Sacramento City Council
February 3, 2026

City of Sacramento
City Council - 2PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2026-00467 2/3/2026
[Contract] Standby Generator, Sam and Bonnie Pannell Community Center Resiliency Project (C15002000)
File ID: 2026-00467
Location: 2450 Meadowview Road, District 8
Recommendation: Pass a Motion: 1) awarding a construction contract to GA Technical Services Inc., the lowest responsive and responsible bidder, in an amount not to exceed $580,174 for the Sam and Bonnie Pannell Community Center Resiliency Project (C15002000); and 2) authorizing the City Manager or designee to execute the contract specified above.

Contact: Zane Jackson, Senior Engineer, (916) 808-8423, [email protected]; Elizabeth Weeks, Senior Engineer, (916) 808-2330, [email protected]; James Christensen, Facilities Manager, (916) 808-5863, [email protected]; Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Contract - GA Technical Services, Inc.

Description/Analysis
Issue Detail: FEMA awarded $1,234,067 in federal funding to the City of Sacramento for resiliency improvements to the Sam & Bonnie Pannell Community Center (Pannell Community Center) from the Fiscal Year 2023 LPDM. Funding is allocated to the City via a subaward to Cal OES.

Funding is for the construction of a backup power system (standby generator) at the Pannell Community Center. Together with leveraged funding from the California Air Pollution Control Officers Association, this project includes installation of air filtration upgrades. Improvements will allow for the extended activation and operation of the Pannell Community Center during power outages, as well as activation as a Clean Air Center during wildfire smoke events.

Policy Considerations: The recommendations in this report are in accordance with the provisions of the City Code Chapter 3.56, which requires City Council approval for contracts over $250,000 or

File ID: 2026-00467 2/3/2026
more.

Economic Impacts: The recommended contract is expected to create 4.29 jobs (2.73 direct jobs and 1.57 jobs through indirect and induced activities) and create $566,553 in total economic output ($363,175 of direct output and another $203,377 of output in indirect and induced activities).

The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.

Environmental Considerations:

California Environmental Quality Act: The action is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines, Section 15061(b)(3). The action involves the installation of a 300kW standby generator. The generator will be used solely during commercial (SMUD) power outages to maintain facility operations and for required testing.

Additionally, the project involves an HVAC upgrade for smoke ventilation control, enabling the site to serve as a refuge during smoke events. The facility can also function as a cooling or warming center.

The activities associated with the project at the existing Pannell Center to ensure continued operation is covered by the commonsense exemption that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.

Sustainability: This project will improve the resilience of the Pannell Community Center, which is often activated during emergency events to support the needs of vulnerable populations.

Improvements will enhance the capability of the building to function as an emergency shelter during power outages, disasters, and wildfire smoke events. These efforts will advance the City’s commitment to adapt to the impacts of climate change and advance action A-5-19 “City Resiliency Centers” in the Climate Action & Adaption Plan (Resolution No. 2024-0067).

Commission/Committee Action: Not applicable.

Rationale for Recommendation: On December 3, 2025, the Department of Public Works issued Invitation for Bid (IFB) No. B25014541008. Three bids were received. GA Technical Services, Inc. was determined to be the lowest responsive and responsible bidder. Work is anticipated to begin in February of 2026.

The results of IFB No. B25014541008 are listed in the table below.

File ID: 2026-00467 2/3/2026
CONTRACTOR Bid Amount
GA Technical Services, Inc. $580,174
Collins Electrical Company Inc. $664,137
Express Custom Inc. $699,000
Financial Considerations: Sufficient funding exists in the Sam and Bonnie Pannell Community Resiliency Center Project (C15002000) to award a construction contract to GA Technical Services Inc. in an amount not to exceed $580,174.

Local Business Enterprise (LBE): The contract with GA Technical Services, Inc. is a federally funded contract and as a result the City’s LBE policy is held in abeyance.

Form approved by City Attorney 11-12-25 1

AGREEMENT
(Construction Contract Over $25,000)

THIS AGREEMENT, dated for identification , 2026 , is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and G.A. Technical Services, Inc., located at 1157 E Arrow Hwy, Suite 2, Glendora, CA 91740(“Contractor”).

The City and Contractor hereby mutually agree as follows:

1. CONTRACT DOCUMENTS

The Contract Documents, sometimes also referred to as the “Contract,” consist of the following items, which are hereby incorporated by reference as if set forth in full in this Agreement:

Notice to Contractors
Proposal Form submitted by the Contractor
Instructions to Bidders
Subcontractor and Local Business Enterprise Participation Form Drug-Free Workplace Policy and Affidavit
Construction and Demolition (C&D) Debris Recycling Requirements Workers’ Compensation Insurance Certification
Federal or State funding requirements (if applicable)
Requirements of the Non-Discrimination in Employee Benefits Code Ban-The-Box Requirements
CWTA Requirements (if applicable)
Addenda, if any
This Agreement
Standard Specifications
Special Provisions
Plans and Technical Specifications
The drawings and other data and all developments thereof prepared by City pursuant to the Contract
Project Progress Payment Application
Any modifications of any of the foregoing made or approved by City, including but not limited to duly authorized change orders
Certification Regarding Supplemental FEMA and Cal OES Requirements

Unless specifically noted otherwise, references to t he “Standard Specifications” shall mean and refer to the Standard Specifications for Public Construction of the City of Sacramento approved by the Sacramento City Council on November 10, 2020 (Resolution No. 2020-0354), and any subsequent amendments thereto approved by the Sacramento City Council or the Sacramento City Manager. Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all C ontract Documents. The table of contents, titles and headings contained in the Contract Documents are provided Form approved by City Attorney 11-12-25 2
solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.

2. DEFINITIONS

Unless otherwise specifically provided herein, all words and phrases defined in the Standard Specifications shall have the same meaning and intent in this Agreement.

3. AGREEMENT CONTROLS

In the event of a conflict between any of the terms and conditions set forth in this Agreement and the terms and conditions set forth in other Contract Documents, the terms and conditions set forth in this Agreement shall prevail , except that the provisions of any duly authorized change order shall prevail over any conflicting provisions of this Agreement.

4. SCOPE OF CONTRACT

Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor, material and transportation necessary to perform and complete in a good and workmanlike manner to the satisfaction of City, all the Work called for in the Contract Documents entitled:

Sam & Bonnie Pannell Community Center Standby Generator (PN:C15002001 )

Including the Work called for in the following alternative bid items described in the Proposal Form:

NONE

Contractor agrees to perform such Work in the manner designated in and in strict conformity with the Contract Documents.

Contractor’s duties and services under this agreement shall not include preparing or assisting the public entity with any portion of the public entity’s preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequen t or additional contract with the public entity. The public entity entering this agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this project. Contracto r’s participation in the planning, discussions, or drawing of project plans or specifications shall be limited to conceptual, preliminary, or initial plans or specifications. Contractor shall cooperate with the public entity to ensure that all bidders for a subsequent contract on any subsequent phase of this project have access to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by contractor pursuant to this agreement

5. CONTRACT AMOUNT AND PAYMENTS

City agrees to pay and Contractor agrees to accept, as complete payment for the above Work, in accordance with the schedule and procedures set forth in the Contract Documents and Form approved by City Attorney 11-12-25 3
subject to deductions, withholdings and additions as specified in the Contract Documents , a total sum that shall not exceed $580,174.00 (FIVE HUNDRED EIGHTY THOUSAND ONE HUNDRED SEVENTY-FOUR DOLLARS AND ZERO CENTS_ , as set forth in Contractor’s Proposal Form. In addition, subject to deductions, withholdings and additions as specified in the Contract Documents, payment for individual items of the Work shall be computed as follows:

A. For items of the Work for which a lump sum price is specified in Contractor’s Proposal Form, Contractor shall be paid the lump sum price(s) specified in Contractor’s Proposal Form; and

B. For items of the Work for which a unit price is specified in Contractor’s Proposal Form, Contractor shall be paid the sum computed at such unit price , or computed at a different price if such different price is determined by City in accordance with the Standard Specifications, based on the actual amount of each such item performed and/or furnished and incorporated in the Work ; provided that in no event shall the total sum for a unit price item exceed the total bid amount set forth for such item in the Contractor’s Proposal Form, unless authorized by Change Order.

6. PROGRESS PAYMENTS

Subject to the terms and conditions of the Contract, City shall cause payments to be made upon demand of Contractor as follows:

A. On or about the first of the month, the Engineer , as defined in section 1 -25 of the Standard Specifications (“Engineer”), shall present to the Contractor a statement , which may be in the form of a Project Progress Payment Application, showing the amount of labor and materials incorporated in the Work through the twentieth (20) calendar day of the preceding month. After both Contractor and Engineer approve and execute the statement in writing, and the City’s labor compliance officer provides written approval, the City shall issue a certificate for payment of ninety -five (95) percent of the amount in the statement it shall find to be due, subject to any deductions or wi thholdings authorized or required under the Contract or any applicable Laws or Regulations.

B. Contractor’s written approval and execution of the statement shall contain a signed certification under penalty of perjury under the Laws of the State of California that all items, units, prices, and quantities listed in the monthly estimate are correct, and that all Work has been performed, and materials supplied in full accordance with the conditions of applicable laws, rules, and regulations, and the Contract Documents.

C. No inaccuracy or error in said monthly statements or estimates shall operate to release Contractor from damages arising from such Work or from enforcement of each and every provision of the Contract Documents, and City shall have the right subsequently to correct any error made in any statement, certificate, or estimate for payment.

D. Contractor shall not be paid for any defective or improper Work.

Form approved by City Attorney 11-12-25 4

E. The remaining five (5) percent of the value of the Work performed under the Contract, if unencumbered and subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations, shall be released not later than sixty (60) days after completion and final acceptance of the Work by City. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising under the Contract Documents, except for disputed claims in stated amounts that the Contractor specifically reserves in writing , but only to the extent that the Contractor has complied with all procedures and requirements applicable to the presentation and processing of such claim(s) under the Contract Documents. Contractor shall be entitled to substitute securities for retention or to direct that payments of retention be made into escrow, as provided in Public Contract Code Section 22300, upon execution of the City’s Escrow Agreement for Security Deposits in Lieu of Retention.

F. The parties agree that, for purposes of the timely progress payment requirements specified in Public Contract Code Section 20104.50, the date that the City receives a statement jointly approved by the Contractor and the Engineer as provided above shall be deemed to constitute the date that City receives an undisputed and properly submitted payment request from the Contractor. Progress payments not made within 30 days after this date may be subject to payment of interest as provided in Public Contract Code Section 20104.50.

G. This Contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations, as specified in California Labor Code section 1771.4.

7. PUBLIC WORKS REQUIREMENTS

A. Payment of Prevailing Wages : Contractor and any subcontractor(s) performing any Public Work shall comply with the provisions of Sacramento City Code section

3.60.180 and applicable provisions of the California Labor Code, which require, among other things, that Contractor and all s ubcontractors 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 section 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 section 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 Form approved by City Attorney 11-12-25 5
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 provi des 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 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.

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 section 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 Co ntractor 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 Ca lifornia Labor Code Section 1810 et seq., governing the working hours of employees performing Public Work.

Form approved by City Attorney 11-12-25 6

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.

8. PERFORMANCE AND PAYMENT BONDS

Contractor must provide a Performance Bond and a Payment Bond to the City, each for a sum equal to one-hundred percent (100%) of the Contract amount. Each Bond shall be executed by a surety insurer admitted and duly authorized to transact business in the State of California. If the amount of this Contract is increased, Contractor shall increase the amount of the Performance and/or Payment bond if and to the extent required by the City.

9. RETENTION OF SUMS CHARGED AGAINST CONTRACTOR

When, under the provisions of this Contract or any applicable Laws or Regulations, City is authorized or required to withhold, deduct or charge any sum of money against Contractor, City may deduct and retain the amount of such charge from the amount of the next succeeding progress estimate (s), or from any other moneys due or that may become due Contractor from City. If, on completion or termination of the Contract, sums due Contractor are insufficient to pay City's charges, City shall have the right to rec over the balance from Contractor or its Sureties.

10. COMMENCEMENT AND PROSECUTION OF WORK

Contractor shall commence the Work not later than fifteen (15) working days after the date of the written Notice to Proceed from City to Contractor and shall diligently prosecute the Work to final completion. The phase “commence the Work” means to engage in a continuous program on-site including, but not limited to, site clearance, grading, dredging, land filling and the fabrications, erection, or installation of the Work. The Notice to Proceed shall be issued within fifteen (15) calendar days following execution of the Agreement by the City and the filing by Contractor of the required Bonds and proof of insurance , provided that the Engineer may delay issuance of the Notice to Proceed if the Engineer determines in the Engineer’s sole discr etion that conditions on the site of the Work are unsuitable for commencement of the Work . After the Notice to Proceed is issued, the continuous prosecution of Work by Contractor shall be subject only to Excusable Delays as defined in this Agreement.

11. TIME OF COMPLETION

Form approved by City Attorney 11-12-25 7
The entire Work shall be brought to completion in the manner provided for in the Contract Documents on or before ONE HUNDRED TEN (110) CALENDAR days from the date of the Notice to Proceed (hereinafter called the “ Completion Date”) unless extensions of time are granted in accordance with the Contract Documents.

