H._Final_Solicitation.pdf

Solicitation No. 06A3296 The following is the Table of Contents for the State Minor B Internet Bid Package documents:

Table of Contents 1 Page

Return Address for Bid Documents 1 Page

Invitation for Bid–Cover Letter 2 Pages General Bidders Instructions/Checklist 2 Pages

Proposed Form of Agreement, STD 213 2 Pages

Information Handout 19 Pages

Specifications 43 Pages

Link to the 2025 Edition of the Standard Specifications Page 44

The Bid Package contains 22 Project Plans for this project.

Your signed Bid documents must be submitted in a sealed envelope with the following information on the envelope as provided in the sample below:

Note: All bid packages not clearly or properly labeled as indicated below, including overnight mail and hand-delivered bid packages, may be rejected.

YOUR RETURN ADDRESS

State Minor B

Postage

Solicitation No. 06A3296 Bid Due Date: April 23, 2026 Bid Due Time: 2:00 p.m.

Bid Opening Date: April 23, 2026 Bid Opening Time: 2:30 p.m.

Attn: Contract Arlena Tedder

Department of Transportation Division of Procurement and Contracts

ATTN: Bid Unit 1727 30th Street, 4th Floor, MS 65 Sacramento, CA 95816-7006

BID SUBMITTED–DO NOT OPEN

Hand Delivering Your Bid? You must:

1. Time-stamp bid immediately upon arrival. Date/Time machine is located on the first floor lobby of the address listed above.

2. Place Bid in locked bid cabinet below date/time machine.

3. For oversized bid packages, date/time stamp the provided label and attach it to your package.

4. For packages too large for the quote cabinet, ask security to call Division of Procurement and Contracts (DPAC) reception at (916) 227-6000 for pickup.

“Improving lives and communities through transportation.”

CALIFORNIA STATE TRANSPORTATION AGENCY GAVIN NEWSOM, GOVERNOR

California Department of Transportation

ADMINISTRATION

DIVISION OF PROCUREMENT AND CONTRACTS

1727 30th STREET, MS 65

SACRAMENTO, CA 95816-7006

PHONE (916) 227-6000

TTY 711

https://dot.ca.gov/programs/procurement-and-contracts

Invitation for Bid (IFB)

Contract No. 06A3296 Bid Due Date: April 23, 2026

California Department of Transportation (Caltrans/Department) has issued the enclosed Invitation for Bid (IFB) for services described in the enclosed Notice to Bidders.

Please read the entire agreement package and all attachments carefully. If you desire to bid, complete the Bid Proposal and return the original in a sealed envelope. Your signature affixed to and dated on the bid proposal shall constitute a certification under penalty of perjury, unless exempted, that you have complied with the nondiscrimination program requirements of Government Code Section 12990 and Title 2, California Code of Regulations (CCR), Section 11102, and the nondiscrimination program requirements of Title VI of the Civil Rights Act of 1964, and 49 CFR Part 21.

Any business used to meet Disabled Veteran Business Enterprises (DVBE) and Small Business Enterprises (SBE) Small Business (SB), Micro Business (MB), or Small Business for the purpose of Public Works (SB-PW)) requirements must be certified by the California Department of General Services (DGS), Office of Small Business and DVBE Services. Award of this agreement will be to the lowest responsible bidder whose bid complies with all requirements as described in this IFB.

For more information go to: https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement- Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business- Enterprise

The DVBE Participation Program applies, and a five percent (5%) goal is required for this IFB.

The DVBE Incentive Program applies to this IFB.

The SBE Participation Program applies, and a five percent (5%) goal is also required for this IFB.

Special Programs

1. Small Business (SB), Microbusiness (MB), or Small Business for the Purpose of Public Works (SB-PW) Preference

A. Government Code Section 14835 et seq. requires that a five percent (5%) preference be given to contractors who qualify as a Certified SB or MB or SB-PW. References to a Small Business (SB) shall also include micro-business (MB) and SB-PW. The rules and regulations of this law, including the definition of a SB for the delivery of services, are contained in Title 2, California Code of Regulations, Section 1896 (2 CCR Section 1896) et seq. For each certified SB subcontractor listed, the bidder shall submit a copy of the quotes from each SB (on the SB’s company letterhead).

B. To claim the SB or MB preference, the contractor must have its principal place of business located in California, satisfy all of the SB or MB requirements, and be certified by the California Department of General Services (DGS), Office of Small Business and Disabled Veteran Business (DVBE) Services (OSDS). The preference amount may not exceed fifty https://dot.ca.gov/programs/procurement-and-contracts https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise thousand dollars ($50,000) for any bid. If prospective contractor is claiming the five percent (5%) certified SB or MB preference, complete the Request For Small Business Preference or Non-Small Business Preference (DES-OE-0102.7) listed on the General Bidders Instructions/Checklist. Additionally, the contractor may satisfy the non-SB requirements described below.

C. Pursuant to Government Code Section 14838 and 2 CCR Section 1896, if a bidder is not a certified SB, but wishes to be eligible for the five percent (5%) non-small business (NSB) preference, the bidder must subcontract at least twenty five percent (25%) of its net bid price to one or more certified SBs. If bidder is claiming the five percent (5%) non-SB (NSB) preference, complete Request For Small Business Preference or Non-Small Business Preference (DES-OE-0102.7) listed on the General Bidders Instructions/Checklist. The bidder shall list the names of all certified SB firms being claimed for credit. For each certified SB subcontractor listed, the bidder shall submit a copy of the quotes from each SB (on the SB’s company letterhead).

