P2560014_Cmplt_Agrmt_Sample_2nd.pdf

STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES

STANDARD AGREEMENT

STD 213 (Rev. 04/2020)

AGREEMENT NUMBER

P2560014 PURCHASING AUTHORITY NUMBER (If Applicable)

SCO ID: 3600-P2560014

1. This Agreement is entered into between the Contracting Agency and the Contractor named below:

CONTRACTING AGENCY NAME

California Department of Fish and Wildlife

CONTRACTOR NAME

TBD

2. The term of this Agreement is:

START DATE

Upon DGS approval

THROUGH END DATE

June 30, 2026

3. The maximum amount of this Agreement is:

TBD

4. The parties agree to comply with the terms and conditions of the following exhibits, which are by this reference made a part of the Agreement.

Exhibits Title Pages

Exhibit A Scope of Work 14

Exhibit A Attach 1 Asbestos and Lead Survey Report 19

Exhibit B Budget Detail and Payment Provisions 4

Exhibit C * General Terms and Conditions (GTC 02/2025) *

Exhibit E Federal Provisions (Federal Funds) 4

Exhibit G Additional Provisions (Public Works) 20

Std 18 Standard California Nondiscrimination Construction Contract Specifications 2

Drawing E10-2025-001, Dated June 10, 2025 1 Sheet Items shownwith anasterisk (*), are hereby incorporated by reference andmadepart of this agreement as if attachedhereto.

These documents can be viewed at https://www.dgs.ca.gov/OLS/Resources

INWITNESSWHEREOF, THIS AGREEMENTHAS BEENEXECUTEDBY THE PARTIES HERETO.

CONTRACTOR

CONTRACTOR NAME (if other than an individual, state whether a corporation, partnership, etc.)

TBD

CONTRACTOR BUSINESS ADDRESS CITY STATE ZIP

PRINTED NAME OF PERSON SIGNING TITLE

CONTRACTOR AUTHORIZED SIGNATURE DATE SIGNEDSAM

PLE

STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES

STANDARD AGREEMENT

STD 213 (Rev. 04/2020)

AGREEMENT NUMBER

P2560014 PURCHASING AUTHORITY NUMBER (If Applicable)

SCO ID: 3600-P2560014

STATE OF CALIFORNIA

CONTRACTING AGENCY NAME

California Department of Fish and Wildlife

CONTRACTING AGENCY ADDRESS

1010 Riverside Parkway

CITY

West Sacramento

STATE

CA

ZIP

95605

PRINTED NAME OF PERSON SIGNING

Yujie Jin

TITLE

Branch Chief, Land and Facilities Engineering

CONTRACTING AGENCY AUTHORIZED SIGNATURE DATE SIGNED

CALIFORNIA DEPARTMENT OF GENERAL SERVICES APPROVAL EXEMPTION (If Applicable)

SAM

BALDWIN LAKE OFFICE SIDING REPLACEMENT P2560014

CONTRACTOR/TBD

EXHIBIT A – SCOPE OF WORK

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1. Description:

Provide all labor, tools, equipment, materials, incidentals, permits and taxes necessary to replace siding and sheathing and exterior painting of the Baldwin Lake Ecological Reserve Office Building and other miscellaneous improvements.

2. Location of Services:

Services shall be performed at Baldwin Lake Ecological Reserve, 44865 North Shore Drive, Big Bear, CA 92314, San Bernardino County

3. Contract Term Date:

Upon DGS approval through June 30, 2026

4. Time of Completion:

Construction shall be completed within TWENTY (20) WORKING DAYS following the official “Notice of Start Date” from CDFW to the Contractor to commence construction. CDFW may approve additional working days for delays caused by unexpected events or circumstances including but not limited to supply chain disruption and inclement weather. Contractor must advise Contract Manager IN WRITING of any unexpected events or circumstances and obtain CDFW approval for any time extension.

5. License Required:

A – General Engineering Contractor, or B – General Building Contractor

6. Items of Work:

All items of work on the contract form are to be complete in place. In addition, the specified items shall be in accordance with the following and shall include as well as furnish all labor, tools, equipment, materials, permits and taxes necessary to:

Item 1 - Replacement of all siding on exterior of Office

Item 2 - Replacement of 30% of the Office sheathing

Item 3 - Exterior Painting of fascia/rake, exposed rafters, soffit, doors and door frames

Item 4 - Contingencies are for changes due to unforeseen items of work, and/or adjustments in the quantities of items bid on a unit price basis, as may be determined, and allowed by the Contract Manager. The total amount to be paid under this item may be from zero (if no changes are allowed) to the full amount, as determined by the Contract Manager.

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7. The Project Officials during the term of this agreement will be:

CDFW Project Officials Contractor Project Official(s)

Contract Manager Project Director

Name: Danielle Stewart Name: TBD

Phone: (951) 990-6879 Phone: (XXX) XXX-XXXX

Email: danielle.stewart@wildlife.ca.gov Email: XXXXXXXXXX

Address: 4775 Bird Farm Rd.

Chino Hills, CA 91709

Address: XXXXXXXXXX

8. General:

The Contractor shall visit and determine the actual condition of the site prior to submitting the quote and shall familiarize themselves of the work in place. Contractor shall investigate conditions character, quality and quantity of surface, and sub-surface materials of obstacles to be encountered. Failure by the Contractor to acquaint himself/herself with site conditions and available information will not relieve him/her from the responsibility for assessing properly the difficulty or cost of successfully performing the work. The submission of a quote will be considered as conclusive evidence that the Contractor has made such examination. No claim of the Contractor shall be made as a result of different physical conditions of any item or exposed work if such condition is exposed and present at the time of inspection. If any unknown physical condition exists or is not exposed at the time of site inspection, unless noted in these specifications, an equitable adjustment will be made.

