Sacramento City Council
August 9, 2022

File ID: 2022-01310 8/9/2022 Consent Item 25.

Award Contract for Construction of the Nimbus Basin Salmon Habitat Restoration Project File ID: 2022-01310
Location: Citywide
Recommendation: Pass a Motion authorizing the City Manager, or the City Manager’s designee, to execute an agreement with Ford Construction Company, Inc. in the amount of $415,088 for construction on the Lower American River Anadromous Fish Habitat Restoration at Nimbus Basin, to be administered by the City-County Office of Metropolitan Water Planning (CCOMWP, also known as the Water Forum).

Contact: Jessica Law, Executive Director, [email protected], (916) 808-1998; Erica Bishop, Program Manager, [email protected], (916) 808-1997, Citywide and Community Support, Sacramento City-County Office of Metropolitan Water Planning Presenter: None
Attachments:
1-Description/Analysis
2-Proposal Evaluations
3-Agreement: Ford Construction Company, Inc.

Description/Analysis
Issue Detail: The CCOMWP has partnered with the U.S. Bureau of Reclamation (Reclamation) on the Lower American River Salmonid Spawning Gravel Augmentation Project (G14140400) (Project).

The purpose of the Project is to increase the availability of spawning gravel and rearing habitat for the fall-run Chinook salmon and steelhead trout in the lower American River. Staff recommends approval of the agreement with Ford Construction Company, Inc.

Policy Considerations: This Project will aid fish habitat restoration efforts for the lower American River, consistent with goals of the Water Forum Agreement. Pursuant to the Interagency Agreement that created the CCOMWP, the City‘s procedures are followed for CCOMWP contracting activities.

City of Sacramento Page 1 of 2
City of Sacramento
City Council Report
915 I Street, 1st Floor
Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-01310 8/9/2022 Consent Item 25.

Economic Impacts: None.

Environmental Considerations:

California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA): The Project is subject to review pursuant to both CEQA and NEPA. Reclamation is responsible for the NEPA review. Reclamation prepared a Finding of No Significant Impact (FONSI) for the Project. The NEPA review process does not require action by the City.

This Project is one of many to help meet the requirements of the 1992 Central Valley Project Improvement Act, Section 3406 (b)(13), to restore and replenish spawning gravel and rearing habitat to improve fish production. There will be no significant effects on endangered, rare or threatened species or habitat, and no other significant environmental effects from the project.

Sustainability: Implementation of Projects in the lower American River that are more protective of fisheries and aquatic resources is a fundamental element of the Water Forum Agreement, which is supported by the City’s General Plan Goals, specifically Natural and Open Space Protection (E.R. 2.1).

Commission/Committee Action: None.

Rationale for Recommendation: On June 20, 2022, CCOMWP issued a Request for Proposals, number P22804101004, for construction of the Lower American River Anadromous Fish Habitat Restoration at Nimbus Basin. Four proposals were received and reviewed, and the Ford Construction proposal was ranked the highest.

Financial Considerations: The total amount of the agreement is $415,088. There are sufficient resources in the Habitat Management Element Funds (Fund 7104) in the Lower American River Gravel Restoration Project (G14140802) to cover the cost of the contract. The project has no impact on the City’s General Fund.

Local Business Enterprise (LBE): The minimum LBE participation requirement was waived by the Executive Director of CCOMWP due to the use of federal and state funds on the project.

City of Sacramento Page 2 of 2
Salmonid Habitat Construction - American River, Nimbus Basin Site P22804101004
City of Sacramento/Water Forum
PRO

POSAL EVALUATION SHEET
Responding Firm's Name: Anderson Dragline, Inc.

Evaluator: Erica Bishop, Program Manager
Evaluation Date: July 11, 2022

EVALUATION CRITERIA

MAXIMUM

POINTS SCORE
Qualifications and Experience 40 35
Project Plan and Schedule 10 10
References 20 15
Cost Proposal 25 20
Response Time 5 5
TOTAL 100 85
Evaluator’s Signature:

Salmonid Habitat Construction - American River, Nimbus Basin Site P22804101004
City of Sacramento/Water Forum
PRO

POSAL EVALUATION SHEET
Responding Firm's Name: Syblon-Reid General Engineering Evaluator: Erica Bishop, Program Manager
Evaluation Date: July 11, 2022

EVALUATION CRITERIA

MAXIMUM

POINTS SCORE
Qualifications and Experience 40 30
Project Plan and Schedule 10 10
References 20 15
Cost Proposal 25 5
Response Time 5 5
TOTAL 100 65
Evaluator’s Signature:

Salmonid Habitat Construction - American River, Nimbus Basin Site P22804101004
City of Sacramento/Water Forum
PRO

POSAL EVALUATION SHEET
Responding Firm's Name: Kustom, Inc.

Evaluator: Erica Bishop, Program Manager
Evaluation Date: July 11, 2022

EVALUATION CRITERIA

MAXIMUM

POINTS SCORE
Qualifications and Experience 40 5
Project Plan and Schedule 10 5
References 20 5
Cost Proposal 25 10
Response Time 5 5
TOTAL 100 40
Evaluator’s Signature:

Salmonid Habitat Construction - American River, Nimbus Basin Site P22804101004
City of Sacramento/Water Forum
PROPO

SAL EVALUATION SHEET
Responding Firm's Name: Ford Construction, Inc.

Evaluator: Erica Bishop, Program Manager
Evaluation Date: July 11, 2022

EVALUATION CRITERIA

MAXIMUM

POINTS SCORE
Qualifications and Experience 40 40
Project Plan and Schedule 10 10
References 20 20
Cost Proposal 25 25
Response Time 5 5
TOTAL 100 100
Evaluator’s Signature:

Form Approved by City Attorney 9-1-2020 Page 1
CONTRACT #: PRC002017
CONTRACT NAME: Nimbus Basin Salmon Habitat Construction CONTRACT PROJECT #: G14140802
DEPARTMENT: Citywide & Community Support
DIVISION: CCOMWP

CITY OF SACRAMENTO

PROFESSIONAL SERVICES AGREEMENT*

THIS CONTRACT is made at Sacramento, California, by and between the CITY OF SACRAMENTO, a charter city and municipal corporation (“CITY”), and

Ford Construction Company, Inc.
300 W. Pine Street
Lodi, CA 95240
Phone: (209)333-1116 / Fax: (209)333-8597
[email protected]

(“Contractor”), as of the Effective Date, as defined below.

The City and Contractor agree as follows:

1. Effective Date. This Contract shall be effective beginning July 27, 2022.

2. Contract Documents. All exhibits and documents attached or referred to in this Contract are incorporated as if set forth herein, Including Exhibit A (titled “ Scope of Services”) and Exhibit B (titled “Payment”).

If there is a conflict between the terms and conditions of any document prepared or provided by the Contractor and made a part of this Contract and the other terms or conditions of the Contract, the other terms and conditions of the Contract control.

3. Services. Subject to the terms and conditions set forth in this Contract, Contractor shall provide to CITY the services described in Exhibit A (“Services”).

Contractor will not be compensated for services outside the scope of Exhibit A (“Additional Services”) unless, before providing Additional Services : (a) Contractor notifies CITY and CITY agrees that the Additional Services are outside the scope of Exhibit A; (b) C ontractor estimates the additional compensation required for these A dditional Services; and (c) CITY, after notice, approves in writing a Supplemental Contract specifying the Additional Services and the amount of additional compensation to be paid Contractor.

* This form is to be used for all professional services, except services performed by architects, landscape- architects, professional engineers, or professional land surveyors, or services related to a construction project.

Form Approved by City Attorney 9-1-2020 Page 2
CITY will have no obligations whatsoever under this Contract or any Supplemental Contract , unless and until this Contract or any Supplemental Contract is approved by the City as required by the Sacramento City Code. As used in this Contract, the term “Services” includes both Services and Additional Services as applicable.

4. Payment. CITY shall pay C ontractor at the times and in the manner set forth in Exhibit B.

Contractor shall submit all invoices to CITY in the manner specified in Exhibit B.

5. Facilities and Equipment. Except as set forth below, Contractor shall, at its sole cost and expense, furnish all facilities and equipment required for C ontractor to perform this Contract. CITY shall furnish to Contractor only the facilities and equipment listed below, if any.

6. Insurance. Contractor shall, at its sole cost and expense, maintain the insurance coverage described in the attached Exhibit C.

7. General Conditions. Contractor shall comply with the terms and conditions set forth in the attached Exhibit D.

8. Additional Requirements for Surveying, Material Testing, and Inspection Services. If this Contract includes any land surveying, material testing, or inspection services provided for a City construction project, during the design, pre-construction, construction, or post- construction phases of the project, the Contractor and any subcontractor or subconsultant performing any such services shall comply with the provisions specified in Exhibit E.

9. Non-Discrimination in Employee Benefits. This Contract may be subject to Sacramento City Code chapter 3.54, Non- Discrimination in Employee Benefits by City Contractors. A summary of the requirements, entitled "Requirements of the Non-Discrimination in Employee Benefits Code (Equal Benefits Ordinance),” can be viewed at:

https://www.cityofsacramento.org/Finance/Procurement/Contract-Ordinances.

Contractor acknowledges and represents that Contractor has read and understands the requirements and shall fully comply with all applicable requirements of Sacramento City Code chapter 3.54. If requested by City, Contractor shall promptly provide any documents and information required by City to verify Contractor's compliance.

Contractor's violation of Sacramento City Code chapter 3.54 constitutes a material breach of this Contract, for which the City may terminate the Contract and pursue all available legal and equitable remedies.

10. Considering Criminal Conviction Information in the Employment Application Process. This Contract may be subject to the requirements of Sacramento City Code chapter 3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process . A summary of the requirements, entitled “Ban-The-Box Requirements,” can be viewed at:

Form Approved by City Attorney 9-1-2020 Page 3

https://www.cityofsacramento.org/Finance/Procurement/Contract-Ordinances.

The Ban-The-Box Requirements are applicable to certain contracts with the City in an amount of $250,000 or more (either initial value or total value after amendment) or if the total value of all Contractor's contracts with the City is $250,000 or more over a 12-month period.

Contractor acknowledges and represents that Contractor has read and understands these requirements and shall fully comply with all applicable requirements of Sacramento City Code chapter 3.62. If requested by City, Contractor shall promptly provide any documents and information required by City to verify Contractor's compliance. Contractor shall require applicable subcontractors to fully comply with all applicable requirements of Sacramento City Code chapter 3.62 and include these requirements in all subcontracts covered by Sacramento City Code chapter 3.62.

Contractor's violation of Sacramento City Code chapter 3.62 constitutes a material breach of this Contract, for which the City may terminate the Contract and pursue all available legal and equitable remedies.

11. Local Business Enterprise Program . The Local Business Enterprise Program Participation Requirements ("LBE Participation Requirements") may be applicable to this Contract. A summary of the requirements, entitled "LBE Participation Requirements," can be viewed at:

https://www.cityofsacramento.org/Finance/Procurement/Contract-Ordinances.

Contractor a cknowledges and represents that Contractor has read and understands these requirements and shall fully comply with all applicable requirements of Sacramento City Code chapter 3.60. If requested by City, Contractor shall promptly provide any documents and information required by City to verify Contractor's compliance. Contractor shall require applicable subcontractors to fully comply with all applicable requirements of Sacramento City Code chapter 3.60 and include these requirements in all subcontracts covered by Sacramento City Code chapter 3.60.

Contractor's violation of Sacramento City Code chapter 3.60 constitutes a material breach of this Contract, for which the City may terminate the Contract and pursue all available legal and equitable remedies.

12. Authority. The person signing this Contract for Contractor represents and warrants that he or she has read, understands, and agrees to all the Contract terms and is fully authorized to sign this Contract on behalf of the Contractor and to bind the Contractor to the performance of the Contract’s obligations.

[Signatures Page Following Exhibits]

Form Approved by City Attorney 9-1-2020 Exhibit A - Page 1

EXHIBIT A

SCOPE OF SERVICES

1. Representatives.

The CITY Representative for this Agreement is:

Jessica Law, Executive Director
1330 21st Street, Suite 103
Sacramento, CA 95811
(916) 808-1998

The CONTRACTOR Representative for this Agreement is:

Nicholas B. Jones
Ford Construction Company, Inc.
300 W. Pine Street, Lodi, CA 95240
Phone: (209)333-1116 / Fax: (209)333-8597
[email protected]

Unless otherwise provided in this Contract, a ll Contractor questions and correspondence pertaining to this Contract must be addressed to the City Representative. All City questions and correspondence must be addressed to the Contractor Representative.

2. Scope of Services. Contractor shall provide Services to City as set forth in Attachment 1 to this Exhibit A.

3. Time of Performance. The Services described in this Contract shall be provided for an initial term of one year. Contractor shall provide the Services in accordance with any schedule in Attachment 1 to this Exhibit A.

4. Conflict of Interest Requirements. The individual(s) who will provide Services pursuant to this Contract are “Consultants” within the meaning of the Political Reform Act and the City’s Conflict of Interest Code. ____ yes _X ___ no [check one]

Contractor shall cause the following to occur within 30 days after execution of this Contract:

(A) Identify the individuals who will provide Services or perform Work under this Contract as "Consultants"; and
(B) Cause these individuals to file with the City Representative the "assuming office" statements of economic interests required by the City's Conflict of Interest Code.

Thereafter, throughout the term of the Contract, Contractor shall cause these individuals to file with the City Representative annual statements of economic interests and "leaving office" statements of economic interests, as required by the City's Conflict of Interest Code. The City may withhold all or a portion of any payment due under this Contract or impose fines on the individuals until all required statements are filed.

Form Approved by City Attorney 9-1-2020 Exhibit B - Page 1

EXHIBIT B

PAYMENT

1. CONTRACTOR’s Compensation. The total of all fees paid to the Contractor for the provision of Services as set forth in Exhibit A, including any authorized reimbursable expenses, shall not exceed the total sum of $415,088. The payments specified in this Exhibit B shall be the only payments made to Contractor unless the City approves a Supplemental Contract.

2. Billable Rates. Contractor shall be paid for the performance of Services on an hourly rate, daily rate, flat fee, lump sum, or other basis, as set forth in Exhibit A or Attachment 1 to this Exhibit B and any applicable special provisions included in the request for bids or proposals. If there is a conflict between Exhibit A or Exhibit B and the Special Provisions, Exhibit A or Exhibit B controls.

3. CONTRACTOR’s Reimbursable Expenses. “ Reimbursable Expenses ” are limited to actual expenditures of Contractor for expenses that are necessary for the proper satisfaction of the Contract and are only payable if specifically authorized in advance in writing by the City. No charges or markup will be allowed unless specified in the Contract, including charges for travel and transportation.

4. Payments to CONTRACTOR. Contractor is responsible for supplying all documentation necessary to verify invoices to the City’s satisfaction.

A. Payments to C ontractor shall be made within a reasonable time after receipt of Contractor’s invoice, in proportion to services performed or as otherwise specified in Attachment 1 to Exhibit B. C ontractor may request payment on a monthly basis.

Contractor shall be responsible for the cost of supplying all documentation necessary to verify the monthly billings to the satisfaction of CITY.

B. Invoices must be submitted to either of the addresses specified below. (1) Email. Submit email invoices and any attachments to:
[email protected]

(2) Postal Mail. If emailing is not an option, mail to:

A/P Processing Center
City of Sacramento
915 I Street, Floor 4
Sacramento, CA 95814-2608
C. All invoices submitted by Contractor must contain the following information:

(1) Job/Project Name
(2) CITY’s current Purchase Order Number
(3) C ontractor’s Invoice Number
(4) Date of Invoice Issuance
(5) Work Order Number (if applicable)
(6) CITY representative identified on the Purchase Order

Form Approved by City Attorney 9-1-2020 Exhibit B - Page 2 (7) C ontractor’s remit address
(8) Description of services billed under Invoice
(9) Amount of Invoice (itemize all authorized Reimbursable Expenses) (10) Total Billed to Date under Contract (if applicable)

D. Items must be separated into Services and Reimbursable Expenses. Invoices that do not conform to the format outlined above will be returned to Contractor for correction. CITY is not responsible for delays in payment to Contractor resulting from Contractor’s failure to comply with the invoice format described above.

5. Additional Services. Additional Services shall be provided only when a Supplemental Contract authorizing the Additional Services is approved in writing by the City in accordance with the City’s contract amendment procedures. The City reserves the right to perform any Additional Services with its own staff or to retain other contractors to perform the Additional Services.

6. Accounting Records of CONTRACTOR. During performance of this Contract and for a period of three years after completi on of performance, Contractor shall maintain all accounting and financial records related to this Contract , in accordance with generally accepted accounting practices, including records of Contractor’s costs for performance under this Contract and records of Contractor’s Reimbursable Expenses. Contractor shall keep and make records available for inspection and audit by representatives of the CITY upon reasonable written notice.

7. Tax Payments. Contractor shall pay, when and as due, any and all taxes incurred as a result of Contractor’s compensation hereunder, including estimated taxes, and shall provide CITY with proof of the payment upon request. Contractor hereby agrees to indemnify CITY for any claims, losses, costs, fees, liabilities, damages or injuries suffered by CITY arising out of C ontractor’s breach of this section.

Form Approved by City Attorney 9-1-2020 Exhibit C - Page 1

EXHIBIT C

INSURANCE

1. Insurance Requirements. During the entire term of this Contract, Contractor shall maintain the insurance coverage described in the Insurance Terms below. Full compensation for all premiums that Contractor is required to pay for the insurance coverage described herein shall be included in the compensation specified under this Contract. No additional compensation will be provided for Contractor's insurance premiums. Any available insurance proceeds in excess of the specified minimum limits and coverages shall be available to the City.

Contractor's liability to the City is not in any way limited to or affected by the amount of insurance coverage required or carried by the Contractor in connection with this Contract.

2. General Liability Minimum Scope and Limits of Insurance Coverage. Commercial General Liability Insurance is required providing coverage at least as broad as ISO CGL Form 00 01 on an occurrence basis for bodily injury, including death, of one or more persons, property damage, and personal injury, arising out of activities performed by or on behalf of the Contractor and subcontractors, products and completed operations of Contractor and subcontractors, and premises owned, leased, or used by Contractor and subcontractors, with limits of not less than one million dollars ($1,000,000) per occurrence. The policy shall provide contractual liability and products and completed operations coverage for the term of the policy.

Th
e City, its officials, employees and volunteers shall be covered by policy terms or endorsement as additional insureds as respects general liability arising out of: activities performed by or on behalf of Contractor and subcontractors; products and completed operations of Contractor and subcontractors; and premises owned, leased, or used by Contractor and subcontractors.

3. Automobile Liability Minimum Scope and Limits of Insurance Coverage. (Check the applicable provision.)

_ _ A utomobile Liability Insurance is required providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than one million dollars ($1,000,000) per occurrence. The policy shall provide coverage for owned, non-owned and/or hired autos as appropriate to the operations of the Contractor.

The City, its officials, employees and volunteers shall be covered by policy terms or endorsement as additional insureds as respects auto liability.

___ N o automobile liability insurance is required , and by signing this Contract, C ontractor certifies as follows:

“Contractor certifies that a motor vehicle will not be used in the performance of any work or services under this agreement. If, however, Contractor does transport items under this Contract, or this Contract is amended to require any employees of Contractor to use a

Form Approved by City Attorney 9-1-2020 Exhibit C - Page 2 vehicle to perform services under the Contract, Contractor understands that it must maintain and provide evidence of Automobile Liability Insurance providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than one million dollars ($1,000,000) per occurrence. The policy shall provide coverage for owned, non - owned and/or hired autos as appropriate to the operations of the Contractor.”

4. E xcess Insurance . The minimum limits of insurance required above may be satisfied by a combination of primary and umbrella or excess insurance coverage, provided that any umbrella or excess insurance contains, or is endorsed to contain, a provision that it will apply on a primary basis for the benefit of the City, and any insurance or self-insurance maintained by City, its officials, employees, or volunteers will be in excess of Contractor's umbrella or excess coverage and will not contribute to it.

5. Workers’ Compensation Minimum Scope and Limits of Insurance Coverage. (Check the applicable provision.)

___ Workers’ Compensation Insurance is required with statutory limits and Employers' Liability Insurance with limits of not less than one million dollars ($1,000,000). The Workers' Compensation policy shall include a waiver of subrogation in favor of the City.

___ N o work or services will be performed on or at CITY facilities or CITY Property, therefore a Workers’ Compensation waiver of subrogation in favor of the CITY is not required.

___ N o Workers’ Compensation insurance is required, and by signing this Contract, Contractor certifies as follows:

“Contractor certifies that its business has no employ ees, and that it does not employ anyone, and is therefore exempt from the legal requirements to provide Workers' Compensation insurance. If, however, Contractor hires any employee during the term of this Contract, Contractor understands that Workers’ Compensation with statutory limits and Employer’s Liability Insurance with a limit of not less than one million dollars ($1,000,000) is required. The Workers’ Compensation policy will include a waiver of subrogation in favor of the City.”

6. Professional Liability Minimum Scope and Limits of Insurance Coverage. Professional Liability Insurance providing coverage on a claims-made basis for errors and omissions, or malpractice with limits of not less than one million dollars ($1,000,000):

Is __X__ Is not _____ [check one] required for this Agreement.

If required, such coverage must be continued for at least _1__ year(s) following the completion of all Services under this Contract. The retroactive date must be prior to the date this Contract is approved or any Services are performed.

