck, and Balcony Drains 2008 (Reaffirmed 2012).

C. ASSE 1011 - Performance Requirements for Hose Connection Vacuum Breakers 2017.

D. ASSE 1012 - Performance Requirements for Backflow Preventers with an Intermediate Atmospheric Vent 2009.

E. ASSE 1013 - Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Principle Fire Protection Backflow Preventers 2011.

F. ASSE 1019 - Performance Requirements for Wall Hydrant with Backflow Protection and Freeze Resistance 2011 (Reaffirmed 2016).

G. NSF 61 - Drinking Water System Components - Health Effects 2019.

H. NSF 372 - Drinking Water System Components - Lead Content 2016.

PDI-WH 201 - Water Hammer Arresters 2017.

1.3 SUBMITTALS
A. Product Data: Provide component sizes, rough -in requirements, service sizes, and finishes.

B. Certificates: Certify that grease interceptors meet or exceed specified requirements.

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1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with not less than three years documented experience.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Accept specialties on site in original factory packaging. Inspect for damage.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF 372 for maximum lead content.

2.2 HOSE BIBBS
A. Manufacturers:

1. Woodford: www.woodfordmfg.com .

2. Zurn Industries, LLC: www.zurn.com .

3. Mifab: www.mifab.com
B. Interior Hose Bibbs (HB-1):

1. ASSE 1019; freeze resistant, self -draining type with chrome plated wall plate hose thread spout, lockshield and removable key, and integral vacuum breaker. Faucet to be housed in a flush mounted, tamper resistant brass wall box.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system.

C. Encase exterior cleanouts in concrete flush with grade.

D. Install floor cleanouts at elevation to accommodate finished floor.

E. Install approved potable water protection devices on plumbing lines where contamination of domestic water may occur; on boiler feed water lines, janitor rooms, fire sprinkler systems, premise isolation, irrigation systems, flush valves, interior and exterior hose bibbs.

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F. Install water hammer arrestors complete with accessible isolation valve on hot and cold water supply piping to lavatory sinks.

G. Install trap primers where floor drains are installed.

END OF SECTION

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SECTION 31 10 00

SITE CLEARING
SECTION 31 10 00 - SITE CLEARING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Protecting existing vegetation to remain.

2. Removing existing vegetation.

3. Clearing and grubbing.

4. Removing above- and below -grade site improvements.

5. Disconnecting, capping, or sealing site utilities.

6. Temporary erosion and sedimentation control.

1.2 PREINSTALLATION MEETINGS
A. Not required.

1.3 MATERIAL OWNERSHIP
A. Except for materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site.

1.4 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed trafficways if required by Owner or authorities having jurisdiction.

B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises.

C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.

D. Do not commence site clearing operations until temporary erosion- and sedimentation - control are in place.

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PART 3 - EXECUTION

3.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during construction.

B. Protect existing site improvements to remain from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Owner.

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A. Provide temporary erosion- and sedimentation -control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation -control Drawings and requirements of authorities having jurisdiction.

B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.

C. Inspect, maintain, and repair erosion- and sedimentation -control measures during construction until permanent vegetation has been established.

D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.

3.3 TREE AND PLANT PROTECTION
A. Protect trees and plants remaining on -site according to requirements in Section 01 56 39 "Temporary Tree and Plant Protection."
B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations.

3.4 EXISTING UTILITIES
A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.

1. Arrange with utility companies to shut off indicated utilities.

B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

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1. Notify Architect and owner not less than 7 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Architect's written permission.

3.5 CLEARING AND GRUBBING
A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.

1. Grind down stumps and remove roots larger than 3 inches in diameter, obstructions, and debris to a depth of 18 inches below exposed subgrade.

2. Use only hand methods or air spade for grubbing within protection zones.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches and compact each layer to a density equal to adjacent original ground.

3.6 SITE IMPROVEMENTS
A. Remove existing above- and below -grade improvements as indicated and necessary to facilitate new construction.

3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property.

END OF SECTION

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SECTION 32 12 16

ASPHALT PAVING
SECTION 32 12 16 - ASPHALT PAVING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Hot -mix asphalt paving.

2. Hot -mix asphalt overlay.

3. Cold milling of existing asphalt pavement.

4. Hot -mix asphalt patching.

5. Asphalt curbs.

B. Related Requirements:

1. Section 32 13 13 "Concrete Paving" for concrete pavement and for separate concrete curbs, gutters, and driveway aprons.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Per Notes on drawings.

1.3 ACTION SUBMITTALS
A. Product Data:

1. Herbicide.

B. Hot -mix asphalt designs.

1.4 INFORMATIONAL SUBMITTALS
A. Material Certificates: Include statement that mixes containing recycled materials will perform equal to mixes produced from all new materials.

1. Aggregates.

2. Asphalt binder.

3. Tack coat.

1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of section 302-5.5 of the standard specifications for public works construction for asphalt paving work.

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1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.

PART 2 - PRODUCTS

2.1 AGGREGATES
A. Coarse Aggregate: ASTM D692/D692M, sound; angular crushed stone, crushed gravel, or cured, crushed blast -furnace slag.

B. Fine Aggregate: ASTM D1073 or AASHTO M 29, sharp -edged natural sand or sand prepared from stone, gravel, cured blast -furnace slag, or combinations thereof.

2.2 ASPHALT MATERIALS
A. Asphalt Binder: PG64-10 binder designation.

B. Retain "Asphalt Cement" Paragraph below with option for viscosity- or penetration -graded asphalt cement if these materials are available and required. Viscosity testing measures properties more accurately than penetration testing. Insert viscosity or penetration grades below if required.

C. Asphalt Cement: ASTM d1557-12 Modified
D. Tack Coat: Per drawings.

2.3 AUXILIARY MATERIALS
A. Herbicide: Commercial chemical for weed control, registered by the EPA, and not classified as "restricted use" for locations and conditions of application. Provide in granular, liquid, or wettable powder form.

PART 3 - EXECUTION

3.1 COLD MILLING
A. Clean existing pavement surface of loose and deleterious material immediately before cold milling. Remove existing asphalt pavement by cold milling to grades and cross sections indicated.

3.2 PATCHING
A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound -aggregate base course to form new subgrade.

B. Portland Cement Concrete Pavement: Break cracked slabs and roll as required to reseat concrete pieces firmly.

1. Remove disintegrated or badly cracked pavement. Excavate rectangular or trapezoidal patches, extending into perimeter of adjacent sound pavement, unless

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otherwise indicated. Cut excavation faces vertically. Recompact existing unbound - aggregate base course to form new subgrade.

C. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.10 gal./sq. yd.

1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

D. Placing Patch Material: Fill excavated pavement areas with hot -mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface.

3.3 SURFACE PREPARATION
A. Ensure that prepared subgrade is ready to receive paving. Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces.

B. Herbicide Treatment: Apply herbicide in accordance with manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compacted -aggregate base before applying paving materials.

1. Mix herbicide with prime coat if formulated by manufacturer for that purpose.

C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.10 gal./sq. yd.

1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

3.4 HOT -MIX ASPHALT PLACEMENT
A. Machine place hot -mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted.

1. Place hot -mix asphalt base course and binder course in number of lifts and thicknesses indicated.

2. Place hot -mix asphalt surface course in single lift.

3. Spread mix at a minimum temperature of 250 deg F.

4. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt -paving mat.

B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required.

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C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot -mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface.

3.5 JOINTS

1. No joints should be needed.

3.6 COMPACTION
A. General: Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. Compact hot -mix paving with hot hand tampers or with vibratory - plate compactors in areas inaccessible to rollers.

1. Complete compaction before mix temperature cools to 185 deg F.

B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements.

C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot -mix asphalt is still hot enough to achieve specified density. Continue rolling until hot - mix asphalt course has been uniformly compacted to the following density:

1. Average Density, Rice Test Method: 92 percent of reference maximum theoretical density in accordance with ASTM D2041/D2041M, but not less than 90 percent or greater than 96 percent.

D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot -mix asphalt is still warm.

E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly.

F. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened.

G. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked.

3.7 INSTALLATION TOLERANCES
A. Pavement Thickness: Compact each course to produce thickness indicated within the following tolerances:

1. Base Course and Binder Course: Plus or minus 1/2 inch.

2. Surface Course: Plus 1/4 inch, no minus.

B. Pavement Surface Smoothness: Compact each course to produce surface smoothness within the following tolerances as determined by using a 10 -foot straightedge applied transversely or longitudinally to paved areas:

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1. Base Course and Binder Course: 1/4 inch.

2. Surface Course: 1/8 inch.

3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch.

3.8 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.

B. Replace and compact hot -mix asphalt where core tests were taken.

C. Remove and replace or install additional hot -mix asphalt where test results or measurements indicate that it does not comply with specified requirements.

3.9 WASTE HANDLING
A. General: Handle asphalt -paving waste in accordance with approved waste management plan required in Section 017419 "Construction Waste Management and Disposal."

END OF SECTION

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SECTION 32 13 13

CONCRETE PAVING
SECTION 32 13 13 - CONCRETE PAVING
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Concrete sidewalks, integral curbs, and gutters.

1.2 REFERENCE STANDARDS
A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal Weight Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

B. ACI 301 - Specifications for Structural Concrete; American Concrete Institute International; 2010 (Errata 2012).

C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

D. ACI 305R - Hot Weather Concreting; American Concrete Institute International; 2010.

E. ACI 306R - Cold Weather Concreting; American Concrete Institute International; 2010.

F. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2014 is current; use 2004a as indicated in 2022 CBC Referenced Standards.

G. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a is current; use 2003 as indicated in 2022 CBC Referenced Standards.

H. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2014.

ASTM C94/C94M - Standard Specification for Ready -Mixed Concrete; use 2004a as indicated in 2022 CBC Referenced Standards.

J. ASTM C150/C150M - Standard Specification for Portland Cement; use 2007 as indicated in 2022 CBC Referenced Standards.

K. ASTM C309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing Concrete; 2011.

L. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2013.

M. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non -extruding and Resilient Bituminous Types); 2004 (Reapproved 2013).

N. Standard Specifications for Public Works Construction, County of Los Angeles, latest edition.

1. Standard Specifications shall be as amended and adopted by authorities having jurisdiction, including the County of Los Angeles.

2. Where reference is made to Standard Details, such reference shall be to the Standard Details accompanying the Standard Specifications, as amended and adopted by the authorities having jurisdiction.

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3. Wherever term "Agency" occurs in Standard Specifications, it shall be understood to mean Owner for purposes of the Contract.

4. Wherever term "Engineer" occurs in Standard Specifications, it shall be understood to mean Architect for purposes of the Contract.

1.3 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Mix Design: Design mixes for each concrete mix.

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

1. Material Certificates signed by manufacturers for each of the following:
a. Cementitious materials and aggregates.
b. Steel reinforcement and reinforcement accessories.
c. Admixtures.
d. Curing compounds.
e. Joint fillers.

D. Shop drawings: For pattern layout and verification.

1.4 QUALITY ASSURANCE
A. Industry Standard: Perform concrete paving Work in accordance with ACI 301.

B. Regulatory Requirements: Where reference is made to Standard Specifications, the following shall apply:

1.. Perform on -site work as indicated and referenced on the Contract Drawings and as specified herein.

2. Conform to Standard Specifications for Public Works Construction.

3. Conform to California Code of Regulations (CCR), Volume 2, Part 2, Chapters 18A and 19A.

4. Conform to California Building Code (CBC), Chapter 11B and ADAAG for accessibility requirements.
a. Concrete paving and concrete finishes along accessible routes of travel shall be at least as slip -resistant as that described as a medium Broom finish for slopes of less than 6%, and slip resistant at slopes of 6% or greater; CBC 11B-403.2.

5. Comply with OSHA and Cal -OSHA requirements.

6. Continuous surfaces, including walks and sidewalks, shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/4 inch (3 mm) vertical (CBC 11B-303.2), or beveled at 1:2 slope to a maximum height of 1/2 inch (12 mm) (CBC 11B-303.3) and shall have a minimum width of 48 inches (1219 mm); CBC 11B-403.5.1.

7. Surface cross slopes shall not exceed 2 percent on any accessible path of travel.

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8. Surface slopes shall not exceed 2 percent in any direction for areas of flatwork that have no discernable path of travel. These areas are also known as plaza areas.

C. Source Quality Control: Obtain like materials from one source throughout.

D. Lines and Levels: Established by State of California licensed Surveyor or registered Civil Engineer. Costs of surveying services shall be included in the Contract Sum.

1.5 MOCK-UP
A. Not required
PART 2 - PRODUCTS

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

B. Concrete Sidewalks: 2,500 psi (17.2 MPa) 28 -day concrete, minimum 4 inches (100 mm), natural grey color Portland cement.

2.2 FORM MATERIALS
A. Wood form material, profiled to suit conditions.

B. Joint Filler: Preformed; non -extruding bituminous type (ASTM D 1751).

1. Thickness: 1/2 inch (12 mm).

2.3 REINFORCEMENT
A. General: As indicated on drawing
B. Reinforcing Steel: ASTM A615/A615M Grade 60 (420); deformed billet steel bars; unfinished finish.

1. Unless detailed otherwise on drawings, provide number 4 reinforcing bars at 18 inches on center, each way.

C. Tie Wires: 18 gage minimum, black annealed steel.

D. Construction Joint Reinforcing:

1. Dowels: ASTM A615/A615M, Grade 60 - 60,000 psi (420 MPa) yield strength; deformed billet steel bars; unfinished finish.

2.4 PERFORMANCE REQUIREMENTS
A. Albedo reflectance of finish concrete shall be minimum 0.30.

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

B. Cement: ASTM C150/C150M Sulfate Resistant - Type V portland type, grey color.

C. Fine and Coarse Mix Aggregates: ASTM C33/C33M.

D. Water: Clean, and not detrimental to concrete.

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2.6 ACCESSORIES
A. Liquid Curing Compound: ASTM C 309, Type 1, Class A. Comply with all applicable air pollution requirements.

B. Liquid Surface Sealer:

1. High solids, acrylic curing and sealing compound: Minimum 30% non -yellowing, acrylic solids curing compound; shall conform to ASTM C 309 and ASTM C 1315, Type I, Class A, VOC compliant.
a. Acceptable Products:
1) L&M Construction Chemicals, Inc.; Dress & Seal WB:
www.lmcc.com .
2) M. Scofield Company; Cureseal-W: www.scofield.com . 3) W. R. Meadows Company; Decra-Seal W/B:
www.wrmeadows.com .
4) Substitutions: See Section 01 60 00 - Product Requirements.

C. Surface Retarder:

1. Color: As selected by Architect from manufacturer's custom range.

2. Acceptable Products:
a. Preco EAC-S, manufactured by Fosroc, Inc., Georgetown, KY, or approved equal.
b. WR Grace; Grace Top Cast: www.graceconstruction.com c. Substitutions: See Section 01 60 00 - Product Requirements.

E. Concrete Paving Joint Sealant: Polyurethane, self -leveling; ASTM C920, Class 25, Uses T, I, M and A; single component.

1. Color: Gray.

2. Applications: Use for:
a. Joints in sidewalks and vehicular paving.

3. Products:
a. Pecora Corporation; NR -201 Self -Leveling Traffic and Loop Sealant:
www.pecora.com .
b. BASF Construction Chemicals -Building Systems:
www.buildingsystems.basf.com .
c. Sherwin-Williams Company; Stampede 1SL Polyurethane Sealant:
www.sherwin-williams.com .
d. Substitutions: See Section 01 60 00 - Product Requirements.

F. Soil Sterilant: As specified in Standard Specifications for Public Works Construction. Soil sterilant shall comply with all applicable environmental protection and hazardous materials laws and regulations.

G. Headers and Stakes: Pressure preservative treated Douglas Fir, 2 x 6 inch (50 x 150 mm) nominal size except at curves provide laminated 1 x 6 inch (25 x 150 mm). Use hot dipped galvanized nails only.

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H. Expansion Joint Filler: ASTM D1751, pre -molded, compressible 1/2 inch (12 mm) thick non -extruding bituminous type resilient filler, compatible with joint backing and sealing products.

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

B. Concrete Mix for Pedestrian (Sidewalk) Pavements, Natural Color, unless indicated otherwise: Standard Specification for Public Works Construction, Section 201-1.1.2 - Class 520-C-2500, with minimum slump of 4 -inches
C. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.

1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs.

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

1. Use accelerating admixtures in cold weather or set retarding admixtures in hot weather only when approved by Architect. Do not use calcium chloride.

E. Concrete Properties:

1. Compressive strength, when tested in accordance with ASTM C39/C39M at 28 days; As scheduled.

2. Water -Cement Ratio: Maximum 50 percent by weight.

3. Maximum Slump: 4 inches (100 mm).

2.8 MIXING
A. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify compacted stabilized soil is acceptable and ready to support paving and imposed loads.

B. Fine grading, checking, shaping, and compacting of subgrade shall be complete before start of concrete paving Work.

C. Verify gradients and elevations of base are correct.

3.2 PREPARATION
A. Project Conditions:

1. Water and Dust Control: Maintain control of concrete dust and water at all times.

Do not allow adjacent planting areas to be contaminated.

2. Do not place pavement when base surface or ambient temperature is less than 40 degrees F (4 degrees C) or if base surface is wet or frozen.

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3. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

B. Moisten base to minimize absorption of water from fresh concrete. Do not place concrete on standing water.

3.3 FORMING
A. Place and secure forms to correct location, dimension, profile, and gradient.

1. Surfaces and Edges: Provide tooled edges.

B. Concrete Formwork:

1. Construct formwork accurately and to configurations and dimensions indicated for finish concrete Work.

2. Formwork shall be substantial, mortar -tight and braced to maintain position and shape during placement of reinforcing and concrete.

3. Hold forms rigidly in place by stakes, clamps, spreaders and braces where required to ensure rigidity.

4. Curbs:
a. Construct curb forms with smooth side placed next to exposed concrete face.
b. Curb forms shall have true, smooth upper edge.
c. Depth of curb forms at back of curbs shall be equal to full depth of curb. d. Depth of face forms shall be equal to full face height of curb. e. Benders or thin plank forms may be used to form curves and at grade changes and curb returns.
f. Back forms for curb returns may be made of 1/2 inch (12 mm) thick benders cleated together for full depth of the curb.