Failure to complete the entire Work by the Completion Date and in the manner provided for in the Contract Documents shall subject Contractor to liquidated damages as provided in this Agreement. Time is and shall be of the essence in the performance of the Contract and the Work.

12. PAYMENTS DO NOT IMPLY ACCEPTANCE OF WORK

The payment of any progress payment, or the acceptance thereof by Contractor, shall not constitute acceptance of the Work or any portion thereof and shall in no way reduce the liability of Contractor to replace unsatisfactory work or material, whether or not the unsatisfactory character of such work or material was apparent or detected at the time such payment was made.

13. ACCEPTANCE NOT RELEASE

Contractor shall correct immediately any defective or imperfect work or materials that may be discovered before final acceptance of the entire Work , whether or not such defect or imperfection was previously noticed or identified by the City. The inspection of the Work, or any part thereof, shall not relieve Contractor of any of its obligations to perform satisfactory work as herein specified.

Failure or neglect on the part of City or any of its officers, employees or authorized agents to discover, identify, condemn or reject defective or imperfect work or materials shall not be construed to imply an acceptance of such work or materials , if such defect or imperfection becomes evident at any time prior to final acceptance of the entire Work, nor shall such failure or neglect be construed as barring City from enforcing Contractor’s warranty(ies) or otherwise recovering damages or such a sum of money as may be required to repair or rebuild the defective or imperfect work or materials whenever City may discover the same , subject only to any statutes of limitation that may apply to any such claim.

14. CITY'S RIGHT TO TAKE POSSESSION OF THE WORK IN WHOLE OR IN PART

The City shall have the right at any time to enter upon the Work and perform work not covered by this Contract, or to occupy and use a portion of the Work, prior to the date of the final acceptance of the Work as a whole, without in any way relieving Contr actor of any obligations under this Contract.

15. NO WAIVER OF REMEDIES

Form approved by City Attorney 11-12-25 8
Neither the inspection by City, its officers, employees or agents, nor any certificate or other approval for the payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by City, nor any extensions of time, nor any position taken by City , its officers, employees or its agents shall operate as a waiver of any provision of the Contract Documents nor of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of this Agreement be held to be a waiver of any other or subsequent breach. All remedies provided in the Contract Documents shall be taken and construed as cumulative; in addition to each and every other remedy herein provided, the City shall have any and all equitable and legal remedies that it would in any case have.

16. WARRANTY

Except as otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect by City , Contractor warrants and guarantees all Work executed and all supplies, materials and devices of whatsoever nature incorporated in or attached to the Work, or otherwise provided as a part of the Work pursuant to the Contract, to be absolutely free of all defects of workmanship and materials for a period of one year after final acceptan ce of the entire Work by the City.

Contractor shall repair or replace all work or material, together with any other work or material that may be displaced or damaged in so doing, that may prove defective in workmanship or material within this one year warranty period without expense or charge of any nature whatsoever to City.

In the event that Contractor shall fail to comply with the conditions of the foregoing warranty within ten (10) days after being notified of the defect in writing, City shall have the right, but shall not be obligated, to repair, or obtain the repair of, t he defect and Contractor shall pay to City on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing warranty results in a condition that constitutes an immediate hazard to public health or safety, or any property interest, or any person, City shall have the right to immediately repair, or cause to be repaired, such defect, and Contractor shall pay to City on demand all costs and expense of such repair. The foregoing statement relating to hazards to health, safety or property shall be deemed to include both temporary and permanent repairs that may be required as determined in the sole discretion and judgment of City.

In addition to the above, the Contractor shall make a written assignment of all manufacturer’s and other product warranties to the City, prior to completion and final acceptance of the Work by City.

The Contractor’s Performance Bond shall secure the performance of the Contractor’s obligations under this Section 1 6, and the Contractor and its Surety shall be jointly and severally liable for these obligations.

Form approved by City Attorney 11-12-25 9

17. LIQUIDATED DAMAGES IF WORK NOT COMPLETED ON TIME

A. The actual fact of the occurrence of damages and the actual amount of the damages that City would suffer if the entire Work, and/or any specified portion ther eof, were not completed within the time(s) specified herein are dependent upon many circumstances and conditions that could prevail in various combinations, and for this reason, it is impracticable and extremely difficult to fix the actual damages. Damages that City would suffer in the event of such delay include: loss of the use of the project; expenses of prolonged assignment to the project of an architectural and /or engineering staff; prolonged costs of administration, inspection, and supervision; increased operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by the public within the City of Sacramento by reason of the delay in the completion of the project or portion thereof. Accordingly, the parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the amount(s) set forth herein as liquidated damages reflect the parties’ best efforts at the time of entering into the Contract to estimate the damages that may be incurred by City and the public due to the Contractor’s delay in completion of the Work and/or any specified portion thereof, and shall be presumed to be the amount of damages sustained by the failure of Contractor to complete the entire Work and/or any specified portion thereof within the time(s) specified herein.

B. Contractor shall pay liquidated damages to City for failure to complete the entire Work by the Completion Date (as extended in accordance with the Contract Documents, if applicable) in the amount of $1224.00 for each calendar day after the Completion Date (as extended in accordance with the Contract Documents, if applicable), continuing to the time at which the entire Work is completed. Such amount is the actual cash value agreed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.

The parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the foregoing provisions provide for the imposition of liquidated damages from the Completion Date (as extended in accordance with the Contract Documents, if applicable) until the date of completion of the entire Work as determined by the Engineer in accordance with Section 8 -4 of the Standard Specifications, whether or not the Work or any portion thereof is claimed or determined to be substantially complete prior to such date of completion.

C. In the event Contractor shall become liable for liquidated damages, City, in addition to all other remedies provided by law, shall have the right to withhold any and all payments that otherwise would be or become due Contractor until the liability of Contractor under this section is finally determined. City shall have the right to use and apply such payments, in whole or in part, to reimburse City for all liquidated damages due or to become due to City. Any remaining balance of such payments shall be paid to Contractor only after discharge in full of all liability incurred by Contractor Form approved by City Attorney 11-12-25 10
under this section or otherwise under any provision of the Contract Documents or any applicable Law or Regulation . If the sum so retained by City is not sufficient to discharge all such liabilities of Contractor, Contractor shall continue to remain liable to City until all such liabilities are satisfied in full. No failure by City to withhold any payment as specified above shall in any manner be construed to constitute a release of any such liabilities nor a waiver of the City’s right to withhold payment for such liabilities.

18. INDEMNITY AND HOLD HARMLESS

A. Contractor shall defend, hold harmless and indemnify the City, its officers, employees, and agents, and each and every one of them, from and against any and all actions, damages, costs, liabilities, claims, demands, losses, judgments, penalties, costs and expenses of every type and description, whether arising on or off the site of the Work, including, but not limited to, any fees and/or 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 but not limited to Liabilities arising from personal injury or death, damage to personal, real or intellectual property or 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 the Work by the Contractor, any subcontractor or agent, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, whether or not (i) such Liabilities are caused in part by a party indemnified hereunder, or (ii) such Liabilities 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 (i) the sole negligence or willful misconduct of, or defe cts in design furnished by, City, its agents, servants, or independent contractors who are directly responsible to City, or (ii) the active negligence of City.

B. The existence or acceptance by City of any of the insurance policies or coverages described in this Agreement shall not affect or limit any of City’s rights under this Section 18, nor shall the limits of such insurance limit the liability of Contractor hereunder. The provisions of this Section 1 8 shall survive any expiration or termination of the Contract.

19. CONTRACTOR SHALL ASSUME RISKS

Until the completion and final acceptance by City of all Work under this Contract, the Work shall be under Contractor's responsible care and charge, and Contractor, at no cost to City, shall rebuild, repair, restore and make good all injuries, damages, re -erections, and repairs occasioned or rendered necessary by accidental causes of any nature, to all or any portions of the Work.

20. GENERAL LIABILITY OF CONTRACTOR
Form approved by City Attorney 11-12-25 11

Except as otherwise herein expressly stipulated, Contractor shall perform all the Work and furnish all the labor, materials, tools, equipment, apparatus, facilities, transportation, power and light, and appliances, necessary or proper for performing and completing the Work herein required in the manner and within the time herein specified. The mention of any specific duty or liability of Contractor shall not be construed as a limitat ion or restriction of any general liability or duty of Contractor , and any reference to any specific duty or liability shall be construed to be solely for the purpose of explanation.

21. INSURANCE

During the entire term of the Contract, Contractor shall maintain the insurance coverage described in this Section 21.

Full compensation for all premiums that Contractor is required to pay for the insurance coverage described herein shall be included in the compensation specified for the Work performed by Contractor 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.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown below, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

A. Minimum Scope & Limits of Insurance Coverage
(1) 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 Contractor and its subcontractors, products and completed operations of Contractor and its subcontractors, and premises owned, leased, or used by Contractor and its subcontractors, with limits of not less than two million dollars ($2,000,000) per occurrence. The policy shall provide contractual liability and products and completed operations coverage for the term of the policy. If a general aggregate limit applies, either the general aggregate limit shall apply separately (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

The 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.

Form approved by City Attorney 11-12-25 12
(2) Automobile Liability Minimum Scope and Limits of Insurance Coverage . (Check the applicable provision)
_X_ Automobile 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.

___ No automobile liability insurance is required, and by signing this Contract, Contractor 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 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.”

(3) Excess Insurance: The Contractor may use Umbrella or Excess Policies to meet the required liability limits. This form of insurance will be acceptable provided that any umbrella or excess policies provide all of the insurance coverages required and meet the other requirements for the primary policies as set forth in this Agreement. Umbrella and/or Excess policies shall be provided on a true “following form” or broader coverage basis, with c overage at least as broad as provided in the underlying primary policy.

Umbrella or excess policies shall contain, or be endorsed to provide that the City , its officials, employees, and volunteers shall be covered as additional insureds, as well as a provision that it will apply on a primary basis for the benefit of the City. Any insurance or self-insurance maintained by City, its officials, employees, or volunteers will be in excess of Form approved by City Attorney 11-12-25 13
Contractor's umbrella or excess coverage and will not contribute to it. No insurance or self -insurance maintained by the City that applies to a loss covered herein, whether Primary or Excess, and which also applies to a loss covered hereunder, shall be called upon to contribute to a loss until the Contractor’s Primary and Excess liability policies are exhausted. .

(4) Workers’ Compensation Minimum Scope and Limits of Insurance Coverage. (Check all applicable provisions)

_X_ 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.
___ No 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.

___ No Workers’ Compensation insurance is required, and by signing this Contract, Contractor certifies as follows:

“Contractor certifies that its business has no employees, 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.”

B. Other Insurance Provisions

The policies are to contain, or be endorsed to contain, the following provisions:

(1) Contractor’s insurance coverage, including excess insurance, shall be primary and non- contributory insurance as respects City, its officials, employees, and volunteers. Any insurance or self -insurance maintained by City, its officials, employees, or volunteers will be in excess of Contractor’s insurance and will not contribute with it.

(2) Any failure to comply with reporting provisions of the policies wi ll not affect coverage provided to City, its officials, employees, or volunteers.

Form approved by City Attorney 11-12-25 14

(3) Coverage shall state that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

(4) City will be provided with thirty (30) days written notice of cancellation or material change in the policy language or terms.

C. Waiver of Subrogation.

Contractor hereby grants to City a waiver of any right to subrogation which any insurer may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from an insurer.

D. Acceptability of Insurance

Insurance shall 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 Section 21 must be declared to and approved by the City in writing prior to execution of this Contract.

E. Verification of Coverage

(1) Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Copies of policies shall be delivered to the City on demand. 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.

(2) Contractor 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

(3) Certificate Holder must be listed as:

City of Sacramento
c/o Exigis LLC
PO Box 947
Form approved by City Attorney 11-12-25 15
Murrieta, CA 92564

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

F. Subcontractors

Contractor shall require and verify that all subcontractors maintain insurance coverage that meets the minimum scope and limits of insurance coverage specified in this Section 21.

22. FAILURE TO MAINTAIN BONDS OR INSURANCE

If, at any time during the performance of this Contract, Contractor fails to maintain any item of the bonds and/or insurance required under the Contract in full force and effect, Contractor shall immediately suspend all work under the Contract and notify C ity in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold all Contract payments due or that become due until notice is received by City that such bonds and/or insurance have been restored in full force and effect and that the premiums therefor have been paid for a period satisfactory to the Division of Risk Management. Contractor shall not resume work until notified by City to do so , and the City shall have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.

In addition to the foregoing, any failure to maintain any item of the required bonds and/or insurance at any time during the performance of this Contract will be sufficient cause for termination of the Contract by City.

The Contractor shall be solely responsible for, and shall defend, indemnify and hold harmless the City, its officers, employees and agents against and from, any and all damages, claims, losses, actions, costs or other expenses of any kind incurred by any party as a direct or indirect result of any suspension of Work or termination of the Contract under the provisions of this Section 22.