Form Approved by City Attorney 9-1-2020 Exhibit C - Page 3

7. Other Insurance Provisions. The policies must contain, or be endorsed to contain, the following provisions:

A. Contractor's insurance coverage, including excess insurance, shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers will be in excess of Contractor's insurance and will not contribute with it.

B. Any failure to comply with reporting provisions of the policies will not affect coverage provided to the City, its officials, employees or volunteers.

C. Coverage shall state that Contractor's insurance applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

D. Contractor shall provide the City with 30 days written notice of cancellation or material change in the policy language or terms.

8. Acceptability of Insurance. Insurance must be placed with insurers with a Bests' rating of not less than A:VI. Self-insured retentions, policy terms or other variations that do not comply with the requirements of this Exhibit C must be declared to and approved by the City in writing before execution of this Contract.

9. Verification of Coverage.

A. Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Certificates of insurance must be signed by an authorized representative of the insurance carrier. Copies of policies shall be delivered to the City Representative on demand.

B. C
ontractor shall send all insurance certificates and endorsements, including policy renewals, during the term of this Contract directly to:

City of Sacramento
c/o Exigis LLC
PO Box 947
Murrieta, CA 92564

C. Certificate Holder must be listed as:

City of Sacramento
c/o Exigis LLC
PO Box 947
Murrieta, CA 92564

D. The City may withdraw its offer of Contract or cancel this Contract if the certificates of insurance and endorsements required have not been provided before execution of this Contract. The City may withhold payments to Contractor and/or cancel the Contract if the insurance is canceled or Contractor otherwise ceases to be insured as required herein.

Form Approved by City Attorney 9-1-2020 Exhibit C - Page 4

10. Subcontractor Insurance Coverage . Contractor shall require and verify that all subcontractors maintain insurance coverage that meets the minimum scope and limits of insurance coverage specified in this Exhibit C.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 1

EXHIBIT D

GENERAL CONDITIONS

1. Independent Contractor.

A. It is understood and agreed that C ontractor (including Contractor’s employees) is an independent contractor and that no relationship of employer -employee exists between the parties hereto for any purpose whatsoever. Neither C ontractor nor Contractor’s assigned personnel will be entitled to any benefits payable to CITY employees. CITY is not required to make any deductions or withholdings from the compensation payable to Contractor under the provisions of this Contract, and C ontractor will be issued a Form 1099 for its services hereunder. As an independent contractor, Contractor hereby agrees to indemnify and hold CITY harmless from any and all claims that may be made against CITY based upon any contention by any of C ontractor’s employees or by any third party, including any state or federal agency, that an employer -employee relationship or a substitute therefor exists for any purpose whatsoever by reason of this Contract or by reason of the nature and/or performance under this Contract.

B. It is further understood and agreed by the parties that Contractor, in the performance of its obligations, is subject to the City’s control and direction as to the designation of tasks to be performed and the results to be accomplished under this Contract, but not as to the means, methods, or sequence used by C ontractor for accomplishing the results. To the extent that Contractor obtains permission to, and does, use CITY facilities, space, equipment or support services in the performance of this Contract, this use will be at the Contractor’s sole discretion based on the C ontractor’s determination that the use will promote Contractor’s efficiency and effectiveness. Except as may be specifically provided elsewhere in this Contract , the CITY does not require that C ontractor use CITY facilities, equipment or support services or work in CITY locations in the performance of this Contract. As used in this Contract, "sole discretion" or "sole judgment" means that the party authorized to exercise its discretion or judgment may do so based on an unfettered assessment of its own interests, without considering how its decision affects the other party, and unconstrained by the implied covenant of good faith and fair dealing.

C. If, in the performance of this Contract , any third persons are employed by C ontractor, such persons will be entirely and exclusively under the direction, supervision, and control of Contractor. Except as otherwise provided in this Contract, all terms of employment, including hours, wages, working conditions, discipline, hiring, and discharging, or any other terms of employment or requirements of law, shall be determined by C ontractor.

It is further understood and agreed that C ontractor will issue W -2 or 1099 Forms for income and employment tax purposes for all Contractor’s assigned personnel and subcontractors.

D. The provisions of this s ection will survive any expiration or termination of this Contract .

Nothing in this Contract creates an exclusive relationship between CITY and C ontractor.

Contractor may represent, perform services for, or be employed by any additional persons or companies so long as Contractor does not violate the provisions of Section 5, below.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 2

2. Licenses; Permits, Etc. Contractor represents and warrants that Contractor has, and shall maintain at all times during the term of this Contract at its sole cost and expense, all licenses, permits, qualifications, and approvals of any nature that are legally required for C ontractor to practice its profession or fulfill the terms of this Contract , including a City Business Operations Tax Certificate and any required certification issued by the California Secretary of State.

3. Time. Time is of the essence in the performance of this Contract. C ontractor shall devote the necessary time and effort to its performance under this Contract. Neither party will be considered in default of this Contract, to the extent that party’s performance is prevented or delayed by any cause, present or future, that is beyond the reasonable control of that party.

4. CONTRACTOR Not Agent. Except as CITY may specify in writing, C ontractor and Contractor’s personnel have no authority, express or implied, to act on behalf of CITY in any capacity whatsoever as an agent. Contractor and Contractor’s personnel shall have no authority, express or implied, to bind CITY to any obligations whatsoever.

5. Conflicts of Interest. Contractor covenants that neither it, nor any officer or principal of its firm, has or will acquire any interest, directly or indirectly, that would conflict in any manner with the CITY’s interests or that would in any way hinder C ontractor’s performance under this Contract .

Contractor further covenants that in the performance of this Contract, no person having any such interest will be employed by it as an officer, employee, agent or subcontractor, without the City’s written consent.

Contractor agrees to avoid conflicts of interest or the appearance of any conflicts of interest with the City’s interests during the performance of this Contract. If Contractor is or employs a former officer or employee of the CITY, Contractor and any former City officer or employee shall comply with the provisions of Sacramento City Code Section 2.16.090 pertaining to appearances before the City Council or any CITY department, board, commission, or committee.

6. Hazardous Substances. "Hazardous Substances" means any substance, material, waste, or other pollutant or contaminant that is or becomes designated, classified, or regulated as hazardous or toxic under any law, regulation, rule, order, decree, or other governmental requirement now in effect or later enacted. If Contractor is shipping Hazardous Substances, Contractor must supply a Safety Data Sheet ("SDS") with the first shipment of Hazardous Substances to each City location receiving the Hazardous Substances. If the content of an SDS is revised, Contractor must provide a revised SDS to each City location receiving Hazardous Substances.

7. Confidentiality of CITY Information. During performance of this Contract, Contractor may gain access to and use CITY information regarding inventions, machinery, products, prices, apparatus, costs, discounts, future plans, business affairs, governmental affairs, processes, trade secrets, technical matters, systems, facilities, customer li sts, product design, copyright, data, and other vital information (hereafter collectively referred to as “City Information”) that are valuable, special and unique assets of the CITY.

Contractor agrees to protect all City Information and treat it as strictly confidential, and further agrees that Contractor shall not at any time, either directly or indirectly, divulge, disclose or

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 3 communicate in any manner any City Information to any third party without the City’s prior written consent.

In addition, Contractor must comply with all CITY policies governing the use of the CITY network and technology systems, as set forth in applicable provisions of the City of Sacramento Administrative Policy Instructions # 30. A violation by C ontractor of this section is a material violation of this Contract and shall justify legal and equitable relief.

8. CONTRACTOR Information.

A. CITY shall have full ownership and control, including ownership of any copyrights, of all information prepared, produced, or provided by Contractor under this Contract. In this Contract, the term “information” means and includes: any and all work product, submittals, reports, plans, specifications, and other deliverables consisting of documents, writings, handwritings, typewriting, printing, photostatting, photographing, computer models, and any other computerized data and every other means of recording any form of information, communications, or representation, including letters, works, pictures, drawings, sounds, or symbols, or any combination thereof. CONTRACTOR shall not be responsible for any unauthorized modification or use of such information for other than its intended purpose by CITY.

B. C ontractor shall fully defend, indemnify and hold harmless CITY, its officers and employees, and each of them, from and against any and all claims, actions, lawsuits or other proceedings alleging that all or any part of the information prepared, produced, or provided by Contractor under this Contract infringes upon any third party’s trademark, trade name, copyright, patent or other intellectual property rights. CITY shall make reasonable efforts to notify C ontractor not later than ten days after CITY is served with any such claim, action, lawsuit or other proceeding. However, City’s failure to provide notice within the ten-day period does not relieve Contractor of its obligations hereunder, which survive any termination or expiration of this Contract.

C. All proprietary and other information received from Contractor by CITY, whether received in connection with Contractor’s proposal to CITY or in connection with Contractor’s performance, will be disclosed upon receipt of a request for disclosure, in accordance with the California Public Records Act; provided, however, that, if any information is set apart and clearly marked “trade secret” when it is provided to CITY, CITY shall give notice to Contractor of any request for the disclosure of such information. The Contractor will then have five days from the date it receives notice to petition the court for a protective order to prevent the disclosure of the information. The Contractor shall have sole responsibility for defense of the actual “trade secret” designation of such information.

D. The parties understand and agree that any failure by Contractor to respond to the notice provided by CITY and seek a protective order, in accordance with the provisions of subsection C, above, constitutes a complete waiver by Contractor of any rights regarding the information designated “trade secret” by C ontractor, and the information will be disclosed by CITY in accordance with the Public Records Act.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 4

9. Notification of Material Changes in Business. Contractor agrees that if it experiences any material changes in its business, including a reorganization, refinancing, restructuring, leveraged buyout, bankruptcy, name change, or loss of key personnel, it will immediately notify the City of the changes. Contractor also agrees to immediately notify the City of any condition that may jeopardize the scheduled delivery or fulfillment of Contractor's obligations to the City under this Contract.

10. Standard of Performance. C ontractor shall perform in the manner and according to the standards currently observed by a competent practitioner of Contractor’s profession in California and in compliance with all requirements of this Contract. All products that Contractor delivers to CITY und er this Contract must be prepared in a professional manner and conform to the standards of quality normally observed by a person currently practicing in C ontractor’s profession.

Contractor shall assign only competent personnel to perform on its behalf under this Contract.

Contractor must notify the CITY in writing of any changes in Contractor’s staff assigned to perform under this Contract, before any performance by the new staff member . If the CITY, in its sole discretion, determines that any person assigned by the Contractor to perform under this Contract is not performing in accordance with the standards required herein, City shall provide notice to Contractor. Contractor shall immediately remove the assigned person upon receipt of the notice.

11. Performance or Different Terms and Conditions. The City's subsequent performance will not be construed as either acceptance of additional or different terms and conditions or a counteroffer by the Contractor, nor will the City's subsequent performance be viewed as acceptance of any provision of the Uniform Commercial Code, as adopted by any State, that is contrary to the terms and conditions contained herein. Contractor's performance shall conform to the applicable requirements of the Sacramento City Charter, Sacramento City Code, and all applicable State and Federal laws, and all the requirements of this Contract. The California Commercial Code will apply except as otherwise provided in the Contract.

12. E
mergency/Declared Disaster Requirements. If an emergency is declared by the City Manager, or if any portion of the City is declared a disaster area by the county, state or federal government, this Contract may be subjected to increased usage. The Contractor shall serve the City during a declared emergency or disaster, subject to the same terms and conditions that apply during non- emergency / non-disaster conditions. The pricing set forth in this Contract will apply, without mark-up, regardless of the circumstances. If the Contractor is unable to fulfill the terms of the Contract because of a disruption in its chain of supply or service, then the Contractor shall provide proof of the disruption. Acceptable forms of proof will include a letter or notice from the Contractor's source stating the reason for the disruption

13. Term; Suspension; Termination.

A. This Contract is effective on the Effective Date and continues in effect until both parties have fully performed their respective obligations under this Contract, unless sooner terminated as provided herein.

B. CITY shall have the right at any time to suspend C ontractor’s performance hereunder, in whole or in part, by giving a written notice of suspension to Contractor. Upon receipt of

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 5 such notice, Contractor shall immediately suspend its activities under this Contract , as specified in the notice.

C. The CITY shall have the right to terminate this Contract at any time by giving a written notice of termination to Contractor. Upon receipt of such notice , Contractor shall immediately cease performance under this Contract as specified in the notice. If the CITY terminates this Contract:

(1) C ontractor shall, not later than five days after receipt of the notice, deliver all information prepared under this Contract to the City.

(2) The CITY shall pay Contractor the reasonable value of Goods or Services provided by Contractor before termination; provided , however, CITY shall not in any manner be liable for lost profits that might have been made by Contractor had the Contract not been terminated or had Contractor completed performance required by this Contract. Contractor shall furnish to the CITY any financial information requested by the City to determine the reasonable value of the Goods or Services provided by Contractor. The foregoing is cumulative and does not affect any right or remedy that CITY may have in law or equity.

14. Default by Contractor. In case of default by the Contractor, the City reserves the right to procure the Goods or Services from other sources and deduct from any monies due, or that may thereafter become due to the Contractor, the difference between the price named in this Contract and the actual cost to the City to procure from an alternate source. Prices paid by the City will be considered the prevailing market price at the time such purchase is made.

15. Indemnity.

A. Indemnity: Contractor shall defend, hold harmless, and indemnify City, its officers, and employees, and each and every one of them, from and against all actions, damages, costs, liabilities, claims, demands, losses, judgments, penalties, and expenses of every type and description, whether arising on or off the site of the work or services performed under this Contract, including any fees and costs reasonably incurred by City’s staff attorneys or outside attorneys and any fees and expenses incurred in enforcing this provision (hereafter collectively referred to as “Liabilities”), including Liabilities for personal injury or death, damage to personal, real, or intellectual property, damage to the environment, contractual or other economic damages, or regulatory penalties, arising out of or in any way connected with performance of or failure to perform this Contract by Contractor, any subcontractor (including lower-tier subcontractors) or agent of Contractor, their respective officers and employees, and anyone else for whose acts of omissions any of them may be liable, whether or not the Liabilities (i) are caused in part by a party indemnified hereunder, or (ii) are litigated, settled, or reduced to judgment; provided that the foregoing indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, damage, or expense, to the extent arising from the active negligence or willful misconduct of, or defects in design furnished by, City, its agents, servants, or independent contractors who are directly responsible to City, except when such agents,

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 6 servants, or independent contractors are under the supervision and control of Contractor or any subcontractor (including lower-tier subcontractors) or agent of Contractor.

B. Insurance Policies; Intellectual Property Claims: The existence or acceptance by City of any of the insurance policies or coverages described in this Contract will not affect or limit any of City’s rights under this Section, nor will the limits of any insurance limit the liability of Contractor hereunder. This Section will not apply to any intellectual property claims, actions, lawsuits or other proceedings subject to the provisions of the Contractor Information Section, above.

C. Survival. The provisions of this section will survive any expiration or termination of this Contract.

16. Funding Availability.

A. This Contract is subject to the budget and fiscal provisions of the Charter and the Sacramento City Code.

B. The City’s payment obligation under this Contract will not exceed the amount of funds appropriated and approved for this Contract by the Sacramento City Council.

C. This Section shall govern over any other contrary provision of the Contract.

17. Equal Employment Opportunity. During the performance of this Contract, Contractor, for itself, its assignees and successors in interest, agrees as follows:

A. Compliance With Regulations: Contractor shall comply with all state, local, and federal anti-discrimination laws and regulations, including the Executive Order 11246 entitled “Equal Opportunity in Federal Employment”, as amended by Executive Order 11375, 12086, and 13672, and as supplemented in Department of Labor regulations (41 CFR Chapter 60), referred to collectively as the “Regulations.”

B. Nondiscrimination: Contractor, with regards to the work performed by it after award and before completion of the work under this Contract, shall not discriminate on the ground of race, color, religion, sex, national origin, age, marital status, physical handicap or sexual orientation in selection and retention of subcontractors, including procurement of materials and leases of equipment. Contractor shall not participate either directly or indirectly in discrimination prohibited by the Regulations.

C. Solicitations for Subcontractors, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiations made by Contractor for work to be performed under any subcontract, including all procurement of materials or equipment, each potential subcontractor or supplier shall be notified by Contra ctor of Contractor’s obligation under this Contract and the Regulations relative to nondiscrimination on the ground of race, color, religion, sex, national origin, age, marital status, physical handicap or sexual orientation.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 7 D. Information and Reports: Contractor shall provide all information and reports required by the Regulations, or by any orders or instructions issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be dete rmined by the CITY to be pertinent to ascertain compliance with the Regulations, orders and instructions. Where any information required of Contractor is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the CITY, and shall set forth what efforts it has made to obtain the information.

E. Sanctions for Noncompliance: In the event of noncompliance by Contractor with the nondiscrimination provisions of this Contract, the CITY shall impose an y sanctions it determines are appropriate including:

(1) Withholding of payments to Contractor under this Contract until Contractor complies;
(2) Cancellation, termination, or suspension of this Contract, in whole or in part.

F. Incorporation of Provisions: Contractor shall include the provisions of subsections A through E, above, in every subcontract, including procurement of materials and leases of equipment, unless exempted by the Regulations, or by any order or instructions issued pursuant thereto. The City may direct Contractor to take specific actions to enforce these provisions, including sanctions for noncompliance; provided, however, that if Contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, Contractor may request that the CITY join such litigation to protect the City’s interests.

18. Entire Agreement. This Contract, including all Exhibits and documents referenced herein, contains the entire agreement between the parties and supersedes whatever oral or written understanding they may have had before the execution of this Contract . No alteration to the terms of this Contract shall be valid unless approved in writing by Con tractor, and by CITY, in accordance with applicable provisions of the Sacramento City Code.

19. Modification of Contract . The Contractor shall take no direction from any City employee that changes the executed terms and conditions of the Contract, including Exhibit A, or any change that impacts the cost, price, or schedule, before receiving a written, signed modification to the Contract.

20. Severability. If a court with jurisdiction rules that any portion of this Contract or its application to any person or circumstance is invalid or unenforceable, the remainder of this Contract will not be affected thereby and will remain valid and enforceable as written, to the greatest extent permitted by law.

21. Waiver. Neither the CITY’s acceptance of, or payment for, any Goods or Services, nor any waiver by either party of any default, breach or condition precedent, will be construed as a waiver of any provision of this Contract, nor as a waiver of any other default, breach or condition precedent or any other right hereunder. No waiver will be effective unless it is in writing and signed by the waiving party.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 8

22. Governing Law. This Contract shall be governed, construed and enforced in accordance with the laws of the State of California, except that the rule of interpretation in California Civil Code section 1654 will not apply. Venue of any litigation arising out of this Contract will lie exclusively in the state trial court or Federal District Court located in Sacramento County in the State of California, and the parties consent to jurisdiction over their persons and over the subject matter of any such litigation in such courts, and consent to service of process issued by such courts.

23. Assignment Prohibited. The expertise and experience of Contractor are material considerations for this Contract. CITY has a strong interest in the qualifications and capability of the persons and entities that will fulfill the obligations imposed on Contractor under this Agreement. In recognition of this interest, Contractor shall not assign any right or obligatio n pursuant to this Contract without the written consent of the CITY. Any attempted or purported assignment without CITY’s written consent shall be void and of no effect.

24. Binding Effect. This Contract is binding on the heirs, executors, administrators, s uccessors and assigns of the parties, subject to the provisions of Section 23, above.

25. Compliance with Laws. The Contractor shall be responsible for strict compliance with all applicable laws, regulations, court orders and other legal requirements applicable to the work to be accomplished under the Contract, including the California Occupational Safety and Health Act and all applicable safety orders issued by the Division of Occupational Safety and Health, Department of Industrial Relations, State of California, and all applicable requirements of Underwriters Laboratories and the Federal Communication Commission.

26. Debarment Certification
A. Pursuant to 2 CFR, Part 200, and applicable Executive Orders, the City is restricted in its ability to contract with certain parties that are debarred, suspended, or otherwise excluded or ineligible for participating in Federal assistance programs or activities. By signing this Agreement, CONTRACTOR warrants and certifies under penalty of perjury under the laws of the State of California that Contractor, including any owner, partner, director, officer, or principal of the CONTRACTOR, or any person in a position with management responsibility or responsibility for the administration of federal funds:

(1) Is not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency;

(2) Has not within a three -year period preceding this certification been convicted of or had a civil judgment rendered against it for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public transaction or contract (federal, state, or local); violation of federal or state an titrust statutes; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, receiving stolen property, or other criminal felony;

(3) Is not presently indicted for or otherwise criminally or civilly charged by a governmental entity (federal, state, or local) with commission of any of the offenses enumerated in paragraph (b) above; or

(4) Has not, within a three -year period preceding this certification, had one or more public contracts (federal, state, or local) or transactions terminated for cause or default.

Form Approved by City Attorney 9-1-2020 Exhibit D - Page 9

(5) Has not been notified, within a three-year period preceding this certification, been notified of any delinquent Federal taxes in an amount that exceeds $3,500 for which the liability remains unsatisfied. Federal taxes are considered delinquent if the tax liability has been finally determined and the taxpayer is delinquent in making payment, as defined in Section 52.209-5 of the Federal Acquisition Regulations.

B. CONTRACTOR furth er warrants and certifies that it shall not knowingly enter into any transaction with any subcontractor, material supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency. Any exceptions to the warranties and certifications in this Section must be disclosed to the City.