5. Formwork shall not deviate more than 1/4 inch (6 mm) maximum from required positions and levels.

6. Verify formwork alignment and levels as Work proceeds, promptly making adjustments and adding bracing as necessary.

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

1. Remove the form on the front of curbs in not less than one hour nor more than 6 hours after the concrete has been placed.

2. Remove side forms for sidewalks, gutter depressions, island paving and driveways, not less than 12 hours after the finishing has been completed.

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

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3.5 REINFORCEMENT
A. Place reinforcement at mid -height of slabs -on -grade.

B. Reinforcement Placement, General: Locate reinforcement as indicated on Drawings or in Standard Specifications, whichever is more stringent.

1. Locate reinforcement to provide required cover by concrete. If not otherwise indicated on Drawings or in Standard Specifications, provide concrete cover in compliance with ACI 318, Table 3.3.2.3.

2. Place, support and secure reinforcement against displacement.

C. Reinforcement Spacing: Space reinforcement as indicated on Drawings or in Standard Specifications, whichever is more stringent. If not indicated, maintain clear spacing of two times bar diameter but not less than 1-1/2 inch (38 mm) nor less than 1-1/3 times maximum size aggregate.

D. Coordination: Locate reinforcement to accommodate embedded products and formed openings and recesses.

E. Reinforcement Supports: Provide load bearing pads under supports or provide precast concrete block bar supports.

F. Interrupt reinforcement at contraction and expansion joints.

G. Place dowels to achieve pavement and curb alignment as detailed.

1. Secure tie dowels in place before depositing concrete. Provide No. 3 bars, 18 inch (457 mm) long at 24 inches (610 mm) O.C. for securing dowels where no other reinforcement is provided.

3.6 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 (4 degrees C), or surface is wet or frozen.

3.7 PLACING CONCRETE
A. Mixing: If batch plant is within travel time not exceeding maximum limits, transit mix concrete in accordance with ASTM C94. If travel time exceeds limits, provide alternative means for mixing and submit for review and approval.

B. Place concrete in accordance with ACI 304R.

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

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

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E. 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.

F. Use internal vibration to consolidate concrete around reinforcing per industry guidelines.

G. Place concrete to pattern indicated.

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

B. Place 1/2 inch (12 mm) wide expansion joints as indicated on Drawings (if not indicated provide at 20 foot (6 m) intervals) and to separate paving from vertical surfaces and other components and in pattern indicated.

1. Place in all concrete walks, other exterior flatwork and concrete curbs and gutters.

2. If expansion joints are not indicated, comply with standard details and specifications of authorities having jurisdiction, including Standard Details for Public Works Construction and Standard Specification for Public Works Construction, as applicable.

3. Place expansion control filler to correct elevation and profile. Form joints with joint filler extending from bottom of pavement to within 1/2 inch (13 mm) of finished surface.

4. Secure to resist movement by wet concrete.

5. Coordinate locations to align expansion joints in adjoining concrete walks, curbs, gutters and other exterior flatwork.

6. Provide expansion joints also at beginning and end of all curved segments.

7. Provide expansion joints also at intersections of concrete curbs and gutters and building footing.

8. Provide expansion joints also at intersections of concrete paving and building footing.

9. Lay out expansion joint locations to occur where possible at penetrations such as handrail posts and columns.

10. Place expansion control filler to correct elevation and profile.

C. Provide scored joints:

1. As indicated on Drawings. If not indicated, locate joints in compliance with Standard Details and as indicated below.

2. Evenly spaced at maximum 5 feet (1.5 m) intervals for vehicular paving and 5 feet (1.5 m) for pedestrian paving or as indicated on drawing 2/A10.01.

3. Between sidewalks and curbs.

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4. Between curbs and pavement.

5. Lay out control joint locations to occur at penetrations such as handrail posts and columns and where shown on Drawings.

6. Refer to Architectural, Landscape and Civil Drawings for additional information and joint locations.

D. Provide keyed joints as indicated.

E. Saw cut contraction joints 1/8 inch (3 mm) wide at an optimum time after finishing. Cut 1/3 into depth of slab.

3.9 FINISHING
A. Concrete Paving Finish: ACI 301, two-step trowel finish, followed after surface has achieved initial set by flooding of surface and light rubbing with bristle brush so that concrete fines are exposed slightly.

1. Finish surface less than 6 percent shall receive medium broom finish resembling medium grit sandpaper. CBC 11B-403 and 11B-302.1.

2. Finish surface greater than 6 percent shall receive heavy broom finish. CBC 11B- 403 and 11B-302.1.

3. Surfaces shall have static coefficients of friction of 1.3 to 1.6 (dry) and 1.2 to 1.4 (wet) when field tested in accordance with ASTM C1028.

4. Portland cement concrete paving shall be stable, firm, and slip resistant and shall comply with CBC Sections 11B-302 and 11B-403.

B. Curbs and Gutters: Comply with Standard Specifications.

C. Specific Finishes:

1. Trowel: Precautions should be taken to ensure that the surface is uniformly troweled so that it is not slippery. Do not over -trowel or burnish the surface.

D. Curing and Sealing:

1. Place sealer on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions.

2. Precautions shall be taken in hot weather to prevent plastic cracking resulting from excessively rapid drying at surface as described in CIP 5 Plastic Shrinkage Cracking published by the National Ready Mixed Concrete Association.

3. Do not cover concrete with plastic sheeting.

3.10 JOINT SEALING
A. See Section 07 92 00 - Joint Sealants for joint sealer requirements.

3.11 TOLERANCES
A. ACI 301, Class B, except paving in public rights -of -way shall comply with the Standard Specifications.

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B. Maximum Variation of Surface Flatness: 1/4 inch (6 mm) in 10 ft (3 m).

C. Maximum Variation from True Position: 1/4 inch (6 mm).

3.12 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 0140 00.

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

2. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.

3. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements.

B. Compressive Strength Tests: ASTM C 39/C 39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 75 cu yd (57 cu m) or less of each class of concrete placed each day.

1. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

2. Perform one slump test for each set of test cylinders taken.

C. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken.

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

B. Do not permit pedestrian or vehicular traffic over pavement until 75 percent design strength of concrete has been achieved.

C. Prohibit all vehicular traffic across pedestrian paving unless suitable base and reinforcement have been added.

D. Provide lumber ramping and plywood covering where curbs and gutters are subject to vehicular and equipment traffic during construction.

E. Provide protection of colored concrete in accordance with colored concrete manufacturer's instructions and recommendations.

END OF SECTION

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PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Cold -applied joint sealants.

2. Hot -applied joint sealants.

3. Joint -sealant backer materials.

4. Primers.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at project site.

1.3 ACTION SUBMITTALS
A. Product data.

B. Samples: Manufacturer's standard color sheets, showing full range of available colors for each type of joint sealant.

1.4 QUALITY ASSURANCE
A. Qualifications:

1. Installers: Entity that employs installers and supervisors who are trained and approved by manufacturer.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS, GENERAL
A. Compatibility: Provide joint sealants, backer materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint -sealant manufacturer, based on testing and field experience.

2.2 COLD -APPLIED JOINT SEALANTS
A. Single -Component, Nonsag, Silicone Joint Sealant: ASTM D5893/D5893M, Type NS.

B. Single -Component, Self -Leveling, Silicone Joint Sealant: ASTM D5893/D5893M, Type SL.

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C. Single Component, Pourable, Urethane, Elastomeric Joint Sealant: ASTM C920, Type S, Grade P, Class 25, for Use T.

2.3 HOT -APPLIED JOINT SEALANTS
A. Hot -Applied, Single -Component Joint Sealant, Type I: ASTM D6690.

B. Hot -Applied, Single -Component Joint Sealant, Type I or Type I I : ASTM D6690.

C. Hot -Applied, Single -Component Joint Sealant, Type I, 1 1, or I I I : ASTM D6690.

D. Hot -Applied, Single -Component Joint Sealant, Type IV: ASTM D6690.

2.4 JOINT -SEALANT BACKER MATERIALS
A. Joint -Sealant Backer Materials: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by joint -sealant manufacturer, based on field experience and laboratory testing.

B. Round Backer Rods for Cold- and Hot -Applied Joint Sealants: ASTM D5249, Type 1, of diameter and density required to control sealant depth and prevent bottom -side adhesion of sealant.

C. Round Backer Rods for Cold -Applied Joint Sealants: ASTM D5249, Type 3, of diameter and density required to control joint -sealant depth and prevent bottom -side adhesion of sealant.

D. Backer Strips for Cold- and Hot -Applied Joint Sealants: ASTM D5249; Type 2; of thickness and width required to control joint -sealant depth, prevent bottom -side adhesion of sealant, and fill remainder of joint opening under sealant.

2.5 PRIMERS
A. Primers: Product recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated.

PART 3 - EXECUTION

3.1 PREPARATION
A. Surface Cleaning of Joints: Before installing joint sealants, clean out joints immediately to comply with joint -sealant manufacturer's written instructions.

B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint -sealant manufacturer.

3.2 INSTALLATION OF JOINT SEALANTS
A. Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply.

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B. Joint -Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions.

C. Install joint -sealant backers to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

1. Do not leave gaps between ends of joint -sealant backer materials.

2. Do not stretch, twist, puncture, or tearjoint-sealantbacker materials.

3. Remove absorbent joint -sealant backer materials that have become wet before sealant application and replace them with dry materials.

D. Install joint sealants immediately following backer material installation, using proven techniques that comply with the following:

1. Place joint sealants so they fully contact joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

E. Tooling of Nonsag Joint Sealants: Immediately after joint -sealant application and before skinning or curing begins, tool sealants in accordance with the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint:

1. Remove excess joint sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by joint -sealant manufacturer and that do not discolor sealants or adjacent surfaces.

F. Provide joint configuration to comply with joint -sealant manufacturer's written instructions unless otherwise indicated.

G. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials approved in writing by joint -sealant manufacturers.

END OF SECTION

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SECTION 32 17 23

PAVEMENT MARKINGS
SECTION 32 17 23 - PAVEMENT MARKINGS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Painted markings applied to asphalt paving.

2. Painted markings applied to concrete surfaces.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at project site.

1.3 ACTION SUBMITTALS
A. Product Data:

1. Pavement -marking paint, solvent -borne.

2. Pavement -marking paint, acrylic.

3. Pavement -marking paint, latex.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Contractor to submit product for review.

2.2 PERFORMANCE REQUIREMENTS
A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design" and ICC A117.1.

2.3 PAVEMENT -MARKING PAINT
A. Pavement -Marking Paint, Solvent -Borne: MPI #32, solvent -borne traffic -marking paint.

1. Color: White and Blue.

B. Pavement -Marking Paint, Acrylic: Acrylic, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT -P -1952F, Type II, with drying time of less than 45 minutes.

1. Color: White and Blue.

C. Pavement -Marking Paint, Latex: MPI #97, latex traffic -marking paint.

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1. Color: White and Blue.

PART 3 - EXECUTION

3.1 PAVEMENT MARKING
A. Do not apply pavement -marking paint until layout, colors, and placement have been verified with Architect.

B. Allow asphalt paving or concrete surfaces to age for a minimum of 30 days before starting pavement marking.

C. Sweep and clean surface to eliminate loose material and dust.

D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils.

1. Apply graphic symbols and lettering with paint -resistant, die -cut stencils, firmly secured to asphalt paving or concrete surface.

END OF SECTION

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TACTILE WARNING SURFACING
SECTION 32 17 26 - TACTILE WARNING SURFACING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Cast -in -place detectable warning tiles.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Samples for each type of exposed finish requiring color selection.

PART 2 - PRODUCTS

2.1 TACTILE WARNING SURFACING, GENERAL
A. Accessibility Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1 for tactile warning surfaces.

1. For tactile warning surfaces composed of multiple units, provide units that when installed provide consistent side -to -side and end -to -end dome spacing that complies with requirements.

2.2 DETECTABLE WARNING TILES
A. Cast -in -Place Detectable Warning Tiles: Accessible truncated -dome detectable warning tiles with replaceable surface configured for setting flush in new concrete walkway surfaces, with slip -resistant surface treatment on domes and field of tile.

1. Material: Molded glass- and carbon -fiber -reinforced polyester.

2. Color: Safety yellow

3. Shapes and Sizes:
a. Rectangular panel, 12 by 12 inches.
b. Radius panel, nominal 24 inches deep by 6 -foot outside radius.

4. Dome Spacing and Configuration: 1.67 -inch spacing 2.35 -inch spacing Manufacturer's standard compliant spacing, in square [manufacturer's standard pattern.

5. Mounting:
a. Permanently embedded detectable warning tile wet -set into freshly poured concrete. b. Detectable warning tile set into formed recess in concrete and adhered with mortar.

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c. Replaceable detectable warning tile wet -set into freshly poured concrete and surface -fastened to permanently embedded anchors.

2.3 ACCESSORIES
A. Sealant: As recommended by manufacturer for sealing perimeter of tactile warning surfacing unit.

PART 3 - EXECUTION

3.1 INSTALLATION OF TACTILE WARNING SURFACING
A. General: Prepare substrate and install tactile warning surfacing according to manufacturer's written instructions unless otherwise indicated.

B. Place tactile warning surfacing units in dimensions and orientation indicated. Comply with location requirements of AASHTO MP 12.

C. Cast -in -Place Detectable Warning Tiles: Set each detectable warning tile accurately and firmly in place and completely seat tile back and embedments in wet concrete by tamping or vibrating. Set surface of tile flush with surrounding concrete and adjacent tiles. Remove concrete from tile surfaces and clean using methods recommended in writing by manufacturer.

D. Remove and replace tactile warning surfacing that is broken or damaged or does not comply with requirements in this Section. Remove in complete sections from joint to joint unless otherwise approved by Architect. Replace using tactile warning surfacing installation methods acceptable to Architect.

E. Protect tactile warning surfacing from damage and maintain free of stains, discoloration, dirt, and other foreign material.

END OF SECTION

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City of Beaumont
Appendices
APPENDIXA—
APPENDIX B —

APPENDIX C

APPENDIX D
APPENDIX E —
APPENDIX F —

BEAUMONT

APPENDICES

TABLE OF CONTENTS
City Hall! ADA Ramps
CIP F-03

ASBESTOS & LEAD SURVEY
1 PREVAILING WAGE DETERMINATION 2
— SAM UEI FORM 3
— BYRD ANTI -LOBBYING CERTIFICATION FORM 4
ECONOMIC SANCTIONS EO N-6-22 FORM 5
MBE / WBE FORMS 6

APPENDICES
1

City of Beaumont
Appendices

BEAUMONT
APPENDIX A — Asbestos & Lead Survey

APPENDICES
1 City Hall! ADA Ramps
CIP F-03

0 Magnolia Environmental, LLC
Project:

Limited Asbestos and Lead Survey Report
550 E. 6th St.

Beaumont, CA 92223
Project Number: 3541
Local Office:

Magnolia Environmental
1100 E. Orangethorpe Ave. Unit 200-Z 1
Anaheim, CA 92801
Office: 562-922-3144
Client:

City of Beaumont
Date Report Issued:

November 3,2021

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

TABLE OF CONTENTS
Introduction 3
Description of Facility/Work Area 3
Purpose and Scope 3
Methods 3
A. Asbestos 3
B. Lead -Based Paint 4
Results 6
A Asbestos 6
B Lead -Based Paint 8
Conclusion/Recommendations 10
A Asbestos 10
B Lead -Based Paint 10
Appendices
Appendix A Asbestos Laboratory Analytical Results, Chain of Custody Appendix B. Lead Based Paint Performance Characteristic Sheet Appendix C Site Map/Sketch
Appendix D Site Photographs
Appendix E Accreditations and Certification
Oda
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www gelii}l 8Oie28 m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

INTRODUCTION
The client referenced above retained Magnolia Environmental to perform an environmental evaluation that included: asbestos -containing material (ACM) and lead -based paint (LBP), at the property referenced above prior to renovation. The evaluation included the sampling of suspect asbestos containing materials, potential lead -based paint, and a visual assessment in areas that will be impacted during the renovation project at the subject property. Industrial hygienist, Andrea Pulsipher Cal -OSHA Certified Asbestos Consultant (CAC) No. 17-5929, and California Department of Public Health (CDPH) Certified Lead Inspector/Assessor No. LRC-00003897, performed the on -site hazard evaluation on October 21, 2021.

Magnolia Environmental report is for the exclusive use of our client referenced above and applies only to the structures referenced above or portion thereof. No one other than our client or those contracted by our client may utilize, reference, or otherwise rely on this report without prior written consent from Magnolia Environmental.

DESCRIPTION OF FACILITY/WORK AREA
Work area is located in a commercial building. Our inspector noted that the ceiling plaster was damaged.

Causes to the disturbance is unknown.

PURPOSE AND SCOPE
The purpose of this investigation is to perform a hazardous materials environmental evaluation in order to aid our client referenced above prior to renovation at the subject property.

Magnolia Environmental's scope of work included:
• A visual reconnaissance of the impacted areas on the property to evaluate the possible presence of ACM and LBP
• Collection of bulk samples of suspect ACM, submittal to a NVLAP accredited laboratory for analysis.
• Collection of paint was sampled for potential LBP by XRF analysis. • Assessment of the condition of potential ACM and LBP. • Preparation of this report, which presents our data and summarizes the assessed materials. 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www gelid 9ofe28Vm

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

METHODS
A. ASBESTOS
Suspect asbestos materials are sampled and later identified using the Polarized Light Microscopy (PLM) method in accordance with the EPA Interim method of the Determination of Asbestos in Bulk Samples (EPA/600/ R-93/116, July 1993). Sampling was performed in accordance with 40 CFR 763.86. Homogeneous areas were based on the total functional space. Number of samples per homogeneous area was taken as recommended under said section "Sampling Procedures". The PLM Method is the most commonly used method to analyze building materials for the presence of asbestos. This method utilizes the optical properties of minerals to identify the selected constituent. The use of this method enables identification of the type and the percentage of asbestos in each sample. The detection limit of the PLM method for asbestos identification is about one (1) percent asbestos. Because the State of California recognizes asbestos - containing building material (ACBM) as any material, which contains greater than or equal to one tenth of one percent (.1) asbestos, materials containing "trace" amounts of asbestos are reported as ACBM in the State of California. CSC recommends Transmission Electron Microscopy (TEM) analysis for asbestos samples with one percent (1%) or less asbestos content and Point Count Method with results ranging between two percent (2%) and ten percent (10%) when analyzed via PLM.

Documentation of the laboratory results should be retained as a reference for general building safety and maintenance, and for any future renovation/ demolition activities.