23. EXCUSABLE DELAYS

For the purpose of these Contract Documents, the term "Excusable Delay" shall mean, and is limited to, delay caused directly by : acts of God; acts of a public enemy; fires; inclement weather as determined by the Engineer; riots; insurrections; epidemics; quarantine restrictions; strikes; lockouts; sitdowns; acts of a governmental agency; priorities or privileges established for the manufacture, assemble, or allotment of materials necessary in the Work by order, decree or otherwise of the United States or by any department, bureau, commission, committee, agent, or administrator of any legally constituted public authority; changes in the Work ordered by City insofar as they necessarily require additional time in Form approved by City Attorney 11-12-25 16
which to complete the Work; the prevention of Contractor from commencing or prosecuting the Work because of the acts of others, excepting Contractor's subcontractors or suppliers; or the prevention of Contractor from commencing or prosecuting the Work beca use of a Citywide failure of public utility service.

The term "Excusable Delay" shall specifically not include: (i) any delay that could have been avoided by the exercise of care, prudence, foresight and diligence on the part of Contractor; (ii) any delay in the prosecution of any part of the Work that does not constitute a Controlling Operation, whether or not such delay is unavoidable; (iii) any reasonable delay resulting from time required by City for review of any Contractor submittals and for the making of surveys, measurements and inspection; and, (iv) any delay arising from an interruption in the prosecution of the Work on account of reasonable interference by other Contractors employed by City that does not necessarily prevent the completion of the entire Work within the time specified. Excusable Delays, if any, shall operate only to extend the Completion Date (not in excess of the period of such delay as dete rmined by City) and shall not under any circumstances increase the amount City is required to pay Contractor except as otherwise provided in these Contract Documents.

24. CONTRACTOR TO SERVE NOTICE OF DELAYS

Whenever Contractor foresees any delay in the prosecution of the Work, and in any event as soon as possible (not to exceed a period of ten (10) calendar days) after the initial occurrence of any delay that Contractor regards as or may later claim to be an Excusable Delay, the Contractor shall notify the Engineer in writing of such delay and its cause, in order that the Engineer: (i) may take immediate steps to prevent if possible the occurrence or continuance of the delay ; or (ii) if this cannot be done, ma y determine whether the delay is to be considered excusable, how long it continues, and to what extent the prosecution and completion of the Work are delayed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests such an extension and sets forth the Contractor's estimate of the additional time required together with a full description of the cause of the delay relied upon.

After the completion of any part or whole of the Work, the Engineer, in estimating the amount due Contractor, will assume that any and all delays that may have occurred in its prosecution and completion were not Excusable Delays, except for such delays for which the Contractor has provided timely written notice as required herein, and that the Engineer has found to be excusable. Contractor shall not be entitled to claim Excusable Delay for any delay for which the Contractor failed to provide such timely written notice.

25. EXTENSION OF TIME

If the Contractor complies with Section 24, above, and the Engineer finds a delay claimed by the Contractor to be an Excusable Delay, the Contractor shall be allowed an extension of time to complete the Work that is proportional to the period of Excusable Delay determined by the Engineer, subject to the approval by City of a change order granting such time extension.

Form approved by City Attorney 11-12-25 17
During a duly authorized extension for an Excusable Delay, City shall not charge liquidated damages against the Contractor for such delay.

If the City extends the time to complete the Work as provided herein, such extension shall in no way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such extension of time relieve or release the sureties of the Bonds provided pursuant to the Contract Doc uments. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extension of time. The granting of any extension of time as provided herein shall in no way operate as a waiver on the part of City of its rights under this Contract , excepting only extension of the Completion Date for such period of Excusable Delay as may be determined by the Engineer and approved by a duly authorized change order.

26. NO PAYMENT FOR DELAYS

No damages or compensation of any kind shall be paid to Contractor or any subcontractor because of delays in the progress of the Work whether or not such delays qualify for extension of time under this Agreement; except that this provision shall not preclude the recovery of damages for a delay caused by the City that is unreasonable under the circumstances and that is not within the contemplation of the parties, provided that the Contractor timely submits all such written notice(s) and fully complies with s uch other procedures as may be specified in the Contract Documents or any Laws or Regulations for Contractor to claim damages for such delay.

27. CHANGES IN THE WORK

Changes in the Work authorized or directed in accordance with the Contract Documents and extensions of time of completion made necessary by reason thereof shall not in any way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such changes in the Work relieve or release the S ureties on Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such change in Work and to any extension of time made by reason thereof.

28. TERMINATION AFTER COMPLETION DATE

In addition to any other rights City may have, if any services or work required under the Contract (including but not limited to punch list items) are not completed as of the Completion Date (as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), City may terminate the Contract at any time after the Completion Date ( as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), by providing a written notice to Contractor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoid termination of the Contract on such date. If Contractor fails to fulfill all such conditions and requirements by such termination date, or, if no such conditions or requirements are specified, Contractor shall cease rendering services and performing work on such termination date, and shall not be entitled to receive any Form approved by City Attorney 11-12-25 18
compensation for services rendered or work performed after such termination date. In the event of such termination, Contractor shall remain liable to City for liquidated damages incurred for any period of time prior to the termination date.

In addition to any other charges, withholdings or deductions authorized under the Contract or any Laws or Regulations, if City terminates the Contract pursuant to this section, City may withhold and deduct from any payment and/or retention funds otherwise due Contractor any sum necessary to pay the City's cost of completing or correcting , or contracting for the completion or correction of, any services or work under the Contract that are not completed to the satisfaction of the City or that otherwise are deficient or require correction as of such termination date, including but not limited to incomplete punch list items. Such costs shall include all of the City’s direct and indirect costs incurred to complete or correct such services or work, including the City’s administrative and overhead costs. If the amount of payment(s) and/or retention funds otherwise due the Contractor are insufficient to pay such costs, City shall have the right to recover the balance of such costs from the Contractor and/or its Surety(ies).

29. TERMINATION FOR CONVENIENCE

Upon written notice to the Contractor, the City may at any time, without cause and without prejudice to any other right or remedy of the City, elect to terminate the Contract for the convenience of City. In such case, the Contractor shall be paid (without duplication of any items, and after deduction and/or withholding of any amounts authorized to be deducted or withheld by the Contract Documents or any Laws or Regulations):

A. For Work executed in accordance with the Contract Documents prior to the effective date of termination and determined to be acceptable by the Engineer , including fair and reasonable sums for overhead and profit on such Work;

B. For reasonable claims, costs, losses, and damages incurred in settlement of terminated contracts with subcontractors, suppliers, and others; and

C. For reasonable expenses directly attributable to termination.

Contractor shall not be paid for any loss of anticipated profits or revenue for any Work not performed prior to termination, nor for any economic loss arising out of or resulting from such termination, except for the payments listed in this section. Contractor’s warranty under Section 1 6 of this Agreement shall apply, and Contractor shall remain responsible for all obligations related to such warranty, with respect to all portions of the Work performed prior to the effective date of the termination for con venience pursuant to this section. The City shall be entitled to have any or all remaining Work performed by other contractors or by any other means at any time after the effective date of a termination for convenience pursuant to this section.

Form approved by City Attorney 11-12-25 19

30. TERMINATION FOR BREACH OF CONTRACT

If Contractor abandons the Work under this Contract, or if the Contract or any portion of the Contract is sublet or assigned without the consent of the City, or if the Engineer determines in the Engineer’s sole discretion that the conditions of the Contrac t in respect to the rate of progress of the Work are not being fulfilled or any part thereof is unnecessarily delayed, or if Contractor violates or breaches, or fails to execute in good faith, any of the terms or conditions of the Contract, or if Contracto r refuses or fails to supply enough properly skilled labor or materials or refuses or fails to make prompt payment to subcontractors for material or labor, or if Contractor disregards any Laws or Regulations or proper instruction or orders of the Engineer, then, notwithstanding any provision to the contrary herein, the City may give Contractor and its Sureties written notification to immediately correct the situation or the Contract shall be terminated.

In the event that such notice is given, and, in the event such situation is not corrected, or arrangements for correction satisfactory to the City are not made, within ten (10) calendar days from the date of such notice or within such other period of time as may be specified by the City in the notice, the Contract shall upon the expiration of said period cease and terminate. In the event of any such termination, City may take over the Work and prosecute the Work to completion, or otherwise, and the Contrac tor and its Sureties shall be liable to City for any cost occasioned City thereby, as hereinafter set forth.

In the event City completes the Work, or causes the Work to be completed, no payment of any kind shall be made to Contractor until the Work is complete. The cost of completing the Work, including but not limited to, extra costs of project administration and management incurred by City, both direct or indirect, shall be deducted from any sum then due, or that becomes due, to Contractor from City. If sums due to Contractor from City are less than the cost of completing the Work, Contractor and its Sureties shall pay City a sum equal to this difference on demand. In the event City completes the Work, and there is a sum remaining due to Contractor after City deducts the costs of completing the Work, then City shall pay such sum to Contractor. The Contractor and Contractor’s Suret ies shall be jointly and severally liable for all obligations imposed on Contractor hereunder.

No act by City before the Work is finally accepted, including, but not limited to, exercise of other rights under the Contract, actions at law or in equity, extensions of time, payments, assessments of liquidated damages, occupation or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to this section upon the happening of any prior default or breach of Contractor, shall be construed to be a waiver or estoppel of the City’s right to act pursuant to this Section upon any subsequent event, occurrence or failure by Contractor to fulfill the terms and conditions of the Contract. The rights of City to terminate the Contract pursuant to this Section and pursuant to Sections 28 and 29 are cumulative and are in addition to all other rights of City pursuant to the Contract and at law or in equity.

31. CONTRACTOR BANKRUPT

Form approved by City Attorney 11-12-25 20
If Contractor should commence any bankruptcy proceeding, or if Contractor is adjudged a bankrupt, or if Contractor makes any assignment for the benefit of creditors, or if a receiver is appointed on account of Contractor's insolvency, then the City may, wi thout prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice as provided in Section 30 above.

32. SURETIES’ OBLIGATIONS UPON TERMINATION

If the City terminates the Contract pursuant to Section 30 or Section 31 above:

A. The Surety under Contractor’s performance bond shall be fully responsible for all of the Contractor’s remaining obligations of performance under the Contract as if the Surety were a party to the Contract , including without limitation Contractor’s obligations, as provided in the Contract Documents, to complete and provide a one - year warranty of the entire Work, pay liquidated damages and indemnify, defend and hold harmless City, up to the full amount of the performance bond.

B. The Surety under Contractor’s payment bond shall be fully responsible for the performance of all of the Contractor’s remaining payment obligations for work, services, equipment or materials performed or provided in connection with the Work or any portion thereof, up to the full amount of the payment bond.

33. ACCOUNTING RECORDS OF CONTRACTOR

During performance of the Contract and for a period of three (3) years after completing the entire Work, Contractor shall maintain all accounting and financial records related to the Contract and performance of the Work in accordance with generally accepted accounting practices, and shall keep and make such records available for inspection and audit by representatives of the City upon reasonable written notice.

34. REPRESENTATIVES OF THE PARTIES.

A. City Engineer.

(1) The Engineer for this Contract is:

James Christensen
5730 24
th Street, Building 4
Sacramento, CA 95822
Phone: 916-808-5863 /Email: [email protected]

(2) All Contractor questions and correspondence pertaining to this Contract must be addressed to the Engineer. In the event the City hires a third-party consultant to assist with construction management, the Engineer may direct Contractor to copy such consulta nt on questions and correspondence, but such a request does not constitute a delegation of Form approved by City Attorney 11-12-25 21
authority to the third- party consultant to serve as the Engineer (i.e., any alterations, deviations, additions to, or deletions from the Work or any of the Contract Documents, must be authorized by the Engineer, not a third- party consultant, pursuant to a properly executed change order).

B. Contractor Representative.

(1) The Contractor Representative for this Contract is:

Frank Cervantes
1157E Arrow Hwy, Ste2,
Glendora, CA 91740
Phone:
909-981-8600 /Email: [email protected]

(2) All City questions pertaining to the Contract shall be referred to the Contractor Representative. All correspondence to Contractor shall be addressed to the Contractor Representative.

C. Notice. Whenever the Contract Documents require that notice be provided to the other party, notice will be deemed to have been validly given: (i) if delivered in person to the individual intended to receive such notice; (ii) four (4) days after being sent by regis tered or certified mail, postage prepaid to the address indicated in the Contract; or (iii) if transmitted by email, by the time stated on the intended recipient’s email.

35. USE TAX REQUIREMENTS

During the performance of this Agreement, Contractor, for itself, its assignees and successors in interest, agrees as follows:

A. Use Tax Direct Payment Permit : For all leases and purchases of materials, equipment, supplies, or other tangible personal property used to perform the Agreement and shipped from outside California, the Contractor and any subcontractors leasing or purchasing such materials, equipment, supplies or other tangible personal property shall obtain a Use Tax Direct Payment Permit from the California State Board of Equalization (“SBE”) in accordance with the applicable SBE criteria and requirements.

B. Sellers Permit: For any construction contract and any construction subcontract in the amount of $5,000,000 or more, Contractor and the subcontractor(s) shall obtain sellers permits from the SBE and shall register the jobsite as the place of business for the purpose of allocating local sales and use tax to the City.