C. Exceptions will not necessarily result in denial of recommendation for award, but will be considered in determining Contractor’s responsibility. Disclosures must indicate to whom exceptions apply, the initiating agency, and dates of action.

D. City will review the Federal Government’s System for Award Management Exclusions maintained by the General Services Administration for eligibility, prior to the execution of this Agreement. The CONTRACTOR shall provide immediate written notice to the City if, at any time prior to execution, the CONTRACTOR learns this certification is erroneous or has become erroneous by reason of changed circumstances. If it is later determined that the Contractor’s warranties and certification in this Section were erroneous, the City may terminate this Agreement for default.

Form Approved by City Attorney 9-1-2020 Exhibit E - Page 1

EXHIBIT E

ADDITIONAL REQUIREMENTS FOR SURVEYING, MATERIAL TESTING, AND INSPECTION SERVICES

The Services provided under this Contract include land surveying, material testing, or inspection services provided for a City construction project during the design, pre -construction, construction, or post- construction phases of the project. The refore, the services include “Public Work” under the California Labor Code and is subject to the following requirements:

A. Payment of Prevailing Wages: Contractor and any subcontractor(s) performing any Public Work shall comply with the provisions of Sacramento City Code S ection 3.60.180 and applicable provisions of the California Labor Code, which require, among other things, that CONTRACTOR and all subcontractors pay not less than the prevailing rate of wages, as determined by the Director of the California Department of Industrial Relations (“DIR”) in accordance with California Labor Code S ection 1773. CONTRACTOR and every subcontractor shall maintain payroll records and submit certified payrolls and other labor compliance documentation electronically when and as required by CITY. In addition, Labor Code Section 1771.4 requires the CONTRACTOR and any subcontractor performing any Public Work to furnish electronic payroll records directly to the Labor Commissioner.

Contractor shall include these requirements in every subcontract.

This Agreement is subject to compliance monitoring and enforcement by the DIR, as specified in California Labor Code S ection 1771.4. The Contractor and any subcontractor will be subject to withholding and penalties for violation of prevailing wage requirements in accordance with applicable law, including Labor Code Sections 1726, 1741, 1771.5, and 1775, and City Code Section 3.60.180. Questions regarding the City’s Labor Compliance Program should be directed to the City Representative.

B. DIR Registration: California Labor Code Section 1725.5 requires the CONTRACTOR and all subcontractors performing Public Works services to be currently registered with the DIR, as specified in California Labor Code Section 1725.5. California Labor Code Section 1771.1 provides that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal (subject to the requirements of Section 4104 of the California Public Contract Code), or engage in the performance of any contract for Public Work, unless currently registered and qualified to perform Public Work in accordance with California Labor Code Section 1725.5.

Further information can be found on DIR’s website at http://www.dir.ca.gov/Public - Works/Contractors.html. The above summary is provided solely for informational purposes and does not in any way affect the CONTRACTOR’s and subcontractors’ obligation to comply in all respects with all other applicable laws and regulations. The CONTRACTOR shall disseminate these provisions to all subcontractors.

Before the performance of work by Contractor or any subcontractor(s) under this Contract, Contractor shall furnish Contractor’s and any subcontractors’ current DIR Fo
rm Approved by City Attorney 9-1-2020 Exhibit E - Page 2 registration number(s). The Contractor’s current DIR registration number and the current DIR registration number of all subcontractors will be listed on the Subcontractor and LBE Participation Verification Form, incorporated herein.

To
be completed by the City Representative if this Agreement is for the performance of any Public Work:

Contractor DIR registration #: __ __
C. Workers’ Compensation Certification. In accordance with California Labor Code Section 1861, by signing this Contract, Contractor acknowledges and represents that Contractor is aware of the provisions of S ection 3700 of the California Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and that Contractor will comply with the provisions of the Labor Code before commencing performance under this Contract.

D. Apprentices . If this Contract is for the performance of any Public Work, and the amount of the Contract is $30,000 or more, the Contractor and any subcontractors performing any Public Work under this Contract must comply with and be subject to enforcement under, the provisions of Sacramento City Code Section 3.60.190, Section 1777.5 et seq. of the California Labor Code, and implementing regulations set forth in Title 8 of the California Code of Regulations, governing the employment of apprentices. The Contractor and any subcontractors performing Public Work will be subject to penalties for apprenticeship violations in accordance with Labor Code Section 1777.7.

E. Working Hours. If this Contract is for the performance of any Public Work, Contractor and any subcontractors performing any Public Work under this Contract must comply with and be subject to enforcement under, the provisions of Sacramento City Code Section 3.60.180 and California Labor Code Section 1810 et seq., governing the working hours of employees performing Public Work.

F. Failure to Comply with Labor Compliance. If all applicable labor compliance requirements are not met, the City will have the right to withhold or reject a payment request and/or invoice, in whole or in part, without in any way relieving Contractor or its subcontractors of any obligations under this Contract.

G. Subcontractors. The Contractor shall include these provisions A through F in every subcontract or sub -agreement for any subcontractors performing work under this Contract.
1000005711

ADDITIONAL FEDERAL CONDITIONS

1. DAVIS-BACON ACT. If this Contract is for construction, alteration, or repair (including painting and decorating) of public buildings or public works, Contractor must comply with the provisions of the Davis-Bacon Act (40 U.S.C. §§276a - 276a-5) and all rules, regulations and orders promulgated under said act, unless a determination of exemption from requirements of the Davis-Bacon Act is made and unless the exemption is expressly stated elsewhere in this Contract. Among other provisions, said act establishes minimum wages and fringe benefits; prohibits deductions or rebates from payments; provides for the withholding of funds to assure compliance with wage provisions; and provides for the termination of the Contract and debarment of the Contractor for failure so to comply. Additionally, California State Prevailing wages may apply (California Labor Code §1720 et seq.), in which case prevailing wages shall be the higher of either the Davis Bacon wages or the State prevailing wage, as determined by trade. Prior to starting Project construction, the City will obtain the Department of Labor General Wage Decision for Sacramento County. The Bid opening shall serve as the City’s federally-required ten (10) day call, and serves to lock-in applicable prevailing wages throughout the construction phase.

2. DEBARMENT CERTIFICATION.

A. Pursuant to 2 CFR, Part 200, applicable Executive Orders and the Department of the Interior regulations at 2 CFR 1400 Governmentwide Debarrnent and Suspension (Nonprocurement), which adopt the common rule for the governmentwide system of debarment and suspension for nonprocurement activities, the City is restricted in its ability to contract with certain parties that are debarred, suspended, or otherwise excluded or ineligible for participating in Federal assistance programs or activities. By signing this Agreement, Contractor warrants and certifies under penalty of perjury under the laws of the State of California that Contractor, including any owner, partner, director, officer, or principal of the Contractor, or any person in a position with management responsibility or responsibility for the administration of federal funds:
(1) Is not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency; (2) Has not within a three-year period preceding this certification been convicted of or had a civil judgment rendered against it for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public transaction or contract (federal, state, or local); violation of federal or state antitrust statutes; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, receiving stolen property, or other criminal felony; (3) Is not presently indicted for or otherwise criminally or civilly charged by a governmental entity (federal, state, or local) with commission of any of the offenses enumerated in paragraph (b) above; or
(4) Has not, within a three-year period preceding this certification, had one or more public contracts (federal, state, or local) or transactions terminated for cause or default. (5) Has not been notified, within a three-year period preceding this certification, been notified of any delinquent Federal taxes in an amount that exceeds $3,500 for which the liability remains unsatisfied. Federal taxes are considered delinquent if the tax liability has been finally determined and the taxpayer is delinquent in making payment, as defined in Section 52.209-5 of the Federal Acquisition Regulations.

B. C ontractor further warrants and certifies that it shall not knowingly enter into any transaction with any subcontractor, material supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency. Any exceptions to the warranties and certifications in this Section must be disclosed to the City.

C. Exceptions will not necessarily result in denial of recommendation for award, but will be considered in determining Contractor’s responsibility. Disclosures must indicate to whom exceptions apply, the initiating agency, and dates of action.

D. City will review the Federal Government’s System for Award Management Exclusions maintained by the General Services Administration for eligibility, prior to the execution of this Agreement. The Contractor shall provide immediate written notice to the City if, at any time prior to execution, the Contractor learns this certification is erroneous or has become erroneous by reason of changed circumstances. If it is later determined that the Contractor’s warranties and certification in this Section were erroneous, the City may terminate this Agreement for default.

3. EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor agrees:

A. To comply with all Federal nondiscrimination laws and equal opportunity laws and regulations, as may be amended from time to time;
B. Not to participate directly or indirectly in the discrimination prohibited by any Federal law or regulation, including but not limited to:
(1) Title VI of the Civil Rights Act of 1964, as amended, 42 U.S.C. §§ 2000d et seq., Treasury’s implementing regulations at 31 C.F.R.Part 22, and any applicable implementing federal directives that may be issued;
(2) The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§3601 et seq.);
(3) The Older Americans Act, as amended (42 U.S.C. 6101), Section 324 of title 23 U.S.C., prohibiting discrimination based on gender, Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794), the Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury’s implementing regulations at 31 C.F.R. Part 23; and (4) The Americans with Disabilities Act (ADA) of 1990 (42 U.S.C. § 12101, et seq.), as well as all applicable regulations and guidelines issued pursuant to the ADA, including but not limited to those found within the Code of Federal Regulations, title 49, parts 27, 37, and

38. C. To permit access to its books, records, accounts, other sources of information, and its facilities as required by the City or the applicable federal agency; D. That, in the event Contractor fails to comply with any nondiscrimination provisions in this contract, the City and the applicable federal agency will have the right to impose such contract sanctions as they determine are appropriate, including but not limited to withholding payments to the contractor until the contractor complies, and/or cancelling, terminating, or suspending this contract, in whole or in part; and E. To insert this clause, including paragraphs (a) through (e), in every subcontract and in every solicitation for a subcontract.

F. Compliance with all Non-Discrimination and Equal Employment Opportunity Laws:
(1) It is the City’s policy to comply with state and federal laws and regulations including Title VI of the Civil Rights Act of 1964, Americans with Disabilities Act of 1990 (ADA) and other federal and state anti-discrimination laws and regulations. The City does not discriminate on the basis of race, color, sex, creed, religious creed, national origin, age, marital status, ancestry, medical condition, disability (including HIV and AIDS), sexual orientation or gender identity in conducting its business. The City prohibits discrimination by its employees, contractors and consultants.
(2) Contractor assures the City that it complies with, and that Contractor will require that its subcontractors comply with, all non-discrimination and equal opportunity laws. (3) Any failure by Contractor to comply with these provisions shall constitute a material breach of this Agreement, which may result in the termination of this Agreement or such other remedy as the City may deem appropriate.

4. PROHIBITION OF EXPENDING STATE OR FEDERAL FUNDS FOR

LOBBYING (BYRD ANTI-LOBBYING AMENDMENT)
A. Contractors who apply or bid for an award of $100,000 or more, and any subcontractors, must provide the certification below. Each tier must certify to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non- Federal funds that takes place in connection with obtaining any Federal award. Such disclosures must be forwarded from tier to tier up to the City, who in turn will forward the certification(s) to the awarding agency.

B. By signing this Agreement, Contractor certifies, to the best of his or her knowledge or belief, that:
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Contractor, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of the State Legislature or United States Congress, an officer or employee of the Legislature or Congress, or any employee of a Member of the Legislature or Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any State or Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federally appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or any employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the Contractor shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions. (3) None of the funds paid under this contract will be used for any activity specifically designed to urge or influence a State or local legislator to favor or oppose the adoption of any specific legislative proposal pending before any State or local legislative body. Such activities include both direct and indirect (e.g., “grassroots”) lobbying activities, with one exception. This does not preclude a State official whose salary is supported with NHTSA funds from engaging in direct communications with State or local legislative officials, in accordance with customary State practice, even if such communications urge legislative officials to favor or oppose the adoption of a specific pending legislative proposal.

C. This certification is a material representation of fact upon which reliance was placed when this Agreement was executed. Submission of this certification is a prerequisite for making or entering into this Agreement imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

D. Contractor also agrees by signing this Agreement that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000, and that all such subcontractors shall certify and disclose accordingly.

E. Contractor certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, Contractor understands and agrees that the provisions of 31 U.S.C. Chap. 38, Administrative Remedies for False Claims and Statements, apply to this certification and disclosure, if any.

5. REBATES, KICKBACKS, OR OTHER UNLAWFUL CONSIDERATION.

Contractor warrants that this Agreement was not obtained or secured through rebates, kickbacks or other unlawful consideration, either promised or paid to any City employee.

For breach or violation of this warranty, City shall have the right, in its discretion: to terminate this Agreement without liability; to pay only for the value of the work actually performed; or to deduct from the Agreement price, or otherwise recover the full amount of such rebate, kickback or other unlawful consideration.

6. BUY AMERICA ACT AND DOMESTIC PREFERENCES. The City and Contractor will comply with the Buy America requirement (23 U.S.C. 313). Buy America requires the City and Contractor to purchase only steel, iron, and manufactured products produced in the United States, unless the applicable federal agency determines that such domestically produced items would be inconsistent with the public interest, that such materials are not reasonably available and of a satisfactory quality, or that inclusion of domestic materials will increase the cost of the overall contract by more than 25 percent. In order to use foreign produced items, the Contractor must first submit a waiver request to the City that provides an adequate basis and justification for approval by the applicable federal agency. Contractor shall provide a preference for the purchase, acquisition, or use of all goods, products, or materials produced in the United States.

7. DRUG-FREE CERTIFICATION. The Department of the Interior regulations at 2 CFR 1401 Governmentwide Requirements for Drug-Free Workplace (Financial Assistance), which adopt the portion of the Drug-Free Workplace Act of 1988 (41 U.S.C. 701 et seq, as amended) applicable to grants and cooperative agreements, armvosse hereby incorporated by reference and made a part of this agreement. By entering into this professional services agreement, with City, Contractor agrees to comply with 2 CFR 182.

8. ENVIRONMENTAL COMPLIANCE. Contractor agrees to comply with the Clean Air Act (42 U.S.C. §7401 et seq.), the Federal Water Pollution Control Act (33 U.S.C. §1251 et seq.), Executive Order 11738, all Environmental Protection Agency (“EPA”) Regulations (40 CFR) and all applicable standards, orders or regulations issued pursuant thereto. Contractor agrees to report any violation of these statutes and regulations to the City and understands and agrees that the City will, in turn, report each violation, as required, to assure notification to the appropriate federal agency and EPA Regional Office.

9. REMEDIES. Should Contractor violate of any of the terms of this Contract, City may terminate the Contract and pursue all available legal and equitable remedies.

10. RECOVERED MATERIALS
A. In the performance of this Contract, Contractor shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired.

B. Information about this requirement, along with the list of EPA- designated items, is available at EPA’s Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/comprehensive- procurement-guideline-cpg-program.

C. Contractor also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act: (1) Competitively within a timeframe providing for compliance with the contract performance schedule; (2) Meeting contract performance requirements; or (3) At a reasonable price.

11. COMPLIANCE WITH FEDERAL LAW. Contractor acknowledges that federal financial assistance may be used to fund all or a portion of the contract. The contractor will comply with all applicable Federal law, regulations, executive orders, and all policies, procedures, and directives issued by the applicable federal funding agency (e.g., Bureau of Reclamation).

12. COMPLIANCE WITH THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT. In the event that Contractor or any subcontractor is contracting for work requiring or involving the employment of laborers or mechanics, the following terms shall apply:

A. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.

B. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b)(1) of this section, in the sum of $27 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section.

C. Withholding for unpaid wages and liquidated damages. The City shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section.

D. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through (4) of this section.

13. PUBLICATIONS. Any publications produced with funds from this award must display the following language: “This project [is being] [was] supported, in whole or in part, by federal award number [enter project FAIN] awarded to City County Office of Metropolitan Water Planning by the U.S. Bureau of Reclamation.”

14. REDUCING TEXT MESSAGING WHILE DRIVING. Pursuant to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), Contractor is encouraged to adopt and enforce policies that ban text messaging while driving and should establish workplace safety policies to decrease accidents caused by distracted drivers.

15. PROTECTIONS FOR WHISTLEBLOWERS. Pursuant to 41 U.S.C. § 4712, Contractor may not discharge, demote, or otherwise discriminate against any employee in reprisal for disclosing an information the employee reasonably believes is evidence of gross mismanagement of this contract, a gross waste of federal funds, an abuse of authority related to this contract, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to this contract.

16. PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT. Contractor is prohibited from obligating or expending loan or grant funds to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. As described in Public Law 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (i) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (ii) Telecommunications or video surveillance services provided by such entities or using such equipment.
(iii) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

17. TRAFFICKING VICTIMS PROTECTION ACT OF 2000.

A. Contractor and Contractor’s employees may not
(1) Engage in severe forms of trafficking in persons during the period of time that the award is in effect;
(2) Procure a commercial sex act during the period of time that the award is in effect; or (3) Use forced labor in the performance of the award or subawards under the award.

B. For purposes of this contract:
(1) "Employee" means either:
(i) An individual employed by Contractor or a subcontractor who is engaged in the performance of the project or program under this award; or (ii) Another person engaged in the performance of the project or program under this award and not compensated Contractor including, but not limited to, a volunteer or individual whose services are contributed by a third party as an in-kind contribution toward cost sharing or matching requirements.
(2) "Forced labor" means labor obtained by any of the following methods: the recruitment, harboring, transportation, provision, or obtaining of a person for labor or services, through the use of force, fraud, or coercion for the purpose of subjection to involuntary servitude, peonage, debt bondage, or slavery.
(3) "Severe forms of trafficking in persons," "commercial sex act," and "coercion" have the meanings given at section 103 of the TVPA, as amended (22 U.S.C. 7102).

REQUEST

FOR WAIVER OF LBE PARTICIPATION REQUIREMENT

REQUEST
DATE:

BID OR PROJECT:

REQUESTING DEPARTMENT:

DEPARTMENT CONTACTS:

In acc
ordance with the Local Business Enterprise (LBE) program requirements:

Cit
y departments shall require a five percent (5%) LBE participation level in City procurement opportunities for services or public projects of $250,000 or greater unless a waiver or reduction of the participation level is approved.

Request
s for waivers or reductions to the minimum LBE participation level, for a specific bid or project, must be approved by a department director in advance of advertising the solicitation. Approved waivers must be described in the LBE section of City Council staff reports and be forwarded to the Procurement Services Division as an attachment to requisitions.

Reasons
for requesting this modification are as follows:

Lack of quali
fied vendor availability (A waiver may be considered if fewer than three qualified local vendors are available to provide the services.)
Other
conditions where a waiver or reduction is in the City’s best interest (A “best interest” consideration may include factors such as sole-brand, timeliness, cost, trade- in, maintenance, or warranty issues.)
WAI
VER OR REDUCTION IS HEREBY GRANTED FOR THE 5% LBE PARTICIPATION REQUIREMENT. ADVERTISEMENT OF THIS PROCUREMENT OPPORTUNITY MAY COMMENCE AFTER APPROVAL BY THE DEPARTMENT DIRECTOR.
_______________
__________________ ____________________________
Project Manager Approving Department Director
June 16, 2022
_______________________ June16,2022________________
Date Date
Lower American River Salmonid Habitat Restoration
Water Forum (CCOMWP)

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-COVER_SHEET.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 1
JUNE 2022
22-1015

SACRAMENTO

COVER SHEET

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C1

CONTACTS

THE WATER FORUM

THE WATER FORUM
cbec, INC.
cbec, INC.

JESSICA LAW, EXECUTIVE DIRECTOR

ERICA BISHOP, PROGRAM MANAGER

CHRIS HAMMERSMARK, PROJECT DIRECTOR

BENJAMIN TABER, PROJECT ENGINEER
(916) 808-1998
(916) 808-1997
(916)
668-5236
(916) 668-5247

LOWER AMERICAN RIVER

SALMONID HABITAT IMPROVEMENT PROGRAM

NIMBUS BASIN

WATER FORUM, CALIFORNIA NATURAL RESOURCES AGENCY, UNITED STATES BUREAU OF RECLAMATION

IN COOPERATION WITH

SACRAMENTO AREA FLOOD CONTROL AGENCY, CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE AND

UNITED STATES FISH AND WILDLIFE

LOCATION MAP

CONTACTS

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE
C1 COVER SHEET
C2 HAUL ROUTE
C3 PROJECT OVERVIEW
C4 GRADING PLAN
C5 SEEDING PLAN
C6 PROFILE VIEW
C7 SECTION VIEW 1
C8 SECTION VIEW 2
C9 SECTION VIEW 3
C10 LWM STRUCTURE DETAILS
C11 GENERAL NOTES
C12 QUANTITIES
SUNRISE BLVD.