All work is to be performed in accordance with the Standard Specifications as stated below, except as provided in the General Conditions, Technical Specifications, and any applicable drawings.

State and Federal Codes:

A. 2025 California Code of Regulations (CCR) B. 2025 California Administrative Code (CAR), [California Code of Regulations (CCR), Title 24, Part 1] C. 2025 California Building Code (CBC), Volumes 1, and 2, (CCR, Title 24, Part 2)

(Based on 2024 International Building Code with 2025 California Amendments) D. 2025 California Residential Code (CRC), (CCR, Title 24, Part 2.5), (Based on 2024

International Residential Code) E. 2025 California Electrical Code (CEC), (CCR, Title 24, Part 3) (2023 National

Electric Code (NEC) with 2025 California Amendments) F. 2025 California Mechanical Code (CMC), (CCR, Title 24, Part 4) (Based on 2024

Uniform Mechanical Code with 2025 California Amendments) G. 2025 California Plumbing Code (CPC), (CCR, Title 24, Part 5) (Based on 2024

Uniform Plumbing Code) H. 2025 California Energy Code, (CCR, Title 24, Part 6) I. 2025 California Historical Building Code, (CCR, Title 24, Part 8) J. 2025 California Fire Code (CFC), (CCR, Title 24, Part 9) (Based on 2024

International Fire Code) mailto:danielle.stewart@wildlife.ca.gov

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K. 2025 California Existing Building Code, (CCR, Title 24, Part 10), (Based on the 2024 International Existing Building Code)

L. 2025 California Green Building Standards Code, (CCR, Title 24, Part 11) M. 2025 California Referenced Standards Code, (CCR, Title 24, Part 12);

NFPA 13 - Automatic Sprinkler Systems w/ CA Amendments 2025 Edition NFPA 14 - Standpipe Systems w/ CA Amendments 2024 Edition NFPA17a - Wet Chemical Systems 2024 Edition NFPA 20 - Stationary Pumps 2025 Edition NFPA 24 - Private Fire Mains w/ CA Amendments 2025 Edition NFPA 72 - National Fire Alarm Code w/ CA Amendments 2025 Edition NFPA 2001 - Clean Agent Fire Extinguishing Systems 2025 Edition w/ CA Amendments Reference code section for NFPA standards is in 2022 CBC Chapter 35 or 2022 CFC Chapter 80. See Chapter 35 for State California amendments to NFPA standards

N. Reference Code Sections for Applicable Standards:

2025 CBC, Chapter 35 2025 CFC, Chapter 80

O. Title 8 California Code of Regulations (CCR), CAL/OSHA Regulations-Safety Orders issued by Division of Industrial Safety of the State of California

P. Title 19 CCR., Public Safety, State Fire Marshall (SFM) Regulations, List of Federal Codes & Standards (if applicable)

Q. American with Disabilities Act (ADA), Title II or Title III R. 2025 California Access Compliance Advisory Reference Manual (As prepared by the

Division of the State Architect Office, published on January 1, 2025, effective July 1, 2026)

S. Department of Transportation (DOT) Standard Specifications and/or Plans; State of California, DOT, 2025

T. Underwriters Laboratories, Inc. (UL Standards)

Additional Codes:

A. American Concrete Institute (ACI), Latest Edition B. American Society for Testing and Materials (ASTM), Latest Edition C. Steel Construction Manual, American Institute of Steel Construction, (AISC), 15th

Edition D. American Welding Society, AWS E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

Additional Documents:

A. Exhibit A, Attachment 1 – Asbestos and Lead Survey Report B. Drawing: E10-2025-001, dated June 10, 2025, 1 sheet

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9. Insurance Requirements:

The Contractor will be required to supply proof of and maintain liability coverage as outlined in Exhibit G, Insurance, Item 12B – Insurance Requirements of this agreement. These policy types include:

• Commercial General Liability

• Automobile Liability

• Worker’s Compensation and Employer’s Liability

❖ The above policies must each be endorsed to include “The State of California, its officers, agents and employees as additional insured but only with respect to work performed under the Contract”.

10. Bond Requirements:

Contractor will be required to supply bonds as outlined in Exhibit G, Item 13 – Contract Bonds which is attached hereto and will be part of the resulting agreement. The bond(s) required for this Agreement include:

• Payment Bond required if contract cost is $25,000 or more

11. Quality Control:

The Contractor will be responsible for the completeness of the contract work. The Contractor will be responsible for the progress of the contract work until final completion and acceptance of same by the State and will make such checks on the work as may be necessary to assure conformance with these specifications.

12. Work Schedule:

The Contractor shall furnish the Contract Manager a proposed work schedule THREE (3) DAYS PRIOR TO BEGINNING WORK and The Contractor shall submit at such times as may be requested by the Contract Manager, schedules which shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts.

13. Submittal Process:

The Contractor shall submit one (1) original of manufacturer’s data for all equipment and materials proposed for use on this job, complete with descriptions, information, and performance data to the Contract Manager for approval. Submittals must be approved prior to start of the work identified in the respective submittals.

One (1) set of submittals shall be returned for use by the Contractor.

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14. Clean Up and Disposal of Refuse:

Upon completion of each maintenance/service activity under this contract, the Contractor must remove all remaining excess materials, waste, rubbish, debris, temporary facilities, and other equipment from the site. Final approval of the work done under these specifications will not be given until the final cleanup meets approval of the CDFW Facility Manager or CDFW designee.

15. Restoration of Improvements:

Any damage to existing facilities, structures or improvements caused by the Contractor, the Contractor’s equipment, or the Contractor’s staff during the term of this contract, will be repaired and restored to as good a condition as existed at the time work commenced at the Contractor’s own expense.