Contractor and its subcontractors shall remit the self- accrued use tax to the SBE, and shall provide a copy of each remittance to the City.

Form approved by City Attorney 11-12-25 22
C. The above provisions shall apply in all instances unless prohibited by the funding source for the Agreement.

36. NON-DISCRIMINATION IN EMPLOYEE BENEFITS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.54, Non -Discrimination in Employee Benefits by City Contractors. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter

3.54, entitled “Requirements of the Non- Discrimination in Employee Benefits Code.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.54. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.54 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

37. CONSIDERING CRIMINAL CONVICTION INFORMATION IN THE EMPLOYMENT

APPLICATION PROCESS

This Agreement may be subject to the requirements of Sacramento City Code Chapter

3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter 3.62, entitled “Ban-The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.62 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.

Contractor agrees to require its 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.

38. 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 activ ities. 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:

Form approved by City Attorney 11-12-25 23

(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 transac tion 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. Contractor 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 C ontractor shall provide immediate written notice to the City if, at any time prior to execution, the C ontractor 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 erron eous, the City may terminate this Agreement for default.

Form approved by City Attorney 11-12-25 24

39. COMMUNITY WORKFORCE TRAINING AGREEMENT (Check below if the engineer’s estimate of the total construction cost of the project or the actual cumulative bid amounts submitted by Contractor exceed $1,000,000.)

___ The work to be completed under this Agreement is subject to the City’s Community Workforce Training Agreement (“CWTA”) and CWTA Program. A copy of the CWTA and summary of its requirements are attached hereto as Exhibit X.

Prior to executing this Agreement, Contractor has executed Addendum A to the CWTA. All subcontractors (listed or hired after the time of bid or award) must also execute Addendum A to the CWTA prior to performing any Work.

Contractor must include the provisions of this section, as well as a copy of Exhibit X, in every subcontract for Work covered by the CWTA.

Failure to sign and submit Addendum A shall be grounds for subcontractor substitution and/or for the City to withhold payment for the Work performed in the absence of the necessary Addendum A. Failure to satisfy the requirements of the CWTA and demonstrate a good faith effort to meet any Local Hire and Priority Apprentice Goals (if applicable), may result in a determination that the Contractor does not meet the City’s minimum qualifications to bid on future projects for the City of Sacramento.

Form approved by City Attorney 11-12-25 25
IN WITNESS WHEREOF, the parties hereto have signed this Agreement on the date set for opposite their names.

CONTRACTOR

Under penalty of perjury, I certify that the
taxpayer identification number and all other
information provided here are correct.

DATE BY_________________________________ ____________________________________
Print Name
____________________________________
Title

BY_________________________________
___________________________________
Print Name
____________________________________
Title

DIR Registration #
____________________________________
Federal ID#
____________________________________
State ID#
____________________________________
City of Sacramento Business Operation Tax
Certificate No. (City will not award contract until
Certificate Number is obtained)

Type of Business Entity (check one):

_____ Individual/Sole Proprietor
_____ Partnership
_____ Corporation
_____ Limited Liability Company
_____Other (please specify:________________)

CITY OF SACRAMENTO
a municipal corporation

DATE BY _________________________________ For: Maraskeshia Smith, City Manager

Original Approved As To Form: Attest:

City Attorney City Clerk

CITY OF SACRAMENTO
Department of Public Works
Bid Proposal

Facilities and Real Property Management
CONTRACTOR NAME, GA TechniCal Services, Inc.

TO THE HONORABLE (ITY COUNCIL
SACRAMENTO, CALIFORNIA:

In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes, and incidentals required for:

BID PROPOSAL
Sam & Bonnie Pannell Community Center
Standby Generator
C1SOO2001
in the City and County of Sacramento, California.

This is a Lump Sum low bid project. Include all Prices associated with delivering a complete project. If a price is not specifically called out below, include it in the most appropriate line item. All costs to deliver the project must be accounted for in the table below and sum up to the lump sum low bid price at the bottom of the table.

The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:

ELECTR}CAL & SITE WORK
Item
No.

Item Description Estimated
Quantity
Unit Unit
Price
Total
I Mobilization/Demobilization I LS $10,000 $10,000
2 Site Demolition, Saw Cut,
Survey
1 LS $15,000 $ 15,000
3 Excavation, Trenching,
Backfill and Compaction
SQ-FT $ 55,000 $ 55,000
4 Aslpahlt
in Parking Lot
SQ-FT $10,000 $ 10,000
S Concrete in Parking Lot SQ-FT $ 8,000 $ 8,000
l

CITY OF SACRAMENTO
Department of Public Works
Facilities and Real Property Management
Bid Proposal

}tem
No.

Item Description Estimated
Quantity
Unit Unit
Price
Total
6 Reinforced Concrete
Generator Pad & Concrete
around the Pad
I LS $ 38,000
s 38,000
7 ADA Ramp & Curb Patch I LS $18,00 € $18,000
8 Chain Link Fencing LF $14,000 $14,000
9 Chain Link Gates Each 5,500 5,500
10 Fixed Bollards Each $ 4,500 $ 4,500
11 Removable Bollards Each $4,000 $ 4,000
12 New Traffic Rated Pull Box Each $ 3,000 $ 3,000
13 Crane/fork lift /grade all as
required to pick and set MSB,
ATS and Generator
I LS $13,000 $13,000
14 Install City Furnished
Electrical Service
Switchboard MSB
(Include contractor
furnished transportation of
equipment, onload and off
load)
I LS $ 20,000 $ 20,000
IS mstall City Furnished
Automatic Transfer switch
(Include contractor
furnished transportation of
equipment, onload and off
load)
1 LS $15,000 $15,000
2 CITY OF SACRAMENTO
Department of Public Works
Facilities and Real Property Management
Bid Proposal

Item
No.

Item Description Estimated
Quantity
Unit Unit
Price
Total
16 Install City Furnished
Standby Generator
(Include Contractor
Furnished Transportation of
Equipment, Onload and
Offload)
I LS $26,000 $ 26,000
17 SMUD Secondary Feeders
(Conduit, Wire &
Terminations)
LF $ 70,000 $ 70,000
18 Feeder Switchboard to ATS
(Conduit, Wire &
Terminations)
LF " 35,000 $ 35,000
19 Feeder Generator to ATS
(Conduit, Wire &
Terminations)
LF $ 33,000 $ 33,000
20 Feeder ATS to Existing MSB
(Conduit, Wire &
Terminations)
LF $ 45,000 $45,000
21 Electrical Testing, Startup &
Commissioning
I LS $16,000 $16,000
22 Panel EM, Furnished and
Installed
I LS $12,000 $ 12,000
23 All Other Required Misc.

Power and Controls
I LS $18,000 $is,ooo
24 Contractor General
Conditions, Requirements,
Fee, Insurance & Bonds
I LS $ 92,174 $ 92,174
3 CITY OF SACRAMENTO
Department of Public Works
Bid Proposal

Facilities and Real Property Management
CONTRACTOR NAME: GA Technical Services, Inc. TOTAL ,5 580,174.00 The determination of the lowest bidder will be for the LUMP SUM BASE BID LtSTED IN THE TOTAL COST as outlined above.

SCHEDULE
If awarded the Contract, the undersigned agrees to sign said Contract and furnish the necessary surety bonds and insurance certificates within ten (10) days after receipt of the notice of award of the Contract, and to begin work within fifteen (15) days after the issuance of the Notice to Proceed by the City.

It is understood that this Bid Proposal is based upon completion of the Work within a period of ONE HUNDRED TEN (110) CALENDAR DAYS. The Contractor shall refer to Section 1.B Completion Time of the Special Prov'sions for calculation of the completion date.

DETERMINATION OF 1,OW BIDDER
SPECIAL CONI]TION: THE DETERMINATION OF THE LOW BIDDER WILL BE BASED ON THE BASE BID ONLY.

HOWEVER, THE CONTRACT AWARD MAY INCLUDE ALL OR SOME OF THE ADDITIVE ALTERNATIVES. THE CITY

RESERVES THE RIGHT TO SELECT WHICH ADDITIVE OR DEDUCTIVE ALTERNATIVES, IF ANY, TO INCLUDE IN THE CONTRACT AWARD }N ADDITION TO THE BASE mD WORK.

CORRECTING BID PROPOSAL: In determining the amount bid by each bidder, the City shall disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Bid Proposal. When such a mathematical error appears on the face of the Bid Proposal, the City shall have the right to correct such errors and to compute the total amount bid by said bidder on the basis of the corrected figure or figures.

When an item price is required to be set forth in the Bid Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy ofthe bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Bid Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's Estimate of the estimated quantities of work to be performed as items of work.

If the Bid Proposal contains neither the item price nor the total price for the item, then it shall be deemed incomplete, and the Bid Proposal shall be disregarded.

BIDDER'S DECLARATION
The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision ofthe Contract Documents. The undersigned has carefully checked all of the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.

Enclosed is Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) ofthe amount Base Bid Proposal. 4 CITY OF SACRAMENTO
Department of Public Works
Facilities and Real Property Management
Bid Proposal

The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the follow'ng addenda:

Add. # 1
Add. # 2
Add. # 3
DATE
DATE
DATE
12/15/2025
12/22/2025
01 02/2026
NOTE: State whether your concern is a corporation, a co-parhiership, private indiv'dual, or individuals doing business under a firm name. If the Bidder is a corporation, the Bid Proposal must be executed in the name ofthe corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of the paitnership and one of the paitners must subscribe their signature thereto as the authorized representative of the paitnership.

FOR C/TY USE ONLY

BID BOND SECURITY
(] Properly Signed
€ Improperly Signed
0 Not Included
€ Not Required

TYPE OF DEPOSIT
'p. BidBond
€ Cashier/Certified Check
€ Other
Initial.'
CONTRACTOR:

BV= (,%5)
(Signature)
Adriana Cervantes
(Print or Type)
Title Secretary
Address 1157 E Arrow Hwy, Ste 2, Glendora, CA 91740
Telephone No. 909-981-8600
Fax No. g09-382-9897
EMAIL ADDRESS [email protected]
Date 01/06/2026

PLEASE PRINT CLEARLY AS BID RESULTS WILL BE SENT VIA EMAIL Contractor's License No. 8l6o8o apype s, C-7, C-10
Expiration DHte 12/31/2026
Tax I.D. Nos.- Fed. 32-Ool9682 State California
City of Sacramento Business Operation Tax Certificate No. lo32942 (City will not a contract if Certificate Number is missing.) D}RRegistrationNo. 1000001050
5 City of Sacramento
PW-300 Form

Instructions: The Prime Contractor and all Subcontractors are required to submit the PW-300 via LCPTracker.net. If there are no subs or suppliers, state on the PW-300 and upload. If you are a Subcontractor with no additional lower tier subs place the Prime Contractors information in the Prime Contractor box and list yourself as the Subcontractor. Fill out the information that is known. If you are a Subcontractor with lower tier subs please put your company name under the Prime Contractor field and all subs under the Subcontractors List field. Please refer to Public Contract Code 4107 regarding changes to subcontractor listing. If there are any changes made to this list during the duration of the project which might include an additional subcontractor/supplier or eliminating a subcontractor/supplier then a revision to the PW-300 Form is required. DIR REGISTRATION #

MANDATORY

PRIME CONTRACTOR
Date Project #
Name Project Name
Address: Contract #
City, State, Zip Total Contract Amount
Contact Name/Phone # Estimated Start Date
Email Estimated Completion Date
DIR Registration # Federal Tax ID #
Contractor Lic. # State Tax ID #

SUBCONTRACTORS LIST

SUBCONTRACTOR
Name Contact Name/Phone #
Address: Email
City, State, Zip Description of services
Contractor Lic. # Estimated Start Date:

DIR Registration # Estimated Completion Date
Contract $ Value LBE/EBE/DBE

SUBCONTRACTOR
Name Contact Name/Phone #
Address: Email
City, State, Zip Description of services
Contractor Lic. # Estimated Start Date:

DIR Registration # Estimated Completion Date
Contract $ Value LBE/EBE/DBE

SUBCONTRACTOR
Name Contact Name/Phone #
Address: Email
City, State, Zip Description of services
Contractor Lic. # Estimated Start Date:

DIR Registration # Estimated Completion Date
Contract $ Value LBE/EBE/DBE

Add additional pages if necessary.

Revised 03/22/2015 1 of 3
CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS

1. EQUAL EMPLOYMENT OPPORTUNITY
If awarded this contract, the Contractor agrees that during the performance of this contract:
1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual7 See 2 C.F.R. Part 200, Appendix 11, § C. Contract Provisions Guide 11 orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.
2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.
3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information.
4) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 5) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 6) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 7) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other Contract Provisions Guide 12 sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.
8) The contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance:

Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enterinto such litigation to protect the interests of the United States.

The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that if the applicant so participating is a state or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract.

The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance.

The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part 11, Subpart D of the Executive Order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions:

Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings."