2. Small Business Enterprise Goal

The required SBE goal for this IFB is five percent (5%). This goal is in addition to the DVBE goal.

Submit a copy of the quote from each small business shown on the Small Business Enterprises - Commitment form that describes the type and dollar amount of work shown on the form. Submit a Small Business Enterprise - Confirmation form for each small business shown on the Small Business Enterprises - Commitment form to establish that it will be participating in the Contract for the type and dollar amount of work shown on the form. If a Small Business is participating as a joint venture partner, submit a copy of the joint venture agreement.

3. Disabled Veteran Business Enterprise (DVBE) Programs

A. DVBE Participation Program with Goals:

1) The required DVBE participation goal for this IFB is five percent (5%). The resultant Agreement is financed with State funds and subject to Public Contract Code Section 10115 et seq., Military and Veterans Code Section 999 et seq., and Title 2, California Code of Regulations, Sections 1896.60 (2 CCR Section 1896.60) et seq., that provides contracting opportunities for qualified DVBEs certified by the DGS. The DVBE Incentive Program may also apply–see paragraph B, DVBE Incentive Program, below.

2) Bidder shall complete and submit the Certified DVBE Summary (ADM-4015) listed on the General Bidders Instructions/Checklist. Bidder shall complete the Certified DVBE Summary (ADM-4015) when the following situations occur:

• Bidder is DVBE (prime) Contractor.

• Bidder subcontracts with any DVBE firm. Bidder submits with its bid package a completed Certified DVBE Summary (ADM-4015). For each certified DVBE subcontractor listed on the Certified DVBE Summary (ADM-4015) the bidder shall submit the written quote on company letterhead, with a complete description of the work or supplies as proof of commitment. Each quote should be signed by the DVBE Subcontractor or supplier. The completed Certified DVBE Summary (ADM-4015) shall describe the “commercially useful function" (as defined by 2 CCR 1896.71) performed by the DVBE.

Failure to provide required DVBE information will result in the bid being rejected as non-responsive.

3) Additional references: https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division- Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business- Enterprise.

B. DVBE Incentive Program

1) The DVBE Incentive Program applies to this solicitation. It is separate from the DVBE Participation

Program and was established in Military and Veterans Code Sections 999 et seq., and Title 2, http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise

California of Regulations, Sections 1896.99 (2 CCR Section1896.99) et seq., to encourage bidders to partner with DVBE subcontractors. A dollar cap of $100,000 is set for all combined incentives and preferences. The incentive is used only for evaluation purposes to arrive at the successful bidder and does not alter the amounts of the actual bid. Any responsive and responsible bidder with the confirmed DVBE participation per the Tables in paragraph 3) below is eligible to receive the incentive. Bidders who are not responsive and responsible regardless of the amount of DVBE participation are not eligible to receive the incentive.

2) Caltrans will apply an incentive to bids proposing the utilization of DGS-certified DVBE firms identified on the Certified DVBE Summary (ADM-4015). Information provided on the ADM-4015 shall be verified by Caltrans prior to the award of the Agreement. The incentive amount is equal to a percentage of the lowest responsive and responsible bid based on the amount of DVBE participation in the bid being evaluated per the Table below:

3) Tables for IFB (Low Price Method) Required 5% Goal

Verified DVBE Participation DVBE Incentive Amount

7% or more 5%

6.5%-6.99% 4%

6.0%-6.49% 3%

5.5%-5.99% 2%

5.1%-5.49% 1%

When applying the DVBE Incentive, an NSB shall not displace an award to a DGS Certified Small Business.

Additional information: https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-

List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise.

Small Business Preference of five percent (5%) will be granted in accordance with California Government Code Sections 14835 et seq., and as contained in Title 2, CCR, Sections 1896 et seq., as indicated on DES-OE-0102.7 in this IFB.

If your bid is more than $484,000.00, it will be rejected per Public Contract Code Section 10105(b).

Sealed bids must be received no later than 2:00 p.m. on April 23, 2026, at the following location:

Department of Transportation Division of Procurement and Contracts

1727 30th Street, 4th Floor, MS 65 Sacramento, CA 95816-7006

Late Bids Will Not Be Accepted http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise https://www.dgs.ca.gov/PD/Services/Page-Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-Disabled-Veteran-Business-Enterprise

Invitation for Bid

If your bid is hand-delivered, you must date and time-stamp it immediately upon arrival. The date/time stamp machine is located in the lobby on the first floor to the right of the security guard station at the address noted above. After date/time stamping, bids should be placed in the locked bid cabinet located below the date/time stamp machine. If the bid package is too large to be electronically stamped, date/time stamp the label provided and attach it to the bid package. When the bid package is too large for the locked bid cabinet, ask the security guard to call the DPAC reception desk, (916) 227-6000, to have your bid package picked up by DPAC staff.

Bid Openings will be held via teleconference at 2:30 p.m. and may be listened to by calling 1-866- 700-7952 and entering the pass code 7089821#. Calls will be accepted beginning at 2:20 p.m. until the conclusion of the Bid Opening. Bids will be read in Agreement number order; questions will not be allowed; and information will not be repeated.