INSPECTION PROCEDURE (763.85)
Areas Inspected: The inspector performed a preliminary walk-through to designate the functional spaces. She also noted which areas had homogeneous materials.

The inspector then visually inspected each accessible room that will be impacted during the renovation. The inspector touched suspect materials to determine if they were friable. For each suspect material, the inspector noted its condition and the potential for disturbance.

Quantities: Suspect asbestos -containing materials identified at the site were quantified. For general functional space measurements were used. Such measurements provide "approximate square or linear footage" (763.93 (d)(2)(ii)).

Suspect Asbestos -Containing Materials: were sampled for laboratory analysis or were visually identified as ACM.

Magnolia Environmental collected a total of Forty Eight (48) bulk samples of suspect ACM material. The samples were transferred following proper chain of custody protocol to Ecologics Laboratories, located at 2487 Orangethorpe Ave. Fullerton, CA 92831, for analysis. Ecologics Laboratories is an accredited laboratory for bulk asbestos analysis under the National Institute of Standards and Technology, National Voluntary Laboratory Accreditation Program (CertificationNumber 600190-0).

A total of 48 bulk samples were collected. Below is a list of samples collected:
• GB -1 Gypsum board
• GB -2 Gypsum board
• GB -3 Gypsum board
• JC-1 Joint compound
• JC-2 Joint compound
• JC-3 Joint compound
• CB -1 Cove base — black
• CB -2 Cove base — black
• CB -3 Cove base — black
• CT -1 2'x4' Ceiling tile — white
• CT -2 2'x4' Ceiling tile — white
• CT -3 2'x4' Ceiling tile - white
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www geha1 0Dofe28Vm

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

List of bulk samples of suspect ACM collected continued:
• F-1 Ceramic flooring grout
• F-2 Ceramic flooring grout
• F-3 Ceramic flooring grout
• R1-1 Roofing layer 1
• R1-2 Roofing layer 2
• R1-3 Roofing layer 3
• P-1 Interior plaster
• P-2 Interior plaster
• P-3 Interior plaster
• R2-1 Roofing layer 2
• R2-2 Roofing layer 2
• R2-3 Roofing layer 2
• CM -1 Carpet mastic
• CM -2 Carpet mastic
• RF-1 Roofing felt — layer 3
• RF-2 Roofing felt — layer 3
• RF-3 Roofing felt — layer 3
• PM -1 Penetration mastic
• PM -2 Penetration mastic
• PM -3 Penetration mastic
• CT2-1 1'xl' Ceiling tile
• CT2-2 1'xl' Ceiling tile
• CT2-3 1'xl' Ceiling tile
• CTM-1 Brown ceiling tile mastic
• CTM-2 Brown ceiling tile mastic
• CTM-3 Brown ceiling tile mastic
• P2-1 Interior plaster (building B)
• P2-2 Interior plaster (building B)
• P2-3 Interior plaster (building B)
• WP -1 Window putty
• WP -2 Window putty
• WP -3 Window putty
• S-1 Stucco
• S-2 Stucco
• S-3 Stucco
B` LEAD-BASEDPAINT
Our inspector analyzed Twenty Two (22) paint samples from representative surfaces of the areas that will be impacted during therenovation. The samples were analyzed via XRF analysis; results are attached in appropriate appendixes. 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www geli4l rtoo jie2g m

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

RESULT
A. ASBESTOS
Forty Eight (48) bulk samples were taken using polarized light microscopy (PLM). The following table summarizes the results of the sample analysis and of the visual assessment. A complete list of sample results can be found in the laboratory sheets at the end of this report.

TABLE I: ACM RESULTS
MTL
#
Sample
ID
Material Description
Sample Location
F/NF1
Cond.2
%ACM
# Samples
Est.

Quantity
01 GB
Gypsum Board
Gypsum board sampled from the
kitchen, finance, and women's bathroom
NF
G
0%
3 1,680 SF
02 JC
Joint Compound
Joint compound sampled from the
kitchen, customer service, and men's
bathroom
NF
G
0%
3 1,680 SF
03 CB
Cove Base — Black
Black cove base sampled from finance,
NF
G
0%
3 75 SF
customer service, and kitchen
04 CT
2'x4' Ceiling Tile — White
2'x4' White ceiling tile sampled from
the kitchen, finance, and customer
service
NF
G
0%
3 163 SF
05 F
Ceramic Flooring Grout
Ceramic flooring grout sampled from the
kitchen, men's bathroom, and women's
bathroom
NF
G
0%
3 403 SF
06 R1
Roofing Layer 1
Roofing (layer 1) sampled from the roof
NF
G
0%
3 5,031 SF
07 P
Interior Plaster
Interior plaster sampled from the
kitchen, finance, and customer service
F
D
0%
3 1,680 SF
08 R2
Roofing Layer 2
Roofing (layer 2) sampled from the roof
NF
G
0%
3 5,031 SF
09 CM
Carpet Mastic
Carpet mastic sampled from the kitchen
and finance
NF
G
0%
3 1,180 SF
10 RF
Roofing Felt Layer 3
Roofing felt (layer 3) sampled from the
roof
NF
G
0%
3 5,031 SF
11 PM
Penetration Mastic
Penetration mastic sampled from the
roof penetrations including skylights
NF
G
7%
3 80 SF
12 CT2
1 'xl' Ceiling Tile
1'xl' Ceiling tile sampled from the
kitchen and finance
NF
G
0%
3 1,400 SF
13 CTM
Brown Ceiling Tile Mastic
Brown ceiling tile mastic sampled from
the kitchen and finance
NF
G
0%
3 1,400 SF
01100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

MTL
#
Sample
ID
Material Description
Sample Location
F/NF1
Cond.2
%ACM
#
Samples
Est.

Quantity
14 P2
Interior Plaster — Building
B
Interior plaster sampled from the North
wall in building B
NF
G
0%
3 2,000 SF
15 WP
Window Putty
Window putty sampled from the North
windows of building B
NF
G
0%
3 2,000 SF
16 S
Stucco
Stucco sampled from the exterior of
building B
NF
G
<0.1%
3 2,000 SF
1-F=Friable; NF= Non -Friable
2 -Cond = condition of Materials. Either good (G), damaged (D), or significantly damaged (SD) *See the laboratory report and chain custodies for the complete list materials tested and the sampling locations. **Listed square footage is an estimate and should not be used for bidding purposes. Contractor should confirm quantities.
**Should the demolition/renovation process reveal any additional suspect asbestos -containing materials; work must stop until the suspect materials are tested for asbestos content. 0 110 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w"FYadeetibv oT rm

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

B. LEAD-BASEDPAINT
TABLE II: LBP RESULTS
Lead Paint XRF
Results
Read No.

Site Location
Component
Substrate
Sidel
Paint
Cond.2
Color
Lead
Content
(mg/cmz
Classification3
1 Calibration

1.0 2
Calibration

1.0 3
Calibration

1.0 4
Admin
Wall
Gypsum Board
C
I
Grey

0.1 LCP
5 Admin
Wall
Gypsum Board
A
I
Brown

0.1 LCP
6 Kitchen
Wall
Gypsum Board
C
I
Grey

0.2 LCP
7 Kitchen
Door
Wood
A
i
White

0.0 BDL
8 Kitchen
Floor
Ceramic
Center
i
Grey

0.0 BDL
BDL
9 Kitchen
Base
Ceramic
A
i
Brown

0.0 10
Kitchen
Wall
Gypsum Board
D
I
Beige

0.2 LCP
11 Roof
Layer Roof
Rolled Roof
Center
I
White

0.0 BDL
12 Roof
Flashing
Metal
A
I
White

0.2 LCP
13 Exterior
Wall
Stucco
A
T
Beige

0.4 LCP
14 Roof
Exhaust
Metal
B
T
White

0.0 BDL
15 Finance
Wall
Plaster
C
T
Grey

0.2 LCP
16 Customer
Service
Wall
Plaster
A
I Grey

0.2 LCP
17 Building B
Wall
Plaster
C
I Beige

0.0 BDL
18 Building B
Windowsill
Wood
C
I White

0.0 BDL
19 Building B
Window Frame
Wood
C
I White

0.0 BDL
20 Building B
Window Frame
Wood
C
D Beige

1.6 LBP
co
1100 E. Orangethorpe Ave. Unit 200-ZI Anaheim, CA 92801 * TEL 562-922-3144 w Ogt2W8 o i51.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Lead Paint XRF
Results
Read No.

Site Location
Component
Substrate
Sidel
Paint
Cond.2
Color
Lead
Content
(mg/cm2;
Classification3
21 Building B
Window
Metal
C
D
Beige

1.1 LBP
BDL
22 Building B
Wall
Stucco
C
i
Beige

0.0 23
Women's
Bathroom
Wall
Gypsum Board
B
I
White

0.0 BDL
24 Women's
Bathroom
Base of Wall
Ceramic
A
I
White

0.3 LCP
25 Men's
Bathroom
Floor
Ceramic
Center
I
Grey

0.0 BDL
Legend:
mg/cm2= milligrams per centimeter squared
' Side: A=Street side, B = To the left of side A, C = Across side A, D = To the right of side A, Center = Center of area 2 Paint Condition: I = Intact, D = Deteriorated
3 Classification:

BDL = Below the XRF's detection level; less than 0.1 mg/cm2.

LCP = Lead Containing Paints; any detectable concentration LBP = Lead -Based Paints; equal to or exceeding 1.0 mg/cm2 or 0.5 mg/cm2 for City of San Diego or 0.7 mg/cm2 for Los Angeles County. • Paint conditions are based on visual observations in survey areas. Different conditions may be present in other areas of the Subject Property. Limit of Detection (LOD) is 0.1 mg/cm2
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wp g i219�'tyr28j l.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

CONCLUSION / RECOMMENDATIONS
A. ASBESTOS
According to bulk sampling and visual inspection of impacted areas, asbestos -containing materials were present in the following materials sampled:
• Penetration mastic
• Stucco
The stucco was further analyzed via 1,000 point count and was found to contain <0.1% asbestos.

The stucco and penetration mastic should be abated by a licensed abatement contractor.

Abatement by a licensed abatement contractor is recommended prior to disturbance of asbestos containing materials.

It is always necessary to comply with the pertinent provisions of EPA, OSHA and AQMD regulations during any removal or repair activities that may disturb the asbestos- containing materials that may have been inaccessible and or untested during the survey. Caution should be taken when inaccessible and untested areas are disturbed.

The Environmental protection Agency (EPA) and California OSHA (Cal/OSHA) define materials which contain more than one percent asbestos to be asbestos containing materials (ACM). In addition, Cal/ OSHA defines any manufactured construction material more than 0.1% asbestos as asbestos - containing construction materials (ACCMs). Cal/OSHA also requires notification and registration of the contractor when disturbing materials with more than one -tenth of one percent asbestos and regulates worker protection whenever materials containing any detectable levels of asbestos are disturbed.

B LEAD
Based on the field assessment and XRF analysis, Lead -Based paint was detected on the following materials sampled:
• Building B beige window frame
• Building B beige window
It is recommended that peeling/flaking lead -based paint in the surveyed areas be subjected to a scraping/ stabilization process designed to remove loose/flaking paint chips. Such an effort, as well as any other future work involving disturbances to the lead -based paint identified during this survey, should only be performed by persons who are properly qualified and trained to perform lead -related work, with the work performed using proper work practices and controls and in accordance with applicable lead regulations (e.g., T8, CCR, § 1532.1).
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wp g i219�'tyf2 i5l.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

If, during future work, materials or surface coatings suspected to contain asbestos or lead are encountered that were not specifically addressed during this survey (e.g., under/behind existing materials or in areas that were not included in the scope of this survey), the newly discovered suspect materials/ surface coatings should be appropriately evaluated for asbestos and/or lead content prior to initiating any work or activities involving their disturbance. It is always necessary to comply with the pertinent provisions of EPA, OSHA regulations during any removal or repair activities that may disturb the lead -containing materials that may have been inaccessible and untested areas during this survey. Caution should be taken when inaccessible and untested areas are disturbed.

LIMITATIONS
Magnolia Environmental prepared this asbestos and lead survey for the client referenced above. No warranties expressed or implied, are made by Magnolia Environmental or its employees as to the use of any information, apparatus, product, or process disclosed in this report. Though reasonable efforts have been made to assure correctness, if a Contractor is employed, he should bring any discrepancies to the immediate attention of Magnolia Environmental.

We have employed state-of-the-art practices to perform this analysis of risk and identification, but this evaluation is severely limited in scope to areas accessible to a visual inspection or through reasonable means of the areas evaluated. No demolition or product review was performed in attempts to reveal material compositions. Our services consist of professional opinions and recommendations made in accordance with generally accepted engineering principles and practices and are designed to provide an analytical tool to assist the client. Magnolia Environmental or those representing Magnolia Environmental bear no responsibility for the actual condition of the structure or safety of a site pertaining to asbestos and/or asbestos contamination regardless of the actions taken by the client.

Magnolia Environmental appreciated having the opportunity to inspect your property. If you have any questions regarding this survey or other environmental hazards, please don't hesitate to contact us at (562) 922-3144 or at [email protected].

Andrea Pulsipher Project
Consultant CAC No. 17-5929
CDPH Lead Inspector/Assessor LRC-00003897
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w gtq orrtgonv51 corn

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX A

ASBESTOS LABORATORY ANALYTICAL RESULTS

AND CHAIN OFCUSTODY
n 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wp g i21§�'4 i51.com

GICSM
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
GB -1
211021030.01.A
I
211021030.01
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Kitchen
: Gypsum Board, Firm, Homogenous, White
: NONE
: 5% Cellulose, 5% Fiberglass, 90% Non -Fibrous Material GB -2
211021030.02.A
I 211021030.02
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Finance
: Gypsum Board, Firm, Homogenous, White
: NONE
: 5% Cellulose, 5% Fiberglass, 90% Non -Fibrous Material GB -3
211021030.03.A
I 211021030.03
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: W. Bathroom
: Gypsum Board, Firm, Homogenous, White
: NONE
: 10% Cellulose, 5% Fiberglass, 85% Non -Fibrous Material IL -1
211021030.04.A
1 211021030.04
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Kitchen
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
JC-2
211021030.05.A
211021030.05
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Customer Service
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
JC-3
211021030.06.A 1
211021030.06
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: M. Bathroom
: Joint Compound, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
CB -1
211021030.07.A
I
211021030.07
No
NAD
Location
Analyst Description / Color
Asbestos Type
Other Material Type
: Finance
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material

!-COL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CB -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.07.B
: Finance
: Mastic, Soft, Homogenous, Yellow
: NONE
: 35% Cellulose, 65% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.08.A
: Customer Service
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.08.B
: Customer Service
: Mastic, Soft, Homogenous, Yellow
: NONE
: 100% Non -Fibrous Material
CB -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.09.A
: Kitchen
: Cove Base, Homogenous, Flexible, Black
: NONE
: 100% Non -Fibrous Material
CB -3
211021030.09.B
Location : Kitchen
Analyst Description / Color : Mastic, Soft, Homogenous, Yellow Asbestos Type : NONE
Other Material Type : 100% Non -Fibrous Material
CT -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
CT -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.10.A
Kitchen
Ceiling Tile, Firm, Homogenous, Brown
211021030.07
211021030.08
211021030.08
211021030.09
211021030.09
211021030.10
NONE
15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material 211021030.11.A
Finance
Ceiling Tile, Firm, Homogenous, Brown
211021030.11
NONE
15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material ague 5UUo
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CT -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.12.A
: Customer Service
: Ceiling Tile, Firm, Homogenous, Brown
211021030.12
: NONE
: 15% Fiberglass, 20% Cellulose, 65% Non -Fibrous Material F-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.13.A
: Kitchen
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.14.A
: Men's Bathroom
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
F-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.15.A
: Women's Bathroom
: Grout, Firm, Homogenous, Gray
: NONE
: 2% Cellulose, 98% Non -Fibrous Material
R1-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
R1-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
R1-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.16.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.13
211021030.14
211021030.15
211021030.16
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
211021030.17.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.17
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
211021030.18.A
Roof
Roof Material,
NONE
65% Synthetic
211021030.18
Fibrous, Firm, Homogenous, Black, White
Fiber, 15% Non -Fibrous Material, 20% Tar
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
P-1
211021030.19.A
211021030.19
Location : Kitchen
Analyst Description / Color : Plaster Composite, Granular, Cementitious, Homogenous, Tan Asbestos Type
Other Material Type
: NONE
: 100% Non -Fibrous Material
P-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.20.A
211021030.20
: Finance
: Plaster Composite, Granular, Cementitious, Homogenous, Tan : NONE
: 100% Non -Fibrous Material
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.21.A
211021030.21
: Customer Service
: Plaster Composite, Granular, Cementitious, Homogenous, Tan : NONE
: 100% Non -Fibrous Material
R2-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.22.A
211021030.22
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black, Gray : NONE
: 45% Fiberglass, 40% Non -Fibrous Material, 15% Tar
R2-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.23.A
211021030.23
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black
: NONE
: 55% Cellulose, 5% Non -Fibrous Material, 40% Tar
R2-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.24.A
211021030.24
: Roof
: Roofing Material, Fibrous, Firm, Homogenous, Black
: NONE
: 45% Fiberglass, 15% Non -Fibrous Material, 40% Tar
CM -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.25.A
: Kitchen
: Carpet Mastic, Soft, Homogenous, Yellow
: NONE
: 100% Non -Fibrous Material
age o
211021030.25
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CM -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
Location
Analyst Description / Color
Asbestos Type
Other Material Type
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.26.A
Finance
Carpet Mastic, Soft, Homogenous, Yellow
NONE
100% Non -Fibrous Material
211021030.27.A
Finance
Carpet Mastic, Soft, Homogenous, Yellow
NONE
100% Non -Fibrous Material
211021030.28.A
211021030.26
211021030.27
211021030.28
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar
RF-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.28.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
RF-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.29.A
211021030.28
211021030.29
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar
RF-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.29.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
RF-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.30.A
211021030.29
211021030.30
: Roof Layer 3
: Roof Felt , Fibrous, Paper -Like, Homogenous, Black
: NONE
: 65% Cellulose, 10% Non -Fibrous Material, 25% Tar