2. COMPLIANCE WITH THE COPELAND "ANTI-KICKBACK" ACT Contractor. The contractor shall comply with 18 u.s.c. § 874,40 u.s.c. § 3145, and the requirements of 29 C.F.R. Part 3 as may be applicable, which are incorporated by reference into this contract.

Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as FEMA may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses.

Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12."

3. COMPLIANCE WITH THE CONTRACT WORK HOURS AND SAFETY ST ANDARDS ACT 1) 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. 2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(l) 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)(l) of this section, in the sum of S27 for each calendar day on which such CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS 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%l) of this section.
3) Withholding for unpaid wages and liquidated damages. The (insert name of grant recipient or subrecipient) 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. 4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(l) 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)(l) through (4) of this section."

4. CLEAN AIR ACT AND FEDERAL WATER POILUTION CONTROL ACT The contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 u.s.c. Ei 7401 et seq.

The contractor agrees to report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency (FEMA), and the appropriate Environmental Protection Agency Regional Office.

The contractor agrees to include these requirements in each subcontract exceeding S150,000 financed in whole or in part with federal assistance provided by FEMA.

The contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the federal Water Pollution Control Act, as amended, 33 u.s.c. § 1251 et seq.

The contractor agrees to report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to Cal OES, Federal Emergency Management Agency (FEMA), and the appropriate Environmental Protection Agency Regional Office.

The contractor agrees to include these requirements in each subcontract exceeding S150,000 financed in whole or in part with federal assistance provided by FEMA." CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS

5. DEBARMENT AND SUSPENSION
This contract is a covered transaction for purposes of 2 C.F.R. Part 180 and 2 C.F.R. Part 3000. As such, the contractor is required to verify that none of the contractor's principals (defined at 2 C.F.R. § 180.995) or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935).

The contractor must comply with 2 C.F.R. Part 180, subpart C and 2C.F.R. Part 3000, subpart C, and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into.

This certification is a material representation of fact relied upon by the City. If it is later determined that the contractor did not comply with 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C, in addition to remedies available to the City, the federal government may pursue available remedies, including but not limited to suspension and/or debarment.

The bidder or proposer agrees to comply with the requirements of 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions."

6. BYRD ANTI-LOBBYING AMENDMENT
Byrd Anti-Lobbying Amendment, 31 u.s.c. § 1352 (as amended) Contractors who apply or bid for an award of more than 5100,000 shall file the required certification. Each tier certifies to the tier above that it will not and has not used federally 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 are forwarded from tier to tier up to the recipient who in turn will forward the certification(s) to the federal awarding agency.

The undersigned certifies, to the best of his or her knowledge and belief, that:

No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to an'%/ perSOn for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of 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 federal contract, grant, loan, or cooperative agreement.

If any funds other than federal appropriated funds have been paid or will be paid to any CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.

The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, Title 31, u.s.c. Any person who fails to file the required certification shall be subject to a civil penalty of not less than 510,000 and not more than 5100,000 for each such failure."

7. PROCUREMENT OF RECOVERED MATERIALS
"In the performance of this contract, the Contractor shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired-
Competitively within a timeframe providing for compliance with the contract performance schedule;
Meeting contract performance requirements; or
At a reasonable price.

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

The Contractor also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act.

8. PROHIBITION ON CONTRACTING FOR COVERED TELECOMMUNICATIONS EQUIPMENT OR

SERVICES
(a) Definitions. As used in this clause, the terms backhaul; covered foreign country; covered telecommunications equipment or services; interconnection arrangements; roaming; substantial or essential component; and telecommunications equipment or services have the meaning as defined in FEMA Policy 405-143-1, Prohibitions on Expending FEMA CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS Award Funds for Covered Telecommunications Equipment or Services (Interim), as used in this clause -
(b) Prohibitions.
(1) Section 889(b) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. No. 115-232, and 2 C.F.R. § 200.216 prohibit the head of an executive agency on or after Aug.l3, 2020, from obligating or expending grant, cooperative agreement, loan, or loan guarantee funds on certain telecommunications products or from certain entities for national security reasons.
(2) Unless an exception in paragraph (c) of this clause applies, the contractor and its subcontractors may not use grant, cooperative agreement, loan, or loan guarantee funds from the Federal Emergency Management Agency to:
(i) Procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system;
(ii) Enter into, extend, or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system; (iii) Enter into, extend, or renew contracts with entities that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system; or
(iv) Provide, as part of its performance of this contract, subcontract, or other contractual instrument, any equipment, system, or service 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.
(c) Exceptions.
(1) This clause does not prohibit contractors from providing - (i) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or
(ii) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles.
(2) By necessary implication and regulation, the prohibitions also do not apply to:

CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS (i) Covered telecommunications equipment or services that:
i. Are not used as a substantial or essential component of any system; and ii. Are not used as critical technology of any system. (ii) Other telecommunications equipment or services that are not considered covered telecommunications equipment or services.
(d) Reporting requirement.
(1) In the event the contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the contractor is notified of such by a subcontractor at any tier or by any other source, the contractor shall report the information in paragraph (d)(2) of this clause to the recipient or subrecipient, unless elsewhere in this contract are established procedures for reporting the information. (2) The Contractor shall report the following information pursuant to paragraph (d)(l) of this clause:
(i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.
(ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause:

Any further available information about mitigation actions undertaken or recommended. In addition, the contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services.
(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments."

9. DOMESTIC PREFERENCES FOR PROCUREMENTS
As appropriate, and to the extent consistent with law, the contractor should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. This includes, but is not limited to iron, aluminum, steel, cement, and other manufactured products.

For purposes of this clause:

CERTIFICATION REGARDING SUPPLEMENTAL FEMA and Cal OES SOLICITATION REQUIREMENTS Produced in the United States means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.

Manufactured products mean items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber.

10. COMPLIANCE WITH FEDERAI LAW, REGULATIONS, AND EXECUTIVE ORDERS AND ACKNOWLEDGEMENT OF FEDERAL FUNDING.

This is an acknowledgement that FEMA financial assistance will be used to fund all or a portion of the contract. The contractor will comply with all applicable federal law, regulations, executive orders, FEMA policies, procedures, and directives.

ACKNOWLEDGEMENT AND CERTIFICATION
The Contractor, GA Technical Services, Inc., acknowledges the above requirements and certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any, including the certification required by Section 6 related to debarment and suspension, Section 7 related to the Byrd Anti-Lobbying Amendment. In addition, the 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.

Signature of Contract thoriz ed Official
Adriana Cervantes, Secretary
Name and Title of Contractor's Authorized Official 01 /06/2026
Date
City Of Sacramento
B25014541008
Bid Proposal Guarantee

KNOW ALL MEN BY THESE PRESENTS,
That we, GA Technical Services, Inc.
as Principal, and Developers Surety and Indemnity Company a corporation duly organized under the laws of the State of Cal:forn:a and duly licensed to b ecome sole surety on bonds required or authorized by the State of California, as Surety, are held and firmly bound unto the City of Sacramento, hereinafter called the City, in the penal sum of ten percent (10o/o) of the (BASE OR LUMP SUM) Proposal of the Principal above named, or other amount as set forth in the Invitation to Bidders, submitted by said Principal to the City for the Work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly bythese presents.

THE CONDITION OF THIS OBLIGATION IS SUCH
That whereas the Principal has submitted the above-mentioned Proposal to the City, for which Proposals are to be opened at the Department of City Clerk, City of Sacramento, located at 915 I Street, Sacramento, CA 95814.

SAM & BONNIE PANNELL COMMUNITY CENTER ST ANDBY GENERATOR PROJECT C15002001
NOW, THEREFORE, if the aforesaid Principal is awarded the Contract and within the time and manner required under the Contract Documents, enters into a written Contract, in the prescribed form, in accordance with the Proposal, and files two (2) bonds with the City, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and files the required insurance policies with the City, all as required by the Contract Documents or by law, then the obligation shall be null and void; otherwise it shall be and remain in full force and effect.

In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court, which sums shall be additional to the principal amount of this bond. 71gBylj Name and Address SullivanCurtisMonroe Insurance SeNiCeS, LLC ORIGINAL APPROVED AS TO FORM: 2010 Main St. #700, Irvine, CA 92614 Agent Phone # (949) 250-7172
SuretyPhone# (216)328-6100
City Attorney California License # OE83670
CALIFOFINIA ALL-PURPOSE ACKNOWLEDGMENT CML CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Orange
On DEC 312025
Date
personally appeared
before me, Chloe Feinberg, Notary Public
Here Insert Name and Title of the Officer
Martha Barreras
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. i@y':,,=iNi'::i':::2:,:a,
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature (-('t(7 €:. -if(j/ r /,1 lj-"2./)a
Signature o'f Naiary Public
Place Notary Seal Above

OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

DocumentDate: S NumberofPages:

Signer(s) Other Than Name ve:

Capacity(ies) Claimed by Signer(4 S SOigner's Name:Signer's Name:
€ Corporate Officer - Title(s): S € Corporate Officer - Title(s) € Partner - € Limited € General S € Partner - € Limited € General € Individual € Attorney in Fact S € Individual € Attorney in Fact € Trustee € Guardian or Conservator § € Trustee € Guardian or Conservator € Other: "S € Other:

Signer Is Representing: Ng.ner Is Representing:
@2016NationalNotaryAssociationawww.NationalNotary.orgo1-800-USNOTARY(1-800-876-6827) ltem#5907

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of Los Angeles
(insert name and title of the officer)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
#z% NotLa-orsyAPnu'gbel!Ices- Ccoaulifnotyrnla =oj, . . , My C5imm. Explres.Mar.. i.2029 Signature('I'-1)A-C (Seal)

MINIMUM QUALIFICATIONS QUESTIONNAIRE
Sacramento City Code Section 3.60.020 authorizes the Sacramento City Council to adopt standard minimum qualifications for bidders on competitively bid public works construction projects, and requires, among other provisions, that a bidder meet such minimum qualifications at the time of bid opening in order to bid. On July 31, 2007, the City Council adopted Resolution No. 2007-574 establishing these standard minimum qualifications. Pursuant to City Code section 3.60.020, a bidder failing to meet these minimum qualifications at the time of bid opening shall not be considered a responsible bidder for purposes of bidding on the subject project.

All bidders must demonstrate compliance with the minimum qualifications established by Resolution No. 2007-574 by completing all of the questions contained in this questionnaire. Bidder responses shall be limited to those operating business units, offices, branches and/or subsidiary divisions of the bidder that will be involved with the performance of any project work if awarded the contract. If a bidder answers "yes" to any single question, fails to submit a fully completed questionnaire, or submits false information, this will result in a determination that the minimum qualifications are not met, and the bidder shall not be considered a qualified bidder for purposes of bidding on this contract. If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must separately meet these minimum qualifications for the Joint Venture to be considered a qualified bidder.

The City of Sacramento ("City") shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result ofinvestigation by the City.

While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City's competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall notin any way limit or affect the City's ability to: (1 ) review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.

By submitting this questionnaire, the bidder consents to the disclosure of its questionnaire answers: (i) to third parties for purposes of verification and investigation; (ii) in connection with any protest, challenge or appeal of any action taken by the City; and (iii) as required by any law or regulation, including without limitation the California Public Records Act (Calif. Gov't Code sections 6250 et seq.). Each questionnaire must be signed under penalty of perjury in the manner designated at the end of the form, by an individual who has the legal authority to bind the bidder submitting the questionnaire. If any information provided by a bidder becomes inaccurate, the bidder shall immediately notify the City and provide updated accurate information in writing, under penalty of perjury.

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire
Page l of 9

QUESTIONNAIRE
NOTICE: For firms that maintain other operating business units, offices, branches and/or subsidiary divisions that will not be involved with the performance of any project work if the firm is awarded the contract, references hereafter to "your firm" shall mean only those operating business units, offices, branches and/or subsidiary divisions that will be involved with the performance of any project work.