HIGHWAY 50

LAKE NATOMA
LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

GRADING EXTENTS

GRADING BREAKLINE
SPOT ELEVATIONXX.X
4"+ COBBLE

EXCESS MATERIAL

LARGE WOODY MATERIAL (LWM)

ORDINARY HIGH WATER MARK

PROJECT BOUNDARY

FLOODWAY BOUNDARY - NOT A LEVEE

CONTOURS AND ELEVATIONS SHOWN ON PLANS PROVIDED BY SITE SURVEY TIED INTO NATIONAL GEODETIC SURVEY CONTROL POINT DH6482 LOCATED AT LAT:38°35'23.61", LONG:121°17'18.8" WITH A PUBLISHED ELEVATION OF 99.9 FT (NAVD88, GEOID 12A). OUTLYING TOPOGRAPHY IS REFERENCED TO THE 2017 WATER FORUM AND SAFCA LIDAR DATASET X
#

INDICATES SECTION LABEL

INDICATES SHEET NUMBER

IN WHICH SECTION APPEARS

NIMBUS BASIN

PROJECT BOUNDARY

NIMBUS BASIN

PROJECT BOUNDARY

VICINITY MAP
HAZEL AVE.
3/8" - 4" SPAWNING GRAVEL

SAILOR BAR LARGE WOODY MATERIAL

HABITAT FEATURE ELEMENT STOCKPILE AREA

MISSISSIPPI BAR COBBLE/GRAVEL STOCKPILE AREA

NIMBUS BASIN PROJECT BOUNDARY
APPROXIMATE HYDRANT LOCATION 1,500 FEET WEST

OF FOLSOM STATE RECREATION AREA ENTRANCE

ACCESS GATE

WINDING WAY

ILLINOIS AVENUE

NIMBUS DAM

LOWER AMERICAN RIVER

ACCESS ROAD

HAZEL AVENUE

SUNSET AVENUE
4"+ COBBLE STOCKPILE AREA
3/8" - 4" SPAWNING

GRAVEL STOCKPILE AREA
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-HAUL_ROUTE.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 2
JUNE 2022
22-1015

SACRAMENTO

HAUL ROUTE

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C2
LEGEND

HAUL ROUTE

MISSISSIPPI BAR AREA OF POTENTIAL EFFECTS (APE)
0 1500 FT
1" = 500'
500 1000
NOTES:
1) SAILOR BAR STOCKPILE AREA
a) THE HABITAT FEATURE ELEMENTS MENTIONED IN C10 - LWM STRUCTURE DETAILS AND SPECIFICATIONS ARE TO BE PICKED UP FROM

THE SAILOR BAR LARGE WOODY MATERIAL HABITAT FEATURE ELEMENT STOCKPILE AREA AND DROPPED OFF AT THE PROJECT SITE VIA THE HAUL ROUTE BY THE CONTRACTOR.
2) MISSISSIPPI BAR STOCKPILE AREA
a) THE 4"+ COBBLE AND 3/8" - 4" SPAWNING GRAVEL ARE TO BE PICKED UP FROM MISSISSIPPI BAR AND DROPPED OFF AT THE SITE VIA THE HAUL ROUTE BY THE CONTRACTOR.
` b) CONTACT RICHARD PRESTON-LEMAY FOR GATE ACCESS AT BEGINNING OF PROJECT. (916) 988-0205 c) THE CONTRACTOR SHALL PLACE THEIR OWN LOCK ON THE GATE FOR ACCESS DURING CONSTRUCTION, IN CONSULTATION WITH STATE PARKS RANGER STAFF.
d)
GATE MUST BE LOCKED OVERNIGHT. DURING WORK HOURS, THE GATE CAN REMAIN UNLOCKED ONLY IF AN EMPLOYEE IS POSTED AT THE ENTRANCE TO PREVENT PRIVATE VEHICLES FROM ENTERING, AT THE REQUEST OF STATE PARKS RANGER STAFF. e) CONTRACTOR SHALL ACCESS THE FAIR OAKS WATER DISTRICT (FOWD) HYDRANT APPROXIMATELY 1,500 FEET WEST OF THE ENTRANCE GATE TO FOLSOM STATE RECREATION AREA, ALONG SUNSET AVENUE. CONTRACTOR SHALL ARRANGE ACCESS FOR USE OF A FOWD CONSTRUCTION WATER METER DURING THE GRAVEL HAUL.

NIMBUS BASIN PROJECT BOUNDARY

SAILOR BAR LARGE WOODY MATERIAL HABITAT FEATURE ELEMENT STOCKPILE AREA 4"+ COBBLE STOCKPILE AREA
3/8" - 4" SPAWNING GRAVEL STOCKPILE AREA

ACCESS ROAD

RM 22.2 RIFFLE 3/8" - 4" SPAWNING GRAVEL FILL AREA
0 CY CUT
3,021 CY FILL
RM 22.2 SIDE CHANNEL

AND FLOODPLAIN

GRADING AREA
1,903 CY CUT
0 CY FILL

STAGING AREA

PAVED ACCESS ROAD (SEE NOTE)

FLOODWAY BOUNDARY - NOT A LEVEE

ORDINARY HIGH WATER MARK

PROJECT BOUNDARY
RM 22.2 EXCESS MATERIAL AREA (TYP.)
0 CY CUT
1,903 CY FILL

EXCLUSION FENCE
RM 22.2 SIDE CHANNEL 3/8" - 4" SPAWNING GRAVEL FILL AREA 0 CY CUT
429 CY FILL
RM 22.2 RIFFLE 4"+ COBBLE FILL AREA
0 CY CUT
773 CY FILL

RIPRAP LINED RACEWAY

CONCRETE CHECK WEIR

CONCRETE FISH LADDER

ENCLOSED BY CHAIN LINK FENCING

ENTRANCE GATE

BIKE TRAIL
CREW PARKING ALLOWED IN THIS LOT.

CREW PARKING IS NOT ALLOWED
THROUGH THE AQUATIC CENTER GATE..

LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-SHEET_LAYOUT_PLAN.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 3
JUNE 2022
22-1015

SACRAMENTO

PROJECT OVERVIEW

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C3
LEGEND
RIFFLE & SIDE CHANNEL 3/8" - 4" GRAVEL FILL AREA

SIDE CHANNEL & FLOODPLAIN GRADING AREA

EXCESS MATERIAL PLACEMENT AREA
0 240 FT
1" = 80'
80 160
NOTES:
1) CONTRACTOR SHALL OBTAIN MATERIAL (VOLUMES SHOWN) FOR RIFFLE CREATION AND SIDE CHANNEL FILL AREA FROM MISSISSIPPI BAR BORROW AREA. 2) PROTECT EXISTING ACCESS ROAD. CONTRACTOR SHALL RESTORE ANY AND ALL DAMAGES TO THE EXISTING ACCESS ROAD DURING CONSTRUCTION TO ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE.

STAGING AREA

ACCESS ROAD
RIFFLE 4"+ COBBLE FILL AREA

CREW PARKING

0+00
1+00
2+00
3+00
3+28
0+00
1+00
2+00
3+00
4+00
5+006+00
0+00
1+00
2+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00

LOWER AMERICAN RIVER
RM 22.2 RIFFLE ALIGNMENT
RM 22.2 SIDE CHANNEL 1 ALIGNMENT
RM 22.2 SIDE CHANNEL 3 ALIGNMENT

GRADING EXTENTS (TYP)

FLOODPLAIN
DEGRADE 3
EXCESS MATERIAL (TYP. SEE NOTE)
RM 22.2 SIDE CHANNEL 2 ALIGNMENT
INSTALL LARGE WOODY MATERIAL (LWM), TYP.

VERIFY IN FIELD BY ENGINEER, SEE DETAIL
C10.

PROJECT BOUNDARY

LOWER AMERICAN RIVER FLOODWAY
RM 22.2 RIFFLE

DOWNSTREAM RIFFLE
CREST ELEVATION: 81.00'
INSTALL SORTED COBBLE 4"+ MINIMUM,
APPROXIMATELY 50 FT UPSTREAM OF GRADE
BREAK TO GRADING DAYLIGHT. VERIFY IN FIELD.

UPSTREAM RIFFLE CREST
ELEVATION: 81.00'

ORDINARY HIGH WATER MARK

FLOODPLAIN
DEGRADE 1
FLOODPLAIN DEGRADE 2
INSTALL SORTED 3/8" - 4"

SPAWNING GRAVEL

GRADING EXTENT

GRADING EXTENT
INSTALL SORTED 3/8" - 4"

SPAWNING GRAVEL
INSTALL SORTED 3/8" - 4"

SPAWNING GRAVEL

2.6%

2.2%

2.8%

3.3% 5.0%

0.1%

0.2%

0.2%

81.6 81.3

80.5 79.2

82.0 3:1
3:1
3:1
3:1
3:1
3:1
3:1
10:1
10:1
80 80

80.9 80.3
8383
83 8282
82 0.0%

81.0 81.0
3:1
3:1

0.0%

FLOODWAY BOUNDARY - NOT A LEVEE

NIMBUS DAM
145 140
135
130
125
120 115 110
105
85 85
80 85
80 75
70 75
80 80
75 80
75 80
D
E
F
G
H
I
J
K
C
A
B
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-PLAN.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 4
JUNE 2022
22-1015

SACRAMENTO

GRADING PLAN

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C4
0 120 FT
1" = 40'
40 80

HORIZONTAL SCALE
NOTES:
1) CONTRACTOR SHALL PLACE EXCESS MATERIAL FROM SIDE CHANNEL AND FLOODPLAIN GRADING ON SITE IN LOCATIONS SHOWN ON THIS SHEET. CONTOURS SHOWN ARE APPROXIMATE. PROVIDE SMOOTH GRADE INTO EXISTING TOPOGRAPHY. EXCESS MATERIAL SHALL BE PLACED NO HIGHER THAN 2.5 FEET WITH MAXIMUM 3:1 SIDE SLOPES.
2) MINOR FIELD FIT SHALL BE REQUIRED TO MINIMIZE IMPACT TO TREES, PER OWNER'S REPRESENTATIVE FROM EARTHWORK SECTION OF

SPECIFICATIONS

LOWER AMERICAN RIVER

GRADING EXTENTS (TYP)

FLOODPLAIN
DEGRADE 3

PROJECT BOUNDARY

LOWER AMERICAN RIVER FLOODWAY
RM 22.2 RIFFLE

ORDINARY HIGH WATER MARK

FLOODPLAIN
DEGRADE 1
FLOODPLAIN DEGRADE 2

GRADING EXTENT

GRADING EXTENT

2.6%

2.2%

2.8%

3.3% 5.0%

0.1%

0.2%

0.2%

81.6 81.3

80.5 79.2

82.0 3:1
3:1
3:1
3:1
3:1
3:1
3:1
10:1
10:1
80 80

80.9 80.3
8383
83 8282
82 0.0%

81.0 81.0
3:1
3:1

0.0%

FLOODWAY BOUNDARY - NOT A LEVEE

NIMBUS DAM
145 140
135
130
125
120 115 110
105
85 85
80 85
80 75
70 75
80 80
75 80
75 80
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-SEEDING_PLAN.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 5
JUNE 2022
22-1015

SACRAMENTO

SEEDING PLAN

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C5
0 120 FT
1" = 40'
40 80

HORIZONTAL SCALE
NOTES:
1) CONTRACTOR SHALL PLANT NATIVE SEED MIX AND APPLY NATIVE GRASS STRAW IN ALL GRADING ABOVE OF THE WATER LINE, PER SPECIFICATIONS.

LEGEND
SEEDING AREA (1.7 ACRES)

ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
100Pct_Riffle_Alignment PROFILE
74 76
78 80
82 74
76 78
80 82
0+00 1+00 2+00 3+00 4+00 5+00 5+50
ELEV:81.0 ELEV:81.0

EXISTING GROUND (TYP)

DIRECTION OF FLOW
INSTALL SORTED COBBLE 4"+ MINIMUM,
APPROXIMATELY 50 FT UPSTREAM OF GRADE
BREAK. (THIS VIEW IS AT SKEW). SEE SHEET C4.

FINISHED GRADE (TYP)

0.0%
INSTALL SORTED 3/8" - 4"

SPAWNING GRAVEL

SLOPES MAY VARY, PROVIDE SMOOTH

TRANSITION TO EXISTING GROUND

SLOPES MAY VARY, PROVIDE SMOOTH

TRANSITION TO EXISTING GROUND

10.0%

10.0%
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
100Pct_SC_1_Alignment PROFILE
76 78
80 82
76 78
80 82
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 ELEV:81.6 ELEV:81.3
ELEV:80.5 ELEV:80.0

DIRECTION OF FLOW

0.1%

0.2%

2.0%
3:14.4%
INSTALL SORTED 3/8" - 4"

SPAWNING GRAVEL

SLOPES MAY VARY, PROVIDE SMOOTH

TRANSITION TO EXISTING GROUND
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
100Pct_BiSC_Alignment PROFILE
78 80
82 84
78 80
82 84
0+00 1+00 2+00 3+00 3+25
ELEV:81.0
ELEV:80.30.2%

DIRECTION OF FLOW
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
100Pct_RISC_Alignment PROFILE
78 80
82 84
78 80
82 84
0+00 1+00 2+00
ELEV:81.0 ELEV:81.0

0.0%
CONNECTION INTO RM 22.2 RIFFLE

DIRECTION OF FLOW
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-PROFILES.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 6
JUNE 2022
22-1015

SACRAMENTO

PROFILE VIEW

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C6
0 120 FT
1" = 40'
40 80 0 12 FT
1" = 4'
4 8

HORIZONTAL SCALEVERTICAL SCALE
RM 22.2 RIFFLE PROFILE-
C3 SCALE: H1" = 40'; V1" = 4'
RM 22.2 SIDE CHANNEL 3 PROFILE-
C3 SCALE: H1" = 40'; V1" = 4'
RM 22.2 SIDE CHANNEL 1 PROFILE-
C3 SCALE: H1" = 40'; V1" = 4'
RM 22.2 SIDE CHANNEL 2 PROFILE-
C3 SCALE: H1" = 40'; V1" = 4'

ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
76 78
80 82
76 78
80 82
0+00 1+00 2+00 3+00 3+21
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
76 78
80 82
76 78
80 82
0+00 1+00 2+00 3+00 3+25
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
76 78
80 82
76 78
80 82
0+00 1+00 2+00 3+00 3+25

FINISHED GRADE (TYP)
INSTALL SORTED 3/8" - 4" SPAWNING GRAVEL
INSTALL SORTED 3/8" - 4" SPAWNING GRAVEL
INSTALL SORTED COBBLE, 4"+ MINIMUM.

EXISTING GROUND (TYP)
ELEV:81.0 ELEV:81.0
ELEV:81.0 ELEV:81.0

0.0%

0.0%

0.0%
ELEV:81.0 ELEV:81.0
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-SECTIONS.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 7
JUNE 2022
22-1015

SACRAMENTO
SECTION VIEW 1

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C7

SECTION BB
C3 SCALE: H1" = 20'; V1" = 2'

SECTION AA
C3 SCALE: H1" = 20'; V1" = 2'

SECTION CC
C3 SCALE: H1" = 20'; V1" = 2'
0 60 FT
1" = 20'
20 40 0 6 FT
1" = 2'
2 4

HORIZONTAL SCALEVERTICAL SCALE

ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
80 82
84 86
88 90
80 82
84 86
88 90
0+00 1+00 1+65
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
78 80
82 84
86 78
80 82
84 86
0+00 0+85
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
80 82
84 86
88 90
80 82
84 86
88 90
0+00 1+00 1+93
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
78 80
82 84
86 78
80 82
84 86
0+25 1+00
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
78 80
82 84
86 78
80 82
84 86
0+35 1+00 2+00 2+10
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
78 80
82 84
86 78
80 82
84 86
0+00 0+78
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
78 80
82 84
78 80
82 84
0+00 1+00 2+00 2+10
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
80 82
84 86
80 82
84 86
0+00 1+00 1+50
3:1
3:1

28.2'

0.0%
3:1

3.9% 3.9%
3:1

0.0%
3:1

2.9%
3:1
3:1

0.0%

0.0%

0.0%

0.0%
3:1
3:1

0.0%
3:1 3:1
3:1

0.0%
3:1

0.0%

0.0%
3:1
3:10.0% 0.0%
3:1

55.4'

36.0'

27.1'

22.7'

15.3'

15.8'

19.6'

29.6'

88.1'

80.4'
EXCESS MATERIAL FILL. VERIFY IN FIELD.

PROVIDE SMOOTH TRANSITION TO
SURROUNDING TOPOGRAPHY. EXCESS

MATERIAL SHALL BE PLACED NO HIGHER
THAN 2.5 FEET WITH 3:1 SIDE SLOPES.

INSTALL SORTED 3/8" - 4" SPAWNING GRAVEL (TYP.).

FINISHED GRADE (TYP)

EXISTING GROUND (TYP)
ELEV:84.0
ELEV:84.0
ELEV:81.4
ELEV:81.0
ELEV:80.4
ELEV:80.9
ELEV:82.0
ELEV:83.0
ELEV:80.2
ELEV:80.6
ELEV:80.4
ELEV:80.0
ELEV:82.0
ELEV:80.3
ELEV:82.0
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-SECTIONS.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 8
JUNE 2022
22-1015

SACRAMENTO
SECTION VIEW 2

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C8

SECTION DD
C3 SCALE: H1" = 20'; V1" = 2'

SECTION EE
C3 SCALE: H1" = 20'; V1" = 2'

SECTION JJ
C3 SCALE: H1" = 20'; V1" = 2'

SECTION KK
C3 SCALE: H1" = 20'; V1" = 2'
0 60 FT
1" = 20'
20 40 0 6 FT
1" = 2'
2 4

HORIZONTAL SCALEVERTICAL SCALE
NOTES:
1) EXCESS MATERIAL FROM SIDE CHANNEL AND FLOODPLAIN EXCAVATION. PROVIDE SMOOTH TRANSITION INTO EXISTING TOPOGRAPHY. VERIFY PLACEMENT IN FIELD.

SECTION FF
C3 SCALE: H1" = 20'; V1" = 2'

SECTION II
C3 SCALE: H1" = 20'; V1" = 2'

SECTION HH
C3 SCALE: H1" = 20'; V1" = 2'

SECTION GG
C3 SCALE: H1" = 20'; V1" = 2'

ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
76 78
80 82
84 76
78 80
82 84
0+00 1+00 2+00 2+10
ELEVATION (NAVD88, FT)
ELEVATION (NAVD88, FT)

STATION
80 82
84 86
88 90
80 82
84 86
88 90
0+00 1+00 1+66

44.0'

20.5'
89'
3:1
Horizontal
3:1
Horizontal
3:1
Horizontal 3:1
3:1
Horizontal

EXISTING GROUND (TYP)

FINISHED GRADE (TYP)
INSTALL SORTED 3/8" - 4" SPAWNING GRAVEL (TYP.).

LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-SECTIONS.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 9
JUNE 2022
22-1015

SACRAMENTO
SECTION VIEW 3

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C9

SECTION KK
C3 SCALE: H1" = 20'; V1" = 2'

SECTION LL
C3 SCALE: H1" = 20'; V1" = 2'
0 60 FT
1" = 20'
20 40 0 6 FT
1" = 2'
2 4

HORIZONTAL SCALEVERTICAL SCALE

TRENCH EXCAVATE IN BANK AS NEED TO PLACE ANCHOR LOG.

BACKFILL WITH NATIVE ALLUVIUM FROM TRENCH EXCAVATION.

TYPE 2 LWM STRUCTURE LOG INSTALLATION DETAIL2
C3

INSTALL LOGS SO ANCHOR LOG

LAYS FLUSH WITH GROUND

TIE ROPE AROUND ANCHOR LOG AND
ROOTWAD, SEE DETAIL 3.

PLAN VIEW

SIDE VIEW
flow

TOE OF SIDE

CHANNEL BANK
TOP OF

SIDE CHANNEL BANK
TYPE 2 LWM STRUCTURE PLAN
1" = 10'
1 C3

1. SECURE MANILA ROPE TO ANCHOR LOG

2. WRAP FEATURE LOG 2 TIMES MINIMUM.

3. USE CLOVE HITCH TO SECURE ROPE.

4. LEAVE 1 FT MIN TAG END OF ROPE AND SECURE TO FEATURE ELEMENT WITH STAPLES, MIN 2 IN EMBEDMENT.
1 INCH MANILA ROPE

LOG TO LOG CONNECTION DETAIL WITH MANILLA ROPE

NOT TO SCALE
3 C3

ANCHOR LOG

DOWNSTREAM ORIENTATION

HABITAT FEATURE ELEMENT

UPSTREAM ORIENTATION

INSTALL ANCHOR LOG
-10 DEGREES FROM HORIZONTAL

ANCHOR LOG MINIMUM
25', 18 DBH

THOROUGHLY FILL AND COMPACT NATIVE

MATERIAL IN LOG HAUNCHES
1" = 10'
30°
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-LWM_DETAILS.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 10
JUNE 2022
22-1015

SACRAMENTO

LWM STRUCTURE DETAILS

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C10
LARGE WOODY MATERIAL STRUCTURE NOTES:

1. EACH LWM STRUCTURE WILL CONSIST OF A MINIMUM OF TWO LWM ELEMENTS:

A) ANCHOR LOG - TO BE INSTALLED FIRST, SHALL HAVE A DBH OF 10 TO 18 INCHES AND AN OVERALL LENGTH BETWEEN 25 AND 30 FT.

B) HABITAT FEATURE ELEMENT - TO BE FASTENED SECURELY USING ONE OF THE APPROVED LOG TO LOG FASTENING METHODS SHOWN ON THIS SHEET. HABITAT FEATURE ELEMENTS TO BE APPROVED BY THE PROJECT ENGINEER AND WILL CONSIST OF EITHER:
i)
ROOTWAD ELEMENT - MINIMUM 4 FT OF STEM LENGTH WITH A DIAMETER OF 10 TO 18 INCHES WITH INTACT ROOTWAD.