16. Inability to Provide Services:

If the Contractor is temporarily unable to provide services as required, CDFW reserves the right to accomplish the work by other means during the period of the Contractor’s inability to provide services and will be reimbursed by the Contractor for any costs.

17. Accidents/Damages:

Damage caused to the equipment covered herein due to fire, abuse, act of God, accident, unauthorized alterations, disasters, the elements, failure of electrical power, misuse, use of unauthorized agents, vandalism or negligence by the State or its officers, agents, or employees are not covered by this agreement except on a time and material basis. Such repairs will be performed by the Contractor at the Contractor’s current, published rates at the time service is required, but only after the Contractor has made an estimate of all costs involved and written documentation has been provided to the Institution Contract Liaison or designee.

18. Exclusions:

Excluded are painting or refinishing of equipment, and the furnishing of supplies, accessories, or devices of any nature, except such items or equipment as may be necessary for the maintenance of the equipment. This agreement does not include service, repair, or replacement of parts required as a result of accident, neglect, abuse, misuse, alteration of equipment, or other improper operation, including but not limited to operation of equipment outside of its specified environmental conditions.

19. Guarantee:

See Exhibit G, (Additional Provisions, Public Works) Item 54, Guarantee.

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20. Specifications:

ROUGH CARPENTRY

PART 1 - PRODUCTS

1.01 PLYWOOD

A. General: Softwood plywood, Us Product Standard PS 1-83, grade stamped by approved testing agency, such as APA, Teco or Pittsburgh Testing Laboratory.

B. Building sheathing shall be CDX plywood. Nailing shall match existing.

1.02 BUILDING PAPER

A. No. 15 asphalt saturated felt or plater building wrap; Tyvek; Typar, or equal.

1.03 FLASHING PAPER

A. Six (6) inch wide strips of two ply reinforced waterproof kraft paper.

PART 2 - EXECUTION

2.01 ROUGH CARPENTRY

A. Workmanship: Accurately cut, fit and solidly fasten items to produce plumb, level, true and rigid work. Do not splice individual framing members between supports. Erect faces of framing members (studs, plates, joists, rafters, headers) in straight, accurate alignment, plumb or level in same plane to receive sheet type finish materials.

2.02 FINISH CARPENTRY

A. Exposed Surfaces: Free from tool marks, torn grain, cross sanding, or any defect.

B. Plywood Siding: Type suitable for exposed locations, thickness, pattern, texture, and species indicated. Where plans show that siding is also used as structural sheathing.

Identify each piece by approved agency stamp.

2.03 NAILS, SCREWS, BOLTS, NUTS AND WASHERS

A. Common wire nails as otherwise noted. Match existing sizes. Use finishing nails for finish work. Use galvanized or cadmium plated fastenings for work exposed to weather.

B. Type, size and spacing of nails, when not otherwise indicated on plans shall equal or exceed minimum requirement of Table 2304.9.1. Chapter 23, Wood, California Building Code, 2022 Edition. Nails for siding and other exposed work, aluminum, stainless steel or hot dip galvanized. Secure wood subject to vibration from equipment with annular ring nails.

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C. Fasteners shall not penetrate completely through member when opposite side is exposed to view.

2.04 WORKMANSHIP

A. Make connections between members tight, accurate and secure. Place fastenings without splitting wood, predrill when required. Drill bolt holes same size as bolt diameter.

Drill holes for lag screws same size as thread root diameter; and counterbore, same depth and diameter as shank. Turn lag screws into place; do not drive. Provide bolts and lag screws with washers under every head and nut bearing on wood. Tighten bolts and lag screws at installation; carefully re-tighten just before closing in, or at completion of project.

- End of Section -

FIBER CEMENT SIDING

PART 1 – GENERAL

1.1 Scope

A. Furnish and install fiber-cement siding and fiber-cement trim and accessories where shown on drawings or as specified herein.

1.2 Submittals

A. Submit four (4) copies of specifications, installation data and other pertinent manufacturer’s literature.

1.3 Product Handling

A. Stack fiber-cement siding on edge or lay flat on a smooth, level surface. Protect edges and corners from chipping. Store sheets under cover and keep dry prior to installation.

1.4 Job Condition

A. Install weather-resistive barriers to dry surfaces.

B. Repair any punctures or tears in the weather-resistive barrier prior to the installation of the siding.

C. Protect siding from other trades.

1.5 Warranty

A. Provide written warranty against manufacturing defects in fiber-cement lap siding for thirty

(30) years.

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PART 2 - PRODUCTS

2.1 Lap Siding: HardiePlank HZ5 Lap or approved equal

A. Non-asbestos fiber-cement siding to comply with ASTM C1186 Type A Grade II.

B. Siding to meet the following building code compliance National Evaluation Report No.

NER 405 (BOCA, ICBO, SBCCI); City of Los Angeles, Research Report No. 24862;

Metro Dade County, Florida Acceptance No. 94-1234.04; US Department of Housing and Urban Development Materials Release 1263a; California DSA PS-019; and City of New York MEA 223-93-M. Non-asbestos fiber-cement siding to be non-combustible when tested in accordance with ASTM test method E136.

C. Type: Cedarmill – Statement Collection - 8 ¼” Width / 7” Exposure

D. Color: Timber Bark

2.2 Trim: HZ5 Trim as manufactured by James Hardie Building Products, Inc., or approved equal.

A. Thickness: 1”

B. Width: 3.5”

C. Texture: Smooth – Statement Collection

D. Color: Timber Bark

2.3 Fasteners

A. Wood framing: Ninety-three-hundredths inch (0.093”) shank x two hundred twenty-two-hundredths inch (0.222”) head x two inch (2”) corrosion resistant siding nails. Use two-and-a-half inches (2.5”) finishing nails for Artisan Accent Trim.