Notification of Right to Protest Bidders have the right to protest the award of Department agreements subject to the following grounds, processes, and procedures.

1. Grounds for Filing a Protest

The right to protest the proposed award of an agreement is afforded any bidders who claim they should have been awarded the agreement because they were the lowest responsible bidder meeting the specifications.

2. Protest Process A protest can be filed after the issuance of the applicable agreement award notices as specified below and prior to actual award:

a. At least five (5) working days before awarding the agreement, the Department will notify the lowest bidder that the agreement is to be awarded to another bidder. The notification must be by overnight courier or personal delivery.

b. Upon written request by any bidder, Notice of the Intent to Award shall be posted online at https://dot.ca.gov/programs/procurement-and-contracts/notices-of-intent-to-award for at least five (5) working days prior to awarding the Agreement. This information can also be obtained by contacting the Contract Analyst directly.

3. Filing a Protest Submit a detailed written statement of protest, including IFB number, to the Office listed below:

Department of Transportation Division of Procurement and Contracts Attention: Bid, Protest, and Dispute Branch Chief 1727 30th Street, MS 65 Sacramento, CA 95816 Phone Number: (916) 639-6340 Email: DPAC.Protest.Disputes.Terminations@dot.ca.gov https://dot.ca.gov/programs/procurement-and-contracts/notices-of-intent-to-award mailto:DPAC.Protest.Disputes.Terminations@dot.ca.gov

CALIFORNIA STATE TRANSPORTATION AGENCY GAVIN NEWSOM, GOVERNOR

California Department of Transportation

ADMINISTRATION

DIVISION OF PROCUREMENT AND CONTRACTS

1727 30th STREET, MS 65

SACRAMENTO, CA 95816-7006

PHONE (916) 227-6000

TTY 711

https://dot.ca.gov/programs/procurement-and-contracts/

General Bidders Instructions/Checklist Solicitation Number 06A3296

A complete bid or bid package will consist of the items identified below.

Complete this checklist to confirm the items in your bid package. Place a check mark or “X” next to each item that you are submitting to Caltrans. All attachments identified below (unless noted otherwise) are required and must be returned as instructed, or your bid may be considered non-responsive. Return this checklist with your bid package.

Bids omitting this information may be regarded as non-responsive and rejected.

Do not submit company advertisements, brochures, informational pamphlets, or any other document unless specifically noted in the IFB Requirements and/or as listed below.

Bid Proposal for Unit Bid Items (ADM-1509A). Complete and sign the 2 Bid Proposal Sheet(s).

Subcontractor List (DES-OE-0102.2C) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.2C. List all subcontractors including DVBEs as applicable to the requirements of this solicitation.

Certified DVBE Summary (ADM-4015) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM4015. Please complete and sign the form. Refer to this solicitation’s Section 2-1.15A for the submittal of DVBE requirements.

For each DVBE reported on the ADM-4015, submit the written quote on company letterhead, with a complete description of the work or supplies. Each quote should be signed by the DVBE Subcontractor or supplier.

Request For Small Business Preference or Non-Small Business Preference (DES-OE-0102.7) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.7.

(Use only if claiming Small Business Preference)

Small Business Enterprises – Commitment (OCR-SB01) (required at time of bid)

Small Business Enterprises – Confirmation (OCR-SB02) (required at time of bid)

Certified Small Business Listing For The Non-Small Business Preference (DOT OCR-0011) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTOCR0011.

(Use only if claiming Non-Small Business Preference)

Small Business Status (DES-OE-0102.4) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/showForm2?frmid=DOTDESOE0102.4

Contract Requirements (ADM-0378) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0378.

California Company Preference (DES-OE-0102.9) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.9.

https://dot.ca.gov/programs/procurement-and-contracts/ https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.2C http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.5 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM4015 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.7 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTOCR0011 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0378 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DESOE0102.9

Contractor Certification Clauses (CCC 04/2017) must be downloaded at https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List- Folder/Standard-Contract-Language.

California Civil Rights Laws Certification (ADM-0076) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0076.

Darfur Contracting Act Certification (ADM-0077) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0077.dgs

The following forms and information will be required at the time of contract award and signature.

Payment Bond (ADM-2009) must be downloaded at https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=ADM2009

Certificate(s) of Insurance

Postconsumer-Content Certification (CalRecycle 74) must be downloaded at https://www2.calrecycle.ca.gov/Docs/Web/111480

Payee Data Record (STD 204) must be downloaded at https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std204.pdf. This form is designed to allow Contractors to self-report information needed for accurate and complete reporting of Contractor payment income.

Completion of this form is required by all Contractors providing goods and/or services to the State of California.

Contract Will Not Be Executed Without These Documents.

https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List-Folder/Standard-Contract-Language https://www.dgs.ca.gov/OLS/Resources/Page-Content/Office-of-Legal-Services-Resources-List-Folder/Standard-Contract-Language https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0076 https://forms.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM0077 http://cefs2.dot.ca.gov/v2Forms/servlet/FormRenderer?frmid=DOTADM2009 https://www.documents.dgs.ca.gov/dgs/fmc/pdf/std204.pdf

06A3296

60 Working Days

PROPOSED FORM OF AGREEMENT

DO NOT COMPLETE

Continued on the following sheets, each bearing the Agreement/Contract number.