4. LWM STRUCTURES SHALL BE CONSTRUCTED AT THE LOCATIONS AND ELEVATIONS SHOWN ON SHEET C4 UNDER DIRECTION OF THE OWNER'S REPRESENTATIVE.

5. PRECISE ANCHOR LOG AND HABITAT FEATURE ELEMENT INSTALLATION LOCATION AND ORIENTATION TO BE DIRECTED IN FIELD BY OWNER'S REPRESENTATIVE.

6. ROPED CONNECTIONS TO ANCHOR FEATURE ELEMENTS TO THE BALLAST LOG SHALL BE SECURED WITH 1-IN (MIN.) DIAMETER MANILA ROPE. ALL SLACK SHALL BE REMOVED FROM THE ROPE CONNECTIONS. A CLOVE HITCH SHALL BE TIED AROUND THE HABITAT FEATURE ELEMENT AND CINCHED AS TIGHT AS FEASIBLE. THE TAG END OF THE ROPE SHALL BE TRIMMED TO 1 FT BEYOND KNOT AND FASTENED TO THE FEATURE LOG WITH GALVANIZED STEEL STAPLES WITH MINIMUM OF 2 IN OF EMBEDMENT AS A MEANS TO PREVENT THE ROPE FROM SLIPPING.

LARGE WOODY MATERIAL (LWM) STRUCTURE DETAILS
REVISION 2

LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-GENERAL_NOTES.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 11
MAY 2022
22-1015

SACRAMENTO

GENERAL NOTES

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C11
GENERAL NOTES:

1. THE CONTRACTOR SHALL ATTEND PRE-BID MEETING TO VERIFY CONDITIONS AND TO FULLY UNDERSTAND THE REQUIRED SCOPE OF WORK DELINEATED PER THESE DRAWINGS PRIOR TO GIVING BID PRICE.

2. THIS PROJECT IS LOCATED IN AN ENVIRONMENTALLY SENSITIVE AREA AND WORK SHALL COMPLY WITH ALL PERMIT REQUIREMENTS INCLUDING, BUT NOT LIMITED TO DEWATERING OF THE WORK AREA , AVOIDANCE OF SENSITIVE HABITAT AREAS, AND COORDINATION WITH A BIOLOGICAL MONITOR.

3. THE OWNER'S REPRESENTATIVE IS DEFINED AS ERICA BISHOP, SACRAMENTO WATER FORUM (916) 808-1997, OR BEN TABER, CBEC ECO ENGINEERING (916) 668-5247. WHEN REQUESTING THE PRESENCE OF THE OWNER'S REPRESENTATIVE AT THE PROJECT SITE FOR DESIGN CLARIFICATION, STATE ACCEPTANCE, OR OTHER APPROVALS, THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE, MINIMUM, TO THE OWNER'S REPRESENTATIVE.

4. ELEVATIONS AND CONTOURS SHOWN ON THE PLANS REFERENCE THE NAVD88 VERTICAL DATUM. THE COORDINATES SHOWN ON THE PLANS REFERENCE THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR'S OPERATIONS SHALL BE CONDUCTED TO AVOID DAMAGE TO EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO VEGETATION TO REMAIN, EXISTING POWER LINES, POLES AND TOWERS, ALL EXISTING UTILITY POLES, SIGNS, MANHOLES, FENCES, STRUCTURES AND OTHER FEATURES TO BE PRESERVED WHETHER IDENTIFIED AND FLAGGED OR NOT. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION, AT NO ADDITIONAL COST, DAMAGE TO ANY OF THE ABOVE CONDITIONS RESULTING FROM THE CONTRACTOR'S OPERATION.

7. CARE SHALL BE TAKEN TO PROTECT EXISTING PLANTS, SHRUBS, TREES, LAWN, LANDSCAPE AREAS AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED SHALL BE REPLACED. ALL ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED TO ORIGINAL CONDITION AND TO THE APPROVAL OF THE ENGINEER.

8. LINEWORK SHOWN (EXISTING ROADS, UTILITIES, ETC.) IS APPROXIMATE AND CORRESPONDS TO KNOWN INFRASTRUCTURE AND OBSERVED CONDITIONS.

9. CALL BEFORE YOU DIG! THE CONTRACTOR SHALL CONTACT USA NORTH DIG ALERT AT LEAST TWO (2) WORKING DAYS NOT INCLUDING THE DATE OF NOTIFICATION PRIOR TO DIGGING NEAR UNDERGROUND FACILITIES.

10. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING, OF ANY UNSATISFACTORY CONDITIONS BEFORE THE START OF ANY WORK. THE CONTRACTOR'S WRITTEN DESCRIPTIONS SHALL NOTE THE CHARACTER OF THE UNSATISFACTORY CONDITIONS AND EXTENT OF WORK REQUIRED TO CORRECT SAID CONDITIONS. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK UNTIL THE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED TO THE SATISFACTION OF BOTH THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE.

11. THE CONTRACTOR IS RESPONSIBLE FOR KNOWLEDGE OF AND CONFORMANCE TO ALL PERTINENT FEDERAL, STATE, AND LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ADDITIONAL PERMITS NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT ALL PERMITS REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION OVER THIS WORK ARE SECURED BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE TO ALL REQUIREMENTS AND CONDITIONS OF THESE PERMITS AND THOSE OF GOVERNING CODES AND ORDINANCES.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO ALL WORK PERFORMED UNDER THE CONTRACT.

13. THE CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY A QUALIFIED SWPPP DEVELOPER AND A QUALIFIED SWPPP PRACTITIONER SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH THE SWPPP.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PROJECT SITE IN A SECURE, NEAT AND ORDERLY CONDITION, FREE OF RUBBISH AND DEBRIS, AT ALL TIMES. ALL REFUSE SHALL BE DISPOSED OF BY THE CONTRACTOR AT A LEGAL LANDFILL FACILITY (OFF-SITE).

15. ALL LUBRICATION, REFUELING OR MAINTENANCE OF EARTHMOVING OR OTHER CONSTRUCTION VEHICLES SHALL BE DONE WITH APPROVED CONSTRUCTION STAGING AREAS ONLY. STAGING AREAS SHALL BE SET UP TO THE SATISFACTION O FTHE OWNER'S REPRESENTATIVE AND THE FIRE DEPARTMENT AND IN COMPLIANCE THE THE SWPPP. IN NO CASE SHALL REFUELING BE DONE WITH 5 FEET OF WETLANDS OR EXISTING DRAINAGE. FUEL STORED ON THE SITE SHALL HAVE A CONTAINMENT AREA MEETING SWPPP AND ALL APPLICABLE CODE REQUIREMENTS.

16. THE CONTRACTOR SHALL NOTIFY THE GOVERNOR'S OFFICE OF EMERGENCY SERVICES WARNING CENTER WHEN SPILLS OCCUR ON SITE. ANY FUEL, OIL OR OTHER MATERIAL SPILLS SHALL BE CLEANED UP AND DISPOSED OF PROPERLY AT AN APPROVED DISPOSAL SITE AND IN COMPLIANCE WITH THE SWPPP. THIS DISPOSAL INCLUDES SOIL AND OTHER ITEMS CONTAMINATED FROM THE SPILL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPORTING AND CLEANUP OF SUCH SPILLS.

17. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE GENERAL PUBLIC, WORKERS, AND THE WORK, AND TO PROVIDE FOR THE PROPER AND CONTINUOUS SAFE ROUTING OF VEHICLE AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS. THE USE OF FLAGGERS, BARRICADES AND CONSTRUCTION SIGNING SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES (CA-MUTCD).

18. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF SACRAMENTO CONSTRUCTION STANDARDS AND THE CONTRACT SPECIFICATIONS AS IT PERTAINS TO THE WORK DEPICTED HEREIN. THE CITY OF SACRAMENTO CONSTRUCTION STANDARDS AS APPLIES TO THE PROJECT SHALL BE THE CURRENT VERSION AS POSTED ON THE CITY OF SACRAMENTO WEBSITE.

19. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMING TO THE PREVAILING SET OF CONSTRUCTION DRAWINGS, REVISIONS, AND CHANGE ORDERS. THE CONTRACTOR SHALL HAVE NO LESS THAN (1) SET OF THE AFOREMENTIONED DOCUMENTS AT THE PROJECT SITE AT ALL TIMES. THE CONTRACTOR SHALL HAVE COPIES OF ALL PERMITS AND THE STORM WATER POLLUTION PREVENTION PLAN AT THE PROJECT SITE AT ALL TIMES.

20. PRIOR TO TRENCH EXCAVATION, THE CONTRACTOR SHALL POTHOLE ALL UTILITIES TO BE CROSSED TO VERIFY THAT NO GRADE CONFLICTS EXIST.

21. ALL TRENCHING AND BACK FILLING SHALL BE IN ACCORDING WITH THE CITY OF SACRAMENTO CONSTRUCTION STANDARDS OR AS SHOWN IN THE CONSTRUCTION DETAILS ELSEWHERE IN THE PLANS. TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED. THE CONTRACTOR SHALL NOTIFY THE COUNTY OF SACRAMENTO ELECTRIC UTILITY PRIOR TO EXCAVATING CLOSER THAN EIGHT FEET TO AN EXISTING UTILITY POLE.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. SUCH DRAWINGS SHALL RECORD THE LOCATION AND AS-BUILT CONDITION OF ALL PROJECT ELEMENTS. COPIES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE PRIOR TO THE ACCEPTANCE OF THE WORK AS INDICATED IN THE SPECIFICATIONS.

23. THE SITE SHALL BE FREE OF ALL TRASH, CONSTRUCTION DEBRIS AND EQUIPMENT BEFORE THE FINAL ACCEPTANCE OF THE PROJECT CONSTRUCTION BY THE OWNER'S REPRESENTATIVE.

GENERAL NOTES
REVISION 2
CONSTRUCTION NOTES:

1. BEFORE THE START OF ANY MOBILIZATION OPERATIONS AT THE SITE, THE CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH LOCATIONS AND BOUNDARIES OF ALL PROPERTY LINES AND EASEMENTS SHOWN IN THE PLANS.

2. IN GENERAL, THE WORK SHALL BE SEQUENCED AND PERFORMED IN A MANNER THAT MINIMIZES IMPACTS TO THE RIVER, EXISTING VEGETATION, AQUATIC AND RIPARIAN ECOSYSTEM, THE PROJECT SITE, ADJACENT PRIVATE PROPERTY, AND INFRASTRUCTURE.

3. THE CONTRACTOR SHALL STAKE FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING CONSTRUCTION ACTIVITIES, THE LOCATIONS OF EACH OF THE CHANNELS, AND BRIDGES AND RAMP STRUCTURES INCLUDING LENGTHS, WIDTHS, ORIENTATION AND ELEVATIONS, TEMPORARY ACCESS ROADS, TEMPORARY DEWATERINNG COFFERDAMS, AND ALL GRADING/EXCAVATION EXTENTS.

4. THE CONTRACTOR SHALL STAKE CLEARING LIMITS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AT LEAST 5 WORKING DAYS PRIOR TO COMMENCING CLEARING ACTIVITIES. CLEARING FOR CONSTRUCTION SHALL BE LIMITED TO THE AREA REQUIRED FOR SAFE EQUIPMENT OPERATION AND SHALL MINIMIZE THE AREA OF DISTURBANCE. CLEARING LIMITS SHALL NOT BE ALTERED OR EXPANDED WITHOUT THE APPROVAL FROM THE OWNER'S REPRESENTATIVE.

5. TREES AND BRUSH NOT SHOWN ON THESE PLANS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE OWNER'S REPRESENTATIVE AND BIOLOGICAL MONITORS SHALL IDENTIFY AND FLAG ALL TREES TO BE PROTECTED FROM DAMAGE PRIOR TO CONSTRUCTION.

6. ALTERATION OR DISTURBANCE OF THE CHANNEL, FLOODPLAIN AND ANY BANK AND FLOODPLAIN VEGETATION SHALL BE MINIMIZED TO THAT NECESSARY TO CONSTRUCT THE PROJECT, THE CONTRACTOR SHALL KEEP DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS SHOWN IN THE PLANS UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.

7. CONSTRUCTION MATERIAL AND EQUIPMENT STAGING AREAS SHALL BE LOCATED AS SHOWN IN THESE PLANS. CONSTRUCTION EQUIPMENT SHALL NOT BE STORED OUTSIDE OF IDENTIFIED STORAGE AREAS, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION MATERIALS FROM DAMAGE AT ALL TIMES. EQUIPMENT TO BE STORED OVERNIGHT SHALL BE STORED IN THE INDICATED STAGING AREAS.

8. TO PREVENT THE INTRODUCTION OF PLAN PATHOGENS, PRIOR TO MOBILIZATION ON-SITE, CONTRACTOR SHALL DECONTAMINATE THEIR EQUIPMENT:

8.1. VEHICLES, HEAVY MACHINERY, AND LARGE TOOLS (SUCH AS EXCAVATORS, TRENCHERS, GRADERS, INCLUDING TREES, TRACKS, UNDERCARRIAGE OF ON-SITE VEHICLES, AND THEIR TOOLS AND IMPLEMENTS) SHALL BE CLEANED FREE OF DEBRIS AND SOIL WITH HIGH PRESSURE WASHER AND/OR COMPRESSED AIR FROM ANY PRIOR WORK SITE PRIOR TO ARRIVING AT THE PROJECT SITE.

8.2. FOOTWEAR AND SMALL TOOLS (SUCH AS HAND TOOLS, SHOVELS, TROWELS, HOES, AND PERSONNEL BOOT) SHALL BE THOROUGHLY CLEANED OF DEBRIS AND SOIL THEN WIPED WITH SEVENTY PERCENT (70%) ETHANOL OR ISOPROPANOL PRIOR TO USE WITHIN THE PROJECT SITE.

8.3. EQUIPMENT AND TOOLS MOVED OFF-SITE AND RETURNED FOR LATER USE WILL AGAIN REQUIRE DECONTAMINATION BY THE CONTRACTOR.

9. EQUIPMENT SHALL BE CHECKED AT THE BEGINNING AND END OF EACH WORKDAY FOR LEAKS.

10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO PETROLEUM PRODUCTS, HYDRAULIC FLUID, SEDIMENTS, CHEMICALS OR ANY OTHER TOXIC MATERIALS ARE ALLOWED TO ENTER OR LEACH INTO THE RIVER, SIDE CHANNEL, WETLANDS, OR FLOODPLAIN.

11. IF AT ANYTIME DURING CONSTRUCTION, FISH ARE OBSERVED IN DISTRESS, A FISH KILL IS OBSERVED, OR WATER QUALITY PROBLEMS DEVELOP, OPERATIONS SHALL CEASE AND THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. WORK SHALL NOT RESUME UNTIL FURTHER APPROVAL BY A BIOLOGICAL MONITOR.

12. EROSION AND SEDIMENT CONTROL METHODS SHALL BE USED TO PREVENT SILT FROM ENTERING THE RIVER DUE TO CONSTRUCTION. ALL ACCESS POINTS TO THE CHANNEL WILL BE RE-CONTOURED BACK TO PRE-PROJECT CONDITIONS AND FINISHED WITH EROSION CONTROL FABRIC AND RIPARIAN PLANTINGS UPON COMPLETION OF THE CONSTRUCTION.

13. IF HIGH FLOW CONDITIONS THAT MAY CAUSE SILTATION, EROSION, OR A DANGEROUS WORK ENVIRONMENT ARE ENCOUNTERED DURING CONSTRUCTION, WORK SHALL STOP UNTIL HIGH FLOWS SUBSIDE, OWNER'S REPRESENTATIVE WILL APPROVE AND PROVIDE NOTIFICATION TO THE CONTRACTOR TO RESUME CONSTRUCTION ACTIVITY.

SUMMARY OF QUANTITIES

ITEM QUANTITY UNIT
MOBILIZATION 1 LS
CONSTRUCTION SURVEYING 1 LS
SITE SECURITY 1 LS

PREPARE & IMPLEMENT
SWPPP 1 LS

ESTABLISH CONSTRUCTION

ACCESS INCLUDING HAUL
ROADS
1 LS

RESTORATION OF STAGING

AREAS AT END OF

CONSTRUCTION
1 LS

RESTORATOIN OF EXISTING

ROAD TO PRE-PROJECT

CONDITOINS
1 LS

TURBIDITY TESTING &
REPORTING 1 LS

TURBIDITY MANAGEMENT
PLAN & IMPLEMENTATION 1 LS
GRADING - CUT (EXCAVATION) 1903 CY
EXCESS MATERIAL PLACEMENT 1903 CY
GRADING - 3/8" - 4"

SPAWNING GRAVEL

PLACEMENT
3449 CY
GRADING - 4"+ COBBLE
PLACEMENT 773 CY

LARGE WOODY MATERIAL
INSTALLATIONS 30 EA
SEEDING 1.7 AC
IMPORT 3/8" - 4" SPAWNING
GRAVEL 1 LS
IMPORT 4"+ COBBLE 1 LS

IMPORT HABITAT ELEMENT
STUMPS 1 LS
LOCATION: D:\Projects\20-1045\400_Technical_Data\Nimbus_Basin\403_CAD\_DWGS\Production\100PctSpecs\NB-100PctSpec-QUANTITIES.dwg PLOT:6/10/2022 OF

JOB NUMBER
DATE
SHEET

REVISION NOTES

DOCUMENT RELEASEDESIGNED
DRAWN

REVIEWED

APPROVED

USE OF DOCUMENTS

THIS DOCUMENT, INCLUDING

THE INCORPORATED

DESIGNS, IS AN INSTRUMENT

OF SERVICE FOR THIS

PROJECT AND SHALL NOT BE

USED FOR ANY OTHER

PROJECT WITHOUT THE

WRITTEN AUTHORIZATION
OF cbec, inc.

CLIENT: PREPARED BY:

A B C D E
1 2
3 4
12 12
JUNE 2022
22-1015

SACRAMENTO

SUMMARY OF QUANTITIES

AT NIMBUS BASIN

IMPROVEMENT PROGRAM

LAR SALMONID HABITAT

CALIFORNIA
(916) 808-1993
SACRAMENTO, CA 95811
1330 21ST ST, SUITE 103

WATER FORUM

SACRAMENTO
CH
BT/CH
EMP
BT 100% DESIGN
C12
REVISION 2

LOW

ER AMERICAN RIVER SALMONID HABITAT

IMPROVEMENT PROGRAM

NIMBUS BASIN PROJECT - TECHNICAL SPECIFICATIONS
Pre
pared for: Sacramento Water Forum
Prepared by: Benjamin Taber, P.E., cbec, Inc.

06/01/2022
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GENERAL CONDITIONS
SECTION 01 00 00

GENERAL CONDITIONS
PART 1- GENERAL

1.1 SUMMARY
A. Provide all material, labor, and equipment necessary to implement the Sacramento Water Forum’s Salmonid Habitat Improvement Program - Nimbus Basin Project in Ranch Cordova, California. Work includes but is not limited to temporary fence installation, hauling gravel and cobble, excavation, fill placement, spoils placement, SWPPP preparation and implementation, hauling and installation of large woody material (LWM).

B. Procurement and installation, adherence to permit requirements, turbidity testing and logging, seeding and disturbance restoration.

C. Provide all materials and components necessary to result in 100 percent complete construction of work and restoration of grounds shown on Drawings and detailed in Specifications.

1.2 LOCATION OF THE WORK
A. Physical location of the work is within Nimbus Basin on the Lower American River between Nimbus Dam and the Hazel Avenue Bridge, Rancho Cordova, CA. Access to project boundary is via the end of Gold Country Blvd. and the entrance to the Sacramento State Aquatic Center (38°38'03.2"N 121°13'18.8"W).

B. Physical location of the Mississippi Bar gravel/cobble stockpile area (38° 38' 57.1704N, 121° 12’ 25.0812”W) is upstream of Nimbus Dam and north of Lake Natoma. Access to Mississippi Bar gravel/cobble stockpile area can be achieved via Sunset Avenue to Main Avenue Trailhead. The gravel/cobble haul route at Mississippi Bar is the existing trail heading southwest at the intersection of Sunset Avenue and Main Avenue to the gravel/cobble stockpiles.

C. Physical location of the Sailor Bar LWM stockpile area (38° 38' 13.2642"N, 121° 14'

17.5302"W) is approximately 800 ft south of the Turtle Pond at Sailor Bar. Access can be achieved via Illinois Avenue.

1.3 TIMING OF THE WORK
A. Construction work - LWM hauling and demobilization shall be restricted to the period between August 29, 2022, and October 7 2022.

B. Hauling of pre-sorted gravel shall take place over a maximum 10-day period between August 29, 2022, and October 7, 2022, weekends and holidays excluded.

1.4 WORK HOURS
A. Nimbus Basin – Monday through Saturday 6AM- 6PM. No noise until after 7 AM. Equipment fueling, maintenance, and other quiet activities may occur from 6AM-7AM. No in-water work weekends or holidays.