All of the following questions regarding "your firm" refer to the firm (corporation, partnership or sole proprietor) submitting this questionnaire, as well as any firm(s) with which any of your firm's owners, officers, or partners are or have been associated as an owner, officer, partner or similar position within the last five years The firm submitting this questionnaire shall not be considered a responsible bidder if the answer to any of these questions is "yes", or if the firm submits a questionnaire that is not fully completed or contains false information Classification & Expiration Date(s) of California Contractor's License Number(s) held by firm:

GA Technical Services, Inc. - 816080
Has a contractor's license held by your firm and/or any owner, officer or partner ofyour firm been revoked at anytime in the last five years?
€ Yes g No
Within the last five years, has a surety firm completed a contract on your firm's behalf, or paid for completion of a contract to which your firm was a party, because your firm was considered to be in default or was terminated for cause by the project owner? € Yes M No
At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to either California Labor Code section 4777.1 (prevailing wage violations) or Labor Code section 1 777.7 (apprenticeship violations)?
€ Yes )0 No
At any time during the last five years, has your firm, or any of its owners, officers or partners been convicted of a crime involving the awarding of a contract for a government construction project, or the bidding or performance of a government contract? a Yes K No

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

Answer either subsection A or B, as applicable:

A. Your firm has completed three or more government construction contracts in Sacramento Countywithin the last five years: Within those five years, has your firm been assessed liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time? NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question. € Yes n No € Not applicable
OR
B. Your firm has not completed at least three government construction contracts in Sacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging an assessment of liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question. € Yes € No € Not applicable
In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason? NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question. € Yes )0 No
Has CAL OSHA assessed a total of three or more penalties against your firm for any "serious" or "willful" violation occurring on construction projects performed in Sacramento County at any time within the last three years?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes )O No

FOR CITY CLERK USE ONLY
RESOLUTIONNO.: 2007-574
Minimum Qualifications Questionnaire

DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

Answer either subsection A or B, as preferred:

A. In the last three years has your firm had a three year average Workers' Compensation experience modification rate exceeding 1.1?
€ Yes XI No
OR
B. In the last three years has your firm had a three-year average incident rate for total lost workday cases exceeding I O?
NOTE: Incident rates represent the number of lost workday cases per 100 full- time workers and is to be calculated as: (N/EH) x 200,000, where N
EH
200,000
= number of lost workday cases (as defined by the u.s. Dept. of Labor, Bureau of Labor Statistics)
= total hours worked by all employees during the calendar year
= base for 100 equivalent full-time working (working 40 hours per week,
50 weeks per year)
€ Yes € No

10. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed penalties three or more times, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was a contractor in Sacramento County?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes n No

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
Minimum Qualifications Questionnaire

DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

11. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed a single penalty of $100,000 or more, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was the contractor in Sacramento County?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes 0!l No

12. In the past three years, have civil penalties been assessed against your firm pursuant to California Labor Code 1 777.7 for violation of California public works apprenticeship requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes C!'( No

13. In the past three years, has a public agency in California withheld contract payments or assessed penalties against your firm for violation of public works prevailing wage requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a withholding or penalty assessment, you need not include that withholding or penalty assessment in responding to this question.
€ Yes M No

14. Hasyourfirmbeenassessedpenaltiesforviolationofpublicworksprevailingwagerequirements in California, in an aggregate amount for the past three years of $50,000 or more? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
€ Yes n No

FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-57 4
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

VERIFICATION AND SIGNATURE
I, the undersigned, certify and declare that I have read all the foregoing answers to this Minimum Qualifications Questionnaire, and know their contents. The matters stated in these Questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Signed at Glendora, California
(Location)
Signature: p,it.C';i
on 01 /06/2026
(Date)
Print na me: Adriana Cervantes
Title: Secretary
NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must submit a separate Minimum Qualifications Questionnaire.

FOR CITY CLERK USE ONLY
RESOLUTIONNO.: 2007-574
DATE ADOPTED: July 31, 2007
Minimum Qualifications Questionnaire

CITY OF SACRAMENTO Drug-Free Policy and Affidavit

DRUG-FREE WORKPLACE POLICY AND AFFIDAVIT
BID PROPOSALMAY BE DECLARED NONRESPONSIVE IFTHIS FORM8 /S NOT ATTACHED.

Pursuant to Ciff Council Resolution CC90-498 dated 6/26/90 the following is required.

The undersigned contractor certifies that it and all subcontractors performing under thts Agreement will provide a drug-free workplace by:

1. Publishing a "Drug-Free Workplace" statement not'fying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the contractor's workplace and specifying tlie actions that will be taken against employees for violations of sucli prohibition.

2. Establisl'ring a Drug-Free Awareness Program to inform employees about:
a. The dangers of drug abuse in the workplace.
b. Tlie contractor's policy of maintaining a drug-free workplace. c. Any available drug counseling, rehabilitation, and employee assistance program. d. The penalties that may be imposed upon employees for drug abuse violations occurring in t)ie workplace.

3. Notifyemployeestliatasacondit'onofemploymentundert1iisAgreement,employeeswillbeexpectedto:
a. Abide by the terms of t)ie statement.
b. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace.

4. MakingitarequirementthateachemployeetobeengagedintheperformanceoftheAgreementbegivenacopyonthe"Drug-Free Workplace" statement.

5. Taking one of the following appropriate actions, within thirty (30) days of receiving not'ce from an employee or otherwise receiving such noi'ce, that said employee has received a drug conviction for a violation occurring in the workplace:
a. Taking appropriate disciplinary action against sucli an employee, up to and including terinination: or b. Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitat'on program approved for suc)i purposes by a federal, state, or local )iealtli, law enforcement or other appropriate agency. ' I certify that no person employed by this company, corporation, or business has been convicted of any criminal drug statute violation on any job site or project where this company, corporation or business was performing was within three years of the date of my signature below.

EXCEPTION:

Date Violation Type Place of Occurrence
If additional space is required use back of this form. " The ahove siaiement will also he incorporated as a part of each siihcnnrract' a7eement fnr any and all subcontractors selected for performance on this proiect.

IN THE EVENT THIS COMPANY, CORPORATION, OR BUSINESS IS AWARDED THIS CONSTRUCTION AGREEMENT, AS A RESULT OF THIS BID; THE CONTRACTOR WITH HIS/HER SIGNATURE REPRESENTS TO THE CITY THAT THE INFORMATION DISCLOSED IN THJS DOCUMENT IS COMPLETE AND ACCURATE. IT IS UNDERSTOOD AND AGREED THAT FALSE CERTIFICATION IS SUBJECT TO IMMEDIATE TERMINATION BY THE CITY.

The Representations Made Herein On This Document Are Made Under Penalty Of Perjury.

CONTRA
Signa
Technical Services, Inc.

Adriana Cervantes, Secretary Date: 01/06/2026
Title
Effects of violations: a. Suspension of payments under the Agreement. b. Suspension or termination of the Agreement. c. Suspension or debarment of the contractor from receiving any Agreement from the City of Sacramento for a period not to exceed five years.

City of Sacramento Pannell Community Center Standby Generator

TABLE OF CONTENTS 000000 - 1

TABLE OF CONTENTS

DIVISION 01 -- GENERAL REQUIREMENTS
01 10 00 Summary
01 25 00 Substitution Procedures
01 26 00 Contract Modification Procedures/EZ-PCO
01 29 00 Payment Procedures
01 31 00 Project Management and Coordination
01 32 00 Construction Progress Documentation
01 33 00 Submittal Procedures
01 40 00 Quality Requirements
01 42 00 References
01 50 00 Temporary Facilities & Controls
01 60 00 Product Requirements
01 73 00 Execution
01 74 19 Construction Wast e Management and Disposal
01 77 00 Closeout Procedures
01 78 39 Project Record Documents

DIVISION 26 - ELECTRICAL
26 00 01 Basic Electrical Requirements
26 05 00 Electrical Materials and Methods

END OF SECTION
City of Sacramento Pannell Community Center Standby Generator SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by Owner.

4. Work under separate contracts.

5. Future work.

6. Owner-furnished products.

7. Access to site.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and Drawing conventions.

11. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION
A. Project Identification: Pannell Community Center Standby Generator

1. Project Location: 2450 Meadowview Rd, Sacramento, CA 95832.

B. Owner: City of Sacramento, 915 I St. Sacramento, CA 95814.

1. Owner's Representative: Zane Jackson, Senior Engineer (916) 808-8423, [email protected].

1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Scope of work of the Project is defined by the Contract Documents and consists of the following:

City of Sacramento Pannell Community Center Standby Generator SUMMARY 011000 - 2
The project includes installing a new standby diesel generator, automatic transfer switch and new main switchboard, including a utility (SMUD) connection and back feeding the existing main switchboard. Work also includes all associated electrical work, excavation, trenching, compaction, subgrade, concrete foundations, pads and walkways, asphalt, fencing, etc. and coordination for a complete project as de- tailed in the plans and specifications.

The City has pre-purchased the new 2000 A electrical switchboard, 1200 A auto- matic transfer switch and the 300 kW standby generator which includes a sub-base fuel tank, radiator mounted load-bank and a sound attenuated enclosure. (Note:
panel EM has not been pre-purchased and is the contractors responsibility to pro- vide and install).

Contractor will be required to pick up the electrical switchboard and generator from the City’s South Area Corporation Yard, located at 5730 24 th Street, Sacramento,
CA 95822. Contractor shall provide and use a crane with a licensed operator and rigger for lifting and setting the switchboard and the generator, as well as providing adequate transportation to move the equipment to the project site and set them in their locations.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

2. Prime Contractor must possess valid B General Building License from the Contractors State License Board throughout the duration of the project.

3. All licensed trade work must be performed by a contractor that possess the appropriate license through the Contractors State License Board, including but not limited to C10 Electrical, C8 Concrete, C13 Fencing, etc.

1.5 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to Work in areas and areas within the Contract limits as indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Site Access is limited to the area of work as shown on the contract documents and detailed in this section. The site is a Community Center with a Swimming Pool. The building and possibly the pool (depending on construction time of year) will remain occupied and in use during the entire project, (except for the duration of the electrical power outage and work to energize the new electrical service and back-feed the old electrical service.)

2. Maintain site and building access throughout the project duration, including driveways, walkways, sidewalks and entrances except when pre-planned work is being performed. Building access is only allowed for the execution of pre-planned construction activities.

City of Sacramento Pannell Community Center Standby Generator SUMMARY 011000 - 3
a. Site personnel, visitors and delivery services shall have access to the site as necessary so the Community Center can operate without interruptions. b. Schedule deliveries to minimize use of driveways and entrances by construction operations.
c. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3. Work within the driveway must be carefully coordinated with the City’s representative and the Community Center. Trench plates will be required to cover open trenches when trenching activities are not actively being performed.

1.6 COORDINATION WITH OCCUPANTS
A. The Owner and the public will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations.

Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's, tenants and the public use and operations.

3. The pre-planned power outage with SMUD and the building to move the electrical service from the existing main switchboard to the new main switchboard is expected to take 7 days. The contractor must work everyday until power is restored to the building. Any overtime work or weekend work must be included in the contractor base bid.

4. The pre-planned power outage requires a minimum of two weeks prior notice to the owner.

5. The power outage is expected to be schedule during the second half of May 2026 or the first half of June 2026.

6. During the planned power outage, contractor to provide a fire watch for the building, anytime the Fire Alarm system is de-energized and/or not operational, the same requirement pertains to the security system and site / building security shall be provided by the contractor if the Security system is de-energized and/or not operational. Any and all cost associated with these requirements are the contractor responsibility to pay.

7. Blocking of code required exiting paths must be done during times the building is not occupied, or alternate temporary exiting paths must be provided, as coordinated and approved by City’s representative.

1.7 COORDINATION WITH ELECTRIC UTILITY COMPANY

1. Contractor shall coordinate all electric work related to the utility company, including:
a. Pre-construction meetings and construction meetings
b. Secondary feeder location and trenching requirements.

City of Sacramento Pannell Community Center Standby Generator SUMMARY 011000 - 4
c. Capture and extension of existing secondary conduits to feed new switchboard
d. Power outages
e. Meter installations
f. Energizing new switchboard
g. Any and all other required communication and coordination to complete the project.

1.8 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, unless otherwise indicated.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner, tenants or the public.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

D. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

E. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

F. When appropriate, Owner will issue keyless-entry cards on a temporary basis to Contractor employees critical to the projec t who require entry to work premises when no Owner personnel is present on site. This procedure will be followed on an as- needed basis with restrictions specified at the Pre-Construction meeting. All keyless cards must be surrendered to Owner when work is complete or entry during non- occupied periods is no longer required.

1.9 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

City of Sacramento Pannell Community Center Standby Generator SUMMARY 011000 - 5

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions and Value Engineering.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or City that are not required to meet other Project requirements but may offer advantage to Contractor or City.

1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation met hod to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided at the end of this section.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by City and City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 2
separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. i. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
j. Cost information, including a proposal of change, if any, in the Contract Sum.
k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.
l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. City’s Action: If necessary, the City’s representative will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. City will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if City does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 3

1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: City will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, City will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience:

1. City will consider requests for substitution if received no later than 10 days prior to Bid Date.

2. All Substitutions for Convenience must be pre-approved prior to Bid Date.

3. All requests for pre-approval of Substitutions for Convenience must be in writing.

4. All items, materials or processes that ar e to be considered for pre-approval must be submitted in the manner described in the i ndividual Specification Sections in which they appear, and must include all require d and necessary support information, certificates, and product information neede d for evaluation. Responsibility for assembling and providing adequate review material is solely that of the pre-approval application. Adequacy of the material submitted will be determined solely by the City, whose decision shall be final.

5. Inadequate applications will not be reviewed. The City has no obligation to notify applicants of inadequate applications prior to the established cut-off dates for review.

City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 4

6. The City has no obligation to review proposed equals prior to Bidding unless pre- approval of a particular material, method or item of equipment is expressly required in the Specifications.
7 Conditions: City will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, City will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers City a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities City must assume. Ci ty’s additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by City, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule.
f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work.
i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 2 - EXECUTION (Not Used)
City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 5

FORM FOR USE WITH SUBSTITUTION REQUESTS / EQUALS

TO:

PROJECT:

SPECIFIED ITEM:

SECTION: PAGE: PARAGRAPH: DESCRIPTION:

The undersigned requests consideration of the following:

PROPOSED SUBSTITUTION:

Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the requests; applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents that pro- posed substitution will require for its proper installation.