No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
RF-3
Location
nalyst Description / Color
sbestos Type
ther Material Type
211021030.30.B
: Roof Layer 3
: Mastic, Soft, Homogenous, Black
: NONE
: 10% Non -Fibrous Material, 90% Tar
211021030.30
PM -1
Location
nalyst Description / Color
sbestos Type
Other Material Type
211021030.31.A
211021030.31
: Roof Penetration - Including skylights
: Penetration Mastic, Firm, Homogenous, Black, Gray
: Chrysotile
: 8% Non -Fibrous Material, 85% Tar
PM -2
211021030.32.A
211021030.32
1 ocation
nalyst Description / Color
sbestos Type
Other Material Type
: Roof Penetration - Including skylights
: Not Analyzed - Positive Stop
: NONE
PM -3
211021030.33.A
211021030.33
Location
nalyst Description / Color
sbestos Type
Other Material Type
: Roof Penetration - Including skylights
: Not Analyzed - Positive Stop
: NONE
CT2-1
1 ocation
nalyst Description / Color
sbestos Type
ther Material Type
211021030.34.A
: Kitchen
: Ceiling Tile, Firm, Homogenous, Brown, White
: NONE
: 80% Cellulose, 20% Non -Fibrous Material
CT2-2
ocation
nalyst Description / Color
sbestos Type
Other Material Type
CT2-3
ocation
nalyst Description / Color
sbestos Type
Other Material Type
211021030.35.A
Finance
Ceiling Tile, Firm, Homogenous, Brown, White
NONE
80% Cellulose, 20% Non -Fibrous Material
211021030.36.A
Finance
Ceiling Tile, Firm, Homogenous, Brown, White
NONE
80% Cellulose, 20% Non -Fibrous Material
age o
211021030.34
211021030.35
211021030.36
No
Yes
Stop
Stop
No
No
No
NAD
7% Chrysotile
PS
PS
NAD
NAD
NAD

!-C)L GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
CTM-1
211021030.37.A
Location : Kitchen
Analyst Description / Color : Mastic, Firm, Homogenous, Brown Asbestos Type : NONE
Other Material Type : 3% Cellulose, 97% Non -Fibrous Material 211021030.38.A
Location : Finance
Analyst Description / Color : Mastic, Firm, Homogenous, Brown Asbestos Type : NONE
Other Material Type : 3% Cellulose, 97% Non -Fibrous Material Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.39.A
: Finance
: Mastic, Firm, Homogenous, Brown
: NONE
: 3% Cellulose, 97% Non -Fibrous Material
P2-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.40.A
211021030.37
211021030.38
211021030.39
211021030.40
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
P2-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.41.A
211021030.41
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
P2-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.42.A
211021030.42
: Building B N. Wall
: Plaster Composite, Granular, Cementitious, Non -Homogenous, Gray : NONE
: 100% Non -Fibrous Material
WP -1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.43.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
211021030.43
No
No
No
No
No
No
No
NAD
NAD
NAD
NAD
NAD
NAD
NAD
age ] bu5 oT �zsu

!-OL GIGS'
LABS
PLM Bulk Asbestos Report
Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118
NVLAP Lab Code:600190-0
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/21/2021
LAB Job #: 211021030
Project Name: N/A
No of Samples: 48
Collected By: A. Pulsipher
Date Analyzed: 10/23/2021
Client ID
Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
WP -2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.44.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
WP -3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.45.A
: Building B N. Windows
: Window Putty, Firm, Homogenous, White
: NONE
: 100% Non -Fibrous Material
S-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.46.A
211021030.44
211021030.45
211021030.46
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
S-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.47.A
211021030.47
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray : Chrysotile
: 100% Non -Fibrous Material
S-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211021030.48.A
211021030.48
: Building B Exterior
: Stucco Composite, Granular, Cementitious, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
Daniel Wood — Analyst
No
No
Yes
Yes
Yes
NAD
NAD
<1% Chrysotile
<1% Chrysotile
<1% Chrysotile
Paola Ducoing — Approved by
NAD = no asbestos detected; NA = not analyzed, PS = positive stop; Reporting Limits: CVES = 1%, 400 PT CT = 0.25%, 1,000 PT CT = 0.1%. The analyses of the samples in this report were performed and analyzed in accordance with the procedures outlined in EPA 600/R-93/116 (Method for Determination of Asbestos in Building Materials); EPA 600/M4-82-020 (Interim Method for the Determination of Asbestos in Bulk Insulation Samples) and US Federal Register 40 CFR Appendix E to Subpart E of Part 763 (Interim Method of the Determination of Asbestos in Bulk Insulation Samples). Samples were analyzed using Calibrated Visual Estimate (CVES), therefore results may not be reliable for samples with low concentration levels or other Non -Friable Organically Bound (NOB) materials. The limit of detection for this analytical method is less than one percent (<1%) and total sample constituents may total greater than 100% due to trace amounts. These results lie within the statistical limits of variability calculated with standard reference materials routinely analyzed in the laboratory. In multi -layer samples, unless otherwise specified, the asbestos concentration is reported for the layer where asbestos is found. This report only relates to the samples that were submitted and Ecologics Lab and its personnel assumes no responsibility and/or are not liable for any misinformation provided by the client such as "sample location" or "sample type." This report may contain specific data not covered by NVLAP and is identified if footnotes are present. This report was issued by Ecologics Lab which is accredited by NVLAP (Lab Code 600190-0) and may not be reproduced exceptb�u1 itl isorytter}�rp�p }.p his laboratory. This report may not be used by the client to claim product certification, approval or endorsement by NVLAP, NIST or any agency of the Federal Govern �r tl� jC I .7V l7 lJ L OlJ

1111111 1111111111111111111
211021030

CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
t,, (714) 632 8118 ® reports©ecologicslab.com
Job ID:211021030
I`IIIIIII INIIIIlIIIIIIIIIIi III
Magnoila En 1ronmenta
CONTACT INFORMATION *
PROJECT INFORMATION *
Company: Magnolia Environmental Inc.

Project #: 705 I
Address: 885 Mango St. Brea, CA 92821
Project name:

Phone: (562) 922-3144
Project location: Q .. (D 4% -2,\-
Contact: Andrea Pulsipher
`77-e.rA 1) INN OR (A CA (U2-'2- D
Email results to: [email protected]
.

Date sampled: l OI tt 1.1._\
Sampled by: , pJl Si ti1L.V

ASBESTOS

MICROBIOLOGY
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TIME *
DATE *
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2487 E. Orangethorpe Ave. Fullerton, CA 92831
�. (714) 632 8118 ® [email protected]
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Company:

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CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
(714) 632 8118 ® reportscecoiogicslab.com
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Job ID:211021030
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1111111111111111111111111111
211021030
Company:

CHAIN OF CUSTODY
2487 E. Orangethorpe Ave. Fullerton, CA 92831
LABS t„ (714) 632 8118 ® reports[mecologicslab.com
Project #:

JobID:271021'0I90
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Ecologics Laboratories
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
Phone (714)632-8118 Fax (714)632-8111
NVLAP Lab Code:600190-0
PLM Bulk Asbestos Report 1,000 Point Count
Client: Magnolia Environmental
Address: 1100 E. Orangethorpe Ave. Anaheim, CA 92801
Project #: 3541
Project Location: 550 E. 6th St. Beaumont, CA 92223
Date Received: 10/27/2021
LAB Job #: 211027081
Project Name: N/A
No of Samples: 3
Collected By: A. Pulsipher
Date Analyzed: 10/28/2021
Client ID Layer #
Lab ID
Asbestos
Present
% Asbestos /
Type
S-1
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.01.A
211027081.01
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
S-2
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.02.A
211027081.02
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray
: Chrysotile
: 100% Non -Fibrous Material
S-3
Location
Analyst Description / Color
Asbestos Type
Other Material Type
211027081.03.A
211027081.03
: Building B Exterior
: Stucco Composite, Granular, Non -Homogenous, Gray, Beige : Chrysotile
: 100% Non -Fibrous Material
—>
hair Gonzalez — Analyst
Yes
Yes
Yes
<0.1% Chrysotile
<0.1% Chrysotile
<0.1% Chrysotile
Paola Ducoing—Approved By
NAD = no asbestos detected; NA = not analyzed, PS = positive stop; Reporting Limits: CVES = 1%, 400 PT CT = 0.25%, 1,000 PT CT = 0.1%. The analyses of the samples in this report were performed and analyzed in accordance with the procedures outlined in EPA 600/R-93/116 (Method for Determination of Asbestos in Building Materials); EPA 600/M4-82-020 (Interim Method for the Determination of Asbestos in Bulk Insulation Samples) and US Federal Register 40 CFR Appendix E to Subpart E of Part 763 (Interim Method of the Determination of Asbestos in Bulk Insulation Samples). Samples were analyzed using Calibrated Visual Estimate (CVES), therefore results may not be reliable for samples with low concentration levels or other Non -Friable Organically Bound (NOB) materials. The limit of detection for this analytical method is less than one percent (<1%) and total sample constituents may total greater than 100% due to trace amounts. These results lie within the statistical limits of variability calculated with standard reference materials routinely analyzed in the laboratory. In multi -layer samples, unless otherwise specified, the asbestos concentration is reported for the layer where asbestos is found. This report only relates to the samples that were submitted and Ecologics Lab and its personnel assumes no responsibility and/or are not liable for any misinformation provided by the client such as "sample location" or "sample type." This report may contain specific data not covered by NVLAP and is identified if footnotes are present. This report was issued by Ecologics Lab which is accredited by NVLAP (Lab Code 600190-0) and may not be reproduced except in full, without written approval of this laboratory. This report may not be used by the client to claim product certification, approval or endorsement by NVLAP, NIST or any agency of the Federal Government.

EcologicsI1IIIII1IpUU 111 11111111111- PLM Report - #3541 (211021030) 211027081
�1l j Gmail
PLM Report - #3541 (211021030)
3 messages
Ecologics Laboratories
Ecologics Laboratories Mon, Oct 25, 2021 at 1:00 PM
To: Magnolia Environmental
Dear Magnolia Environmental,
Please do not hesitate to contact us if you have any questions or concerns about the attached report.

Have a great day!
G
ICSTM

LABS & INSTITUTE
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
(714) 632 - 8118
http://www.ecologicslab.com
How are we doing? Take the Customer Survey.

Confidentiality Statement: This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended recipient is strictly prohibited.
,4„1 PLM Report - #3541 (211021030).pdf
2322K
Magnolia Environmental Wed, Oct 27, 2021 at 9:34 AM
To: Ecologics Laboratories
Can we have all 3 stucco samples analyzed via 1,000 point count on a 24 TAT? [Quoted text hidden]
Ecologics Laboratories Wed, Oct 27, 2021 at 12:06 PM
To: Magnolia Environmental
Hello Magnolia Environmental,
This is confirmation of Gravimetric PLM 1000 point count.

Job#: 3541
Samples:
• S-1 - Stucco
• S-2 - Stucco

https://mail.google.com/...r-663186193043497139&simpl=msg-f%3A1714791357695920247&simpl msg-a%3Ar4600349808978623919[10/28/2021 10:26:57 AM]

EcologicsI1IIIII1IpUU 11111111111111- PLM Report - #3541 (211021030) 211027081
J-3 - J1ucco
TAT: 24 HR
Special Instructions: N/A
Due: Thursday October 28th, 2021 @ 9:30AM
Thank you!
`COLOGICSTM

LABS& INSTITUTE
2487 E. Orangethorpe Ave.

Fullerton, CA 92831
(714) 632 - 8118
http://www.ecologicslab.com
How are we doing? Take the Customer Survey.

Confidentiality Statement: This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended recipient is strictly prohibited.
[Quoted text hidden]

https://mail.google.com/...r-663186193043497139&simpl=msg-f%3A1714791357695920247&simpl msg-a%3Ar4600349808978623919[10/28/2021 10:26:57 AM]

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX B

LEAD BASED PAINT

PERFORMANCE CHARACTERIZATION SHEET
*
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 www.MagnoliaEnvironmental.com

HEURESIS PCS December 2015
Performance Characteristic Sheet
EFFECTIVEDATE: December 1, 2015
MANUFACTURERANDMODEL:

Make: Heuresis
Models: Model Pb200i
Source: 57Co, 5 mCi(nominal—newsource)

FIELD OPERATION GUIDANCE
OPERATING PARAMETERS:

Action Level mode
XRF CALIBRATION CHECK LIMITS:

0.8 to 1.2 mg/cm2 (inclusive)
SUBSTRATE CORRECTION:

Not applicable
INCONCLUSIVE RANGE OR THRESHOLD:

ACTION LEVEL MODE

READING DESCRIPTION

SUBSTRATE
THRESHOLD(mg/cm2)
Results not corrected for substrate bias on any
Concrete

1.0 substrate
Drywall

1.0 Metal

1.0 Plaster

1.0 Wood

1.0

HEURESIS PCS December 2015

BACKGROUND INFORMATION
EVALUATION DATA SOURCE AND DATE:

This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead -Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of eachinstrument on the day of testing was approximately

2.0 mCi; source ages were approximately one year.

OPERATING PARAMETERS
Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines.

XRF CALIBRATION CHECK:

The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2film).

If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds.

SUBSTRATE CORRECTION VALUE COMPUTATION:

Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction isprovided:

XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows:

Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM.

Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below.

For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction):

Correction value = (1st + 2nd + 3rd + 4th + 5th + 6th Reading)/6- 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development.

EVALUATING THE QUALITY OF XRF TESTING:

Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing.

Conduct XRF re -testing at the ten testing combinations selected for retesting.

HEURESIS PCS December 2015
Determine if the XRF testing in the units or house passed or failed the test by applying the steps below.

Compute the Retest Tolerance Limit by the following steps:

Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi -family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units.

Calculate the average of the original XRF result and the retest XRF result for eachtesting combination.

Square the average for each testing combination.

Add the ten squared averages together. Call this quantity C.

Multiply the number C by 0.0072. Call this quantity D.

Add the number 0.032 to D. Call this quantity E.

Take the square root of E. Call this quantity F.

Multiply F by 1.645. The result is the Retest Tolerance Limit.

Compute the average of all ten original XRF readings.

Compute the average of all ten re -test XRF readings.

Find the absolute difference of the two averages.

If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient.

Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested.

TESTING TIMES:

Inthe Action Levelpaint test mode,the instrument takes the longesttimetocompletereadings closeto theFederalstandard of 1.0 mg/cm2. Thetable belowshows the mean andstandard deviation of actual readingtimes by reading levelfor paintsamples duringtheNovember 2015 archivetesting.Thetested instruments reported readings to one decimal place. No significant differences in reading times by substratewereobserved.Thesetimesapply onlytoinstruments withthesamesourcestrength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those inthetable.

Mean and Standard
Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2)
Mean Reading Time (seconds)
Standard Deviation (seconds)

1.5 3.32

0.05

HEURESIS PCS December 2015
CLASSIFICATION OF RESULTS:

XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold.

DOCUMENTATION:

A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at http://www2.epa.gov/lead/methodology-xrf-performance-characteristic-sheets- epa-747-r-95- 008-september-1997.

This XRF Performance Characteristic Sheet (PCS) was developed by QuanTech, Inc., under a contract with the XRF manufacturer.

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX C
Site Map/Sketch
cgo
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wPagegaSill9rOtfo28:0151.corn

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Sketch not to scale.

Sample ID indicates location of sampling.

Administration offices
Building B
P2-3
WP -3
S-3
P2-2
WP -2
S-2
WP -3
S-1
P2-1
Kitchen
JC-1
P-1
Stairs
CM -1 CT -1
F-1
CT2-1
GB- CTM-1
CB -3
Finance Office
CM -2
GB -2
P-2
CT -2
Finance
CT2-3
CTM-3
CT2-2
CTM-:

CM -3
CB -1
JC-2
CT -3
Customer Service
P-3 CB -2
GYM
GB -3
W
Restroom
F-2
JC-3
M
Restroom
F-3
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wPageg4520rOtfo28:061.cona

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Roof
PM -1
PM -2
Gym
R1-1
RF-1 R2-1
PM -3
RF-2 R2-2
R1-2
RF-3 R1-3
R2-3
0 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 Paggv' i1olt nental.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX D
Site Photographs
0 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 pagevviaokyrNwentaLcom

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

Picture 1: Asbestos containing penetration
mastic
Picture 2: Lead -based paint was detected on the
exterior window and window frame of Building
B
es) 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wPageg45213rOtfo28:0151.corn

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

APPENDIX E
Accreditations and Certification
1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 w bQe ivd,2&5l.com

Property Address: 550 E. 6th St. Beaumont, CA 92223
Date of Survey: October 21, 2021
Project Number: 3541

11 State of California
Division of Occupational Safety and Health
Certified Asbestos Consultant
Andrekg Pulsipher
Certification No.

Expires on 07118/22
This certification was issued by the Division of
Occupational Safety and Health as authorized
by Sections 7180 et seq, of the Business and
Professions Code.

PublicHealthCalifornia ent of
n

STATE OF CALIFORNIA

DEPARTMENT OF PUBLIC HEALTH

LEAD -RELATED CONSTRUCTION CERTIFICATE
INDIVIDUAL: CERTIFICATE TYPE:

Lead Inspector/Assessor
NUMBER: EXPIRATION DATE:

LRC-00003897 11/3x2021
Andrea Pulsipher
Disclaimer: This document alone should not be relied upon to confirm certification status. Compare the individual's photo and name to another valid form of government issued photo identification. Verify the individual's certification status by searching for Lead -Related Construction Professionals at www.cdph.ca.gov/programs/clppb or calling (800) 597 -LEAD. 1100 E. Orangethorpe Ave. Unit 200-Z1 Anaheim, CA 92801 * TEL 562-922-3144 wrobbleirgnivdrimot51.com

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
CIP F-03
APPENDIX B — Prevailing Wage Determination

APPENDICES
2

2/8/24, 11:24 AM
SAM.gov
"General Decision Number: CA2O24OO25 01/19/2024
Superseded General Decision Number: CA2O23OO25
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis -Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but do not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

If the contract is entered
into on or after January 30,
2022, or the contract is
renewed or extended (e.g., an
option is exercised) on or
after January 30, 2022:

If the contract was awarded on
or between January 1, 2015 and
January 29, 2022, and the
contract is not renewed or
extended on or after January
30, 2022:
. Executive Order 14026
generally applies to the
contract.
. The contractor must pay
all covered workers at
least $17.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2024.
. Executive Order 13658
generally applies to the
contract.
. The contractor must pay all
covered workers at least
$12.90 per hour (or the
applicable wage rate listed
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2024.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts .

https://sam.gov/wage-determination/CA20240025/2 1/23

2/8/24, 11:24 AM
Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 01/19/2024
ASBE0005-002 09/01/2023
Rates Fringes
SAM.gov
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) $ 49.58 25.27
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls) $ 36.97 20.36
ASBE0005-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52 13.37
BOIL0092-003 01/01/2024
Rates Fringes
BOILERMAKER $ 51.98 42.11
* BRCA0004-011 05/01/2020
Rates Fringes
BRICKLAYER; MARBLE SETTER $ 41.48 18.63
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty -Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 06/01/2022
Rates Fringes
MARBLE FINISHER $ 37.87 14.13
TILE FINISHER $ 32.44 12.54
TILE LAYER $ 45.05 18.33
BRCA0018-010 09/01/2022

https://sam.gov/wage-determination/CA20240025/2 2/23

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Rates Fringes
TERRAZZO FINISHER $ 38.37
TERRAZZO WORKER/SETTER $ 46.49

14.13 14.66
CARP0213-001 07/01/2021
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer $ 51.60 16.28
(2) Millwright $ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial) $ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler $ 51.85 16.28
(5) Sawfiler $ 51.69 16.28
(6) Scaffold Builder $ 42.80 16.28
(7) Table Power Saw
Operator $ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H -Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.