The provisions on the following pages hereof constitute a part of the agreement

TBD

TBD

TBD

TBD

TBD

TBD

TBD TBD

TBD TBD

1. Contractor agrees to indemnify, defend, and save harmless the State, its officers, agents, and employees from any and all claims and losses accruing or resulting to any and all contractors, subcontractors, materialmen, laborers, and any other person, firm, or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this contract, and from any and all claims and losses accruing or resulting to any person, firm or corporation who may be injured or damaged by Contractor in the performance of this contract.

2. Contractor, and the agents and employees of Contractor, in the performance of the agreement, shall act in an independent capacity and not as officers or employees or agents of State of California.

3. State may terminate this Agreement and be relieved of the payment of any consideration to Contractor should Contractor fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination the State may proceed with the work in any manner deemed proper by the State. The cost to the State shall be deducted from any sum due the Contractor under this Agreement, and the balance, if any, shall be paid the Contractor upon demand.

4. Without the written consent of the State, this Agreement is not assignable by Contractor either in whole or in part.

5. Time is of the essence in this Agreement.

6. No alteration or variation of the terms of this contract shall be valid unless made in writing and signed by the parties hereto, and no oral understanding or agreement not incorporated herein, shall be binding on any of the parties hereto.

7. The consideration to be paid Contractor, as provided herein, shall be in compensation for all of Contractor’s expenses incurred in the performance hereof, including travel and per diem, unless otherwise expressly so provided.

INFORMATION HANDOUT

For Contract No. 06A3246

At 06-Ker-5500

Identified by Project ID 0621000001

DEPARTMENT OF FORESTRY AND FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL Permit No.

22-S-5029-C-PI dated March 7, 2023

FOUNDATION REPORT FOR THE ELK HILLS RADIO VAULT REPLACEMENT

ENVIRONMENTAL REGULATIONS - ASBESTOS REQUIREMENTS

SMALL BUSINESS ENTERPRISE - COMMITMENT (0CR-0004 ATTACHED SEPARATELY)

SMALL BUSINESS CONFIRMATION (0CR-0005 ATTACHED SEPARATELY)

FINAL REPORT - UTILIZATION OF SMALL BUSINESS ENTERPRISES (0CR-0003 ATTACHED SEPARATELY) s114402 Text Box Contract No. 06A3296, Page 1 of 19

PERMIT #: 22-S-5029-C-PI

MASTER PERMIT #:

APPLICANT: Frank Thomas

CONTRACTOR:

PROJECT ADDRESS: Elk Hill Radio Vault, Tupman, CA 93276

TYPE: Construction (C)

AGENCY: Transportation Dept.

(CalTrans)

DATE ISSUED: 03/07/2023

PERMIT NOTICE

THIS CARD MUST BE POSTED ON SITE. WEATHER PROTECTED AND VISIBLE FROM THE STREET. REQUESTED

INSPECTIONS WILL NOT BE CONDUCTED IF THIS BUILDING PERMIT CARD IS NOT POSTED

PERMIT ISSUED BY:

INSPECTION REQUIREMENTS

Nr. INSPECTION TYPE STATUS SCHEDULE DATE INSPECTOR

1 Other-Basic Electrical and Grounding

Joseph Gibson, Code Official

EXPIRATION:

This Permit is valid from the date of issuance shown above and will be voided if the work described does not begin within 1 year of issuance of this Permit. If work on the above project ceases for longer than 1 year, this Permit is void and the applicant/owner will have to re-apply for a second permit.

All construction work on the project and any previous inspections may be re-inspected at any given time by the inspector to verify construction items stay in compliance after the original inspection and that damage has not occurred to any portion of the work previously inspected.

Permits for a Special Event are valid for the duration of the event, subject to a field inspection at the discretion of the Office of the State Fire Marshal. The Office of the State Fire Marshal reserves the right to change or cancel the event due to any unforeseen conditions.

PROJECT NAME: 06-1C010-0621000001_Elk Hill Radio Vault

SFM #: 14-15-91-0001-10001

PERMIT

DEPARTMENT OF FORESTRY AND FIRE PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

Fire and Life Safety Division - South 602 E Huntington Dr, Suite A, Monrovia, CA 91016

(626) 305-1908

Application #

22-S-5029-C-PI

Alternate Application #

Permit Type

Construction (C)

HOW TO SCHEDULE AN INSPECTION

Call the Permit Office at (626) 305-1908 or visit calfire.govmotus.org s114402

Contract No. 06A3296, Page 2 of 19

M e m o r a n d u m

To: SEAN SAMUEL, CHIEF Date: September 1, 2023 Structural Design Office of Transportation Architecture File: 06-KER-23-R3.6-R11.6

EA: 06-1C010

Attn: Dai Lu EFIS: 0621000001

Elk Hills Radio Vault

From: GEOTECHNICAL SERVICES Office of Geotechnical Design North Branch B

Subject: FOUNDATION REPORT FOR THE ELK HILLS RADIO VAULT REPLACEMENT

Scope of Work

Per your request dated March 29, 2023, this Foundation Report has been prepared for the proposed Elk Hills Radio Vault Replacement project in southeastern Kern County, Figure 1. The existing and proposed Radio Vault consists of a cement block wall building, a tower, and a radio antenna. The purpose of this report is to summarize the investigation performed and to provide geotechnical recommendations for the construction of the new Radio Vault at the Elk Hills facility. The recommendations presented in this report are based on the Foundation Plan Sheets dated July 28, 2022, a subsurface investigation performed by this Office on May 17, 2023, and information provided by the Office of Transportation Architecture (OTA) in the request.