B. Mississippi Bar stockpile area- Monday through Friday. 7 AM – 6PM. No weekend access.

C. Sailor Bar stockpile area- Monday through Saturday 6AM - 6PM. No noise until after 7 AM. 06/01/2022
01 00 00 - 2

GENERAL CONDITIONS

1.5 INQUIRIES
A. Questions should be directed to:

Sacramento Water Forum
1330 21st Street
Sacramento, CA 95811
Erica Bishop (916) 808-1997

cbec, inc,
2544 Industrial Blvd.

West Sacramento, CA 95691
Benjamin Taber (916) 668-5247
Chris Hammersmark; (916) 668-5236

1.6 DEFINITIONS
A. Project Owner – Sacramento Water Forum (operating as an administrative unit of the City of Sacramento)
B. Owner – Sacramento Water Forum
C. Property Owners

1. United States Bureau of Reclamation (USBR)
D. Owner's Representative – Staff from Sacramento Water Forum, staff from cbec, inc., other Water Forum contracted consultant
E. Engineer – cbec, inc.

F. Contractor – company owner, supervisor, staff and subcontractors employed to do the work G. Drawings – construction drawings for the project
H. Specifications – these construction specifications for the project I. Work area – area noted on Drawings by a work area boundary J. River – The lower American River

1.7 SPECIAL NOTICES
A. Necessary permits will be provided by Owner.

B. Sacramento Water Forum and Property Owner shall be named as additionally insured.

C. Contractor shall comply with all local state and federal regulations and comply with requirements in the permits, MMRP and SWPPP.

D. Within MMRP, Owner and Owner’s Representative will be responsible for BIO-1, BIO-2, BIO-3, BIO-4, GEO-2, REC-1, REC-2. Contractor is responsible for GEO-1, NOI-1.

E. This project will be constructed during fire season. Contractor shall educate all staff and sub- contractors and shall operate in a manner consistent with standard industry safety requirements to prevent fires caused by Contractor’s operations.

F. Construction work shall comply with all applicable federal, state, and local environmental and biological laws, regulations and permits. This condition applies to, but is not limited to, laws and 06/01/2022
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GENERAL CONDITIONS
regulations governing noise levels, air and water quality standards, and cultural and biological resources.

G. The Owner's Representative shall be given 7 days’ notice prior to start of on-site work.

H. Contractor shall coordinate site access with Owner’s Representative per SECTION 01 55 00 ACCESS AND STAGING. Owner will issue gate keys or open gates so that Contractor can install its own lock. Owner will send access notice to Landowner and associated management based on construction schedule.

I. Contractor will provide a project schedule to Owner's Representative. Owner's Representative will identify key points during construction which require inspection and approval, including but not limited to access plan review, sequencing and travel plan review, traffic control plan review, turbidity control measures review, alignment staking, installation of berms, final grading and erosion and sediment control.

J. Work may not begin until a Notice to Proceed has been issued by Owner.

K. The Contractor or the Contractor’s Designated Representative (who will oversee the actual construction work) shall attend a pre -work conference with the Owner's Representative at the project site prior to commencement of activity at the site. All workers must attend a pre-construction meeting regarding required construction measures to protect sensitive species, protected areas, existing infrastructure, sensitive wetland habitats, and water quality.

L. Water distribution pipes, utility poles and lines, and other utilities may be present on site. Contractor shall arrange an Underground Services Alert, shall locate (pothole) identified utilities, and shall place appropriate warning signage to alert workers to utility presence and shall not damage utilities.

Contractor shall coordinate with the utility to understand maintenance and operations schedules and shall make efforts to accommodate utility maintenance and operations, including but not limited to maintaining access to water pipes and utilities.

1.8 EQUIPMENT DECONTAMINATION
A. To prevent the introduction of plant pathogens and invasive plants, Contractor shall decontaminate their equipment prior to mobilization on-site:

1. Vehicles, heavy machinery, and large tools (such as excavators, trenchers, graders, including tires, tracks, undercarriage of on-site vehicles, and their tools and implements) shall be cleaned free of debris and soil with high pressure washer and disinfected with Propeller ™ (or similar) from any prior work site prior to arriving to the Project site.

Vehicles, heavy machinery, and equipment that will work in or around the water shall be inspected and free of aquatic invasive species.

2. Footwear and small tools (such as hand tools, shovels, trowels, hoes, and personnel boots) shall be thoroughly cleaned of debris and soil then wiped with seventy (70) percent ethanol or isopropanol prior to use within the Project site.

B. Equipment and tools moved off-site and returned later for use will again require decontamination by Contractor.

C. Decontamination of equipment, tools, etc. by the Contractor shall be included in the lump sum price bid for MOBILIZATION, and no separate payment will be made therefor.

1.9 SPILL PREVENTION AND CONTROL
A. Contractor shall keep spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times.
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GENERAL CONDITIONS
B. Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made.

C. Clean up spills or leaks immediately and dispose of cleanup materials properly.

D. Contractor shall not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags).

E. Sweep up spilled dry materials immediately. Do not try to wash them away with water or bury them.

F. Clean up spills on dirt areas by digging up and properly disposing of contaminated soil.

G. Contractor shall report all spills immediately. Contractor is required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or local emergency response number, 2) Call the Governor’s Office of Emergency Services Warning Center, (800) 852-7550 (24 hours).

1.10 CONTAINMENT
A. Description: Containment measures are intended to be deployed in the event of a spill of hazardous chemicals, fuels, oils, cement, and other liquids or powders to prevent pollution of water, air, or soil resources. Containment measures may include absorbent materials to soak up spills, tools such as shovels or hoes to dig small emergency containments, tarps to cover dry spills, etc.

B. Applications: Containment measures should be available at all construction sites and at any time that chemicals are to be used near a watercourse.

C. BMP Removal: Handle chemicals and absorbents in accordance with instructions from fire protection staff, Environmental Health officials and/or manufacturer.

D. Spill Prevention and Response: Fluid spills shall not be hosed down. The Contractor shall use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever possible. If water must be used, the Contractor will be required to collect the water and spilled fluids and dispose of it as hazardous waste. Spilled fluids shall not be allowed to soak into the ground or enter any watercourse. Spilled dry materials shall be swept up immediately. Dry spills shall not be washed down or buried. Spills on dirt areas should be removed by digging up and properly disposing of contaminated soil. Significant spills shall be reported to Sacramento County Environmental Department Incident Response Program by calling 311 or 916-875-8550.,

1.11 EQUIPMENT MAINTENANCE, FUELING & INSPECTION
A. Description: Equipment maintenance and fueling is frequently required at construction sites.

Proper equipment maintenance and fueling procedures will ensure that no fluids are discharged into watercourses, and that any spills are promptly cleaned up, reported (if necessary) and properly disposed of.

B. General Requirements: A separate area should be designated for equipment maintenance and fueling, away from any slopes, watercourses, or drainage facilities. Where equipment is expected to be stored for more than a few days, cleanup materials and tools should be kept nearby and available for immediate use (refer to BMP-8, “Containment”). Equipment should not be stored in areas that will potentially drain to watercourses or drainage facilities. If equipment must be stored in areas with the potential to generate runoff, drip pans, berms, sandbags, or absorbent booms should be employed to contain any leaks or spills. Equipment should be inspected daily for leaks or damage and promptly repaired.

C. Terrestrial Equipment Operating in Aquatic Environments: Terrestrial equipment to be used in the River its tributaries or stranded water within the floodway (e.g., excavators, trucks, loaders, 06/01/2022
01 00 00 - 5

GENERAL CONDITIONS
dozers, etc.) shall be retrofitted with biodegradable hydraulic fluids, greases, and lubricants (vegetable oil-based, such as BioFlo AW-series, Environ-AW, or similar).

D. Equipment operating outside the excavation limits are exempt from this requirement. All other construction equipment will be maintained free of petroleum leaks. All vehicles operated within 250 ft of any water will be inspected daily for leaks and, if necessary, repaired before leaving the staging area. Inspections will be documented in a record that is available for review on request.

E. Spill Prevention and Response: Follow instructions above in CONTAINMENT section.

1.12 AIR QUALITY MEASURES
A. Idling Times: Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points.

B. Material Hauling NOx Emissions Control and Cap Measures: Contractor shall implement any combination of the measures described below to reduce nitrogen oxides (NOx) emissions, in any given construction year, to ensure Project NOx emissions are capped below an average of 54 pounds per day. As a performance standard, the mitigation measures shall demonstrate that off-
road equipment (greater than 50 horsepower [hp]) and material hauling vehicles used during construction (i.e., owned, leased, and subcontracted vehicles) will achieve emission reductions to the extent feasible. Equipment and material hauling vehicles shall achieve at least a project-wide fleet average of 20 percent NOX reduction compared to the most recent California Air Resources Board (CARB) fleet average up to a Tier IV-equivalent engine.

Contractor shall implement any of the following examples of appropriate mitigation to achieve this reduction including, but not limited to: limit the number of daily one-way material hauling trips, use alternative-fueled equipment, alter the phasing of construction activities, use of chemical additives or aftermarket devices to reduce emissions on existing equipment, use higher tier (Tier 3 or greater) and/or newer models for equipment and/or material hauling trucks, use of electrically powered equipment, reduction in total equipment hours, use of alternative fuels, or engine retrofit technology.

1.13 WATER QUALITY MEASURES
A. Contractor shall comply with permit requirements for water quality protection, monitoring, and reporting, see Att. 4 Central Valley Regional Water Quality Control Board, Section 401 Water Quality
Certification (401 permit) and Mitigation Monitoring and Reporting Program (MMRP).

B. The 401 permit provides guidance for turbidity control, timing and frequency of testing, turbidity
thresholds for exceedance, and reporting requirements.

1.14 COO

RDINATION OF DOCUMENTS
A. The Specifications and associated Drawings are intended to be mutually supplementary to describe and provide for a complete work product.

1.15 CONTRACT ADMINISTRATION
A. Authority of the Owner's Representative is limited to the following functions:

1. Observe and accept or reject work and materials including approval or disapproval of materials submittals.
06/01/2022
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GENERAL CONDITIONS

2. Clarify Specifications and Drawings.

3. Provide input on elements of the design which require field-fitting due to conditions unknown prior to construction.

B. The Owner's Representative is not authorized to take the following actions, all of which remain the sole responsibility of the Owner:

1. Make changes to the contract provisions, period of performance, or change any contract terms and conditions.

2. Make decisions concerning any claims and disputes.

C. Close liaison will be maintained by the Owner's Representative, Owner, and the Contractor.

The Owner's Representative shall notify the Owner immediately of any problems encountered, including but not restricted to maintaining completion schedules.

D. Construction Observation:

1. The Owner's Representative shall always have free access to the jobsite while work is in progress, and the Contractor shall furnish information and assistance as necessary.

2. The Owner's Representative shall monitor construction for conformance with Drawings and Specifications.

3. The Owner's Representative must approve all materials prior to installation and may reject unsuitable materials or work that does not conform to the Drawings and Specifications.

E. Performance of Work by the Contractor:

1. The Contractor shall furnish the Owner's Representative all reasonable facilities for obtaining information regarding the character of the materials and progress of the work.

1.16 GENERAL TECHNICAL REQUIREMENTS
A. Perform the work in accordance with the Specifications and other provisions of this contract.

B. In any instances where the Drawings and Specifications are unclear, the Contractor shall contact the Owner's Representative.

C. Field-verify all dimensions and conditions. Notify the Owner's Representative of any conflicts.

1.17 CONSTRUCTION SUPPORT
A. The Contractor shall furnish any temporary facilities and utilities needed including light, power, water, telephone, sanitary facilities, job offices, storage enclosures, safety devices, construction aids, off hour security and support equipment.

1.18 PROTECTION
A. Protect adjacent trees, vegetation, wetlands, property, structures, access road, ground surfaces, existing utilities, and improvements from damage. Contractor shall be responsible for restoring to original condition roads, staging areas and fields damaged by construction activities. Contractor shall be responsible for replacing damaged or removed trees outside of the work areas at the Contractor’s expense.

1.19 CLEAN UP
A. Dispose of debris legally at licensed disposal facilities.

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GENERAL CONDITIONS
B. Upon completion of the work and immediately prior to the final inspection, clean the construction area and remove any temporary facilities and utilities that were brought on to the project site.

C. Restore or replace fences, gates, vegetation, wetlands, trees, ground surfaces, and disturbed areas to original condition or as directed by the Owner's Representative or Owner.

D. Restore the access road and staging areas to pre-project conditions where staging and access are indicated on Drawings.

E. Any restoration or repair must be approved by Owner’s Representative. See Final Inspection.

1.20 FINAL INSPECTION
A. The Contractor shall schedule a ”punch list” walk with the Owner’s Representative to review site conditions no more than 1 week prior to the end of construction. The Owner’s Representative and the Contractor will develop a ” punch list” of items remaining to be completed prior to completion of construction. The Contractor representative responsible for the work shall be present at the” punch list” walk and shall submit a list of any unfinished work for approval by the Owner’s Representative.

B. Notify the Owner's Representative at least seven days prior to the anticipated date of completion of all work. The Owner's Representative will coordinate the final inspection as promptly as practicable .

END OF SECTION

06/01/2022
01 55 00 - 1

ACCESS AND STAGING

SECTION 01 55 00

ACCESS AND STAGING
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all material, labor, and equipment necessary to perform the work as shown on Drawings and as specified herein.

B. This SECTION includes:

1. Approved access roads to and from the project site and work areas.

2. Approved equipment staging and parking areas.

3. Approved construction sequencing and travel plan.

4. Traffic control plan.

1.2 MEASUREMENT AND PAYMENT
A. The Work includes providing access to the project and stockpile areas, and staging areas at various locations within the Project and stockpile areas. Within access and staging activities, there are discrete Work items that will be paid for in lump sum. The contract lump sum price paid for these Work items shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, required to install and restore access routes and staging areas as specified in these technical Specifications, Drawings and as directed by Owner’s Representative. Those Work items include:
a. Traffic Control
b. Nimbus Basin Project Site Access Route
c. Nimbus Basin Project Site Staging Area
d. Access route at Mississippi Bar stockpile area
e. Staging area at Mississippi Bar stockpile area
f. Access route at Sailor Bar stockpile area
B. Full compensation for access and staging as specified herein shall be included in the contract lump sum price paid for each of the Work items identified above and no additional compensation will be allowed therefor.

1.3 REFERENCES
A. General

1. The publication listed below forms a part of this specification to the extent referenced.

2. T he latest edition available on the date of the Notice Inviting Bids shall be used.

B. California Department of Transportation (Caltrans)

1. Manual of Traffic Controls for Construction and Maintenance Work Zones 06/01/2022
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ACCESS AND STAGING

1.4 SUBMITTALS
A. Hauling plan and permit, if required per sub-Section Haul Routes.

B. Construction access road plan.

C. Traffic control plan.

D. Construction sequencing and travel plan for construction that requires access through culturally sensitive areas, outside of grading extents, or off of access routes shown on Drawings.

E. Contractor shall provide a construction and site access schedule to Owner.

F. Temporary access plan for in-river grading shall be submitted to Owner’s Representative for approval at least seven days prior to mobilization. See turbidity management plan Section 31 25 00 Erosion and Sediment Control.

1.5 ACCESS TO THE WORK SITE
A. The Water Forum will obtain landowner agreements from State Parks (other) for construction operations at Mississippi Bar stockpile area and notification to USBR at Nimbus Basin.

B. The Water Forum will obtain an approved Sacramento County Parks encroachment permit to enter on behalf of the Contractor the Sailor Bar stockpile area.

C. Contractor shall coordinate with Owner regarding site access. Contractor shall provide contact information for Contractor’s site superintendent during construction.

D. The Contractor's use of existing access roads will be limited to those shown on Drawings.

E. In case of need to enter the site before or after normal working hours, Contractor shall arrange access at least 72 hours in advance of planned access with the Owner. Working hours are generally 6 AM to 6PM, Monday through Saturday (no noise permitted before 7 AM).

1.6 TRAFFIC CONTROL
A. The Contractor shall be responsible for the safe movement of vehicular traffic to and from the worksite and during operations, including traffic control measures required to ensure safe passage of vehicles and equipment.

B. T he control shall be in accordance with CCR Title 8.

1. At least 2 flagmen shall be provided during periods when the Contractor's vehicular activity may conflict with other traffic.

C. The Traffic control and signage shall be in accordance with Manual of Traffic Controls for Construction and Maintenance Work Zones.

D. Stop signs shall be placed on the bike trail and access road to Nimbus Basin to prevent conflict with pedestrians and construction operations.

1.7 TEMPORARY FENCING
A. Contractor shall install a lockable chain link temporary construction fence across the access road to Nimbus Basin, north of the bike trail crossing, prior to breaking ground.

1. Temporary construction fence shall be installed to discourage public entrance into the Project area.

2. Temporary exclusion fencing (orange plastic safety fencing or approved equivalent) shall be installed:
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ACCESS AND STAGING

a. Areas shown on the plans.
b. Around any protected vegetation identified by Owner or Owner’s Representative. c. To exclude access to any cultural or archeological resource identified by Owner or Owner’s Representative.

1.8 ACCESS ROADS
A. Throughout the entire Contract period, the Contractor shall share access roads, both those constructed by the Contractor or otherwise provided for Contractor's use, with the Owner’s Representative, and Owner.

1. Coordination with others shall be the responsibility of the Contractor. In case of conflicts or disputes, the Owner's or Owner’s Representative decision will be final.

2. The Contractor shall not construct new access roads without approval of Owner or Owner’s Representative.

B. The Contractor shall fortify temporary access roads to protect existing surfaces.

C. Contractor shall document pre-construction condition of all access routes. Contractor shall restore disturbed areas to pre-project conditions. Contractor shall repair any damages to existing road or infrastructure during construction to the satisfaction of the Owner at the Contractor’s expense.

D. The Contractor shall provide dust control as needed on access roads used in Contractor operations and on those roads subject to dust because of conditions created by the work.

1. Contractor shall spray roads by water truck as needed during haul operations.

2. Contractor shall limit driving speed on access roads to keep dust down.

E. If on-site access roads become damaged during the work, the Contractor shall promptly repair them with equivalent surfacing.

1.9 ACCESS IN NIMBUS BASIN
A. The Project area contains sensitive environmental and cultural resources. Travel outside of grading extents shown on Drawings is generally discouraged but may be necessary to perform some of the Work. Contractor shall submit a Construction Sequencing and Travel Plan for approval by Owner’s Representative to describe travel in culturally sensitive areas and areas other than access routes shown on Drawings.

1.10 PARKING
A. O ff-site parking areas for Contractor personnel shall be limited to the portion of the California State University, Sacramento – Aquatic Center lot shown on Drawings.

1. The Contractor's personnel, suppliers, and delivery vehicles shall not block access roads.

2. The Contractor’s personnel vehicles shall display a parking permit to be issued by the Aquatic Center at all times.

END OF SECTION

06/01/2022
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EARTHWORK

SECTION 31 00 00

EARTHWORK
PART 1 - GENERAL

1.1 DEFINITION
C. Excavation includes earthwork performed by terrestrial equipment.

1. Excavation is expected to occur in channel as shown on Drawings.

1.2 SUMMARY
A. Provide all material, labor, and equipment necessary to perform earth moving activities including cut and fill excavation and LWM installation as shown on Drawings and as specified herein.

B. This SECTION includes:

1. Excavation and compaction

2. Fill placement and material criteria

3. Protection, sheeting, shoring, bracing and excavation slopes C. Related Technical SECTIONS

1. SECTION 01 55 00 ACCESS AND STAGING

2. SECTION 31 25 00 EROSION AND SEDIMENT CONTROL

3. SECTION 35 42 13.23 LARGE WOODY MATERIAL INSTALLATION

1.3 MEASUREMENT AND PAYMENT
A. The Work consists mainly of earth moving activities. Within the earth moving activities, there are several discrete Work items that will be paid for in lump sum. The contract lump sum price paid for the installation of these Work items shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, as specified in these technical Specifications, Drawings and as directed by Owner’s Representative. Those Work items include:

1. Riffle installation- cobble fill

2. Riffle installation- gravel fill

3. Side channel- gravel fill

4. Side channel- habitat grading cut excavation

5. Excess material fill placement
B. Full compensation for earthwork as specified herein shall be considered as included in the contract lump sum price paid for each of the Work items identified above and no additional compensation will be allowed therefor.

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1.4 REFERENCES
A. General

1. The publications listed below form a part of this specification to the extent referenced.

2. Where a date is given for reference standards, the edition of that date shall be used.

Where no date is given for reference standards, the latest edition available on the date of Notice Inviting Bids shall be used.

B. American Society for Testing and Materials (ASTM)

1. ASTM D422, Standard Test Method for Particle-Size Analysis of Soils

2. ASTM D1556, Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method

3. ASTM D1557, Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lb/cu.ft. (2,700 kN-m/cu.m.))

4. ASTM D2419, Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate

5. ASTM D2434, Standard Test Method for Permeability of Granular Soils (Constant Head)

6. ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

7. ASTM D4253, Standard Test Method for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table

8. ASTM D4829, Standard Test Method for Expansion Index of Soils

9. ASTM D4914, Standard Test Method for Density of Soil and Rock in Place by the Sand Replacement Method in a Test Pit

10. ASTM D5030, Standard Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit
C. United States Bureau of Reclamation (USBR), Earth Manual

1. USBR 7205, Procedure for Determining Unit Weight and Moisture Content of Soils In- Place—Nuclear Moisture-Density Gauge
D. Standard Specifications for Public Works Construction (SSPWC, or The Greenbook). Public Works Standards, Inc.