CARP0213-002 07/01/2021
Rates Fringes
Diver
(1) Wet $ 834.40 16.28
(2) Standby $ 445.84 16.28
(3) Tender $ 437.84 16.28
(4) Assistant Tender $ 413.84 16.28
Amounts in ""Rates' column are per day
CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER $ 51.60
STOCKER/SCRAPPER $ 22.16

16.28 8.62
CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer $ 21.85 7.15

https://sam.gov/wage-determination/CA20240025/2 3/23

2/8/24, 11:24 AM SAM.gov
* ELEC0440-001 01/01/2024
Rates Fringes

ELECTRICIAN
INSIDE ELECTRICIAN $ 53.76 3%+27.50

INTELLIGENT TRANSPORTATION

SYSTEMS
Electrician $ 36.99 3%+23.18
Technician $ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line.

ELEC1245-001 06/01/2022
Rates

LINE CONSTRUCTION
(1) Lineman; Cable splicer $ 64.40
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment) $ 50.00
(3) Groundman $ 38.23
(4) Powderman $ 51.87
Fringes

22.58 21.30

20.89 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
ELEV0018-001 01/01/2023
Rates Fringes
ELEVATOR MECHANIC $ 63.95 37.335+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGI0012-003 07/01/2022
Rates Fringes

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OPERATOR: Power Equipment
(All Other Work)
GROUP 1 $ 51.90 30.70
GROUP 2 $ 52.68 30.70
GROUP 3 $ 52.97 30.70
GROUP 4 $ 54.46 30.70
GROUP 5 $ 48.96 25.25
GROUP 6 $ 54.68 30.70
GROUP 8 $ 54.79 30.70
GROUP 9 $ 49.29 25.25
GROUP 10 $ 54.91 30.70
GROUP 11 $ 49.41 25.25
GROUP 12 $ 55.08 30.70
GROUP 13 $ 55.18 30.70
GROUP 14 $ 55.21 30.70
GROUP 15 $ 55.29 30.70
GROUP 16 $ 55.41 30.70
GROUP 17 $ 55.58 30.70
GROUP 18 $ 55.68 30.70
GROUP 19 $ 55.79 30.70
GROUP 20 $ 55.91 30.70
GROUP 21 $ 56.08 30.70
GROUP 22 $ 56.18 30.70
GROUP 23 $ 56.29 30.70
GROUP 24 $ 56.41 30.70
GROUP 25 $ 56.58 30.70
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1 $ 53.25 30.70
GROUP 2 $ 54.03 30.70
GROUP 3 $ 54.32 30.70
GROUP 4 $ 54.46 30.70
GROUP 5 $ 54.68 30.70
GROUP 6 $ 54.79 30.70
GROUP 7 $ 54.91 30.70
GROUP 8 $ 55.08 30.70
GROUP 9 $ 55.25 30.70
GROUP 10 $ 56.25 30.70
GROUP 11 $ 57.25 30.70
GROUP 12 $ 58.25 30.70
GROUP 13 $ 59.25 30.70
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1 $ 54.53 30.70
GROUP 2 $ 54.82 30.70
GROUP 3 $ 54.96 30.70
GROUP 4 $ 55.18 30.70
GROUP 5 $ 55.29 30.70
GROUP 6 $ 55.41 30.70
GROUP 7 $ 55.71 30.70
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

https://sam.gov/wage-determination/CA20240025/2 5/23

2/8/24, 11:24 AM

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
SAM.gov
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator -inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt -rubber plant operator (nurse tank operator); Concrete mixer operator -skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler
GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled

https://sam.gov/wage-determination/CA20240025/2 6/23

2/8/24, 11:24 AM SAM.gov
tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast -in -place pipe laying machine
operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);
Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber -tired
earth -moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck);
Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types -drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC35O (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single

https://sam.gov/wage-determination/CA20240025/2 7/23

2/8/24, 1124 AM SAM.gov
engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder Certified.

GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading - two (2) or more units)
GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple
engine -up to and including 25 yds. struck)
GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any

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combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite)
GROUP 4: Bridge -type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum)

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GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K -crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power -driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)

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GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber -tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T245, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of Tis, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM

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$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, TAN, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE

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ENGI0012-004 08/01/2023
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman $ 64.10 34.60
(2) Dredge dozer $ 58.13 34.60
(3) Deckmate $ 58.02 34.60
(4) Winch operator (stern
winch on dredge) $ 57.47 34.60
(5) Fireman -Oiler,
Deckhand, Bargeman,
Leveehand $ 56.93 34.60
(6) Barge Mate $ 57.54 34.60
IRON0433-006 01/01/2024
Rates Fringes

IRONWORKER
Fence Erector $ 42.53 26.26
Ornamental, Reinforcing
and Structural $ 47.45 34.90
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-005 08/01/2022
Rates Fringes
Asbestos Removal Laborer $ 39.23 23.28
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.

LAB00345-001 07/01/2022
Rates Fringes

LABORER (GUNITE)

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GROUP 1 $ 48.50 21.37
GROUP 2 $ 47.55 21.37
GROUP 3 $ 44.01 21.37
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
LABO1184-001 07/01/2022
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer $ 40.69 18.25
(2) Vehicle Operator/Hauler$ 40.86 18.25
(3) Horizontal Directional
Drill Operator $ 42.71 18.25
(4) Electronic Tracking
Locator $ 44.71 18.25
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1 $ 41.90 21.32
GROUP 2 $ 43.20 21.32
GROUP 3 $ 45.21 21.32
GROUP 4 $ 46.95 21.32

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble

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and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
LAB01184-002 07/01/2022
Rates Fringes

LABORER (TUNNEL)
GROUP 1 $ 45.68 23.30
GROUP 2 $ 46.00 23.30
GROUP 3 $ 46.46 23.30
GROUP 4 $ 47.15 23.30

LABORER
GROUP 1 $ 36.39 21.04
GROUP 2 $ 36.94 21.04
GROUP 3 $ 37.49 21.04
GROUP 4 $ 39.04 21.04
GROUP 5 $ 39.39 21.04

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power

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broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6 -in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand -propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot -Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.)

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GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work LAB01184-004 07/01/2022
Rates Fringes
Brick Tender $ 37.32 21.45
LAB01414-001 08/03/2022
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER $ 38.92
PLASTER TENDER $ 41.47

23.32 23.32
Work on a swing stage scaffold: $1.00 per hour additional.

PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County) $ 29.59
(2) A11 Other Work $ 38.52

17.12 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.

PAIN0036-008 09/01/2022
Rates Fringes
DRYWALL FINISHER/TAPER $ 46.28 23.52
PAIN0036-015 01/01/2020
Rates Fringes
GLAZIER $ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per

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hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER $ 47.37 19.64
PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
PLUM0016-001 09/01/2023
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space $ 53.51 25.28
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work $ 42.49 23.86
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work $ 55.18 26.26
PLUM0345-001 09/01/2023
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 40.20
Sewer & Storm Drain Work....$ 44.29

25.90 23.28
ROOF0036-002 08/13/2023
Rates Fringes
ROOFER $ 46.02 20.05
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.

SFCA0669-002 01/01/2024

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Rates Fringes
SPRINKLER FITTER $ 45.31 27.91
SHEE01O5-003 01/01/2024
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work $ 56.95 30.04
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A -C,
heating, ventilating
systems for human comfort $ 56.95 30.04
TEAM0O11-002 07/01/2023
Rates Fringes

TRUCK DRIVER
GROUP 1 $ 38.19 33.69
GROUP 2 $ 38.34 33.69
GROUP 3 $ 38.47 33.69
GROUP 4 $ 38.66 33.69
GROUP 5 $ 38.69 33.69
GROUP 6 $ 38.72 33.69
GROUP 7 $ 38.97 33.69
GROUP 8 $ 39.22 33.69
GROUP 9 $ 39.42 33.69
GROUP 10 $ 39.72 33.69
GROUP 11 $ 40.22 33.69
GROUP 12 $ 40.65 33.69
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3

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axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumperete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts .

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

https://sam.gov/wage-determination/CA20240025/2 20/23

2/8/24, 11:24 AM SAM.gov
(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

https://sam.gov/wage-determination/CA20240025/2 21/23

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for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) A11 decisions by the Administrative Review Board are final.

https://sam.gov/wage-determination/CA20240025/2 22/23

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END OF GENERAL DECISION"

https://sam.gov/wage-determination/CA20240025/2 23/23

City of Beaumont
Appendices

BEAUMONT
APPENDIX C - SAM UEI Form

APPENDICES
3 City Hall! ADA Ramps
CIP F-03

SYSTEM for AWARD MANAGEMENT (SAM)

UNIQUE ENTITY ID (UEI)
On April 4, 2022, the unique entity identifier used across the federal government changed from the DUNS Number to the Unique Entity ID (generated by SAM.gov).

Contractor and subcontractors are required to register in the System for Award Management (SAM) and provide the City with their Unique Entity ID (UEI) using the following links: https://sam.gov/content/entity-registration or https://usfcr.com/sam- registration/
Upon registration and obtaining the UEI, Contractors and subcontractors are required to submit this Form for each entity performing work on this Project.

Entity Name:

Entity Type:

Registration Date:

Unique Entity ID
SAM registration will be valid for one year from the date the registration is complete. A SAM registration must be renewed each year to remain active and compliant. The City recommends renewing 90 days prior to the SAM expiration date.

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
C I P F-03
APPENDIX D — Byrd Anti -Lobbying Certification Form

APPENDICES
4

City of Beaumont
Appendices

BEAUMONT
City Hall! ADA Ramps
C I P F-03
APPENDIX E - Economic Sanctions EO N-6-22 Form

APPENDICES
5

ECONOMIC SANCTIONS IN RESPONSE TO RUSSIA FORM
(California Executive Order N-6-22)
The Contractor and subcontractors are required to comply with all applicable reporting requirements regarding compliance with the economic sanctions, including, but not limited to, those reporting requirements set forth in California Executive Order N-6-22 for all parties with one or more agreements with the State of California, the County of Riverside, or any other local agency, with a value of Five Million Dollars ($5,000,000) or more. Notwithstanding any other provision in these documents, failure to comply with the economic sanctions and all applicable reporting requirements may result in disqualification or termination of the Construction Agreement, if awarded.

COMPLIANCE WITH ECONOMIC SANCTIONS IN RESPONSE TO

RUSSIA'S ACTIONS IN UKRAINE
The Contractor and subcontractors are required to comply with all applicable reporting requirements regarding compliance with the economic sanctions, including, but not limited to, those reporting requirements set forth in California Executive Order N-6-22 for all parties with one or more agreements with the State of California, the County of Riverside, or any other local agency, with a value of Five Million Dollars ($5,000,000) or more. Notwithstanding any other provision in these documents, failure to comply with the economic sanctions and all applicable reporting requirements may result in disqualification or termination of the Construction Agreement, if awarded.

MUST BE SUBMITTED WITH BID PROPOAL IF BID AMOUNT IS $5,000,000 OR MORE Prior to bidding on, submitting a proposal, or executing a contract, a party/contractor must certify:
1) it is not a target of economic sanctions and 2) in compliance with economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any requirements related to the Russian sanctions imposed by the California Governor's Executive Order N-6-22 issued on March 4, 2022 and under state law, if any.

To comply with this requirement, please insert the party/contractor name and Federal ID Number (if available), complete the information described below and execute by an authorized representative of the contractor.

CERTIFICATION
I, the authorized representative for contractor named below, certify I am duly authorized to execute this certification on behalf of the contractor below, and the contractor identified below has conducted a good faith review of existing contracts. I attest that the contractor is not a target of economic sanctions, and that contractor is in compliance with the economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any requirements related to the Russian sanctions imposed by the California Governor's Executive Order N-6-22 issued on March 4, 2022 and under state law, if any.

Party/Contractor Name (Printed)
Federal ID Number (or n/a)
By (Authorized Signature)
Printed Name and Title of Person Signing
Date

City of Beaumont
Appendices

BEAUMONT
APPENDIX F - MBE / WBE Forms

APPENDICES
6 City Hall! ADA Ramps
CIP F-03

PARTICIPATION RESPONSIBILITIES FOR PRIME CONTRACTORS

AND THEIR SUBCONTRACTORS
All recipients of federal funds from the U. S. Department of Treasury, as well as their prime contractors and subcontractors, must make every effort to solicit bids from eligible MBE/WBEs.

This information must be documented and reported to the City as described in this document.

The MBE/WBE responsibilities of the Prime Contractor are:

1. To conduct a "Good Faith" effort to ensure maximum MBE/WBE participation in the project;

2. Complete or obtain from MBE/WBE subcontractors, all of the completed forms required in these guidelines (Forms 1-5) and submit them to the recipient; and

3. Report actual MBE/WBE participation on a quarterly basis to the recipient.

The MBE/WBE responsibilities of the Agency are:

1. To ensure that the prime contractor meets the responsibilities identified in these guidelines;

2. Submit all documentation identified in these guidelines to the City and maintain all records in the project files for later access or auditing; and

3. Provide quarterly reports on MBE/WBE procurements to the City.

Section 3: "Good Faith" Effort Process
Any public or private entity receiving federal funds must demonstrate that efforts were made to attract MBE/WBEs on any federal contracts. The process to attract MBE/WBEs is referred to as the "Good Faith" effort. This effort requires the recipient, prime contractor and any subcontractors to take the steps listed below to assure that MBE/WBEs are used whenever possible as sources of supplies, construction, equipment or services. Failure to take the steps outlined below and submit Form 4, Prime Contractor/Recipient Selected MBE/WBEs, prior to bid opening, shall cause the bid to be rejected as non -responsive. Use Forms 1 through 5 to document the process, 6 is completed by the Agency. If it is not practical or possible to comply with one or more of the five steps, prepare an explanation and submit it with the ATA package.

STEP 1: Divide the total requirements, when economically feasible, into small tasks or quantities to permit maximum participation. Evidence submitted must illustrate that the work was divided into small proprietary portions (e.g. paving, electrical, landscaping, revegetation).

STEP 2: Establish delivery schedules, when work requirements permit, that encourage maximum MBE/WBE participation.

STEP 3: Use the services of the U.S. Small Business Administration (SBA) and the Minority Business Development Agency (MBDA) of the U. S. Department of Commerce (DOC) in soliciting qualified MBE/WBEs. Utilization of these resources is required at no cost. These agencies offer several services, including Internet access to databases of MBE/WBEs.

SBA's database is http://www.ccr.gov/ .

For additional assistance, the recipient or contractor can telephone the local offices of both agencies in their area (SBA Minority Enterprise Development Offices and DOC MBDA Regional Centers). The Internet web sites also include names, addresses, and phone or fax numbers of local SBA and MBDA centers. There are contact phone numbers listed in Step 5 that will assist you in reaching the two offices if the Internet is unavailable. Do not write to these sources.

The prime contractor must provide documentation that the local SBA/MBDA offices or web sites were notified of the contracting bid opportunity at least twelve working days prior to bid opening (five working days for referrals from SBA/MBDA or web sites) and solicitation to MBE/WBE subcontractors at least seven working days prior to bid opening.

Documentation must not only include the efforts to contact the information sources and list the contract opportunity, but also the solicitation and response to the bid request.

STEP 4: Include qualified MBE/WBEs on solicitation lists (Form 1) and record the information. Solicitation should be as broad as possible. The following web sites include a list of available sources for expanding the search for eligible MBE/WBEs:
http://www.sba.gov ( http://www.ccr.gov) and ( http://www.mbda.gov) . If MBE/WBE sources are not located, explain why and describe the efforts made. See Step 5 for more detailed information.

For all contracts, the prime contractor must send invitations to at least three (or all, if less than three) MBE/WBE vendors for each item of work referred by sources contacted. The invitations must adequately specify the items for which bids are requested. The record of "good faith" efforts must indicate a real desire for a positive response, such as a certified mail receipt or a documented telephone conversation. (A regular letter or an unanswered telephone call is not an adequate "good faith" effort). A list of all sub -bidders, including the bidders not selected and non-MBE/WBE subcontractors, and bid amount for each item of work must be submitted on Form 5. A sample list is shown in Form 5, Sample Summary of Bids Received from Subcontractors. If a low bid was not accepted, an explanation must be provided.

STEP 5: MBE/WBE potential resources centers.

Federal Agencies must be contacted:

Name and Address
Telephone and Website
U.S. Small Business Administration
(415) 744-6820 Extension 0
455 Market Street, Suite 600
PRO -Net Database: http://www.ccr.gov/
San Francisco, CA 94105
Bid Notification: http://web.sba.gov/subnet/
RE: Minority Enterprise Development Offices
U.S. Department of Commerce
(415) 744-3001
Minority Business Development Agency
Phoenix/ Opportunity Database:
211 Main Street, Room 1280
http://www.mbda.gov
San Francisco, CA 94105
RE: Business Development Centers
State Agencies must be contacted:

Name and Address
Telephone and Website
California Department of Transportation
Mailing Address: PO Box 942874
(CALTRANS) Business Enterprise Program
Sacramento, CA 94274-0015
1820 Alhambra Blvd.
(916) 227-9599
Sacramento, CA 95816
www.dot.ca.gov/hq/bep
(CALTRANS) Business Enterprise Program
Mailing Address: PO Box 942874
CA Public Utilities Commission (CPUC)
505 Van Ness Avenue
http://www.cpuc.ca.gov/static/supplierdiversity
San Francisco, CA 94102-3298

Reporting Requirements:

All requests for services, supplies, equipment, or construction solicited by the City, other governmental agencies, non-profit agencies, or private businesses are subject to the MBE/WBE requirements. These requirements apply to the prime contractor and all subcontractors.