Project Description

This project proposes to remove the existing facility and to construct one pre-engineered concrete building, a 40-foot-tall tower and antenna. The project location is contained within a 50 ft. by 50 ft. leased property on top of a hill in an active oil field of the Shell oil company. The new 11.3 ft. by 14 ft. building will consist of precast concrete walls supporting a reinforced concrete slab roof founded on a 2-foot-wide continuous strip footing. The square footing foundation for the new antenna tower is shown to be 12.5 ft. by 12.5 ft. by 5 ft.

deep and the location of the new antenna tower will be within 2 ft. of the existing antenna. The request states a maximum service load bearing pressure of 2500 pounds per square foot for the new building and antenna tower. .

Elevations referenced within this report are based on North American Vertical Datum of 1988 (NAVD 88).

s114402

Contract No. 06A3296, Page 3 of 19

Figure 1- Site Location Map

Figure 1 shows the project site location of the Elk Hills Radio Vault in the Antelope Hills, approximately 10 miles west from Interstate 5, about 23 miles Southwest of the City of Bakersfield.

Field Investigation and Field Testing Program

Our investigation began with researching existing Caltrans geotechnical data of the area including searches in GeoDOG and BIRIS and gaining input from local Caltrans Maintenance staff in an attempt to locate and review pertinent existing subsurface information. No As-builts or existing geotechnical data was found. In May 2023, our field investigation included advancing three, 4-inch diameter hand auger borings to a maximum depth of 4 ft. near the proposed foundation locations see Appendix 3 – Boring Records. The hand auger borings were used to evaluate the shallow subsurface soils and to retrieve soil samples. (Figures 2 and 3). The samples were submitted to the Caltrans laboratory for particle size analysis and corrosion potential testing.

s114402

Contract No. 06A3296, Page 4 of 19

Figure 2 – Site Plan and Hand Auger Locations

Figure 2 shows the existing 50 ft. by 50 ft. wide leased Right of Way, the existing building and the antenna tower. The locations of the 3 hand auger borings are approximated by the red circles.

Figure 3 - Hand Auger boring 1 location

Figure 3 is a photograph, taken on May 17, 2023, looking southwest at the location of hand auger boring 1, the spoils, and the sample. The existing tower and building of the Elks Hills Radio Vault are pictured in the background. The tape measure shows the boring to be about 46 inches deep.

s114402

Contract No. 06A3296, Page 5 of 19

Laboratory Testing Program

The 3 soil samples obtained during our field investigation were submitted to the laboratory for testing including, corrosion potential and particle size . The results of the laboratory testing program are presented as Appendices 1 and 2.

Site Geology and Subsurface Conditions

According to the Geology map of California, California Department of Conservation, 2010, the material present at the project location are recent Pliocene and Pleistocene aged, non-marine deposits (QPc). These deposits consist of loosely consolidated sandstones, shales, and gravels. The project site lies within the North Belridge Oil Field of the Antelope Hills which is located within the southwest portion of the San Joaquin Valley.

Figure 4 – Geology Map of the Project area.

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Contract No. 06A3296, Page 6 of 19

The project site and surrounding area generally consists of hilly terrain of the Elk Hills which protrudes through the San Joaquin Valley floor. The site is located atop a hill in an active oil producing location. The ground surface elevation at the project site is approximately 1,270 ft. in elevation. The hilltop was flattened, and a dirt road was cut into the hillside to access the existing tower and building. Utilities such as above and underground pipelines and powerlines exist throughout the site and surrounding areas. Surface water predominantly drains eastward from the Antelope Hills towards SR33.

The description of the subsurface condition is based on the soil samples collected during our field investigation. Based on our findings, the upper 4 ft. of soil generally consisted of silty sand with trace gravel. The granular material ranges in estimated densities from loose to medium dense.

Groundwater

Groundwater was not encountered or observed during our recent site investigation. According to the California Department of Water Resources - Sustainable Groundwater Management Act web site, the groundwater is shown to be greater than 100 ft. below ground surface at project site. A groundwater elevation of 1,170 ft. can be used for foundation analysis and design.

As-Built Data

At the time of writing this report, no As-built plans were provided nor could any As-builts be located for the existing Elk Hills Facility.

Corrosion Evaluation

Two soil samples were submitted for corrosion testing, the results for those samples are presented below in Table 1. Based on current Caltrans’ standards, the site is considered non-corrosive to foundation elements.

Table 1 - Soil Corrosion Test Summary Auger Hole

Depth from surface (ft.)

Minimum Resistivity (Ohm-Cm) pH Chloride Content (ppm)

Sulfate Content (ppm)

Corrosive?