The undersigned states that the following paragraphs, unless modified on attachments, are cor- rect:

1. The proposed substitution does not affect dimensions shown on Drawings.

2. The undersigned will pay for changes to the building design, including engineering, de- sign, detailing and construction costs caused by the requested substitution.

3. The proposed substitution will have no adverse effect on other trades, the construction schedule or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

The undersigned further states that the function, appearance and quality of the proposed substi- tution are equivalent or superior to the specified item.

Submitted by: Title:

Signature: Date:

Firm: Phone:

Address:

Attachments:

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Accepted: City Rejected: City____________________ By: Date: (City)

END FORM FOR USE WITH SUBSTITUTION REQUESTS
City of Sacramento Pannell Community Center Standby Generator

SUBSTITUTION PROCEDURES 012500 - 6
END OF SECTION 012500
City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK
A. Owner will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, by use of a Proposed Change Order request.

1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: C onstruction Manager will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests iss ued by Construction Manager are not instructions either to stop work in progress or to execute the proposed change.

2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 2
duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. e. If additional days are requested, demonstrate how the change increases the critical path of the schedule, versus only a parallel path, thus not increasing the number of days required for completion.
f. Quotation Form: Use EZ-PCO form provided by Owner. A sample copy is included in this section.
g. Markups, including percentages of mark-up, shall be allowed only as described within the EZ-PCO Change Order Proposal and Change Order Proposal Summary. No mark-up is allowed for intermediate sub- contractors.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Construction Manager.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. If additional days are requested, demonstrate how the change increases the critical path of the schedule, versus only a parallel path, thus not increasing the number of days required for completion.

7. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

8. Proposal Request Form: Use EZ-PCO form provided by Owner . Sample copy is included in this section.

9. Markups, including percentages of mark-up, shall be allowed only as described within the EZ-PCO Change Order Proposal and Change Order Proposal Summary. No mark-up is allowed for intermediate sub-contractors.

1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request: Construction Manager will issue a Change Order for signatures of Owner and Contractor on form included in this section.

City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 3

1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Construction Manager may issue a Construction Change Directive on form included in Project Manual. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract, included but not limited to signed labor tickets, invoices for material and equipment, etc.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 4

City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 5
Change Order Proposal - EZ-PCO

General Contractor or Sub-Contractor Direct Costs

1. Labor…………………………………………… $ .

2. Materials ………………………………………. $ .

3. Equipment …………………………………….. $ .

4. Sub-Total for Labor, Materials & Equipment $ . $ .

Summary of Sub-Contractor Cost
a. $ .
b. $ .
c. $ .
d. $ .
e. $ .

5. Sub-Total for Sub-Contractors Above $ . $ .

6. Mark-Up on Labor, Materials & Equipment ………………………… $ .

If Line 4 above is greater than zero (“0”), enter 15% x Line 4; or If Line 4 above is less than zero (“0”) enter 10% x Line 4 as a credit.

7. Mark-Up on Sub-Contractor Cost (Prime Contractor Only) $ .

If Sub-Contractor Summary enter zero (“0”).

If Line 5 above is greater than zero (“0”), enter 5% x Line 5; or If Line 5 above is less than zero (“0”) enter zero (“0”).

8. Total Proposal (Line 4 + Line 5 + Line 6 + Line 7) …..………………….. $ .

9. Proposed Time Extension (Prime Contractor Only, Calendar Days) …..

Days
(Requires written schedule analysis and justified impact to critical path schedule or enter zero “0”).

Project Number: Date:

Agreement Number:

Company: PCO #:

Summary for: Contractor  Sub-Contractor 
Attach supporting documentation with detailed cost breakdowns. Attach this form to each sub-contractor pro- posal. Refer to instructions for detail on completing this form.

City of Sacramento Pannell Community Center Standby Generator

CONTRACT MODIFICATION PROCEDURES 012600 - 6
Change Order Proposal Summary - EZ-PCO

Prime Contractor shall complete and attach this form as a coversheet for each price proposal for work the prime contractor performed and as separate coversheets for each separate sub-contractor proposal at any tier forming a part of the prime proposal. All forms to be accompanied with the required supporting documentation for the proposed change request, including labor, invoices for material, equipment, etc.

Lines 1, 2 & 3 represent authorized allowable labor, materials and equipment by the firm performing the work and proposing the costs, whether prime or sub-contractor. Include only costs directly and solely attributable to work described in the PCO. Do not include the types of costs listed as “Indirect and Over- head Costs” below.

Line 5 – Represents authorized allowable costs proposed by sub-contractors at the next lower tier.

Line 6 – A credit of 5% for mark-up is applied to net credit costs at the prime contractor tier or sub- contractor tier at which the cost is incurred.

Line 7 – The aggregate of mark-ups made at sub-contractor tiers shall not exceed 15%. No mark-up is allowed for intermediate sub-contractors.

Indirect and Overhead Costs
Do NOT include indirect and overhead costs in lines 1 through 4. The following list is not inclusive and serves only to present examples of the types of costs which are already included in allowable mark-ups.

Salaries and Benefits
Principal Officer, Project Manager, Superintendent, General Foreman, Quality Control Representative, Engineer, Estimator, Negotiator, Office Manager, Clerical, Receptionist, etc.

Facilities
Office rental/depreciation, storage trailer, warehouse, shops, toilets, washrooms, yard, temporary electrical panel and circuits, temporary lighting, temporary plumbing and drainage, transportation, connection, setup, installation, and removal charges, costs of facilities capital, etc.

Utility Expense
Electricity, gas, water, telephone, janitorial, trash removal, dump fees and sanitary pump-out, etc.

Office Equipment & Vehicles
Personnel transport vehicle (car, pick-up), general delivery vehicle, company car, yard equipment and machin- ery, depreciation, fuel, oil, filters, tires, maintenance, repairs, storage bins, dumpsters, computers, fax machines, refrigerator, coffee machine, audio and video recorders, cameras, shoring, etc, Office Furnishings
Desks, tables, chairs, lamps, file cabinets, credenzas, bookcases, carpeting, draperies, dividers, etc.

Small Tools
Shovels, pry bars, hammers, nail gun, screwgun, Hilti, skillsaw, cutoff saw, hacksaw, pliers, snips, torches, hand drills, come-alongs, wrenches, caulk guns, tape measures, levels, chalk lines, conduit benders, fish tape, water hose, etc.

Consumables
Paper, pens, pencils, office supplies, reusable lumber, form materials, tarpaulins, drinking cups, toilet paper, etc.

Safety Equipment
Ear protection, goggles, respirators, safety belts, first aid supplies, fire extinguishers, etc.

Material Delivery, Off-Loading and Handling Expenses
General Office Expenses
Bid preparation, payment and performance bonds, estimating, planning, marketing, public relations, entertain- ment, safety and security, professional, business and contractors licenses and fees, employee recruitment, ter- mination, transportation and relocation. Professional service fees, legal fees, court costs, litigation, arbitration, idle facilities and capacity, losses on contracts, security, transportation costs, contributions and donations, gen- eral coverage, liability insurance, project general insurance, corporate income taxes, stock and bond dividends, debt principal and interest payments, job-site close-up, mobilization and demobilization, etc.

Change Order Administrative Expenses
Takeoff & estimate, proposal preparation & transmittal, negotiations, distribution, general supervision, billing, quality control, schedule update, as-built update, bond and insurance adjustment, etc.

END OF SECTION 012600
City of Sacramento Pannell Community Center Standby Generator

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 012600 " Contract Modification Procedures " for administrative procedures for handling changes to the Contract.

2. Section 013200 " Construction Progress Documentation " for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 DEFINITIONS
A. Schedule of Values (SOV): A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES
A. Coordination: Coordinate the SOV with Contractor's construction schedule.

1. Coordinate line items in the SOV with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to City’s Project Manager at earliest possible date, but no later than 14 days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Separate Elements of Work: Where the Contractor's construction schedule defines separat e elements of the Work, provide subschedules showing values coordinated with each element.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

City of Sacramento Pannell Community Center Standby Generator

PAYMENT PROCEDURES 012900 - 2

1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. City's Project number.
c. Contractor's name, address and phone number.
d. Date of submittal.

2. Use the City provided Schedule of Values Form.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

4. Provide a separate line item in the SOV for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

6. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling equal or greater than five percent of the Contract Sum and subcontract amount.

7. Schedule of Values Revisions: Revise the SOV when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by City’s Project Manager and Construction Manager and paid for by Owner.

B. Payment Application Times: The date (20
th of each month) for each progress payment
is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

1. Submit draft copy of Application for Payment ten days prior to due date for review by City Labor Compliance, Inspector, Project & Construction Manager.

C. Application for Payment Forms: Use City provided as form for Applications for Payment.

City of Sacramento Pannell Community Center Standby Generator

PAYMENT PROCEDURES 012900 - 3

D. Application Preparation: Complete every entry on form. Execute by a person authorized to sign legal documents on behalf of Contractor. City will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of approved and fully executed Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.

E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide address of warehouse facility, certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.
c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

F. Transmittal: Submit one signed original copies of each Application for Payment to Project / Construction Manager by an electronic method ensuring receipt. Include waivers of lien and similar attachments.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

G. Waivers of Liens: With each Application for Payment, submit waivers of lien from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

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PAYMENT PROCEDURES 012900 - 4

4. Submit final Application for Payment wi th or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

H. Initial Application for Payment: Administrati ve actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Approved Schedule of Values (SOV).

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

12. Initial progress report.

13. Report of preconstruction conference. .

I. Application for Payment at Substantial Completion: After City issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completi ng Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. Evidence that claims have been settled.

5. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

6. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 1
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor. However, General Contractor shall coordinate and be responsible for the entire project.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS
A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS
A. Key Personnel Names: Within 5 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list cellular telephone numbers and e-mail addresses. Provide names, telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative ac tivities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Prepare coordination drawings for the generator and main switchboard area, include all electrical equipment, working clearances, fencing, etc.

2. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. c. Indicate required installation sequences.

City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 3
d. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to City indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Electrical Work: Show the following:
a. Generator, and associated base tank, enclosure and duct bank b. Main switchboard
c. Automatic transfer switch
d. Generator pad, and adjacent concrete surfaces
e. Conduit paths and stub-up locations within the equipment. f. Fencing, including gates with swing
g. Adjacent existing concrete sidewalks and curbs

2. Review: Owner will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Owner deter mines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner will so inform Contractor, who shall make suitable modifications and resubmit.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Submittal Format: Submit coordination drawing files using PDF format.

2. Owner will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. owner makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in AutoCAD, Microsoft Windows version.
c. Contractor shall execute a data licensing agreement in the form of the Agreement included in this Project Manual.

1.7 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Owner will return without response those RFIs submitted to Owner by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.

City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 4
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Owner

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Form bound in Project Manual or Software-generated form with substantially the same content as indicated above, acceptable to Owner.

1. Attachments shall be electronic files in PDF format.

D. Owner's Action: Owner will review each RFI, determine action required, and respond.

Allow five working days for Owner's res ponse for each RFI. RFIs received by Owner after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner's action may include a request for additional information, in which case Owner's time for response will date from time of receipt by Owner of additional information.

3. Owner's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures." City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 5
a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner in writing within 5 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of City.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Owner's response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

F. On receipt of Owner's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner within five days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Architect's Digital Data Files: Digital data files of Architect's CAD drawings will be provided by Architect for Contractor's use during construction.

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project record Drawings.

2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Digital Drawing Software Program: Contract Drawings are available in AutoCAD, Microsoft Windows version.

4. Contractor shall execute a data licensing agreement in the form of Agreement included in Project Manual.
a. Subcontractors, and other parties granted access by Contractor to Architect's digital data files shall execute a data licensing agreement in the form of Agreement included in this Project Manual.

5. The following digital data files will be furnished for each appropriate discipline:
a. Site plans.
b. Floor plans.
c. Reflected ceiling plans.

B. PDF Document Preparation: Where PDFs are required to be submitted to City, prepare as follows:

City of Sacramento Pannell Community Center Standby Generator

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submi tted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

1.9 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.

B. Preconstruction Meeting: Owner will schedule and conduct a preconstruction meeting before starting construction, at a time convenient to City, but no later than 15days after execution of the Agreement.

1. Attendees: Authorized representatives of City and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.
h. Procedures for processing field decisions and Change Orders. i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.
l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Sustainable design requirements.
o. Preparation of Record Documents.

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p. Use of the premises.
q. Work restrictions.
r. Working hours.
s. Owner's occupancy requirements.
t. Responsibility for temporary facilities and controls. u. Procedures for moisture and mold control.
v. Procedures for disruptions and shutdowns.
w. Construction waste management and recycling.
x. Parking availability.
y. Office, work, and storage areas.
z. Equipment deliveries and priorities.
aa. First aid.
bb. Security.
cc. Progress cleaning.

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Progress Meetings: Conduct progress meetings at regular intervals.

1. Progress meeting will be scheduled weekly on site or at the City’s South Corporation Yard, 5730 24
th Street, Sacramento, CA 95822.