The only exceptions to this requirement are contracts with governmental or non-profit agencies.

For the duration of the contract, all primary and subcontractors will be required to report progress made in fulfilling the "good faith" effort in their quarterly reports. Failure to provide this information as stipulated in the contract language will be cause for contract termination. City staff will provide recipients with the forms and instructions to report their "good faith" efforts when the award and contract is issued.

Once a bidder is selected, the prime contractor should compile the information required by the "good faith" effort process. All information supporting the "good faith" effort must be submitted within ten working days after the bid opening. Recipient shall review the successful bidder's records closely to be sure that, prior to bid opening, all required "good faith" efforts were made. Failure of either the bidder or prime contractor/subcontractor to follow the process and provide the necessary information to the City could jeopardize the bidding process.

The following situations and circumstances require actions as indicated:

1. If the apparent successful low bidder was rejected a complete explanation must be provided.

2. Each MBE/WBE firm utilized must complete and submit the Form 3, Contractor Self - Certification within ten (10) days after the bid opening date.

3. If additional subcontracts become necessary after the award of the prime contract, provide Form 3 to the City within ten (10) working days following the award of each new subcontract.

4. Any deviation from the information provided at the time of the bid shall not result in a reduction of MBE/WBE participation without prior approval of the City's Project Manager.

5. Failure of the apparent low bidder to perform the five "good faith" effort steps prior to bid opening and submittal of Form 4 with the bid, will result in its bid being declared non- responsive. The contract may then be awarded to the next low, responsive, responsible bidder that meets the requirements or the recipient may re -advertise the project.

6. The apparent successful low bidder must submit documentation to the recipient within ten working days following bid opening showing that, prior to the bid opening, all required "good faith" efforts were made.

MBE/WBE Forms:

The following forms are provided to report project MBE/WBE information. These forms may be obtained electronically from the City Principal Engineer, Dustin Christensen at (951) 572-3192 or [email protected]. If you have any questions about completing these forms or when to turn them in, please contact the Principal Engineer.

All Forms, where applicable, must have original signature and date.

The following table provides information on who completes each form and where the forms are to be sent:

Form #
Description
Completed By:

Submit To:
1 Solicitation
Prime
City with Bid
2 Bids Received List
Prime
City with Bid
3 (Att. A)
Self -Certification
MBE/WBE Subs
Prime Contractor
4 (Att. B)
Selected Subcontractors
Prime (with bid)
City with Bid
5 Summary & Sample
Prime
City with Bid
6 Positive Effort Certification
Recipient
City with Bid

FORM 1

MINORITY AND WOMEN OWNED BUSINESS ENTERPRISE (MBE/WBE)
"GOOD FAITH" EFFORT LIST OF SUBCONTRACTORS SOLICITED
Contractor Name
Contractor Address
Category
(MBE or
WBE)
How
Located
Date of
Contact
Contact
Method
Task
Description
Delivery
Schedule
Response
(Yes/No)
Form 1 is required to be submitted with the bid package.

FORM 2

MINORITY AND WOMEN OWNED BUSINESS ENTERPRISE (MBE/WBE)
"GOOD FAITH" EFFORT BIDS RECEIVED LIST
Contractor Name
Category
(MBE or
WBE)
Task
Description
Bid
Amount
Selected
(Check)
Explanation for Not
Selecting
Form 2 is required to be submitted with the bid package.

FORM 3 (Attachment A)

MINORITY- OR WOMEN -OWNED BUSINESS ENTERPRISE
(MBE/WBE)

CONTRACTOR SELF CERTIFICATION
Firm Name:

Address:

Principal Service or Product:

PLEASE INDICATE PERCENTAGE OF OWNERSHIP
Phone:

Bid Amount $
o MBE
% Ownership
o WBE
% Ownership
1 o Prime Contractor
o Subcontractor
o Supplier of Material/Service
o Broker
1 I
o Sole Ownership
o Partnership
o Corporation
o Joint Venture
I hereby certify that this firm is a Minority or Women Business Enterprise as defined in Public Contract Code, Section 10115.1. In making this certification, I am aware of Sections 12650 et seq. of the Government Code, providing for the imposition of treble damages for making false claims against the State and Section 10115.10 of the Public Contract Code, making it a crime to intentionally make an untrue statement in this certificate.

Certified by: Title:

MBE/WBE Sub (ORIGINAL SIGNATURE AND DATE REQUIRED)
Name: Date:

Additional proof may be required upon written challenge of this certification by any person or agency. Falsification of this certification by a firm selected to perform federally funded work may result in a determination that the firm is non -responsive and ineligible for future contracts.

This form must be submitted within 10 working days after the bid opening date.

FORM 4 (Attachment B)

PRIME CONTRACTOR/RECIPIENT
SELECTED MINORITY- AND WOMEN -OWNED BUSINESS ENTERPRISES (MBE/WBEs

CONTRACT RECIPIENTS NAME
CONTRACT NO. OR SPECIFICATION NO.

PROJECT DESCRIPTION

PROJECT LOCATION

PRIME CONTRACTOR INFORMATION
NAME AND ADDRESS (Include ZIP Code, Federal Tax ID #)
PHONE
o MBE o WBE
AMOUNT OF CONTRACT$

MBE/WBE INFORMATION
o NONE*
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code,)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code,)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
o MBE o WBE
NAME AND ADDRESS (Include ZIP Code)
PHONE
o SUBCONTRACTOR
o JOINT VENTURE
o SUPPLIER/SERVICE
o BROKER
AMOUNT OF CONTRACT $

WORK TO BE PERFORMED
TOTAL MBE AMOUNT:

SIGNATURE OF PERSON COMPLETING
$ TOTAL WBE AMOUNT: $
FORM:

DATE:

TITLE: PHONE:

Negative reports are required. Original Signature and Date Required.

Failure to complete and submit Form 4 with the bid package will result in bid rejection as non -responsive.

FORM 5

SUMMARY OF BIDS FROM SUBCONTRACTORS

BIDS FROM SUBCONTRACTORS, SUPPLIERS, AND BROKERS
(MBE/WBE & NON-MBE/WBE)

THIS SUMMARY IS PREPARED BY THE PRIME CONTRACTOR
Type of Job
Company Name
Selected
Bid Amount
MBE
WBE
NON
List type of jobs alphabetically, from low to high in each category and selected low bidder. All other types of bidders such as DBE, SWBE SMBE, and Non-MBE/WBE should be shown in the "Non" column.

FORM 6

MINORITY BUSINESS ENTERPRISE/WOMEN BUSINESS ENTERPRISE (MBE/WBE)

POSITIVE EFFORT CERTIFICATION BY APPLICANT/RECIPIENT

1. The apparent successful low bidder on the American Rescue Plan Act (ARPA) funded project number F-03 is
(name of bidder)

2. Before the City of Beaumont can consider bid awards to any bidder the applicant/recipient must certify to the following:

MINORITY BUSINESS ENTERPRISE (MBE)
The bidder has obtained % of MBE participation for this contract.

WOMEN BUSINESS ENTERPRISE (WBE)
The bidder has obtained % of WBE participation for this contract.

Also submitted are Forms 3 and 4 that contain a complete list of those MBE and WBE firms subcontracted with or with whom other types of agreements were made. The list includes the names of the firm, address, phone number and dollar amount involved.

The following affirmative steps as required by 40 CFR 35.3150 (d) have been taken:
(1) The contractor divided total requirements when economically feasible, into small tasks or quantities to permit maximum participation of minority and women's businesses. (2) The contractor established delivery schedules, where the requirements of the work permitted, which encouraged participation by minority and women's business. (3) The contractor included qualified minority and women's businesses on solicitation lists. (4) The contractor assures that minority and women's businesses were solicited, whenever they were potential sources.
(5)
The contractor used the services and assistance of the Small Business Administration and the Office of Minority Business Development Agency of the U.S. Department of Commerce.

It must be understood that the applicant/recipient in its role as a public trustee assumes primary responsibility to achieve an acceptable level of MBE/WBE utilization. This primary responsibility is a basic condition of the award of any ARPA financial assistance. Where an application/recipient fails to meet its obligations under these requirements the applicant/recipient may be declared non -responsive and may have funding either annulled, suspended or terminated.

In accepting these responsibilities, I hereby certify the above.

Name of Applicant/Recipient
Signature of Authorized Representative Date
Name and Title of Authorized Representative

BEAUF O MONTR N -C A L 1 A -
California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Beaumont City Council Member from participating in any action related to a contract or application if he or she receives any political contributions totaling more than $250 within the previous twelve months, and for three months following the date a final decision from the business or applicant.

The Levine Act also requires a member of the Beaumont City Council who has received such a contribution to disclose the contribution on the record of the proceeding.

Current Beaumont City Council Members are listed at:
https://www.beaumontca.gov/29/City-Council
Proposers are responsible for accessing this link to review the names prior to answering the following questions.

1. Have you or your company, or any agent on behalf of you or your company, made any political contributions of more than $250 to any Beaumont City Council Member in the 12 months preceding the date of the submission of your proposal or application, or the anticipated date of any Council action?
YES If yes, please identify the Council Member(s):

X NO

2. Do you or your company, or any agency on behalf of you or your company, anticipate or plan to make any political contribution of more than $250 to any Beaumont City Council Member in the 12 months following any Council action related to your proposal or application? YES If yes, please identify the Council Member(s):

X NO
Answering yes to either of the two questions above does not preclude the Beaumont City Council from awarding a contract or approving an application or any subs- • = on. It does however, preclude the identified Council Member(s) from par. .a 'ng in an actin -fated to your proposal or application.
04/16/2024
Date
Company/Applicant Name
avin Wakefield, President
City of Beaumont 1 550 E. 6th Street, Beaumont, CA 92223 I (951) 769-8520 1 BeaumontCA.gov

FUNDING AGREEMENT FOR

CITY OF BEAUMONT CITY HALL IMPROVEMENTS PROJECT
This Funding Agreement ("Agreement") is entered into by and between the County of Riverside, a political subdivision of the State of California, ("County") and the City of Beaumont, ("Subrecipient").

County and Subrecipient are sometimes individually referred to as "Party" and collectively as "Parties."

RECITALS
WHEREAS, on March 11, 2021, the American Rescue Plan Act (ARPA) was signed into law, amending Section 9901 of Title VI of the Social Security Act which establishes the Coronavirus State and Local Fiscal Recovery Funds (Fiscal Recovery Funds) to provide state, local and Tribal governments with the resources needed to respond to the pandemic and its economic effects and to build a stronger, more equitable economy during the recovery; and WHEREAS, to respond to the negative effects of the pandemic, which in turn affect our community as a whole, on October 4, 2022, by Minute Order 3.44, the Board of Supervisors of the County of Riverside approved the distribution framework of the second allocation of ARPA funds, to support eligible ARPA efforts within Riverside County including but not limited to: infrastructure (water, sewer, broadband), housing and homelessness, business revitalization, neighborhood revitalization, childcare facilities, and non -profits; and
WHEREAS, on January 6, 2022, the U.S. Department of the Treasury (U.S. Treasury) adopted a final rule implementing the Fiscal Recovery Funds which took effect on April 1, 2022 (Final Rule); and
WHEREAS, the County desires to reimburse and the Subrecipient desires to accept ARPA Fiscal Recovery Funds in a total amount not to exceed $400,000, for expenditures identified in Attachment A related to the Beaumont City Hall Improvements Project — Additional Construction Scope Items (Project); and
NOW THEREFORE, in consideration of the mutual benefits, covenants, terms and conditions contained herein, the Parties agree as follows:

AGREEMENT

1. Incorporation of Recitals. The Recitals set forth above are incorporated herein and made an operative part of this Agreement.

2. Contract Documents. This Agreement consists of this Agreement and the following attachments, attached hereto and by this reference incorporated herein:

2.1 Attachment A — Project Scope

2.2 Attachment B — U.S. Treasury ARPA Fiscal Recovery Funds Final Rule

2.3 Attachment C — Uniform Administrative Requirements, Cost Principles, Federal Provisions and Audit Requirements for Federal Awards -2 CFR Part 200 et seq

2.4 Attachment D — Indemnification and Insurance Requirements

2.5 Attachment E — Project Monitoring Requirements

2.6 Attachment F — Construction Requirements
1

2.7 Attachment G — Project Detail

3. Project; Scope of Work. Subrecipient shall be responsible for completion of all activities associated with Project design, implementation, installation and construction, as described in Attachment A, on or before December 31, 2026, by first using funds received from the County in the amount provided in Section 4 of this Agreement. The Subrecipient shall also furnish timely reporting and documentation assuring Subrecipient's compliance with the U.S. Treasury ARPA Guidelines (as stated in the Final Rule of the U.S. Department of the Treasury published in the Federal Register on January 27, 2022), and within the timelines and specifications provided in Attachment E. Under the provisions of the Agreement, the County shall bear no responsibility for the Project, including without limitation any activities associated with implementation, installation and construction, or any future operation or maintenance of the Project.

3.1 Project Signage. Subrecipient shall include appropriate acknowledgement of credit to the County for its support when promoting the Project or using any data and/or information developed under this Agreement. Signage shall be posted in a prominent location at the Project site and shall include the U.S. Department of Treasury's, and the County's color logos, along with the following disclosure statement: "Funding for this project has been provided in full or in part from the American Rescue Plan Act, and through an agreement with the County of Riverside." The Recipient shall also include in each of its contracts for work under this Agreement a provision that incorporates the requirements stated within this Paragraph.

4. Funding.

4.1 County shall provide funding to Subrecipient in a total amount not to exceed $400,000 ("Award"), in quarterly payments in accordance with progress pay estimates submittals, and in compliance with ARPA Guidelines as set forth in Attachment B, attached hereto and by this reference incorporated herein, for the completion of the Project. In the event that there is a conflict in the terms for payment in this Agreement and the terms in Attachments B and C, the terms in Attachments B and C shall take precedence. Subrecipient shall provide other non-federal funding at least equal to the amounts shown in Attachment A, attached hereto and by this reference incorporated herein, as a match to the funds provided by the County for the Project.

4.2 Except as expressly provided in Attachment A of this Agreement, Subrecipient shall not be entitled to, nor receive from County any additional funding or other type of remuneration for services rendered under this Agreement. The Award amount described in this Section is specifically for the Project and makes up the entire amount which the County has approved to fund the Project.

Subrecipient shall not be entitled by virtue of this Agreement to consideration in excess of the specified project Award amount, and Subrecipient shall be responsible for any and all costs incurred above the Award amount for its implementation and completion of the Project. Any subsequent amendments to the Project's scope or description are not covered by this Agreement, and the funding for any such amendments or for any Project cost overruns shall be the sole responsibility of Subrecipient, unless otherwise approved in writing by the County.

4.3 Should it be determined at any time by the Subrecipient or the County that the Subrecipient cannot, will not or is unable to complete the Project subject to this Agreement in accordance with the applicable State and Federal requirements and the provisions of this Agreement on or before December 31, 2026, then the subrecipient shall return 100% of the Award amount reimbursed to Subrecipient for the Project as of the date of notification to the County, within thirty (30) days of notification.

4.4 In the event the actual cost for the Project is less than Award, Subrecipient shall refund the difference to County within thirty (30) days of receipt of Certificate of Occupancy for the Project, or by June 30, 2026, whichever occurs first. Subrecipient shall return any reimbursed Award Funds 2

that have not been expended or are not adequately supported by invoices and documentation to the County, within thirty (30) days of completion of the Project, or upon request by the County, whichever occurs first.

5. Invoicing and Billing

5.1 Invoices.

5.1.1 Invoices shall be submitted via e-mail to [email protected]. The final invoice from the Subrecipient will be submitted with enough time for the County to reimburse the Subrecipient prior to December 31, 2026, per the final rule of ARPA.

5.1.2 Supporting documentation shall accompany each invoice: copies of paid receipts and invoices of all Subrecipient Project costs incurred by Subrecipient.

5.1.3 To ensure compliance with Federal and State regulations, County may require additional supporting documentation or clarification of claimed expenses as follows:

5.1.3.1 County Executive Office staff shall notify Subrecipient to obtain necessary additional documentation or clarification.

5.1.3.2 Subrecipient shall respond within three (3) business days with required additional documentation or clarification to avoid disallowances/partial payment of invoice.

5.1.3.3 All invoices containing expenses that need additional documentation or clarification not provided to County within three (3) business days of request shall have those expenses disallowed and only the allowed expenses shall be paid.

5.1.3.4 Subrecipient may resubmit disallowed expenses as a supplemental invoice only and must be accompanied by required documentation.

5.2 Payments

5.2.1 If the conditions set forth in this Agreement are met, County shall pay, on/or before the thirtieth (30th) day after receipt of a complete and accurate invoice, the sum of money claimed by the approved invoice, (less any credit due County for adjustments of prior invoices). If the conditions are not met, County shall pay when the necessary processing is completed and/or proper backup documentation is provided.

5.2.2 County shall not pay for unauthorized costs incurred by Subrecipient or for the claimed work which County monitoring shows have not been provided as authorized.

5.2.3 County retains the right to withhold payment on disputed claims.

6. Term. The Term of this Agreement shall be from the date of approval of this Agreement until receipt of Certificate of Occupancy for the Project, or on December 31, 2026, whichever is sooner, unless sooner terminated as provided herein.

7. Subrecipient Compliance Obligations. The Subrecipient agrees to comply with the terms and conditions of this Agreement. The Subrecipient also agrees to apply the terms and conditions of this Agreement to all of its subcontractors (if applicable) and to require their strict compliance therewith. 3

If it is determined that the Subrecipient is noncompliant, County may temporarily withhold or disallow reimbursement of costs, under 2 C.F.R. Part 200, as supplemented by 2 C.F.R. Part 910.

7.1 Federal Provisions. Subrecipient and all of its subcontractors shall comply with the Uniform Administrative Requirements, Cost Principles, Federal Provisions and Audit Requirements for Federal Awards Provisions contained in Attachment C

8. Contract Representatives.

8.1 County Representative. The County Executive Officer, or designee, shall be the designated representative who shall administer this Agreement on behalf of the County.