1 3 to 4 1995 8.48 N/A N/A NO 2 3 to 4 2463 8.86 N/A N/A NO

Caltrans currently defines a corrosive environment as an area where the soil has either a chloride concentration of 500 ppm or greater, a sulfate concentration of 1500 ppm or greater, or has a pH of 5.5 or less. Soil is not tested for chlorides and sulfates if the minimum resistivity is greater than 1,500 ohm-cm.

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Contract No. 06A3296, Page 7 of 19

Figure 5 - Existing Tower Base and Foundation

Figure 5 is a photograph, taken on May 17, 2023, looking North at the existing antenna tower base and the foundation that measures approximately 45 inches by 48 inches, depth not known.

Frost Depth

Based on the 2022 California Building Code (CBC), the frost depth is estimated to be 12 inches below finished grade at the project site.

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Contract No. 06A3296, Page 8 of 19

Seismic Design Information and Recommendations

Seismic design and site seismicity are determined per 2022 California Building Code (CBC) Section 1613. This section utilizes ASCE 7-16, Minimum Design Loads for Buildings and it is understood the proposed building is considered a Category Risk II structure.

The soil profile Site Classification is determined in accordance with ASCE chapter 20. As determined from Table 20.3-1 of the ASCE 7-16, the foundation material beneath the project site is assumed to be Classified as Type D, Stiff Soil, a material class 4 as per Table 1806.2 CBC). The spectral accelerations for the short or 0.2 second period (SS) and 1 second period (S1) are obtained from seismicmaps.org, as per the Caltrans Manual for Foundation Reports for Buildings and Miscellaneous Structures, January 2020. The CBC was also used to determine the short period site coefficients Fa = 1.05 and Fv =1.86 per Tables 1613A.2.3 (1&2), and to calculate SMS and SM1. SDs and SD1 values were calculated using 2/3 of SMs and 2/3 of SM1, respectively. Table 2 summarizes the recommended Seismic Parameters for the site at Latitude 35.269463 degrees, longitude -119.407889 degrees.

Table 2: Maximum Considered Earthquake Response Spectral Parameters

SS S1 SMS SM1 SDS SD1

1.12 0.437 1.176 0.812 0.784 0.541

The site is not located in an area shown as potentially liquefiable on the State Seismic Hazard Map. Static groundwater is believed to be more than 50 ft.

below the surface. The soils underlying the site are not saturated well graded granular soils, therefore the potential for liquefaction is considered negligible.

There are no known faults crossing beneath or extending toward the site, the potential for surface rupture is considered negligible.

Foundation Recommendations

The following recommendations for the proposed Elk Hills Radio Vault Replacement are based on the Foundation Plans dated July 28, 2022, strip footings for the building and square footing for the antenna tower, and as provided in Table 3 below. At the time of writing this report, the proposed building foundation elevations had not been specified, so the recommended footing depths are referenced from the assumed finished grade. Ideally, the strip footings would be founded on native material at a minimum of 2 ft. below existing and finished grade. Overexcavation and recompaction of the native material is recommended directly beneath the footing footprint, to help achieve the required bearing at this depth.

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Contract No. 06A3296, Page 9 of 19

Square Footings and Continuous Strip Footings

We recommend overexcavation and recompaction to promote unity and homogeneity of the material and to simplify construction methods of the foundational material. The limits of the overexcavation may be revised during construction inspections and this Office can provide construction assistance if requested.

All proposed structure foundations shall be placed on compacted material. All footing foundation material should be overexcavated and recompacted granular native material for 1 ft. directly below bottom of footings, compacted to 95% relative compaction. The required Allowable Soil Pressure of 2500 psf at the building and tower foundations will be attained by following the recommendations provided in this section.

The Nominal Bearing Resistance of the compacted foundation material beneath the footings was determined by using AASHTO Bearing Resistance equation 10.6.3.1.2a-1 with a friction angle of 30 degrees, unit weight of 120 pcf and a shape factor Sgamma of 0.6. A Factor of Safety of 3 was utilized to calculate the Allowable Soil P ressures from the Nominal Bearing Resistance in the following Table 3. Footings should be founded a minimum of 2 f t . below the lowest adjacent f inished grade and be a minimum of 2 ft. wide.

Resistance to lateral displacement of foundations may be computed using a coefficient of friction for sliding of 0.25 multiplied by the effective dead load per CBC Table 1806.2, Presumptive Load Bearing Values. Additional lateral resistance can be achieved by considering passive soil resistance against the vertical projection of the foundation equal to an equivalent fluid pressure of 150 psf per foot of depth from Table 1806.2. Slab subgrades should be composed of non-expansive, predominantly granular soil, with the top 6 inches compacted to a minimum of 92% relative compaction or as shown on plans.

Table 3: Footing Design Recommendations for Elk Hills Radio Vault Structures Structure/

Footing Type Footing Width (ft.)

Minimum Footing Embedment below finished grade (ft.)

(a)Assumed bottom of footing elevation

(ft.)

Ultimate Soil Pressure

(psf)

Allowable Soil Pressure

(psf) Pre-fab Building

Strip Footings 2 2.0 1268.0 7,500 2,500 Antenna Tower Square Footing 12.5 5.0 1265.5 7,500 2,500

N O T E : ( a ) A p p r o x i m a t e b o t t o m o f f o o t i n g e l e v a t i o n s w e r e e s t i m a t e d f r o m t h e p r o v i d e d t o p o m a p e l e v a t i o n s a n d t h e p r o v i d e d t y p i c a l f o u n d a t i o n d e p t h s .