PART 3 - EXECUTION

3.1 Surface Conditions

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

C. Install a water-resistive barrier is required in accordance with local building code requirements.

D. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.

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E. Install Engineered for ClimateTM HardieWrapTM weather barrier in accordance with local building code requirements.

F. Use HardieWrapTM Seam tape and joint and laps.

G. Install and HardieWrap TM flashing, HardieWrap TM Flex Flashing.

3.2. Installation – HardiePlank HZ5 Lap Siding

A. Starting: Install a minimum one-quarter (¼) inch thick lath starter strip at the bottom course of wall. Apply planks horizontally with minimum one-and-a-quarter (1 ¼) inch wide laps at the top. The bottom edge of the first plank overlaps the starter strip.

B. Allow minimum one(1)-inch vertical clearance between roofing and bottom edge of siding.

C. Align vertical joints of the planks over framing members.

D. Maintain clearance between siding and adjacent finished grade.

E. Locate splices at least one stud cavity away from window and door openings.

F. Use off-stud metal joiner when vertical joints occur between framing members. Position metal joiner so that the bottom lip is resting on the solid course of planks. Fasten plank to the framing. Position and fasten abutting plank into place insuring that the lower edges of the two planks align. Locate metal joiner centrally behind the joint. Locate off-stud splices with a minimum of two stud cavities from wall corners and stagger all subsequent course splices at minimum twenty-four(24)-inch intervals when located in the same wall cavity.

G. Wind Resistance: Where a specified level of wind resistance is required HardiePlank lap siding is installed to framing members and secured with fasteners described in Table No.

2 in National Evaluation Service Report No. NER – 405.

3.4 Finishing

A. Hardie siding come pre-finished and colored

-End of Section

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PAINTING

PART 1 - GENERAL

1.01 WORK INCLUDED

A. All labor, material, transportation and shop services required for interior and exterior painting as described herein, and for all interior and exterior surfaces not specifically mentioned herein but shown on the drawings.

B. In general, all exterior and interior surfaces on wood, metal, primed metal, doors.

1.02 QUALITY ASSURANCE

A. Manufacturers Direction: Follow manufacturers printed directions for application of paints and finishes. Do not add materials to paints, except as recommended by the manufacturer.

B. Certifications and Affidavits: When requested by Engineers, submit manufacturers affidavits certifying compliance of materials with Engineers specifications.

C. Paints shall comply with State of California Air Resources Board Rule 1113. Paints containing lead in excess of point-zero-six (0.06) percent by weight of the total nonvolatile content shall not be used. Paints containing zinc chromate or strontium chromate shall not be used.

Interior latex paints are not permitted in toilet rooms.

1.03 SUBMITTALS

A. Materials List: Submit complete list of proposed manufacturers materials for Engineer approval. Completely describe all materials.

B. Colors and Samples: Submit samples of each color and type of finish for Engineers approval.

Samples shall be completely finished will all coats specified and over same materials as those in the work. When requested by Engineers, provide job applied samples of large size on final surfaces. Color and finishes shall be selected by the Engineers. Approximately ten (10) percent accent colors for bidding purposes.

1.04 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Identifications: Deliver materials to job site in manufacturers original labeled unopened containers, printed with all information necessary for complete identification.

B. Handling: Protect materials against rain, dust and drying in container.

1.05 JOB CONDITIONS

A. Environmental Requirements: Do not paint in wet or dusty conditions or in temperatures below sixty-five degrees Fahrenheit (65 F).

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B. Ventilation: In interior work, provide fan ventilation to remove paint fumes, especially when spray application is employed. Use spark proof fans.

C. Spray painting: Employ spray painting only in accordance with the requirements of the State Division of Industrial Safety and other jurisdictions.

D. Lighting: See that areas requiring painting work have been provided with adequate artificial lighting where daylighting is insufficient. Do not proceed otherwise.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Paints shall be best quality as regularly manufactured by recognized paint and varnish manufacturers. Material not bearing manufacturer’s identification as standard best grade of regular line are not acceptable. Materials shall be delivered to jobsite in original containers bearing manufacturer’s name. Paint application shall comply with manufacturer=s recommendation and standards.

B. Paints and finishes shall cover thoroughly, brush well, flow without sags or laps, and wear well under conditions of use and weather. Color pigments shall be non-fading.

2.02 EXTERIOR COLORS

A. Provide manufacturer’s colors and pattern for the items listed below.

1. Doors, Door Frames

2. Facia/Rake, exposed rafters, soffit

2.02 EXTERIOR PAINT SCHEDULE

The site Manager shall select up to two (2) colors.

PART 3 - EXECUTION

3.01 EXAMINATION

A. See that the following conditions are obtained before proceeding with painting and finishing. Do not proceed otherwise. Start of work will indicate acceptance of conditions as being satisfactory.

1. Surfaces are complete, dry, clean with nails set, and are in good condition to receive finish.

2. Surfaces are not coated with material that would reduce or impair adhesion of paint finishes.

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3.02 PREPARATIONS

A. Cleaning: Sweep and vacuum clean floors: Damp mop in addition, if necessary.

B. Protection:

1. Protect floors, equipment, furnishings, and adjoining work from paint spots or overlaps.

2. Protect aluminum, or other surfaces from which removal of paint would cause injury, by covering with masking tape, paper or other approved means, and remove when directed.

3. Protect painted or finished surfaces until dry and not tacky.

C. Other Preparations:

1. Hardware shall be removed by Carpenter or else masked during painting operations.

2. Exterior wood doors shall be removed to paint the bottom edge.

3. Galvanized metal shall be acid treated with dilute acetic acid or with solution of four ounces (4 oz.) copper sulphate to one (1) gallon of water or use metal etching thinner. Allow to dry twelve

(12) hours; brush off any residue.