8.2 Subrecipient Representative. The City Manager, or designee, shall be the designated representative who shall administer this Agreement on behalf of the Subrecipient.

8.3 The Contract Representatives may be contacted as described in Section 11, below.

9. Records and Audit.

9.1 Subrecipient shall store and maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of five (5) years from the termination or completion of this Agreement. This includes any handwriting, typewriting, printing, photostatic, photographing and every other means of recording upon any tangible thing, any form of communication or representation including letters, words, pictures, sounds or symbols or any combination thereof. Any authorized representative of County shall have access to any writings as defined above for the purposes of making a report, audit, evaluation, or examination. Further, County has the right at all reasonable times to audit, inspect or otherwise evaluate the work performed or being performed under this Agreement.

9.2 If it is determined pursuant to an audit that any funds provided pursuant to this Agreement have been improperly expended, Subrecipient shall, at the direction of the agency performing the audit, reimburse the County within thirty (30) days the full amount of such improperly expended funds. The funds shall be reimbursed in accordance with the recommendations in the audit.

10. Monitoring of Contract Compliance and Progress Reports.

10.1 Contract Compliance. The Subrecipient shall comply with the monitoring arrangements set forth in Project Monitoring Requirements, and Construction Requirements, attached as Attachments E and F, respectively.

10.2 Project Progress Reports and Progress Pay Estimates. Subrecipient shall, as specified herein, provide quarterly reports detailing the Project's progress, including a financial status report and milestone progress report as described in Attachment E.

11. Notices. As used in this Agreement, notice includes but is not limited to the communications of any notice, request, demand, approval, statement, report, acceptance, consent, waiver, and appointment. All notices must be in writing. All such notices from one party to another may be delivered in person, sent via reputable overnight courier, or served by first-class mail, certified or registered, postage prepaid, to each and all of the addresses set forth below.

If to County:

Riverside County Executive Office
Attention: Rania Odenbaugh and Scott Bruckner
4080 Lemon Street, 4th Floor,
Riverside, CA. 92501
4 If to Subrecipient:

City of Beaumont
Attention: Dustin Christensen
550 E. 6th Street
Beaumont, CA 92223

12. Conflicts of Interest. Subrecipient covenants that it presently has no interest, including but not limited to, other projects or independent contracts, and shall not acquire any such interest, direct or indirect, which would conflict in any manner or degree with the performance of services required under this Agreement. Subrecipient further covenants that in the performance of this Agreement, no person having any such interest shall be employed or retained by it under this Agreement. In the event federal funds are used, in whole or in part, for this Project, Subrecipient understands and agrees it must maintain a conflict of interest policy consistent with 2. C.F.R. section 200.318 (c) and that such conflict of interest policy is applicable to each activity funded under this award. Subrecipient must disclose in writing to the U.S. Treasury or through Recipient, as appropriate, any potential conflict of interest affecting the awarded funds in accordance with 2. C.F.R. section 200.12.

13. Nondiscrimination. During any period in which Subrecipient is in receipt of funds from County, Subrecipient and its Board, officers, employees, agents, representatives or subcontractors shall not unlawfully discriminate in violation of any Federal, State or local law, rule or regulation against any employee, applicant for employment or person receiving services under this Agreement because of race, religious creed, color, national origin, ancestry, physical or mental disability including perception of disability, medical condition, genetic information, pregnancy related condition, marital status, gender/sex, sexual orientation, gender identity, gender expression, age (over 40), political affiliation or belief, or military and veteran status. Subrecipient and its officers, employees, agents, representatives or subcontractors shall comply with all applicable Federal, State and local laws and regulations related to non- discrimination and equal opportunity, including without limitation the County's non- discrimination policy; Title VI of the Civil Rights Act of 1964 (42 US.C. sections 2000d et seq.) and U.S. Treasury's implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance; The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. sections 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability; Section 504 of the Rehabilitation Act of 1973, as amended (42 U.S.C. sections 6101 et seq.), and the U.S. Treasury's implementing regulations at 31 C.F.R. part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance; and Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. sections 12101 et seq.)which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto; The Fair Employment and Housing Act (Government Code sections 12900 et seq.); California Labor Code sections 1101, and 1102; the Federal Civil Rights Act of 1964 (P.L. 88-352), as amended; and all applicable regulations promulgated in the California Code of Regulations or the Code of Federal Regulations, and Riverside County's non-discrimination policy.

Subrecipient shall include the non-discrimination and compliance provisions of this Section in all subcontracts to perform work under or as a derivative of this Agreement.

14. Indemnification. The Subrecipient shall be bound by the indemnification, hold harmless and defend provisions contained in Attachment D.

15. Insurance. Subrecipient shall obtain, and maintain, or caused to be obtained and maintained, at all times during the Term of this Agreement, insurance coverage in the amounts and coverage specified in Attachment D.
5

16. Termination. The County may terminate this agreement upon a determination that Subrecipient is not complying with ARPA terms and conditions. The County may withhold additional planned distributions of funding to Subrecipient pending receipt of requisite reporting requirements by Subrecipient to the County as described herein.

17. Compliance with Laws. The Subrecipient is required to comply with all applicable federal, state and local laws and regulations for all work performed or funded by and through this Agreement. The Subrecipient is required to obtain all necessary federal, state and local permits, authorizations and approvals for all work performed under this Agreement.

18. Disputes. The parties shall attempt to resolve any disputes amicably at the working level. If that is not successful, the dispute shall be referred to the senior management of the parties. The Subrecipient shall proceed diligently with the Project described in this Agreement pending the resolution of a dispute.

The Parties reserve the right to pursue any remedies at law or in equity should any dispute relating to this Agreement not by resolved by the Parties. Notwithstanding the foregoing, prior to the filing of any legal action related to this Agreement, the Parties shall be obligated to attend a mediation session in Riverside County before a neutral third party mediator. A second mediation session shall be required if the first session is not successful. The parties shall share the cost of the mediations.

19. Status of Subrecipient. The Subrecipient is, for purposes relating to this Agreement, an independent contractor and shall not be deemed an employee of the County. It is expressly understood and agreed that the Subrecipient (including its employees, agents, and subcontractors) shall in no event be entitled to any benefits to which County employees are entitled, including but not limited to overtime, any retirement benefits, worker's compensation benefits, and injury leave or other leave benefits. There shall be no employer -employee relationship between the parties nor is there a joint venture; and Subrecipient shall indemnify and hold County harmless from any and all claims that may be made against County based upon any contention by a third party that an employer -employee relationship exists by reason of this Agreement.

19.1 All acts of Subrecipient and its officers, employees, agents, representatives, subcontractors, and all others acting on behalf of Subrecipient relating to the performance of this Agreement, shall be performed as independent contractors and not as agents, officers, or employees of County. Subrecipient, by virtue of this Agreement, has no authority to bind or incur any obligation on behalf of County. No agent, officer or employee of the County is to be considered an employee of Subrecipient. At all times during the term of this Agreement, the Subrecipient and its officers, employees, agents, representatives, or subcontractors are, and shall represent and conduct themselves as, independent contractors and not employees of County.

19.2 Subrecipient shall determine the method, details, and means of performing the work and services to be provided by Subrecipient under this Agreement. Subrecipient shall be responsible to County only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be subjected to County's control with respect to the physical action or activities of Subrecipient in fulfillment of this Agreement. Subrecipient has control over the manner and means for completion of the Project described in this Agreement. If necessary, Subrecipient has the responsibility for employing or engaging other persons or firms to assist Subrecipient in fulfilling the terms and obligations under this Agreement.

19.3 If in the performance of this Agreement any third persons are employed by Subrecipient, such persons shall be entirely and exclusively under the direction, supervision, and control of 6

Subrecipient. All terms of employment including hours, wages, working conditions, discipline, hiring and discharging or any other term of employment or requirements of law shall be determined by the Subrecipient. It is further understood and agreed that Subrecipient must issue W-2 forms or other forms as required by law for income and employment tax purposes for all Subrecipient's assigned personnel under the terms and conditions of this Agreement.

20. Entire Agreement. This Agreement is the result of negotiations between the Parties. This Agreement is intended by the Parties as a full and final expression of their understanding with respect to the matters contained in this Agreement and shall not be modified in any manner except by an instrument in writing executed by the Parties or their respective successors in interest.

21. Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

22. Governing Law and Venue. The interpretation and performance of this Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County, California.

23. Construction/Interpretation. Headings or captions to the provisions of this Agreement are solely for the convenience of the Parties, are not part of this Agreement, and shall not be used to interpret or determine the validity of this Agreement. Any ambiguity in this Agreement shall not be construed against the drafter, but rather the terms and provisions hereof shall be given a reasonable interpretation as if both parties had in fact drafted this Agreement.

24. No Waiver. Failure of the Parties to insist upon strict compliance with any of the terms, covenants or conditions hereof shall not be deemed a waiver of such term, covenant or condition, nor shall any waiver or relinquishment of any rights or powers hereunder at any one time or more times be deemed a waiver or relinquishment of such other right or power at any other time or times.

25. No Third -Party Beneficiaries. There are no intended third -party beneficiaries of any right or obligation assumed by the Parties.

26. Severability. It is intended that each paragraph of this Agreement shall be treated as separate and divisible, and in the event that any paragraphs are deemed unenforceable, the remainder shall continue to be in full force and effect so long as the primary purpose of this Agreement is unaffected.

27. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original but all of which together shall constitute one and the same instrument.

28. Use of Electronic (Digital) Signatures. This Agreement may be executed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument.

Each party of this Agreement agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act (("CUETA") Cal. Civ.

Code §§ 1633.1 to 1633.17), for executing this Agreement. The parties further agree that the electronic signatures of the parties included in this Agreement are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means an electronic sound, symbol, or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to the CUETA as amended from time to time. The CUETA authorizes use of an electronic signature for transactions and contracts among parties in California, including a government agency. Digital signature means an electronic identifier, created 7

by computer, intended by the party using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the parties. For purposes of this section, a digital signature is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code
[Signature Provisions on Following Page]
8

28. Authority to Enter Agreement. Each Party to this Agreement warrants to the other that it is duly organized and existing and that it and the respective signatories have full right and authority to enter into and consummate this Agreement and all related documents and bind the parties thereto.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date as indicated beside each Party's signature.

COUNTY:

COUNTY OF RIVERSIDE, a political subdivision
of the State of California
By:

NEVI G.Z.i:w[.w'...+.'V'.D3
Chair, Board of Supervisors City Manager
SUBRECII'IENT:

CITY OF BEAUMONT
B
ATTEST:

Clerk of the Board
Kimberly Rector
B
Deputy
(Seal)
S2 -w4-7

APPROVED AS TO FORM
County Counsel
By:

Kristine Bell -Valdez
9 OCT 31 2023 3-L-{

Attachment A — Project Scope
Beaumont City Hall Improvements Protect — Additional Construction Scope Items Scope of Work
The Subrecipient will complete all planning, design and procurement necessary to complete the Project. For purposes of this Agreement, the Project shall solely represent the following construction items:
1) ADA Compliance: To meet requirements of California Code of Regulations Title 24 for ADA compliance, Subrecipient will construct new entryway landings and handicap ramps on the north- east side of its City Hall building, as shown in Attachment G of this Agreement.

Project Budget
ITEM

DESCRIPTION

COUNTY OF

RIVERSIDE
ARPA

PROJECT

FUNDING
AMOUNT
(Not to Exceed)

SUBRECIPIENT

NON-FEDERAL

FUNDING
AMOUNT

ESTIMATED

PROJECT COST
1 Planning
$0
$0
$0
2 Design
$0
$15,000
$15,000
3 Spec Review,
Bid/Award
$0
$0
$0
4 Construction
$400,000
$0
$400,000
5 Admin Closeout
$0
$0
$0
TOTAL:
$400,000
$15,000
$415,000
Schedule
ITEM

DESCRIPTION OF SUBMITTAL

ESTIMATED DUE
DATE
1 Planning
Complete
2 Design
Complete
4 Spec Review, Bid/Award
February 2024
5 Construction
June 2024
6 Admin Closeout / Certificate of Occupancy
August 2024
10

Attachment B — U.S. Treasury ARPA Fiscal Recovery Funds Final Rule 11

Federal Register/Vol. 87, No. 18 /Thursday, January 27, 2022 /Rules and Regulations

DEPARTMENT OF THE TREASURY
31 CFR Part 35
RIN 1505—AC77
Coronavirus State and Local Fiscal
Recovery Funds
AGENCY: Department of the Treasury.

ACTION: Final rule.

SUMMARY: The Secretary of the Treasury
(Treasury) is adopting as final the
interim final rule published on May 17,
2021, with amendments. This rule
implements the Coronavirus State Fiscal
Recovery Fund and the Coronavirus
Local Fiscal Recovery Fund established
under the American Rescue Plan Act.

DATES: The provisions in this final rule
are effective April 1, 2022.

FOR FURTHER INFORMATION CONTACT:

Katharine Richards, Director,
Coronavirus State and Local Fiscal
Recovery Funds, Office of Recovery
Programs, Department of the Treasury,
(844) 529-9527.

SUPPLEMENTARY INFORMATION:

I. Introduction
Overview
Since the first case of coronavirus
disease 2019 (COVID-19) was
discovered in the United States in
January 2020, the pandemic has caused
severe, intertwined public health and
economic crises. In March 2021, as
these crises continued, the American
Rescue Plan Act of 2021 (ARPA)1
established the Coronavirus State and
Local Fiscal Recovery Funds (SLFRF) to
provide state, local, and Tribal
governments 2 with the resources
needed to respond to the pandemic and
its economic effects and to build a
stronger, more equitable economy
during the recovery. The U.S.

Department of the Treasury (Treasury)
issued an interim final rule
implementing the SLFRF program on
May 10, 20213 and has since disbursed
over $240 billion to state, local, and
Tribal governments and received over
1,500 public comments on the interim
final rule. Treasury is now issuing this
final rule which responds to public
comments, implements the ARPA
statutory provisions on eligible and
ineligible uses of SLFRF funds, and
,Public Law 117-2. https://www.congress.gov/
117/plaws/pub12/PLAW-117pub12. pd f.
2 Throughout this Supplementary Information,
Treasury uses "state, local, and Tribal
governments" or "recipients" to refer generally to
governments receiving SLFRF funds; this includes
states, territories, Tribal governments, counties,
metropolitan cities, and nonentitlement units of
local government.
386 FR 26786 (May 17, 2021).
makes several changes to the provisions
of the interim final rule, summarized
below in the section Executive
Summary of Major Changes.

Since Treasury issued the interim
final rule in May 2021, both the public
health and economic situations facing
the country have evolved. On the public
health front, the United States has made
tremendous progress in the fight against
COVID-19, including a historic
vaccination campaign that has reached
over 80 percent of adults with at least
one dose and is reaching millions of
children as we11.4 However, the disease
continues to present an imminent threat
to public health, especially among
unvaccinated individuals. As the Delta
variant spread across the country this
summer and fall, the United States faced
another severe wave of cases, deaths,
and strain on the healthcare system,
with the risk of hospitalization and
mortality exponentially greater to
unvaccinated Americans. COVID-19 has
now infected over 50 million and killed
over 800,000 Americans since January
2020; tens of thousands of Americans
continue to be infected each day.5 Even
as the nation recovers, new and
emerging COVID-19 variants may
continue to pose threats to both public
health and the economy. Moving
forward, state, local, and Tribal
governments will continue to play a
major role in responding through
vaccination campaigns, testing, and
other services.

The economic recovery similarly has
made tremendous progress but faces
continued risks from the disease and the
disruptions it has caused. In the early
months of the pandemic, the United
States experienced the sharpest
economic downturn on record, with
unemployment spiking to 14.8 percent
in April 2020.6 The economy has
gradually added back jobs, with growth
accelerating in the first half of 2021.7
However, as the Delta variant spread,
the intensified health risks and renewed
disruptions slowed growth,
demonstrating the continued risks from
the virus. By fall 2021, the economy had
4 Centers for Disease Control and Prevention,
COVID Data Tracker: COVID-19 Vaccinations in the
United States, https://covid.cdc.gov/covid-data-
tracker/#vaccinations (last visited December 31,
2021).
5 Centers for Disease Control and Prevention,
COVID Data Tracker, http://www.covid.cdc.gov/
covid-data-tracker/#datatracker-home (last visited
December 7, 2021).
6 U.S. Bureau of Labor Statistics, Unemployment
Rate [UNRATE], retrieved from FRED, Federal
Reserve Bank of St. Louis; https://fred .
stlouisfed.org/series/UNRATE (last visited
December 7, 2021).
7 Id.
exceeded its pre -pandemic size 8 and
unemployment had fallen below 5
percent,9 but despite this progress, too
many Americans remain unemployed,
out of the labor force, or unable to pay
their bills, with this pain particularly
acute among lower -income Americans
and communities of color. Again,
moving forward, state, local, and Tribal
governments will remain on the
frontlines of the economic response and
rebuilding a stronger economy in the
aftermath of the pandemic.

However, as state, local, and Tribal
governments continue to face
substantial needs to respond to public
health and economic conditions, they
have also experienced severe impacts
from the pandemic and resulting
recession. State, local, and Tribal
governments cut over 1.5 million jobs in
the early months of the pandemic amid
sharp declines in revenue and remain
over 950,000 jobs below their pre -
pandemic levels.10 As the Great
Recession demonstrated, austerity
among state, local, and Tribal
governments can hamper overall
economic growth and severely curtail
the ability of governments to serve their
constituents.

Recognizing these imperatives, the
SLFRF program provides vital resources
for state, local, and Tribal governments
to respond to the pandemic and its
economic effects and to replace revenue
lost due to the public health emergency,
preventing cuts to government services.

Specifically, the ARPA provides that
SLFRF funds 11 may be used:
(a) To respond to the public health
emergency or its negative economic
impacts, including assistance to
households, small businesses, and
nonprofits, or aid to impacted industries
such as tourism, travel, and hospitality;
(b) To respond to workers performing
essential work during the COVID-19
8 U.S. Bureau of Economic Analysis, Real Gross
Domestic Product [GDPC1], retrieved from FRED,
Federal Reserve Bank of St. Louis, https://fred .
stlouisfed.org/series/GDPC1 (last visited December
7, 2021).
9U.S. Bureau of Labor Statistics, supra note 6.
10 U.S. Bureau of Labor Statistics, All Employees,
State Government [CES9092000001] and All
Employees, Local Government [CES9093000001],
retrieved from FRED, Federal Reserve Bank of St.