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Contract No. 06A3296, Page 10 of 19

Notes to The Structural Designer (Shallow Foundations)

The proposed foundations shall be placed on compacted material. To achieve uniformity, the foundational material should be composed of native material recompacted to 95% relative compaction. The extent of the compacted material should extend a minimum of 1 ft. vertically beneath foundation bottom.

Construction Considerations (Shallow Foundations)

Existing underground utilities have been installed at the site and may be encountered during excavations. After removal of any utility or manmade elements, over excavation and re-compaction to 95% Relative Compaction with native foundation material should be performed.

Concrete Slabs on Grade

Building floor slabs can be designed using the modified subgrade reaction modulus, Ks, of 120 psi/in per Table 11, Section 2.11.3, The Caltrans Foundation Report for Buildings and Miscellaneous Structure Guidance, January 2020.

Floor Slab Moisture Barrier

The potential for seasonal shallow perched groundwater to be at or near footing is considered low, upward capillary moisture intrusion into building floor slab is not anticipated. A polyethylene membrane with a minimum thickness of 6 mil can be placed over 4 inches of clean sand to minimize upward capillary moisture, and maybe required per CBC Section 1805.2. - Dampproofing.

Differential Settlement

To minimize differential settlement, uniformity of compacted foundation material is recommended beneath all footings. Most settlement of the non-cohesive foundation soils should occur during compaction and construction activities, and therefore the differential settlements should less than 0.5 inch.

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Contract No. 06A3296, Page 11 of 19

If you have any questions, please contact Brian Gutierrez (916) 639-6206 or Segaran Logeswaran (916) 207-2064, Office of Geotechnical Design North.

Prepared by: Reviewed by:

Brian Gutierrez, P.E. Mark Wilson, P.G.

Transportation Engineer Engineering Geologist Office of Geotechnical Design Office of Geotechnical Design North, Branch B North, Branch B

Supervised by:

Segaran Logeswaran P.E.

Senior Transportation Engineer Office of Geotechnical Design North, Branch B, Chief

Appendix 1 - Corrosion Test Summary Appendix 2 - Soils Lab Test Summary Appendix 3 – Boring Records cc: Thomas Song – Office Chief, Office of Geotechnical Design North Victor Romo - Project Manager

Justin Palmaymesa - District Materials Engineer Geotechnical Archive – <https://geodog.dot.ca.gov> https://geodog.dot.ca.gov/ s114402

Contract No. 06A3296, Page 12 of 19

Appendix 1 – Corrosion Test Summary Report s114402

Contract No. 06A3296, Page 13 of 19

Appendix 2 – Soils Laboratory Test Summary

Contract No. 06A3296, Page 14 of 19

Appendix 3 – Hand Auger Boring Records

HA-23-001

HA-23-002

HA-23-003

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Contract No. 06A3296, Page 15 of 19

SILTY SAND (SM); loose; light brown; dry; coarse to fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 9.9294" / -119° 24' 28.5006" NAD83

HOLE ID

HA-23-001

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-001

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/ s114402

Contract No. 06A3296, Page 16 of 19 fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 10.0452" / -119° 24' 28.3782" NAD83

HOLE ID

HA-23-002

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-002

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/ s114402

Contract No. 06A3296, Page 17 of 19 fine SAND.

Bottom of borehole at 4.0 ft bgs

This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below.

DRILLING CONTRACTOR

Caltrans

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Bulk

TOTAL DEPTH OF BORING

4.0 ft

BOREHOLE DIAMETER

4 in

AFTER DRILLING (DATE)DURING DRILLING

Not Measured

SURFACE ELEVATION

NAVD88

DRILLING METHOD

Hand Auger

DRILL RIG

SPT HAMMER TYPE

BOREHOLE BACKFILL AND COMPLETION

5/17/2023

GROUNDWATER

READINGS

BEGIN DATE

5-17-23

COMPLETION DATE

5-17-23

LOGGED BY

B Gutierrez BOREHOLE LOCATION (Lat/Long or North/East and Datum)

35° 16' 9.9474" / -119° 24' 28.4394" NAD83

HOLE ID

HA-23-003

BOREHOLE LOCATION (Offset, Station, Line)

SHEET

R Q

D

S am pl e

N um be r

M oi st ur e C on te nt

Remarks

B lo w s pe r in

E

LE

V A

T

IO

N ft)

D E

P T

H ft)

D ry

U ni t W ei gh t

(p cf

S am pl e

Lo ca tio n

DESCRIPTION

R ec ov er y

D ril lin g

M et ho d

C as in g

D ep th

PREPARED BY

S Yashinsky

PROJECT OR BRIDGE NAME

Elk Hills Radio Vault Replacement FR

BRIDGE NUMBER

Department of Transportation

Division of Engineering Services

Geotechnical Services

Office of Geotechnical Design - North

REPORT TITLE

BORING RECORD

DIST.