E. California Code of Regulations (CCR) Title 8, Chapter 4, Article 6 of the Construction Safety Orders, and shall be performed in accordance with appropriate and applicable design codes, including the
F. American Institute of Steel Construction (AISC) – applicable design standards.

G. Caltrans Trenching and Shoring Manual.

H. Naval Facilities and Engineering Command (NAVFAC)

1. NAVFAC Design Manual 7.01-Soil Mechanics

2. NAVFAC Design Manual 7.02-Foundations and Earth Structures

1.5 SUBMITTALS
A. Plans, Calculations, and Procedures: The following plans, calculations, and procedures shall be submitted.

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1. Proposed excavation plans, schedule and sequence of earthwork operations, including phasing, access and staging, and stockpiling plans.

2. Detailed plans for the protection and the safety of workers when trenches and excavations are equal to or greater than 5 feet in depth. The plans shall include supporting design calculations and shall cite all references used to substantiate the calculations. If a support of excavation system is included in the plans, detailed procedures for the installation and removal of the support of excavation system shall be provided.

B. Material Submittals: Product data shall be submitted on a product data sheet. The Contractor shall certify product compliance with these specifications.

C. Test Reports and Certifications: The following test reports and certifications shall be submitted.

1. Certifications that all materials used are in accordance with these specifications.

Certifications of compliance shall be submitted for each material and shall contain the following:
a. Name of supplier
b. Type of material being supplied and available quantity c. A statement that the material complies with these specifications d. Copies of test results from a qualified testing laboratory D. Permits: Copies of permits required to perform the work shall be submitted.

1.6 SEQUENCING AND SCHEDULING
A. Contractor shall be responsible for coordination and timing of earth moving activities.

1. Contractor shall provide a detailed schedule and construction sequencing plan to the Owner’s Representative two weeks prior to breaking ground.

1.7 QUALITY ASSURANCE
A. Imported materials shall match the material samples.

B. Certificates of Compliance

1. A certificate of compliance will not relieve the Contractor of responsibility for incorporating material into the work which is in accordance with Drawings and these Specifications.

C. Submittals and supporting calculations for excavation plans, including, but not limited to, temporary sloped excavations, slope stabilization, and/or slope reinforcement, shall be prepared, signed, and stamped by a civil or geotechnical engineer currently registered in the State of California.

D. Submittals and supporting calculations for support of excavation systems, including, but not limited to, shoring, bracing, and/or sheeting, shall be prepared, signed, and stamped by a civil or structural engineer currently registered in the State of California.

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E. Contractor Qualifications

1. At the time of bid, Contractor shall provide a list of three (3) projects that demonstrate previous experience in completing work similar in type, scope, and scale to the elements described on Drawings and herein.

1.8 DELIVERY, STORAGE, AND HANDLING
A. Contractor shall be responsible for the proper storage, handling, and protection of materials once they are delivered to Project site.

B. LWM material transported from the Sailor Bar stockpile area shall be handled with care to minimize damage to root stock and branch structure. Terrestrial equipment shall be used to carefully load and unload the LWM, no dumping is permitted.

C. Cobble and gravel transported from the Mississippi Bar stockpile area shall be loaded, transported an unloaded with care to not break rock. Owner’s Representative has right to refuse material if greater than 5 % of sediments are broken or angular.

1.9 REPLACEMENTS
A. Failed Materials:

1. Repair and/or replace at no cost to Owner all materials exhibiting conditions which are determined as unacceptable due to not conforming to this Specification or workmanship by the Contractor.

2. Apply requirements of this Specification to replacements.

PART 2 - PRODUCTS

2.1 GENERAL
A. Materials not conforming to these Specifications and requirements shall remain the property of Contractor and shall be removed from the job site at no additional cost to Owner.

2.2 FILL MATERIALS
A. Contractor shall coordinate delivery and store and maintain fill materials per sub-Section Delivery, Storage, and Handling.

B. Fill Materials: Confirm that materials are as described on Drawings and this Specification.

1. Stockpile location - See plans, cobble and spawning gravel piles are pre-graded by others at the Mississippi Bar site stockpile area.

2. Cobble Fill - Pile is located on the western extent of the Mississippi Bar stockpile area.

Cobble is sorted to be 4-inch diameter and larger. No substrate less than 4-inch shall be used.

3. Spawning Gravel Fill - Pile is located on the eastern extent of the Mississippi Bar stockpile area. Gravel is sorted between 3/8-inch to 4-inch in size.

C. General: Fill material shall be classified and measured according to cubic yardage (CY) of material installed.

D. Substitutions: Substituted Fill materials shall conform to this Specification and shall conform to measurements specified. Use of substitutions shall not increase Contract price.

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PART 3 - EXECUTION

3.1 PREPARATION
A. Underground Utilities and Substructures

1. Utilities and substructures within the work areas shall be located prior to sitework and identified with aboveground markers over their locations.

2. Underground Service Alert of Northern California and Nevada (USA North; telephone: 1- 800-227-2600 or 811; website: www.usanorth.org) shall be given 2 working days, minimum, advanced notification of excavation.

3. Utility and substructure installations and their general locations shown on Drawings may not be a complete listing, verify in field.

4. Where unidentified existing utilities are encountered and determined to be abandoned, only the interfering portions shall be removed, unless indicated otherwise on Drawings.

Work shall not be performed on an active utility without obtaining prior approval of the Owner's Representative and the utility owner. The Contractor shall not proceed without instructions, except to correct an immediate hazard or emergency condition. Work performed by the Contractor in the absence of written instructions will be entirely at Contractor's own risk.

5. Subsurface physical conditions or unknown physical conditions that are unusual in nature shall be reported to the Owner's Representative immediately and confirmed in writing.

3.2 PROTECTION, SHEETING, SHORING, BRACING AND EXCAVATION SLOPES A. Protection Plan: When necessary to prevent caving and to protect adjacent structures or property, trenches and excavations shall be protected, shored, sheeted, braced, or sloped in accordance with California Code of Regulations (CCR) Title 8 and the regulations of local authorities having jurisdiction. Where trenches and excavations are equal to or greater than 5 feet in depth, the Contractor shall submit to the Owner's Representative a detailed plan for the protection and the safety of workers. If the protection plan varies from the support of excavation system standards of CCR Title 8, the plan and supporting calculations shall be prepared, stamped, and signed by a civil or structural engineer currently registered in the State of California. All protection plans shall be submitted to the Owner's Representative for review and acceptance prior to their construction and use in the work. If the trench protection system includes the use of a shield, the design, construction, and manner of using the shield shall be clearly indicated in the protection plan.

B. The protection plans shall be prepared in accordance with the following, and shall include supporting design calculations and shall cite all references used to substantiate the plans and calculations:

1. Design calculations shall follow the guidelines set forth in CCR Title 8, Chapter 4, Article 6 of the Construction Safety Orders, and shall be performed in accordance with appropriate and applicable design codes, including the American Institute of Steel Construction (AISC).

2. Industry standard accepted methods of analyses shall be used and shall conform to the Caltrans Trenching and Shoring Manual, the NAVFAC Design Manual 7.01-Soil Mechanics, or the NAVFAC Design Manual 7.02-Foundations and Earth Structures.

3. Excavation plans shall include analyses and calculations demonstrating the stability of sloped excavations. The minimum factor of safety for temporary sloped excavations shall be not less than 1.25.

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4. Calculations shall clearly identify all assumptions, references, data sources, vertical and lateral loads, surcharge loads, design loads and parameters utilized, and intended setbacks, weights, and configurations of equipment and stockpiles.

5. If support of excavation systems, including, but not limited to, shoring, bracing, and/or sheeting, are included in the plans, the design calculations, structural members, and connection details utilized, construction methodology, manner of using the support of excavation systems, and detailed procedures for the installation and removal of the support of excavation systems shall be provided.

6. Shoring members and shields used in the support of excavation systems shall be certified with signature and stamp by a civil or structural engineer currently registered in the State of California indicating that the shoring members and the shields meet the calculated loads.

7. Locations where the plans and the supporting design calculations apply shall be indicated on the plans and in the design calculations.

C. The Contractor shall furnish, place, and maintain supports and shoring that may be required for trenches and excavations and shall be responsible for damages related to their inadequacy or failure.

D. Excavation widths shall be modified to accommodate the protective devices within the excavation extents shown on Drawings, which shall be maintained in place during execution of the work. Temporary measures installed to protect workers, shoring, and bracing shall be removed on completion of the work.

E. Existing utilities and structures to remain within the limits of the work shall be supported and protected to the satisfaction of the Owner's Representative and the owner of the utilities and structures. Plans, calculations, and supporting documentation requirements for the support and protection of utilities and structures shall be the same as specified herein for protection plans.

F. All temporary support of excavation systems shall be designed and installed to allow for their removal without causing damage to adjacent structures, facilities, pipelines, or improvements.

Methods utilized to install and remove support of excavation systems shall induce minimal or no ground vibrations to existing and newly constructed features, and adjacent ground.

G. The minimum horizontal separation between the outside edge of any existing and newly constructed structure, or any other feature, and any support of excavation element or excavation required to install any support of excavation element shall be 2 feet, unless otherwise noted.

H. Temporary excavations shall not extend or fall below a 1½H:1V (horizontal to vertical) plane that projects downward from the outer lowest edge of any existing and newly constructed adjacent facilities and features, including, but not limited to, roads, bedding of buried pipes, and structural footings. The minimum horizontal setback from the top of a temporary sloped excavation at the existing ground surface and the outside edge of any existing and newly constructed structure, or any other feature shall be 5 feet, unless otherwise noted.

3.3 EQUIPMENT
A. Excavation Equipment

1. Equipment operating within flowing or standing water within the Lower American River floodway shall be equipped as noted in SECTION 01 00 00 GENERAL CONDITIONS.

B. Moisture-Control Equipment

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1. The type and quality of equipment for applying water shall be adequate for the work. It shall not leak, and mobile equipment shall be equipped with distributor bars or other approved devices to ensure uniform application.

2. Water-supply trucks shall be equipped with meters, gauges, or other devices to measure the quantity of water dispensed.

3.4 EXCAVATION
A. The Contractor shall confine its activities and operations to within the Work area shown on Drawings except as otherwise permitted by the Owner's Representative.

B. Contractor shall report damage to utilities from excavation activities immediately to the Owner's Representative and shall repair utilities at no cost to Owner.

C. Whenever excavated materials are to be used directly in fill or are stockpiled for later use in fill, the excavation and stockpiling shall be performed using equipment and procedures selected to minimize the effects of natural stratification and variations in material and to optimize conditioning of materials for compaction.

D. Excavations and overexcavations called out on Drawings shall be accurately made to the lines, grades, elevations, and cross sections shown on Drawings. Minimize disturbance to trees and vegetation. If trees are within grading limits, contact Owner’s Representative before removal or excavation within the tree dripline. Some level of field fit may be required to limit damage to or removal of trees.

1. Overexcavation of trenches or of structure foundations will not be permitted, except as specified or shown on Drawings, or directed by the Owner's Representative. Any unauthorized overexcavation carried below the grade or elevation specified or indicated shall be backfilled and compacted to the required grade with the indicated or other material as directed by the Owner's Representative at no additional cost. The Contractor shall avoid unnecessary disturbance of adjacent ground.

2. Obstructions within the limits of required excavations, such as boulders, tree stumps, abandoned pipes and structures, and debris of all types shall be removed as part of excavation work. Metal, plastic and concrete materials shall be disposed of legally offsite.

E. Cut Slopes

1. Cut slopes that remain as visible features of the completed work shall be trimmed to the lines and grades shown on Drawings as the excavation advances unless directed by Owner’s Representative for field fit to minimize removal of trees.

2. Debris and trash shall be removed.

3. When completed, the average plane of cut slopes shall conform to the slopes shown on Drawings, and no point shall vary more than ±3 inches, measured normal to the slope.

Except for field fit areas, as directed by Owner’s Representative.

3.5 PLACEMENT OF FILL – COBBLE
A. Fill material shown in Drawings shall consist of sorted cobble from the Mississippi Bar stockpile area. Cobble size is greater than 4-inches
B. Place Cobble before spawning gravel to provide stability for spawning gravel placement.

C. Install fill in a manner that will compact it in place, so it doesn’t wash downstream during placement.

D. In Cobble fill areas, install fill loosely. Minimum 4 passes with bulldozer to achieve compaction.

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E. Finish Grades shall be within 3 inches plus or minus of required finish grade. The surface shall be smoothed and all gullies and potholes backfilled. Minimize windrowing.

3.6 PLACEMENT OF FILL – SPAWNING GRAVEL
A. Fill material shown in Drawings shall consist of sorted gravel from the Mississippi Bar stockpile area. Gravel size 3/8 inch to 4 inch.

B. I nstall fill in a manner that will compact it in place, so it doesn’t wash downstream during placement.

C. In fill areas, install fill loosely.

D. Finish grades shall be no less than finish grade shown on plans and no more than 3 inches above finish grade. The surface shall be smoothed and all gullies and potholes greater than 6 inches deep backfilled. Minimize windrowing.

3.7 PLACEMENT AND COMPACTION OF FILL – LARGE WOODY MATERIAL A. Backfill of trenches in which logs will be installed shall consist of native bed alluvium that has been removed from channel bank local to each of the LWM installations. The material shall be free of debris and excess organic material.

B. Compact material around log haunches to eliminate voids surrounding logs. .

3.8 BLASTING
A. Blasting will not be permitted.

3.9 FIELD QUALITY CONTROL
A. Grading tolerances shall be as specified in sub-Sections Placement and Compaction of Fill B. Materials shall not be used until approved by the Owner's Representative.

C. Coordinate with Owner’s Representative to schedule inspections at the following stages in the earth moving process:

1. After excavation and spawning gravel fill to finished grade in the side channel

2. After placement of cobble and spawning gravel in the main channel riffle.

3. After achieving finished grades on all Work items.

4. During transport of the LWM habitat feature elements from Mississippi Bar stockpile area to Nimbus Basin,

5. While placing and performing LWM installation.

D. Progress Inspections: Periodic progress inspections may be made by Owner’s Representative.

E. Contractor shall correct any deficiencies to Owner’s Representative’s satisfaction.

3.10 SITE CLEAN-UP
A. Contractor shall clean up the Project site following earth moving and grading activities as follows and as directed by Owner’s Representative:

1. Clean Project site and work area of all containers, packaging, and other debris resulting from earth moving and grading operations.

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2. Dispose of all trash and debris legally at licensed disposal facilities.

3. R emove all residues resulting from mixing, applying, or equipment flushing.

4. Remove temporary items.

3.11 ACCEPTANCE
A. Acceptance of earthwork will be made after Work in SECTION 31 00 00 EARTHWORK is deemed complete by Owner’s Representative.

END OF SECTION
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SECTION 31 25 00

EROSION AND SEDIMENT CONTROL
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all material, labor, and equipment necessary to perform the work as shown on Drawings
and as specified herein. Erosion control is not required on the cut slopes within the grading footprint
of the side channel shown on Drawings.

B. Contractor
shall be responsible for turbidity monitoring. Se e requirements in 401 permit (Att. 4 - Develop and implement a Turbidity Management Plan.

C. Erosion control best management practices shall comply with Drawings and the SWPPP.

D. Contractor
shall prepare and implement the SWPPP in accordance with the NPDES General Construction Permit for stormwater and non-stormwater discharges associated with construction activities, entitled: National Pollutant Discharge Elimination System (NPDES ) Permit – Water Quality Order 2012-0006 -DWQ. Approval of the SWPPP shall not relieve the Contractor of any liability for violations of State or Federal law relating to water pollution.

F. This
SECTION includes:

1. Erosion and sediment control best management practices (BMPs) G. Related Technical SECTIONS

1. SECTION 31 00 00 EARTHWORK

2. SECTION 32 92 19 SEEDING

1.2 MEASUREMENT AND PAYMENT
A. The contract lump sum price paid for erosion and sediment control shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in erosion and sediment control installations and maintenance as specified in these technical Specifications, Drawings and as directed by the Owner’s Representative.

B. Full
compensation for installation as specified herein shall be considered as included in the contract lump sum price paid for erosion and sediment control and no additional compensation will be allowed therefor.

1.3 REFERENCES
A. General

1. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

2. Where a date is given for reference standards, the edition of that date shall be used.

Where no date is given for reference standards, the latest edition available on the date of Notice Inviting Bids shall be used.

B. American Society for Testing and Materials (ASTM)

1. ASTM D4354, (2012) Sampling of Geosynthetics for Testing 06/01/2022 31 25 00 - 2

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2. ASTM D4595, (2017) Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method

3. ASTM D4759, (2011) Determining the Specification Conformance of Geosynthetics

4. ASTM D4873, (2002; R 2009) Identification, Storage, and Handling of Geosynthetic Rolls and Samples

5. ASTM D6460, (2012) Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Earthen Channels from Stormwater-Induced Erosion

6. ASTM D5035, (2011) Breaking Force and Elongation of Textile Fabrics (Strip Method)

7. ASTM D3776/D3776M, (2009a; R 2013) Standard Test Method for Mass Per Unit Area (Weight) of Fabric
C. California State Water Resources Control Board (SWRCB), www.swrcb.ca.gov/water_issues/programs/stormwater
D. California Department of Transportation (Caltrans)

1. Manual of Traffic Controls for Construction and Maintenance Work Zones

2. Construction Site Best Management Practices Manual

1.4 SUBMITTALS
A. Submit product samples and manufacturer's data sheets for all erosion and sediment control products to be used, including the following.

1. Contractor shall prepare a schedule of construction activities and associated erosion and sediment control measures and review with Owner's Representative at least 5 working days prior to breaking ground.

2. Manufacturing Quality Control Sampling and Testing

3. Quality Assurance Samples and Tests

4. Certificates

5. Turbidity Management Plan - Include construction sequencing and details to minimize exceeding turbidity thresholds defined in the 401 Permit. Prepare Turbidity Management Plan and submit to Owner’s Representative for review and approval at least 10 working days prior to breaking ground.

6. Manufacturer’s literature for any commercial turbidity control product used in the Turbidity Management Plan.

1.5 SEQUENCING AND SCHEDULING
A. Contractor shall be responsible for coordination and timing of erosion and sediment control materials delivery to Project site.

1.6 QUALITY ASSURANCE
A. Contractor shall appoint a superintendent experienced in applying erosion and sediment control BMPs for SWPPP compliance who shall be onsite during the entire duration of construction.

B. Owner’s Representative will approve all erosion and sediment control materials prior to installation.

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C. Contractor Qualifications

1. At the time of bid, Contractor shall provide a list of three (3) projects that demonstrate previous experience in completing erosion and sediment control work similar in type, scope, and scale to the elements described on Drawings and herein.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Contractor shall receive erosion control materials and follow manufacturer’s recommendations for storage and handling.

1. Deliver, store, and handle coir fabric in accordance with ASTM D4873.

B. Contractor shall be responsible for the proper storage, handling, and protection of erosion and sediment control materials once they are delivered to Project site.

C. After delivery, Contractor shall be responsible for replacement of any damaged erosion and sediment control material, as determined by Owner’s Representative at no expense to Owner.

1.8 W ARRANTY
A. Warrant that all disturbed areas in each Work area treated with erosion and sediment control measures are stabilized with measures shown on Drawings and as specified in this Section and SECTION 32 92 19 SEEDING, under this Contract through final acceptance of contract work.

B. Exclusions: Contractor shall not be held responsible for failures due to neglect by Owner, vandalism, and acts of Nature, during Warranty Period. Report such conditions.

1.9 REPLACEMENTS
A. Failed Materials:

1. Repair and/or replace at no cost to Owner all erosion and sediment control materials exhibiting conditions which are determined as unacceptable due to workmanship by the Contractor.

B. Incorrect Materials:

1. During Warranty Period, replace at no cost to Owner erosion and sediment control materials revealed as being untrue to Drawings or this Specification under direction of the Owner's Representative.

2. Provide replacements of quality to match the erosion and sediment control materials at the time the mistake is discovered.

PART 2 - PRODUCTS

2.1 GENERAL
A. Materials not conforming to these Specifications and requirements shall remain the property of Contractor and shall be removed from the job site at no additional cost to Owner.

B. A minimum of 7 days prior to scheduled use, submit manufacturer's certificate of compliance stating that the ECB meets the requirements of this SECTION.

2.2 EROSION CONTROL BLANKET (ECB)
A. ECB shall be coir fabric.

B. Coir fabric shall be woven from machine spun bristle coir twines. The fibers shall be 100 percent biodegradable coconut fiber. The fabric shall be of consistent thickness with the fiber

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evenly distributed over the entire area of the mat. The fabric shall have a serviceable life of 4 to 6 years, or more. The fabric shall consist of a uniform, open, plain weave cloth of undyed and unbleached coconut fiber yarn and shall be 100% biodegradable. Coir fabric shall be furnished in rolled strips and shall meet the following requirements:

Property Requirements Test Method
Minimum roll width 48 inches --
Matrix Unbleached and undyed woven
coconut fiber
--
Universal soil loss equation
(USLE) C-Factor for a 1.5:1 (H:V)
unvegetated slope.
≤0.25 --
Recommended flow velocity 8 ft/s ASTM D6460
minimum shear stress 3.0 psf ASTM D6460
Minimum tensile strength >125 psf ASTM D5035
Wide width tensile wet ≥360 lbs/ft ASTM D4595

Max Elongation wet 33% ASTM D4595
Functional longevity 4 to 6 years --
Average open area 65% --
Minimum weight of fabric 11.8 oz/sq yd ASTM D3776/D3776M

C. Stakes: Douglas fir wood stakes 2 feet in length shall be tapered from end to end and conform to fabric manufacturer's specification.