4. Concrete cleaning and preparation as specified.

5. Sand interior surface between coats with fine sandpaper.

6. Putty nail holes, cracks etc., after first coat or as required.

3.03 FIELD QUALITY CONTROL

A. Use good quality brushes adaptable for each type of work.

B. There shall not be sags, laps, runs, skips, heavy brush marks, or other defects in the finished work.

C. Cut in true to line.

D. Allow twenty-four (24) hours minimum between coats, or longer dried hard.

E. Coats specified herein are in addition to shop coats.

F. Paints and finishes are to cover well. When undercoats, stains, or discolorations show through final coat, apply additional coats at Contractor=s expense until paint is of uniform color and coverage is complete.

G. Repaint or finish any damaged finished work to match new undamaged work.

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3.04 ITEMS NOT TO BE PAINTED

Windows.

Materials that are a finish in themselves, unless otherwise specified.

Metal roofing.

The fiber cement siding comes pre-colored and finished therefore it does not need paint.

3.06 EXTERIOR PAINTING

A. All exterior wall surfaces (excluding factory-finished surfaces) shall receive a minimum of one

(1) prime coat and two (2) finish coats of paint. Exterior walls of buildings shall be factory-finished metal. Steel personnel doors shall be field finished.

3.07 WORKMANSHIP

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

B. All materials shall be applied in accordance with manufacturers’ directions as printed on container. Any thinning required shall be done in the manner and exclusively with the type of reducer recommended.

C. Vary each coat of paint in shade from the preceding coat in a manner that will make each coat readily distinguishable without affecting finish color. Touch up all blemishes.

D. In enclosed spaces, application and drying of paint shall be performed only:

1. When temperature is sixty-five degrees Fahrenheit (65 F) or above, maintained constantly to prevent condensation.

2. When ventilation is adequate to maintain humidity lower than the dew point of the coldest wall.

E. Enamel and varnish undercoats shall be sanded smooth prior to recoating.

F. End grain wood and door edges shall be finished providing the same appearance as the remainder of the wood surface.

G. No exterior painting shall be undertaken at temperatures under fifty degrees Farhenheit (50 F), or immediately following rain, frost or dew. Safe levels for painting shall be determined by use of an electronic moisture meter.

H. The areas in which Contractor has been conducting his/her work shall be left in a clean and orderly condition with all paint spots, rags, and discarded equipment removed.

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I. Do not paint finish hardware.

J. Paint rough hardware same color as trim to which it is attached.

K. Exposed piping, conduit, ductwork, and hangers, color and texture of adjacent surfaces.

When adjacent surfaces, unpainted, paint color as directed.

3.08 CLEANING

A. Surfaces: remove all paint spots and stains from surfaces that were not to be painted, taking care not to damage such surfaces in so doing. Repair, replace or refinish damaged work as directed.

B. Glass Cleaning: Remove paint spots.

Asbestos / Lead Limited Renovation Survey

Baldwin Lake Ecological Reserve Hwy 18 N Shore Drive

Big Bear City, CA 92314

Prepared for:

California Department of Fish & Wildlife

C/O Deanna Garcia

Prepared by:

Charles Taylor Environmental Technical Services

301 Merritt 7 2nd Floor

Norwalk, CT 06851 Phone: 800‐408‐9016

Email:enviro@charlestaylor.com

Date:

05/01/2025

Project Number, Claim #:

2128594

BALDWIN LAKE OFFICE SIDING REPLACEMENT

CONTRACOR

EXHIBIT A, ATTAHCMENT 1

P2560014 mailto:enviro@charlestaylor.com

Table 1. Asbestos Results – Hwy 18 N Shore Drive, Big Bear City, CA 92314 Project/Claim #2128594

Sample Number Material Description Material Location

Material Condition/ Friability

Analytical Result

Estimated Quantity

A01-A03 Wallboard, Joint Compound Office #1, Office #2, Storage Area Good/NF NAD 1,200 ft2

B04-B06 12”x12” Tan Floor Tile & Mastic Storage Area Back Entry, Front Entry Good/NF NAD 30 ft2

C07-C09 4” Black Cove Base & Mastic Lobby, Office #2, Storage Area Good/NF NAD 600 ft2

N/A: Not applicable NAD: Asbestos not detected in quantifiable concentrations.

F/Friable: Material that, when dry, may be easily crumbled, pulverized, or reduced to powder by hand pressure.

NF/Non-friable: Material that, when dry, may not be crumbled, pulverized, or reduced to powder by hand pressure.

EXHIBIT A, ATTAHCMENT 1

P2560014

Table 2. Lead Results – Hwy 18 N Shore Drive, Big Bear City, CA 92314 Project/Claim #2128594

Sample Number Location Component/Substrate Condition Color Result

L-01 Exterior Wall – Wood Fair Brown <0.1 NEG L-02 Exterior Restroom Wall – Concrete Intact Brown <0.1 NEG L-03 Men’s Restroom Wall – Concrete Intact White <0.1 NEG L-04 Women’s Restroom Wall – Concrete Intact White <0.1 NEG L-05 Exterior of Main Building Overhang – Wood Intact Brown <0.1 NEG L-06 Office #1 Wall – Wallboard Intact White <0.1 NEG L-07 Office #2 Wall – Wallboard Intact White <0.1 NEG L-08 Lobby Wall – Wallboard Intact White <0.1 NEG L-09 Lobby Wall – Wood Intact White <0.1 NEG L-10 Lobby Posts – Wood Intact White <0.1 NEG L-11 Lobby Beams – Wood Intact White <0.1 NEG L-12 Storage Area Wall – Wallboard Intact White <0.1 NEG

Lead-Based Paint (LBP): Paint or other surface coating that contains lead more than 1.0 milligrams per centimeter squared (mg/cm2) or 5,000 parts per million (0.7 or 600 parts per million for Los Angeles County). LBP removal and disposal must be performed in accordance with CDPH Regulations as well as California OSHA requirements.