B lo w s pe r fo ot

S he ar S tr en gt h

(t sf

COUNTY

KER

ROUTE

SR 23

POSTMILE

3.6/11.6

DATE

8-28-23

M at er ia l G ra ph ic s

PROJECT ID

0621000001

HOLE ID

HA-23-003

B

R

S T

A N

D A

R D

E

LK

H

IL

LS

R

A D

IO

V

A U

LT

.G

P J

C A

LT

R

A N

S L

IB

R

A R

Y

F E

B

3)

.G

LB

/2

8/ s114402

Contract No. 06A3296, Page 18 of 19

ENVIRONMENTAL REGULATIONS

August 11, 2025

Kern 5500 06-1C010 Radio Vault

ASBESTOS REQUIREMENTS

The structure to be demolished shall be tested for asbestos-containing construction materials (ACCM survey/study) prior to construction to determine appropriate handling and disposal, if the concrete to be disturbed (per structure) exceeds the following dimensions: over 259 linear feet, over 159 square feet, and/or 34 cubic feet. Please follow guidance of the San Joaquin Valley Air Pollution Control District (SJVAPCD) https://ww2.valleyair.org/compliance/demolition-renovation/demolition/ for all portions of the work pertaining to the demolition of the Radio Vault/Building.

https://ww2.valleyair.org/compliance/demolition-renovation/demolition/ s114402

Contract No. 06A3296, Page 19 of 19

Revised 10/20/2025

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR BUILDING CONSTRUCTION IN KERN COUNTY NEAR DUSTIN ACRES AT THE

ELK HILLS RADIO VAULT

In District 6 Near Route 119 (Location 5500)

Under

Standard Specifications dated 2025

Project plans approved: November 12, 2025 Standard Plans dated 2025

Identified by

Contract No. 06A3296

06-Ker-5500

Project ID: 0621000001

EA: 06-1C010

Electronic Advertising for State Minor B Solicitation Bid Due Date: Thursday, April 23, 2026 Bid Due Time: 2:00 PM Bid Opening Date: Thursday, April 23, Bid Opening Time: 2:30 PM i

SPECIAL NOTICES

California Civil Rights Laws

Any person that submits a bid or proposal to, or otherwise proposes to enter into or renew a contract with, a State agency with respect to any contract in the amount of $100,000 or more shall certify, under penalty of perjury, at the time the bid or proposal is submitted or the contract is renewed, that they satisfy all of the conditions set forth in California Public Contract Code Section 2010 and they shall execute the Certification attached.

Prompt Payment Clause

A. Payment will be made in accordance with, and within the time specified in, Government Code, Chapter 4.5, commencing with Section 927, and all agreements must comply with California Public Contract Code Sections 10262 and 10262.5.

B. Pursuant to Public Contract Code Section 10262, Contractor shall pay its Subcontractor(s) within seven (7) calendar days from receipt of each payment made to Contractor by Caltrans.

C. Failure of Contractor adhering to Public Contract Code Section 10262 may result in termination of this Agreement per Public Contract Code Section 10253 and disciplinary action by the Contractors State License Board may be implemented.

D. Any subcontract entered into as a result of this Agreement shall contain all the provisions of this clause.

Assumption of Risk and Indemnification Regarding Exposure to Environmental Health Hazards

In addition to, and not a limitation of, Contractor’s indemnification obligations contained elsewhere in this Agreement, Contractor hereby assumes all risks of the consequences of exposure of Contractor’s employees, agents, Subcontractors, Subcontractors’ employees, and any other person, firm, or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this Agreement, to any and all environmental health hazards, local and otherwise, in connection with the performance of this Agreement. Such hazards include, but are not limited to, bodily injury and/or death resulting in whole or in part from exposure to infectious agents and/or pathogens of any type, kind, or origin. Contractor also agrees to take all appropriate safety precautions to prevent any such exposure to Contractor’s employees, agents, Subcontractors, Subcontractors’ employees, and any other person, firm or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this Agreement. Contractor also agrees to indemnify and hold harmless Caltrans, the State of California, and each and all of their officers, agents and employees, from any and all claims and/or losses accruing or resulting from such exposure. Except as provided by law, Contractor also agrees that the provisions of this paragraph shall apply regardless of the existence ii or degree of negligence or fault on the part of Caltrans, the State of California, and/or any of their officers, agents, and/or employees.

Mandatory Organic Waste Recycling

It is understood and agreed that pursuant to Public Resources Code Sections 42649.8 et seq., if Contractor generates two (2) cubic yards or more of organic waste or commercial solid waste per week, Contractor shall arrange for organic waste or commercial waste recycling services that separate/source organic waste for organic waste recycling. Contractor shall provide proof of compliance, i.e. organic waste recycling services or commercial waste recycling services that separate/source organic waste recycling, upon request from Caltrans Contract Manager.

ADA Compliance

All entities that provide electronic or information technology or related services that will be posted online by Caltrans must be in compliance with Government Code Sections 7405 and 11135 and the Web Content Accessibility Guidelines (WCAG) 2.0 or subsequent version, published by the Web Accessibility Initiative of the World Wide Web Consortium at a minimum Level AA success. All entities will respond to and resolve any complaints/deficiencies regarding accessibility brought to their attention.

Satisfying a Self-Insured Retention (SIR)

All insurance required by this Agreement must allow, but not require, the State to pay any SIR and/or act as Contractor’s agent in satisfying any SIR. The choice to pay any SIR and/or act as Contractor’s agent in satisfying any SIR is at the State’s discretion.