D. Perform manufacturing quality control sampling and testing in accordance with the manufacturer's approved quality control manual. Tests not meeting the specified requirements will result in the rejection of applicable rolls.

2.3 TEMPORARY CONSTRUCTION ENTRANCE (TCE) AND PERIMETER CONTROLS A. Contractor shall provide TCEs per Caltrans Construction Site Best Management Practices Manual detail TC-1 at Nimbus Basin project area, Mississippi Bar stockpile area and Sailor Bar stockpile area.

2.4 STREET SWEEPING
A. Provide street cleaning, such as sweeping or vacuuming, on any road outside of the project areas, including Nimbus Basin project area, Mississippi Bar stockpile area, and Sailor Bar stockpile area where construction traffic has caused tracking of sediments onto the roadway.

Using water to wash or flush sediments into adjacent drainage systems is prohibited.

B. Contractor shall inspect any county road at the entrance to the project sites daily and sweep tracked sediment as needed, or as required by the Owner's Representative.

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2.5 STRAW
A. Straw shall be certified weed free.

2.6 SILT CURTAINS
A. Silt curtains shall be of appropriate height (depth below water surface), length and permeability to effectively retain sediment over the range of expected flows. Contractor shall investigate site conditions and determine appropriate size and permeability of silt curtains and shall provide technical product documentation and a silt curtain implementation plan as a part of the Turbidity Management Plan to Owner’s Representative for approval prior to initiating work.

PART 3 - EXECUTION

3.1 FIELD QUALITY CONTROL
A. Contractor shall review Drawings and construction schedule to identify when and where the site will require sediment and erosion control measures and what are the appropriate measures.

Contractor shall prepare a schedule of construction activities and associated erosion and sediment control measures according to Submittals sub-section in this Section.

B. Compliance Inspections: Periodic compliance inspections may be made by Owner’s Representative.

C. Contractor shall correct any deficiencies to Owner’s Representative’s satisfaction.

3.2 LAYOUT
A. Owner’s Representative reserves the right to make minor adjustments in the implementation and/or layout of all erosion and sediment control measures.

3.3 SEDIMENT CONTROL
A. Contractor shall protect ditches, drainage courses, drain inlets and gutters with appropriate BMPs such as gravel bags, fiber rolls, berms, etc.

B. Transfer all excavated material to dump trucks within the project site and not on the access roads and paths.

3.4 DUST MANAGEMENT CONTROLS
A. The Contractor will implement the Sacramento Metropolitan Air Quality Management District (SMAQMD) Basic Dust Control Measures. Current measures stipulated by the SMAQMD Guidelines include the following:

1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day, minimum, or as needed to suppress airborne dust.

2. All haul trucks transporting soil, sand, dirt-covered LWM, or other loose material off-site shall be covered.

3. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.

4. All vehicle speeds on unpaved roads shall be limited to 15 mph.

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5. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified visible emissions evaluator.

6. Post a publicly visible sign with the telephone number and representative of the Contractor to contact regarding dust complaints. Following the review of any dust complaints, the Contractor’s project manager shall respond and take corrective action within 48 hours.

3.5 STREET SWEEPING
A. Contractor shall provide traffic control for street sweeping and schedule cleaning outside of heavy traffic times.

B. Traffic controls shall be per Manual of Traffic Controls for Construction and Maintenance Work Zones.

C. Contractor shall remove and dispose of sediment deposits at the project spoil location.

Contractor shall add removed sediment deposits to the spoil pile prior to final grading, planting, seeding, or ECB installation. If sediment has been contaminated, it shall be disposed of legally at no additional cost to Owner.

3.6 TEMPORARY CONSTRUCTION ENTRANCE
A. TCEs shall be constructed at all access points to project sites to limit tracking of dirt onto the road.

B. Contractor shall establish and maintain effective perimeter controls to sufficiently control erosion and sediment discharges from the site.

B. Contractor shall grade the TCE to prevent runoff from leaving the construction site.

C. Contractor shall route runoff from the TCE through a sediment-trapping device before discharge.

D. Contractor shall construct the TCE to support the heaviest vehicles and equipment that will use it.

E. Contractor shall not locate the TCE such that it impedes a drainage feature.

F. Contractor shall remove and take ownership of TCE materials immediately following completion of construction.

G. After removing the TCE, the Contractor shall restore the TCE "footprint" to its original condition according to sub-Section Access Route Restoration.

06/01/2022 31 25 00 - 7

EROSION AND SEDIMENT CONTROL

3.7 TURBIDITY MANAGEMENT
A. Turbidity management measures shall exclude disturbed excavation and fill areas from the main river and allow sufficient time to settle as addressed in the Turbidity Management Plan.

1. During in-water construction activities, turbidity levels downstream of the Project area shall be monitored in accordance with the 401 Permit.

2. Additional turbidity management measures may be needed during construction based upon recurring testing, or modifications to the Turbidity Management Plan may be requested by the Owner’s Representative if turbidity levels downstream of the Project area exceed thresholds in the 401 Permit.

3.8 ACCESS ROUTE RESTORATION
B. Contractor shall remove imported materials from access routes and prepare the surface to the approval of the Owner’s Representative prior to restoring access routes to original condition. In areas where an existing road was widened for equipment access, Contractor shall restore disturbed areas outside of the original width of access routes. Where new access roads were created, Contractor shall restore entire disturbed area.

C. Restoration of disturbed access routes shall bring site access to pre-project conditions by grading and smoothing surfaces damaged by equipment and decompaction by scarification.

Special attention shall be given to grade out any low spots or ruts created during construction.

3.9 SITE CLEAN-UP
D. Contractor shall clean up the Project site following erosion and sediment control activities as follows and as directed by Owner’s Representative:

5. Clean Project site and work area of all containers, packaging, and other debris resulting from erosion and sediment control operations.

6. Dispose of all trash and debris legally at licensed disposal facilities.

7. Remove temporary items.

3.10 ACCEPTANCE
B. Acceptance of erosion and sediment control measures will be made after Work in SECTION 31 25 00 EROSION AND SEDIMENT CONTROL is deemed complete by Owner’s Representative.

END OF SECTION

06/01/2022 32 92 19 - 1

SEEDING
SECTION 32 92 19

SEEDING
PART 1 - GENERAL

1.1 SUMMARY
A. Provide all material, labor, and equipment necessary to perform the Work for seeding as shown on Drawings and as specified herein.

B. This SECTION includes:

1. Broadcasting sterile seed mix

C. Related Technical SECTIONS

1. SECTION 31 25 00 EROSION AND SEDIMENT CONTROL

1.2 MEASUREMENT AND PAYMENT
A. There are several discrete Work items that will be paid for in lump sum. The contract lump sum price paid for these Work items shall include full compensation for seeding, including furnishing all labor, materials, tools, equipment, and incidentals, as specified in these technical Specifications, Drawings and as directed by Owner’s Representative. Those Work items include:

1. Areas shown on the Plans including excess material areas, floodplain benches in cut, and excavated banks above the water line at time of construction.

B. Full compensation for seeding as specified herein shall be considered as included in the contract lump sum price paid for each of the Work items identified above and no additional compensation will be allowed therefor.

1.3 REFERENCES
A. Nomenclature:

1. The Jepson Manual: Vascular Plants of California, Second Edition, University of California Press, Berkeley, CA.

B. California Seed Law (California Department of Food and Agriculture). More information is available online at:

1. http://www.cdfa.ca.gov/plant/pe/nursery/pdfs/SeedLaw_2011.pdf

2. http://www.cdfa.ca.gov/phpps/pe/nursery/Seed.html
C. California Department of Transportation (Caltrans), Standard Specifications, 2010 Edition.

D. All standards shall include the latest additions and amendments as of the date of advertisement for bids

1.4 SUBMITTALS
A. Prior to application, Contractor shall submit to Owner’s Representative product data sheets from each supplier indicating that the seeding materials meet the Specification requirements.

B. Contractor shall submit the following:

1. A letter, or appropriate seed lot tags, from seed supplier stating that the seed is intended specifically for rapid germination, and stating the botanical name, common name,

06/01/2022 32 92 19 - 2

SEEDING
provenance, minimum percent purity, minimum percent germination, guarantee of seed sterility, and pounds pure live seed of the seed mix prior to application.

1.5 SEQUENCING AND SCHEDULING
A. Timing of seeding application is subject to the timeframes and conditions specified in sub- Section Seeding.

B. Prior to installation erosion control blanket per SECTION 31 25 00 EROSION AND SEDIMENT CONTROL, seed application shall be approved by Owner’s Representative.

PART 2 - PRODUCTS

2.1 GENERAL
A. Materials not conforming to these Specifications and requirements shall remain the property of Contractor and shall be removed from the job site at no additional cost to Owner.

2.2 NATIVE SEED MIX
A. Seed shall be a fresh, clean, new crop mixed by dealer and packaged in dealer's unopened container with original label. Containers opened prior to inspection or without a label or tag will not be accepted. Each seed bag shall be delivered to Project site sealed and clearly marked as to the species, purity, percent germination, weed seed, inert material, dealer’s guarantee, and date of test.

B. All seed shall comply with the California Seed Law. Commercially obtained seed shall be labeled under the California Food and Agricultural Code, and by the vendors supplying the seed. The percent of weed seed shall not exceed 1.5 percent by weight of the total seed mixture.

C. Seed treated with Mercury compounds shall not be used.

D. Seed mix shall be as follows:

Seed Mix
Species Botanical Name Common Name PLS1 lbs/acre
Grasses
Elymus glaucus blue wildrye 8
Elymus triticoides creeping wildrye 2.5
Hordeum brachyantherum meadow barley 11
Stipa pulchra purple needlegrass 2
Forbs/Shrubs
Achillea millefolium yarrow 0.5
Artemesia douglasiana California mugwort 0.1
Eschscholzia californica California poppy 0.1
Grindelia camporum common gumplant 0.8
Lupinus nanus sky lupine 0.5
Lupinus benthamii spider lupine 0.5
TOTAL PLS (lbs) 26
06/01/2022 32 92 19 - 3

SEEDING
1 PLS = Pure Live Seed
E. Var
iations and substitutions must be approved by Owner’s Representative.

2.3 N

ATIVE GRASS STRAW
A. Native grass straw shall be certified weed free and shall not consist of rice straw.

PART
3 - EXECUTION

3.1 FIELD QUALITY CONTROL
A. Contractor shall request and receive approval from Owner’s Representative prior to commencement of Work in this SECTION and prior to seed installation.

B. Contractor shall inspect Project site and become familiar with any access requirements, access restrictions, and any other site conditions.

C. Contractor shall coordinate with Owner’s Representative to schedule inspections at the following stages:

1. Inspection during broadcast seeding.

2. Acceptance of seeding.

D. Progress inspections: In addition to the inspections specified, Owner’s Representative may make periodic progress inspections.

E. Owner’s Representative reserves the right to take and analyze samples of materials for conformity to these Specifications at any time.

3.2 BROADCAST SEEDING
A. Timing

1. Contractor shall broadcast seed between 27 A ugust and 07 October unless otherwise approved by Owner’s Representative.

2. Contractor shall request seed delivery from supplier 5 working days prior to application.

Contractor shall keep seed in a cool, dry, shaded place until utilized.

3. Contractor shall coordinate with Owner’s Representative a minimum of 5 working days prior to seed application to ensure that Owner’s Representative will be present during seed application.

4. Seed shall be applied before the onset of winter rains. Work shall be performed only at times when weather conditions at Project site are favorable. No Work shall be performed when wind conditions prohibit uniform distribution of seed unless approved by Owner’s Representative. No Work shall be performed when soils are saturated.

B. Site Preparation

1. Clear all areas to be seeded of substantial debris and any other impediments to seed-soil contact.

C. Seed Application

06/01/2022 32 92 19 - 4

SEEDING

1. Seed shall be delivered to Project site in unopened separate containers with the seed tag attached. Containers without a seed tag attached will not be accepted. a. Native seed mix shall be applied evenly by hand, hydroseeding or broadcast seeder that continuously mixes and applies seed at the rates specified in the tables in sub-section Native Seed Mix.
b. If seeding equipment has a single seed hopper, apply the grass species and the forb/shrub species in separate batches.

2. R ake all seed into soil immediately after application. Rake seed bed lightly to cover seed with 1/8-inch to ¼-inch layer of soil. Seed cover shall not exceed ¼ inch.

3. Lightly tamp seed into soil to ensure seed to soil contact.

4. Prevent foot traffic or storage of supplies in seeded areas.

3.3 NATIVE GRASS STRAW

1. Following seed application, apply the native grass straw by hand or using a straw blower.

Application rate of 2000 lbs/per acre to a depth of 2- to 3-inches over all seeded areas.

2. Following straw application, all seeded areas shall be track walked with a small piece of tracked equipment to ensure proper seed-soil contact and to crimp the straw into the soil to help hold it in place. Alternatively, a ring-roller, cultipacker, straw crimper, or similar equipment could be used.
a. Track walking shall be performed by machines operated directly up and down slopes such that tracks are parallel with contours. This is intended to slow downhill runoff flow.

Tracked areas resulting in downhill channels shall be raked to loosen surface soils and track walked in the correct direction.

3.4 SITE CLEAN-UP
A. Contractor shall cleanup following seeding activities as follows and as directed by Owner’s Representative:

1. Remove all containers, packaging, and other debris resulting from seeding operations.

2. Dispose of all debris legally at licensed disposal facilities.

3. Clean all surfaces not designated for treatment and remove all residues resulting from mixing, applying, or equipment flushing.

4. Remove temporary items.

B. Seeded areas disturbed by subsequent construction activities shall be re-seeded within 5 working days of the completion of such activities.

3.5 ACCEPTANCE
C. Acceptance of planting will be made after Work in SECTION 32 92 19 SEEDING is deemed complete by Owner’s Representative.

END OF SECTION

06/01/2022 35 42 13.23

LARGE WOODY MATERIAL INSTALLATION

SECTION 35 42 13.23

LARGE WOODY MATERIAL INSTALLATION

PART 1 – GENERAL

1.1 DESCRIPTION
A. This Section includes requirements for the size and grade of logs and stumps, and fastening requirements to be used for the Large Woody Material ( LWM) procurement and installation as shown in the plans.

1.2 MEASUREMENT AND PAYMENT
A. The contract lump sum price paid for installation of the LWM structures shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in log placement, including storage, and necessary earthwork as specified in these technical Specifications, Drawings and as directed by the Owner’s Representative, required for construction of the LWM structures.

PART 2 – PRODUCTS

2.1 PRODUCT DATA
A. Anchor Logs – Owner will deliver anchor logs to be used as ballast for the LWM installations .

Delivery will be coordinated with Contractor prior to mobilization.

B. Habitat Feature Elements – Pre-sorted rootwads are located at the Sailor Bar stockpile area.

Contractor shall haul up to 30 rootwad elem ents to Nimbus Basin from Sailor Bar stockpile area, see section “EARTHWORK”.

2.2 MATERIALS AND EQUIPMENT
A. Care must be taken while handling the Habitat Feature Elements to not cause excessive breakage. Terrestrial equipment must be used to load and unload. No dumping is permitted.

Owner’s Representative may refuse damaged root wads to be replaced by the Contractor at Contractor’s expense. Minimize number of times each element is handled to prevent damage. At a maximum, habitat feature elements shall be: 1) loaded, 2) unloaded and stockpiled and 3) placed in final installation location,
B. Owner’s Representative shall be on site for the duration of LWM installation. Contact Owner 1 week prior to installation. Some level of field fit, to be directed by Owner’s Representative, may be required to locate, and orient the LWM structures in the channel.

C. Anchor logs will consist of straight conifer logs (pine, fir, and / or cedar) 10 to 18-inch DBH and 25- 30 ft long.

D. Habitat feature elements will be sorted prior to project mobilization and will consist of a 10 to 18- inch diameter trunk 4-8 ft long with intact rootwad.

E. Log-to-log connections shall be made in locations indicated and in accordance with the Drawings.

F. Contractor to provide 1 inch diameter manilla rope and galvanized steel staples for attaching the rope to logs. The staples shall be wide enough to fit over the rope without puncturing it and long enough to provide 2 inches minimum embedment in logs.

06/01/2022 35 42 13.23

LARGE WOODY MATERIAL INSTALLATION

G. The Contractor shall furnish all materials, tools, equipment, facilities, and services as required for providing the necessary log placement work and facilities. Provide back -up equipment as necessary for replacement and for unanticipated emergencies.

H. Alternative fastening methods must be approved prior to implementation and inspected after implementation by the Owner’s Representative.

PART 3 – EXECUTION

3.1 LOG PLACEMENT
A. Logs to be used for the LWM shall be inspected by the Owner’s Representative prior to any in-river installation.

B. Logs shall be placed along the alignment and orientation indicated in the Drawings, unless otherwise instructed by the Owner’s Representative based upon field conditions observed following excavation.

C. 1 inch diameter manilla rope shall be used to fasten the anchor log and habitat feature element by use of a clove hitch in a minimum of 2 locations on each LWM. The tag end of the clove hitch shall be a minimum of 1 ft and secured with 3 galvanized steel staples, with a minimum of 2 inches of embedment into the log.

D. The Contractor shall notify Owner’s Representative to inspect log layout prior to excavation, and again after placement, before any log-to-log connection installation or backfilling. Contractor shall provide 24 hours minimum notice to Owner’s Representative.

E. Backfill material will be composed of
a. LWM structure – native bed alluvium material according to Drawings and SECTION 31 00 00 EARTHWORK.
b. Native alluvium shall thoroughly fill any void spaces and log haunches , tamp or compact with equipment to prevent entrained air.

F. Compaction by water jetting will not be allowed.
.

END OF SECTION

COMPANY LOCATION DIR # WORK SUB
SSEC Newcastle, California 1000058550 Seeding/Erosion Control Y F3, Inc. Benicia, California Site Survey N
GR Trucking Rancho Cordova, California Trucking N
Szeremi Sweeping Service Rocklin, California 1000009046 Street Sweeper N One subcontract: Selby's Soil SSEC (Subcontractor DIR registrations attached) Three additional companies used by contractor for projects.

ATTACHMENT 1 TO EXHIBIT B: Payment

ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?

INSR ADDL SUBR

LTR INSD WVD

PRODUCER CONTACT
NAME:

FAXPHONE
(A/C, No):(A/C, No, Ext):

E-MAIL
ADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE $
DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $

PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT
OTHER: $

COMBINED SINGLE LIMIT
$(Ea accident)
ANY AUTO BODILY INJURY (Per person) $

OWNED SCHEDULED
BODILY INJURY (Per accident) $AUTOS ONLY AUTOS

HIRED NON-OWNED PROPERTY DAMAGE
$AUTOS ONLY AUTOS ONLY (Per accident)
$

OCCUR EACH OCCURRENCE
CLAIMS-MADE AGGREGATE $
DED RETENTION $

PER OTH-

STATUTE ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC #

COMMERCIAL GENERAL LIABILITY
Y / N
N / A
(Mandatory in NH)

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)
$
$
$
$
$
The ACORD name and logo are registered marks of ACORD
7/28/2022
24139
Ford Construction Company, Inc
300 W. Pine Street
Lodi, CA 95240
10120
1 A 2,000,000
X A1CG 5015 18 15 1/1/2022 1/1/2023 100,000
5,000
2,000,000
4,000,000
4,000,000
1,000,000A
X A1CA 5015 18 15 1/1/2022 1/1/2023
10,000,000B
XC1EX00189221 1/1/2022 1/1/2023 10,000,000
A
X A1CW501518-11 1/1/2022 1/1/2023 1,000,000
1,000,000
1,000,000
RE: #22-009, Nimbus Basin Project, Salmon Habitat Construction – American River.

City of Sacramento, its officials, employees and volunteers and Water Forum are additional insured with regards to GL & Auto per the attached endorsements.

Coverage is primary. WC waiver applies.

City of Sacramento
c/o Exigis LLC
PO Box 947
Murrieta, CA 92564
FORDCON-01 JLOPER
Lodi-Alliant Insurance Services, Inc.
641 South Ham Ln Ste A
Lodi, CA 95242
Kristen Solari
[email protected]
Old Republic General Insurance Corporation
Everest National Insurance Company
X
X
X
X
X
X
X
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 10 12 19

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – SCHEDULED PERSON OR

ORGANIZATION

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE

Name Of Additional Insured Person(s)
Or Organization(s) Location(s) Of Covered Operations

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by:
1 . Your acts or omissions; or

2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s)
designated above.

However:
1 . The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2 . If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:

This insurance does not apply to "bodily injury" or
"property damage" occurring after:
1 . All work, including materials, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by or
on behalf of the additional insured(s) at the
location of the covered operations has been
completed; or
2 . That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a
principal as a part of the same project.

C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1 . Required by the contract or agreement; or
2 . Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 37 12 19

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

SCHEDULE

Name Of Additional Insured Person(s)
Or Organization(s) Location And Description Of Completed Operations

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and included
in the "products-completed operations hazard".

However:
1 . The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2 . If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1 . Required by the contract or agreement; or
2 . Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.