Lead-Containing Paint (LCP): Painted material or surfaces containing lead levels between 0.1 and 1.0 mg/cm2 or 600 to 5000 ppm of lead. LCP removal and disposal must be performed in accordance with California OSHA regulations and can be handled by a regular contractor who has prepared a California OSHA lead compliance plan/program for the protection of its workers. LCP is not a hazard to occupants per the EPA, HUD, and Cal/DPH and thus not regulated by those agencies.

Lead-Safe Paint (LSP): Painted material or surfaces containing lead levels by XRF as <0.1 mg/cm2 or <90 ppm by FAA is equivalent to the lead amount in current cans of paint sold over the counter throughout the US (approved by the Consumer Product Safety Commission).

Charles Taylor Environmental highly recommends that a qualified abatement contractor perform work where lead concentration is equal to or above 600 parts per million and/or 1.0 milligram per square centimeter or where regulated levels of lead are identified.

EXHIBIT A, ATTAHCMENT 1

1 Introduction The purpose of this report is to establish the findings of the Limited Renovation Survey performed at the subject site. The survey was performed to determine asbestos and/or lead content, if any, within the materials that may be disturbed during limited renovations at the subject property.

Materials that may possibly contain asbestos/lead, yet not discussed within this report must be presumed to be Asbestos Containing Material (ACM) or Lead-based Paint (LBP) until laboratory analysis proves otherwise.

The following items provide the general parameters and scope of this survey report:

• Inspected by: Scott Haley

• CSST Certification #, CDPH Certification #: 03-3512, LRC-00006374

• Scope of Inspection Areas: Office #1, Office #2, Storage Area, Front Entry, Lobby, Exterior of Main Building, Exterior of Restrooms, Men’s Restroom, Women’s Restroom

• This is a modified survey, and results are limited to the specific areas and materials sampled. This report is not valid for use outside of the specific areas slated for renovation at this exact time or by individuals not associated with the currently proposed renovation work.

2 Field Survey and Analytical Methodology

2.1 Asbestos

Bulk samples of suspect ACMs were obtained by cutting small pieces of the material and placing the bulk pieces into labeled sample containers. To ensure the samples are representative of materials in the building, bulk samples were cut (where feasible) to a depth such that the entire thickness of the suspect ACM was sampled. Sampling tools were cleaned by wiping with disposable wet cloths after each sample was collected to prevent cross-contamination of asbestos fibers, if present. Sampling locations and material types were recorded on the sample location diagram and chain-of-custody sheets, which are provided in the attachments.

The bulk samples were transported under chain-of-custody to AIH Laboratory for analysis. AIH is a participating laboratory in the National Institute of Standards and Technology (NIST)-administered National Voluntary Laboratory Accreditation Program (NVLAP). (NVLAP), Certification Number 500079-0. In California, laboratories should have dual certification under the California Water Boards, Environmental Lab Accreditation Program (ELAP). Laboratory testing was conducted in compliance with Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy. All bulk samples submitted for testing were analyzed for asbestos content by PLM using "EPA Interim Method #600/R-93/116 (polarized light microscopy with optical dispersion staining)". See attached analytical report for address and phone number of the laboratory.

EXHIBIT A, ATTAHCMENT 1

2.2 Lead

The procedures followed during the inspection are based on the highest industry standards used for residential properties which can be found in the United States Environmental Protection Agency (EPA) “Lead: Renovation, Repair and Painting Guidelines” (EPA 40 CFR Part 745, April 22, 2008 - Part II). The following is a general description of sampling activities: Lead sampling painted/coated surfaces that will be impacted by emergency repair and renovation activities were identified and sampled accordingly. The purpose of the inspection was solely to identify surface coatings that are lead-based paint (LBP) or lead-containing paint (LCP). Surfaces not slated for removal were not sampled and MUST be assumed to contain LBP unless further testing confirms the absence of regulated levels of lead in paint. Sampling of painted/coated surfaces with suspect LBP/LCP were completed by removal of approximately 2 square inches of paint from accessible and suspect painted/coated surfaces. If XRF analysis was performed, sampling was completed using an X-Ray Fluorescence Analyzer (XRF). The sampled surfaces may include, but not limited to, the following: walls, baseboards, window components, door components, crown molding, wainscoting, wood flooring varnish, eaves, stairwell rails, etc.

Note that both the US EPA and the California Department of Public Health (CDPH Title 17 California Code of Regulations) define LBP as any paint or other surface coating containing an amount of lead equal to or exceeding 1.0 milligram per square centimeter (mg/cm2) surface area of lead or 0.5 % lead by weight. In California, Title 17 regulates residential and public buildings.

“Public building” means a structure, or part of a structure, and its land, which is generally accessible to the public, including but not limited to, schools, daycare centers, museums, airports, hospitals, stores, convention centers, government facilities, office buildings and any other building which is not an industrial building or a residential building. LBPs are regulated in large part by the intent of the projects. If the LBP is disturbed incidental to a renovation, then EPA RRP applies. If the LBP is disturbed to abate a lead hazard, then all requirements of the CDPH Title 17 are applicable.

The California Division of Safety and Health (DOSH) or Cal/OSHA regulates all construction-related work where an individual may be exposed to lead, regardless of the lead concentration in paint or other surface coatings. Objective data showing that a specific paint or coating contains less than 0.06 % lead by weight (equivalent to 600 parts per million [ppm]) constitutes a “negative initial determination” whereby that paint/coating may be “installed” or otherwise handled in an intact state by non-protected/trained personnel. However, any other activities such as cutting, sanding, scraping, manual demolition, etcetera, require compliance with Cal/OSHA Title 8 CCR Section 1532.1 irrespective of lead content.