Louis, https://fred.stlouisfed.org/series/
CES9092000001 and https://fred.stlouisfed.org/
series/CES9093000001 (last visited December 7,
2021).
11 The ARPA adds section 602 of the Social
Security Act, which creates the State Fiscal
Recovery Fund, and section 603 of the Social
Security Act, which creates the Local Fiscal
Recovery Fund (together, SLFRF). Sections 602 and
603 contain substantially similar eligible uses; the
primary difference between the two sections is that
section 602 establishes a fund for states, territories, and Tribal governments and section 603 establishes
a fund for metropolitan cities, nonentitlement units
of local government, and counties.

Federal Register/Vol. 87, No. 18 /Thursday, January 27, 2022 /Rules and Regulations 4339 public health emergency by providing
premium pay to eligible workers;
(c) For the provision of government
services to the extent of the reduction in
revenue due to the COVID-19 public
health emergency relative to revenues
collected in the most recent full fiscal
year prior to the emergency; and
(d) To make necessary investments in
water, sewer, or broadband
infrastructure.

In addition, Congress specified two
types of ineligible uses of funds: funds
may not be used for deposit into any
pension fund or, for states and
territories only, to directly or indirectly
offset a reduction in net tax revenue
resulting from a change in law,
regulation, or administrative
interpretation.

Issued May 10, 2021, Treasury's
interim final rule provided further detail
on eligible uses of funds within the four
statutory categories, ineligible uses of
funds, and administration of the
program. The interim final rule
provided state, local, and Tribal
governments substantial flexibility to
determine how best to use payments
from the SLFRF program to meet the
needs of their communities. The interim
final rule aimed to facilitate swift and
effective implementation by establishing
a framework for determining the types
of programs and services that are
eligible under the ARPA along with
examples of eligible uses of funds that
state, local, and Tribal governments may
consider.

State, local, and Tribal governments
are already deploying SLFRF funds to
make an impact in their communities.

The SLFRF program ensures that state,
local, and Tribal governments have the
resources needed to fight the pandemic,
sustain and strengthen the economic
recovery, maintain vital public services,
and make investments that support
long-term growth, opportunity, and
equity. Treasury looks forward to
supporting and engaging with state,
local, and Tribal governments as they
use these funds to make transformative
investments in their communities.

Finally, with so many pressing and
effective ways to use SLFRF funds, there
is no excuse for waste, fraud, or abuse
of these funds.

Treasury received over 1,500
comments spanning nearly all aspects of
the interim final rule. The final rule
considers and responds to comments,
provides clarification to many aspects of
the interim final rule, and makes several
changes to eligible uses under the
program, summarized immediately
below.

Executive Summary of Major Changes
and Clarifications
The final rule provides broader
flexibility and greater simplicity in the
program, in response to public
comments. Among other clarifications
and changes, the final rule provides for
the following:
1 Public Health and Negative
Economic Impacts: In addition to
programs and services, the final rule
clarifies that recipients may use funds
for capital expenditures that support an
eligible COVID-19 public health or
economic response. For example,
recipients may build certain affordable
housing, childcare facilities, schools,
hospitals, and other projects consistent
with the requirements in this final rule
and the Supplementary Information.

In addition, the final rule presumes
that an expanded set of households and
communities are "impacted" or
"disproportionately impacted" by the
pandemic, thereby allowing recipients
to provide responses to a broad set of
households and entities without
requiring additional analysis. Further,
the final rule provides a broader set of
enumerated eligible uses available for
these communities as part of COVID-19
public health and economic response,
including making affordable housing,
childcare, and early learning services
eligible in all impacted communities
and making certain community
development and neighborhood
revitalization activities eligible for
disproportionately impacted
communities.

Further, the final rule allows for a
broader set of uses to restore and
support government employment,
including hiring above a recipient's pre -
pandemic baseline, providing funds to
employees that experienced pay cuts or
furloughs, avoiding layoffs, and
providing retention incentives.
1 Premium Pay: The final rule offers
more streamlined options to provide
premium pay, by broadening the share
of essential workers who can receive
premium pay without a written
justification while maintaining a focus
on lower -income and frontline essential
workers.
❑ Revenue Loss: The final rule offers
a standard allowance for revenue loss of
up to $10 million, not to exceed a
recipient's SLFRF award amount,
allowing recipients to select between a
standard amount of revenue loss or
complete a full revenue loss calculation.

Recipients that select the standard
allowance may use that amount for
government services.
❑ Water, Sewer, and Broadband
Infrastructure: The final rule
significantly broadens eligible
broadband infrastructure investments to
address challenges with broadband
access, affordability, and reliability, and
adds additional eligible water and sewer
infrastructure investments, including a
broad range of lead remediation and
stormwater management projects.

Structure of the Supplementary
Information
In addition to this Introduction, this
Supplementary Information is organized
into four sections: (1) Eligible Uses, (2)
Restrictions on Use, (3) Program
Administration Provisions, and (4)
Regulatory Analyses.

The Eligible Uses section describes
the standards to determine eligible uses
of funds in each of the four eligible use
categories:
(1) Responding to the public health
and negative economic impacts of the
pandemic (which includes several sub-
categories)
(2) Providing premium pay to
essential workers
(3) Providing government services to
the extent of revenue loss due to the
pandemic, and
(4) Making necessary investments in
water, sewer, and broadband
infrastructure.

Each eligible use category has
separate and distinct standards for
assessing whether a use of funds is
eligible. Standards, restrictions, or other
provisions in one eligible use category
do not apply to the others. Therefore,
recipients should first determine which
eligible use category a potential use of
funds fits within, then assess whether
the potential use of funds meets the
eligibility standard or criteria for that
category. In the case of uses to respond
to the public health and negative
economic impacts of the pandemic,
recipients should also determine which
sub -category the eligible use fits within
(i.e., public health, assistance to
households, assistance to small
businesses, assistance to nonprofits, aid
to impacted industries, or public sector
capacity and workforce), then assess
whether the potential use of funds
meets the eligibility standard for that
sub -category. Treasury does not pre -
approve uses of funds; recipients are
advised to review the final rule and may
pursue eligible projects under it.

In some sections of the rule, Treasury
identifies specific uses of funds that are
eligible, called "enumerated eligible
uses"; for example, Treasury provides
many enumerated eligible uses of funds
to respond to the public health and
negative economic impacts of the
pandemic. Uses of funds that are not
specifically named as eligible in this

4340 Federal Register/Vol. 87, No. 18 /Thursday, January 27, 2022 /Rules and Regulations final rule may still be eligible in two
ways. First, under the revenue loss
eligible use category, recipients have
broad latitude to use funds for
government services up to their amount
of revenue loss due to the pandemic. A
potential use of funds that does not fit
within the other three eligible use
categories may be permissible as a
government service, which recipients
can fund up to their amount of revenue
loss. For example, transportation
infrastructure projects are generally
ineligible as a response to the public
health and negative economic impacts
of the pandemic; however, a recipient
could fund these projects as a
government service up to its amount of
revenue loss, provided that other
restrictions on use do not apply. See
sections Revenue Loss and Restrictions
on Use for further information. Second,
the eligible use category for responding
to the public health and negative
economic impacts of the pandemic
provides a non -exhaustive list of
enumerated eligible uses, which means
that the listed eligible uses include
some, but not all, of the uses of funds
that could be eligible. The Eligible Uses
section provides a standard for
determining if other uses of funds,
beyond those specifically enumerated,
are eligible. If a recipient would like to
pursue a use of funds that is not
specifically enumerated, the recipient
should use the standard and other
guidance provided in the section Public
Health and Negative Economic Impacts
to assess whether the use of funds is
eligible.

Next, the Restrictions on Use section
describes limitations on how funds may
be used. Treasury has divided the
Restriction on Use section into (A)
statutory restrictions under the ARPA,
which include (1) offsetting a reduction
in net tax revenue, and (2) deposits into
pension funds, and (B) other restrictions
on use, which include (1) debt service
and replenishing reserves, (2)
settlements and judgments, and (3)
general restrictions. These restrictions
apply to all eligible use categories;
however, some restrictions apply only
to certain types of recipient
governments, and recipients are advised
to review the final rule to determine
which restrictions apply to their type of
government (e.g., state, territory, Tribal
government, county, metropolitan city,
or nonentitlement unit of government).

To reiterate, for recipient governments
covered by a specific restriction, that
restriction applies to all eligible use
categories and any use of funds under
the SLFRF program. Specifically:
❑ For states and territories only, funds
may not be used to offset directly or
indirectly a reduction in net tax revenue
resulting from a change in state or
territory law.
❑ For all recipients except Tribal
governments, funds may not be used for
deposits into a pension fund.
❑ For all recipients, funds may not be
used for debt service or replenishing
financial reserves.
❑ All recipients must also comply
with three general restrictions. First, a
recipient may not use SLFRF funds for
a program, service, or capital
expenditure that conflicts with or
contravenes the statutory purpose of
ARPA, including a program, service, or
capital expenditure that includes a term
or condition that undermines efforts to
stop the spread of COVID-19. Second,
recipients may not use SLFRF funds in
violation of the conflict -of -interest
requirements contained in the Award
Terms and Conditions, including any
self -dealing or violation of ethics rules.

Lastly, recipients should be aware that
federal, state, and local laws and
regulations, outside of SLFRF program
requirements, also apply, including for
example, environmental laws and
federal civil rights and
nondiscrimination requirements, which
include prohibitions on discrimination
on the basis of race, color, national
origin, sex (including sexual orientation
and gender identity), religion, disability,
age, or familial status (having children
under the age of 18).

The Program Administration
Provisions section describes the
processes and requirements for
administering the program on an
ongoing basis, specifically as relates to
the following: Distribution of funds,
timeline for using funds, transfer of
funds from a recipient to different
organizations, use of funds for program
administration, reporting on use of
funds, and remediation and recoupment
of funds used for ineligible purposes. Of
note, SLFRF funds may only be used for
costs incurred within a specific time
period, beginning March 3, 2021, with
all funds obligated by December 31,
2024 and all funds spent by December
31, 2026. Recipients are advised to also
consult Treasury's Reporting and
Compliance Guidance for additional
information on program administration
processes and requirements, including
applicability of the Uniform Guidance.

Finally, the section Regulatory
Analyses provides Treasury's analysis of
the impacts of this rulemaking, as
required by several laws, regulations,
and Executive Orders.

Throughout this Supplementary
Information, statements using the terms
"should" or "must" refer to
requirements, except when used in
summarizing opinions expressed in
public comments. Statements using the
term "encourage" refer to
recommendations, not requirements.

II. Eligible Uses
A. Public Health and Negative
Economic Impacts
Background
Since the first case of COVID-19 was
discovered in the United States in
January 2020, the disease has infected
over 50 million and killed over 800,000
Americans.12 The disease —and
necessary measures to respond —have
had an immense public health and
economic impact on millions of
Americans across many areas of life, as
detailed below in the respective sections
on Public Health and Negative
Economic Impacts. Since the release of
the interim final rule in May 2021, the
country has made major progress in
fighting the disease and rebuilding the
economy but faces continued risks, as
illustrated by the spread of the Delta
variant and the resulting slowdown in
the economic recovery. The SLFRF
program, and Treasury's interim final
rule, provide substantial flexibility to
recipients to respond to pandemic
impacts in their local community; this
flexibility is designed to help state,
local, and Tribal governments adapt to
the evolving public health emergency
and tailor their response as needs evolve
and to the particular local needs of their
communities.

Indeed, state, local, and Tribal
governments face continued needs to
respond at scale to the public health
emergency. This includes continued
public health efforts to slow the spread
of the disease, to increase vaccination
rates and provide vaccinations to new
populations as they become eligible, to
protect individuals living in congregate
facilities, and to address the broader
impacts of the pandemic on public
health. Similarly, while a strong
economic recovery is underway, the
economy remains 3.9 million jobs below
its pre -pandemic level, pointing to the
continued need for response efforts,
with low-income workers and
communities of color facing elevated
rates of unemployment and economic
hardship.13 Long-standing disparities in
health and economic outcomes in
12 Centers for Disease Control and Prevention,
COVID Data Tracker, http://www.covid.cdc.gov/
covid-data-tracker/#datatracker-home (last visited
December 31, 2021).
13 U.S. Bureau of Labor Statistics, All Employees,
Total Nonfarm [PAYEMS] https://fred .
stlouisfed.org/series/PAYEMS (last visited
December 7, 2021).

Federal Register/Vol. 87, No. 18 /Thursday, January 27, 2022 /Rules and Regulations 4341 underserved 14 communities, that
amplified and exacerbated the impacts
of the pandemic, also present continued
barriers to full and equitable recovery.

As state, local, and Tribal
governments work to meet the public
health and economic needs of their
communities, these governments are
also confronting the need to rebuild
their own capacity. Facing severe
budget challenges during the pandemic,
many state, local, and Tribal
governments have been forced to make
cuts to services or their workforces,
including cutting over 1.5 million jobs
from February to May 2020, or delay
critical investments. As of fall 2021,
state, local, and Tribal government
employment remained over 950,000 jobs
below pre -pandemic levels.15 In the
recovery from the Great Recession, cuts
to state, local, and Tribal governments
became a meaningful drag on economic
growth for several years, and the SLFRF
program provides the resources needed
to re -invest in vital public services and
workers to avoid this outcome.16

1. General Provisions: Structure and
Standards
Background: Sections 602(c)(1)(A)
and 603(c)(1)(A) of the Social Security
Act establish that recipients may use
funds "to respond to the public health
emergency with respect to COVID-19 or
its negative economic impacts,
including assistance to households,
small businesses, and nonprofits, or aid
to impacted industries such as tourism,
travel, and hospitality." The interim
final rule established three categories
within this eligible use: (1) Public
health responses for those impacted by
the pandemic, including the general
public; (2) responses to the negative
economic impacts that were
experienced by those impacted as a
result of the pandemic; and (3)
additional services, either as a public
health response or a response to the
negative economic impacts of the
14 Treasury uses "underserved" to refer to
populations sharing a particular characteristic, as
well as geographic communities, that have been
systematically denied a full opportunity to
participate in aspects of economic, social, and civic
life. In the interim final rule, Treasury generally
used the term "disadvantaged" to refer to these
same populations and communities.
15 U.S. Bureau of Labor Statistics, All Employees,
State Government [CES9092000001] and All
Employees, Local Government [CES9093000001],
retrieved from FRED, Federal Reserve Bank of St.

Louis, https://fred.stlouisfed.org/series/
CES9092000001 and https://fred.stlouisfed.org/
series/CES9093000001 (last visited December 7,
2021).
16 Tracy Gordon, State and Local Budgets and the
Great Recession, Brookings Institution (Dec. 31,
2012), http://www.brookings.edu/articles/state-and-
local-budgets-and-the-great-recession.
pandemic, for disproportionately
impacted communities.

The interim final rule established the
method to determine which specific
programs or services may be eligible to
respond to the public health emergency
or to respond to the negative economic
impacts of the public health emergency
within this framework. The interim final
rule included multiple enumerated uses
that are eligible within each of these
categories when provided to eligible
populations, including populations that
the interim final rule presumed to have
been impacted (in the case of public
health responses and responses to
negative economic impacts) or
disproportionately impacted (in the case
of disproportionately impacted
communities). Finally, the interim final
rule also allowed recipients to designate
additional individuals or classes as
impacted or disproportionately
impacted. The standards for each of
these criteria under the interim final
rule are discussed below.

To assess whether a program or
service would be eligible to respond to
the public health emergency or its
negative economic impacts, the interim
final rule stated that, "the recipient [is
required] to, first, identify a need or
negative impact of the COVID-19 public
health emergency and, second, identify
how the program, service, or other
intervention addresses the identified
need or impact [. . . .1 [E]ligible uses
under this category must be in response
to the disease itself or the harmful
consequences of the economic
disruptions resulting from or
exacerbated by the COVID-19 public
health emergency." The enumerated
eligible uses were presumed to meet this
criterion.

With respect to uses not specifically
enumerated in the interim final rule as
eligible public health responses, the
interim final rule stated that, "[t]o assess
whether additional uses would be
eligible under this category, recipients
should identify an effect of COVID-19
on public health, including either or
both of immediate effects or effects that
may manifest over months or years, and
assess how the use would respond to or
address the identified need."
With respect to uses not specifically
enumerated in the interim final rule as
eligible responses to a negative
economic impact of the public health
emergency, the interim final rule stated
that "[e]ligible uses that respond to the
negative economic impacts of the public
health emergency must be designed to
address an economic harm resulting
from or exacerbated by the public health
emergency. In considering whether a
program or service would be eligible
under this category, the recipient should
assess whether, and the extent to which,
there has been an economic harm, such
as loss of earnings or revenue, that
resulted from the COVID-19 public
health emergency and whether, and the
extent to which, the use would respond
to or address this harm.17 A recipient
should first consider whether an
economic harm exists and whether this
harm was caused or made worse by the
COVID-19 public health emergency."
The interim final rule went on to say
that: "In addition, the eligible use must
`respond to' the identified negative
economic impact. Responses must be
related and reasonably proportional to
the extent and type of harm
experienced; uses that bear no relation
or are grossly disproportionate to the
type or extent of harm experienced
would not be eligible uses."
Throughout this final rule, Treasury
refers to households, communities,
small businesses, nonprofits, and
industries that experienced public
health or negative economic impacts of
the pandemic as "impacted." The first
section in the interim final rule under
this eligible use category included
public health responses for these
impacted classes. The second category
in the interim final rule under this
eligible use category included responses
to the negative economic impacts that
were experienced by these impacted
classes as a result of the pandemic.

The interim final rule further
recognized that certain populations
have experienced disproportionate
health or negative economic impacts
during the pandemic, as pre-existing
disparities in these communities
amplified the impacts of the pandemic.

For example, the interim final rule
recognized that the negative economic
effects of the pandemic were
particularly pronounced among lower -
income families, who were more likely
to experience income loss and more
likely to have a job that required in -
person work. The interim final rule
recognized the role of pre-existing social
vulnerabilities and disparities in driving
the disparate health and economic
outcomes and presumed that programs
designed to address these health or
economic disparities are responsive to
the public health or negative economic
impacts of the COVID-19 public health
emergency, when provided in
disproportionately impacted
communities. In addition to identifying
certain populations and communities
17 In some cases, a use may be permissible under
another eligible use category even if it falls outside
the scope of section (c)(1)(A) of section 602 and 603
of the Social Security Act.