All lead laboratory testing was conducted in compliance with US EPA Method SW 846 3050B/7000B flame atomic absorption spectrometry analysis by the laboratory listed above. See attached analytical report for address and phone number as needed.

EXHIBIT A, ATTAHCMENT 1

3 Results of Analysis

3.1 ASBESTOS

Quantifiable detection limits using this type of analysis are approximately one percent. For materials in which asbestos is detected, but at levels below one percent, the result is reported as “<1%,” but not further quantified. For those materials where asbestos was not detected, even in trace amounts, results are reported as non-detect (ND). Materials containing one-tenth of one percent or greater asbestos (> 0.1%) are considered asbestos-containing construction materials (ACCMs) according to California Occupational Safety and Health Administration (OSHA) regulations, and materials containing greater than one percent (>1%) asbestos are considered to be ACMs according to federal regulations.

Homogeneous material is considered NOT to contain Asbestos ONLY if the results of ALL samples required to be collected from the area show asbestos in amounts of less than the regulated amount (<0.1% in California). A homogeneous area shall be determined to contain Asbestos (ACM) based on a finding that the results of at least one sample collected from that area shows that asbestos is present (40 CFR 763.87). Laboratory results and chain of custody are attached.

A summary of materials sampled, condition, relative quantity, and results can be found in the attached table for easy review and distribution.

3.2 LEAD

Lead-Based Paint (LBP): Paint or other surface coating that contains lead in excess of 1.0 milligrams per centimeter squared (mg/cm2) or 5,000 parts per million (0.7 or 600 parts per million for Los Angeles County). LBP removal and disposal must be performed in accordance with CDPH Regulations as well as California OSHA requirements.

Lead-Containing Paint (LCP): Painted material or surfaces containing lead levels between 0.1 and 1.0 mg/cm2 or 600 to 5000 ppm of lead. LCP removal and disposal must be performed in accordance with California OSHA regulations and can be handled by a regular contractor who has prepared a California OSHA lead compliance plan/program for the protection of its workers.

LCP is not a hazard to occupants per the EPA, HUD, and Cal/DPH and thus not regulated by those agencies.

Lead-Safe Paint (LSP): Painted material or surfaces containing lead levels by XRF as <0.1 mg/cm2 or <90 ppm by FAA is equivalent to the lead amount in current cans of paint sold over the counter throughout the US (approved by the Consumer Product Safety Commission).

A summary of materials sampled, condition, and results can be found in the attached table for easy review and distribution.

EXHIBIT A, ATTAHCMENT 1

4 Executive Summary / Recommendations In light of Charles Taylor Environmental’s site assessment and analytical results, the following recommendations should be adhered to in order to eliminate the potential exposure of individuals to airborne asbestos fibers or lead based paint:

Proceed normally with renovations if NO Asbestos/Lead was detected.

Properly remove all ACM/ACCM or LBP/LCP that may be disturbed.

Regularly monitor ACM/ACCM or LBP/LCP that is currently in good condition.

Properly repair or remove all damaged ACM/ACCM and/or LBP/LCP.

Adhere to the following regulatory requirements.

If "any level" of asbestos is detected, Cal/OSHA still requires applicable worker protections, training, communication, notification, and engineering controls in accordance with CCR Title 8 §1529.

5 Regulatory Requirements

5.1 ASBESTOS

This survey was performed in compliance with all applicable requirements of the Asbestos Hazard Emergency Response Act (AHERA) 40 CFR 763, Cal/OSHA Asbestos Construction Standard Title 8 CCR §1529, The South Coast Air Quality Management District (SCAQMD) Rule 1403, as well as the National Emissions Standards for Hazardous Air Pollutants (NESHAP) 40 CFR 61 Subpart M.

California EPA is divided into 35 local air districts, which may have additional regulations in addition to NESHAPs. The South Coast Air Quality Management District (SCAQMD) Rule 1403 is a prominent example.

Current applicable Federal, State and Local statutes specify work practice requirements for demolition and/or renovation activities, and the associated disturbance of asbestos-containing material, as well as the storage and disposal of asbestos-containing waste material. Proper notification, removal techniques for asbestos-containing material, clean-up procedures and waste storage and disposal requirements are mandated in connection with renovation or demolition activities. Mandatory ten days or emergency asbestos removal notification is required by EPA and the South Coast Air Quality Management District (SCAQMD Rule 1403) these agencies require proper notification prior to the removal of 100 square feet and over of ACM. Other air districts, such as the Bay Area Air Quality Management District (BAAQMD), require ten-day notification prior to 100 linear or square feet of asbestos disturbance. Similarly, the Bay Area Air Quality Management District (BAAQMD Regulation 11, Rule 2) has a 100 linear and 100 square feet, and the San Diego Air Pollution Control District (SDAPCD Rule 1206) has a notification threshold of 100 square feet.

EXHIBIT A, ATTAHCMENT 1

Current Occupational Safety and Health Administration (OSHA) Federal, State (Cal/OSHA) and local regulatory agencies mandated that ACM regardless of quantity shall be handled (e.g., removal, repair, etc.) by Asbestos trained and qualified individuals or Contractors. These identified ACMs should be removed by State licensed Asbestos Abatement Contractors prior to any demolition or construction activities if these ACMs would be disturbed or impacted.

Registration with Cal/OSHA is required for contractors and employers that remove asbestos having an asbestos fiber content of more than 0.1% and 100 square feet or more of surface area of asbestos-containing material. Abatement contractors must also be licensed by the California Contractors State Licensing Board (CSLB) for asbestos abatement.

Where disturbed ACM is >1% asbestos, a Procedure 5 notification to the local NESHAP enforcement authority (South Coast Air Quality Management District- SCAQMD) must be submitted along with a written scope of work and be approved prior to the start of abatement activities. Areas covered by SCAQMD include Los Angeles County, Orange County, Riverside County, and San Bernardino County.

It is Federal, State and Local agency requirements to maintain proof of compliance (asbestos handling records) and disposal of asbestos) (waste chain of custody) by owner. Asbestos responsibility and ownership are forever. An EPA/State of California certified and approved Asbestos Abatement Contractor and Hazardous Waste Hauler must perform the asbestos abatement and decontamination, and transport to a State approved landfill.

5.2 LEAD

The California Department of Public Health currently defines LBP as paint with lead levels:

• Equal to or exceeding 1.0 milligram per square centimeter (mg/cm2) or 0.5 percent (%) by weight.

However, the California Occupational Safety and Health Administration regulates paint with lead levels:

• Equal to or exceeding 0.1 mg/cm2 or 0.06 percent (%) by weight.

Lead-Based Paint (LBP): Paint or other surface coating that contains lead in excess of 1.0 milligrams per centimeter squared (mg/cm2) or 5,000 parts per million (0.7 or 600 parts per million for Los Angeles County). LBP removal and disposal must be performed in accordance with CDPH Regulations as well as California OSHA requirements.

Lead-Containing Paint (LCP): Painted material or surfaces containing lead levels between 0.1 and 1.0 mg/cm2 or 90 to 5000 ppm of lead. LCP removal and disposal must be performed in accordance with California OSHA regulations and can be handled by a regular contractor who has prepared a California OSHA lead compliance plan/program for the protection of its workers.

LCP is not a hazard to occupants per the EPA, HUD, and Cal/DPH and thus not regulated by those agencies. Lead paints below 600 ppm are unlikely to cause an overexposure if not disturbed by a trigger task, such as demolition, scraping, sanding, etc.

Lead-Safe Paint (LSP): Painted material or surfaces containing lead levels by XRF as <0.1 mg/cm2 or <90 ppm by FAA is equivalent to the lead amount in current cans of paint sold over the counter throughout the US (approved by the Consumer Product Safety Commission).

BALDWIN LAKE OFFICE SIDING REPLACEMENT

CONTRACOR

EXHIBIT A, ATTAHCMENT 1

Charles Taylor Environmental highly recommends that a qualified abatement contractor perform work where lead concentration is equal to or above 600 parts per million and/or 1.0 milligram per square centimeter or where regulated levels of lead are identified.

The disposal characterization of suspect lead contaminated wastes is nuanced in California, and it starts with the Total Threshold Limit Concentration (TTLC) waste characterization test. Depending on the result of the TTLC, further Soluble Threshold Limit Concentration (STLC) and Toxicity Characteristic Leaching Procedure (TCLP) testing may be required. Therefore, it recommended to check with the laboratory on required amounts or mass of wastes to profile.

6 Limitations This survey was conducted in conformance with EPA and OSHA Guidelines. Charles Taylor Environmental utilizes established best practices and techniques in accordance with regulatory standards while performing this survey. Charles Taylor Environmental cannot be responsible for changing conditions that may alter relative exposure risk or for future changes in accepted methodology. Charles Taylor Environmental does not guarantee either expressed or implied that all asbestos/lead materials were sampled during this survey. Charles Taylor Environmental was retained only to perform the asbestos/lead survey on accessible materials within the scope of work. The findings shall only be applicable to the samples taken, the exact sample locations, at the time that the samples were collected. In some cases, hidden or indistinguishable materials may not have been sampled. Materials that were not sampled shall be presumed to be ACM/LBP. All quantities are visually estimated. The owner, operator, or abatement contractor must verify quantities prior to abatement or any financial transactions involving these materials. Finally, Charles Taylor Environmental shall not be held responsible for the deficiencies or omissions of others in relation to the services contracted herein.

7 Qualifications Individuals comprising the organization of Charles Taylor Environmental are certified by the State of California Division of Occupational Safety and Health (Cal/OSHA) as Asbestos Consultants and Site Surveillance Technicians as well as accredited by the State of California Department of Public Health Childhood Lead Poisoning Protection Branch for Lead Related Construction inspection/sampling the U.S. Department of Housing and Urban Development (HUD, and the U.S. Environmental Protection Agency (EPA). The pertinent certifications conform to the United States and California requirements that all refresher courses remain current. Note that Asbestos Consultants must maintain current accreditation as a Building Inspector, Contractor/Supervisor, Project Designer, and Management Planner. Site Surveillance Technicians must be current as a Building Inspector and Contractor/Supervisor.

Any individual performing services as an asbestos consultant or site surveillance technician as referenced and defined in §1529(b) of Title 8 of the California Code of Regulations must apply for and obtain a certification pursuant to this article. This does not apply to individuals who perform preliminary site assessments or other such building inspection activities which may identify asbestos-containing construction materials, but which are not for the primary purpose of finding asbestos-containing construction materials in buildings and evaluating the materials for the need of asbestos abatement. (Title 8 CCR §1529 and § 341.15).

EXHIBIT A, ATTAHCMENT 1

"Asbestos consultant" means any person who contracts to provide professional health and safety services relating to asbestos-containing construction material as defined in this subsection, which comprises 100 square feet or more of surface area. The activities of an asbestos consultant include building inspection, abatement project design, contract administration, sample collection, preparation of asbestos management plans, clearance monitoring, and supervision of site surveillance technicians as defined within §7180, Business and Professions Code; and Sections 60.5, 6308, and 9021.5, Labor Code. Reference:

Sections 7184 and 7185, Business and Professions Code; Sections…