2. Coordinate dates of meetings with preparation of payment requests.

3. Attendees: In addition to representatives of City, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

4. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Status of sustainable design documentation.
5) Deliveries.

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6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of Proposal Requests.
16) Pending changes.
17) Status of Change Orders.
18) Pending claims and disputes.
19) Documentation of information for payment requests.

5. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

City of Sacramento Pannell Community Center Standby Generator

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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION 013100
City of Sacramento Pannell Community Center Standby Generator

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule.

2. Construction schedule updating reports.

3. Daily construction reports.

4. Site condition reports.

5. Unusual event reports.

1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities ar e arranged based on activity relationships.

Network calculations determine when activi ties can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

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1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.

1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF file, emailed to Owner and Architect.

B. Startup construction schedule.

C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working digital copy of sc hedule, using software indicated, and labeled to comply with requirements for submittals.

D. Construction Schedule Updating Reports: Submit with Applications for Payment.

E. Site Condition Reports: Submit at time of discovery of differing conditions.

F. Unusual Event Reports: Submit at time of unusual event.

1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: Experienced specialist in CPM scheduling and reporting, with capability of producing CP M reports and diagrams within 24 hours of Owner's request.

1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

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1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of Microsoft Project to manage construction schedules.

B. Time Frame: Extend schedule from date es tablished for commencement of the Work to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Owner.

2. Procurement Activities: Include procurem ent process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's and Owner’s administrative procedures necessary for certification of Substantial Completion.

5. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.

3. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Submittals.
b. Purchases.
c. Fabrication.
d. Sample testing.
e. Deliveries.
f. Installation.

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g. Tests and inspections.
h. Adjusting.
i. Curing.
j. Startup and placement into final use and operation.
k. Commissioning.

4. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion:

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and the Contract Time.

G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule three days before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule.

Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5
I. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

1.8 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt- chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.

1. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1.9 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. Approximate count of personnel at Project site.

3. Equipment at Project site.

4. Material deliveries.

5. High and low temperatures and general weather conditions, including presence of rain or snow.

6. Testing and inspection.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events.

10. Stoppages, delays, shortages, and losses.

11. Orders and requests of authorities having jurisdiction.

12. Change Orders received and implemented.

13. Construction Change Directives received and implemented.

14. Equipment or system tests and startups.

15. Partial completions and occupancies.

16. Substantial Completions authorized.

B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6
C. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
City of Sacramento Pannell Community Center Standby Generator

SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the schedule of values.

2. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.

3. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

4. Section 014000 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.

5. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.

6. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Owner's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Owner’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals ar e those submittals indicated in individual Specification Sections as "informational submittals."
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1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates.

Include additional time required for making corrections or revisions to submittals noted by Owner and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 30 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for Owner's final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.

1.5 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Owners representative.

4. Name of Contractor.

5. Name of firm or entity that prepared submittal.

6. Names of subcontractor, manufacturer, and supplier.

7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

8. Category and type of submittal.

9. Submittal purpose and description.

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10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

11. Drawing number and detail references, as appropriate.

12. Location(s) where product is to be installed, as appropriate

13. Other necessary identification.

14. Remarks.

15. Signature of transmitter.

B. Options: Identify options requiring selection by Owner.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Owner on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to owners representative by sending via email. Include PDF transmittal form. Include submittal number and name in email subject line as requested by Architect. a. Owner will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

2. Web-Based Project Software (When used): Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required fo r each Specification Section concurrently.

Partial submittals are prohibited. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

3. Coordinate transmittal of submittals for related parts of the Work specified in different Sections so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

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C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent s ubmittals is required. Owner will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Owner's action stamp.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete c opies of submittals on Project site. Use only final action submittals that are marked with approval notation from Owner's action stamp.

1.7 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.

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f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submittal based on Architect's digital data drawing files is permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

C. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

D. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

E. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections.

Include list of assumptions and summary of loads. Include load diagrams if applicable.

Provide name and version of software, if any, used for calculations. Number each page of submittal.

F. Certificates:

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1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

1.8 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp or indication in web-based Project software. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Owner will not review submittals received from Contractor that do not have Contractor's review and approval.

1.9 OWNER’S REVIEW
A. Action Submittals: Owner will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Owner will indicate, via markup on each submittal:
a. No Exceptions Taken
b. Make Corrections Noted
c. Revise and Resubmit
d. Rejected
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B. Informational Submittals: Owner will review each submittal and will not return it, or will return it if it does not comply with requirements. Owner will forward each submittal to appropriate party.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Owner will return without review submittals received from sources other than Contractor.

E. Submittals not required by the Contract Documents will be returned by Owner without action.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
City of Sacramento Pannell Community Center Standby Generator

QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedur al requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and quality-control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality-Control Tests: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

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D. Source Quality-Control Tests: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.

E. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

F. Quality-Assurance Services: Activities , actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

G. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality- control services do not include contract administration activities performed by Architect or Construction Manager.

1.4 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.5 INFORMATIONAL SUBMITTALS
A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Reports: Prepare and submit certified wri tten reports and documents as specified.

D. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

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QUALITY REQUIREMENTS 014000 - 3

1.6 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality-control plan within 10 days of Notice to Proceed, and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities. Coordinate with Contractor's Construction Schedule.

B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.

1.7 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements.

C. Fabricator Qualifications: A firm experi enced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, desig n, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

F. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

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QUALITY REQUIREMENTS 014000 - 4

1.8 QUALITY CONTROL
A. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility.

Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction.

1.9 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified testing agency / special inspector to conduct special tests and inspections required by authorities having jurisdiction.

PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted.

2. Description of the Work tested or inspected.

3. Date test or inspection results were transmitted to Architect.

4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's and Construction Manager's reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities.

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C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 014000
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REFERENCES 014200 - 1
SECTION 014200 – REFERENCES
PART 1 - GENERAL

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

1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other C ontract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and City of Sacramento Pannell Community Center Standby Generator

REFERENCES 014200 - 2
effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.

1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. AABC - Associated Air Balance Council; www.aabc.com.

2. AAMA - American Architectural Manufacturers Association; www.aamanet.org.

3. AAPFCO - Association of Americ an Plant Food Control Officials; www.aapfco.org.

4. AASHTO - American Association of Stat e Highway and Transportation Officials; www.transportation.org.

5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.

6. ABMA - American Bearing Manufacturers Association;
www.americanbearings.org.

7. ABMA - American Boiler Manufacturers Association; www.abma.com.

8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org

9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.

10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.

11. AF&PA - American Forest & Paper Association; www.afandpa.org.

12. AGA - American Gas Association; www.aga.org.

13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.

14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.

15. AI - Asphalt Institute; www.asphaltinstitute.org.

16. AIA - American Institute of Architects (The); www.aia.org.

17. AISC - American Institute of Steel Construction; www.aisc.org.

18. AISI - American Iron and Steel Institute; www.steel.org.

19. AITC - American Institute of Timber Construction; www.aitc-glulam.org.

20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.

21. ANSI - American National Standards Institute; www.ansi.org.

22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.

23. APA - APA - The Engineered Wood Association; www.apawood.org.

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24. APA - Architectural Precast Association; www.archprecast.org.

25. API - American Petroleum Institute; www.api.org.

26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).

27. ARI - American Refrigeration Institute; (See AHRI).

28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.

29. ASCE - American Society of Civil Engineers; www.asce.org.

30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE).

31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org.

32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org.

33. ASSE - American Society of Safety Engineers (The); www.asse.org.

34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.

35. ASTM - ASTM International; www.astm.org.

36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.

37. AWEA - American Wind Energy Association; www.awea.org.

38. AWI - Architectural Woodwork Institute; www.awinet.org.

39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com.

40. AWPA - American Wood Protection Association; www.awpa.com.

41. AWS - American Welding Society; www.aws.org.

42. AWWA - American Water Works Association; www.awwa.org.

43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.

44. BIA - Brick Industry Association (The); www.gobrick.com.

45. BICSI - BICSI, Inc.; www.bicsi.org.

46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org.

47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.

48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bissc.org.

49. CDA - Copper Development Association; www.copper.org.

50. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce- marking/

51. CEA - Canadian Electricity Association; www.electricity.ca.

52. CEA - Consumer Electronics Association; www.ce.org.

53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.

54. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.

55. CGA - Compressed Gas Association; www.cganet.com.

56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.

57. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.

58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.

59. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.

60. CPA - Composite Panel Association; www.pbmdf.com.

61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.

62. CRRC - Cool Roof Rating Council; www.coolroofs.org.

63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.

64. CSA - CSA Group; www.csa.ca.

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65. CSA - CSA International; (Formerly: IAS - International Approval Services); www.csa-international.org.

66. CSI - Construction Specifications Institute (The); www.csinet.org.

67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.

68. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org.

69. CWC - Composite Wood Council; (See CPA).

70. DASMA - Door and Access Syst ems Manufacturers Association; www.dasma.com.

71. DHI - Door and Hardware Institute; www.dhi.org.

72. ECA - Electronic Components Association; (See ECIA).

73. ECAMA - Electronic Components Assemb lies & Materials Association; (See ECIA).

74. ECIA - Electronic Components Industry Association; www.eciaonline.org.

75. EIA - Electronic Industries Alliance; (See TIA).

76. EIMA - EIFS Industry Members Association; www.eima.com.

77. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.

78. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org .

79. ESTA - Entertainment Services and Technology Association; (See PLASA).

80. ETL - Intertek (See Intertek); www.intertek.com.

81. EVO - Efficiency Valuation Organization; www.evo-world.org.

82. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.

83. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com.

84. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org.

85. FM Approvals - FM Approvals LLC; www.fmglobal.com.

86. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.

87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com.

88. FSA - Fluid Sealing Association; www.fluidsealing.com.

89. FSC - Forest Stewardship Council U.S.; www.fscus.org.

90. GA - Gypsum Association; www.gypsum.org.

91. GANA - Glass Association of North America; www.glasswebsite.com.

92. GS - Green Seal; www.greenseal.org.

93. HI - Hydraulic Institute; www.pumps.org.

94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).

95. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).

96. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org.

97. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com.

98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org.

99. IAS - International Accreditation Service; www.iasonline.org. 100. IAS - International Approval Services; (See CSA).
101. ICBO - International Conference of Building Officials; (See ICC). 102. ICC - International Code Council; www.iccsafe.org. 103. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 104. ICPA - International Cast Polymer Alliance; www.icpa-hq.org. 105. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 106. IEC - International Electrotechnical Commission; www.iec.ch.

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107. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 108. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org.
109. IESNA - Illuminating Engineering Society of North America; (See IES). 110. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 111. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org. 112. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu.
113. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 114. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.
115. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.
116. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 117. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org. 118. ISO - International Organization for Standardization; www.iso.org. 119. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 120. ITU - International Telecommunication Union; www.itu.int/home. 121. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 122. LMA - Laminating Materials Association; (See CPA). 123. LPI - Lightning Protection Institute; www.lightning.org. 124. MBMA - Metal Building Manufacturers Association; www.mbma.com. 125. MCA - Metal Construction Association; www.metalconstruction.org. 126. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 127. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.
128. MHIA - Material Handling Industry of America; www.mhia.org. 129. MIA - Marble Institute of America; www.marble-institute.com. 130. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. 131. MPI - Master Painters Institute; www.paintinfo.com. 132. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org.
133. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org.
134. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.
135. NADCA - National Air Duct Cleaners Association; www.nadca.com. 136. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 137. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. 138. NBI - New Buildings Institute; www.newbuildings.org. 139. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 140. NCMA - National Concrete Masonry Association; www.ncma.org. 141. NEBB - National Environmental Balancing Bureau; www.nebb.org. 142. NECA - National Electrical Contractors Association; www.necanet.org. 143. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 144. NEMA - National Electrical Manufacturers Association; www.nema.org. 145. NETA - InterNational Electrical Testing Association; www.netaworld.org. 146. NFHS - National Federation of State High School Associations; www.nfhs.org. 147. NFPA - National Fire Protection Association; www.nfpa.org. 148. NFPA - NFPA International; (See NFPA).

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149. NFRC - National Fenestration Rating Council; www.nfrc.org. 150. NHLA - National Hardwood Lumber Association; www.nhla.com. 151. NLGA - National Lumber Grades Authority; www.nlga.org. 152. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 153. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.
154. NRCA - National Roofing Contractors Association; www.nrca.net. 155. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 156. NSF - NSF International; www.nsf.org.
157. NSPE - National Society of Professional Engineers; www.nspe.org. 158. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 159. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 160. NWFA - National Wood Flooring Association; www.nwfa.org. 161. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 162. PDI - Plumbing & Drainage Institute; www.pdionline.org. 163. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); http://www.plasa.org.
164. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 165. RFCI - Resilient Floor Covering Institute; www.rfci.com. 166. RIS - Redwood Inspection Service; www.redwoodinspection.com. 167. SAE - SAE International; www.sae.org.
168. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 169. SDI - Steel Deck Institute; www.sdi.org.
170. SDI - Steel Door Institute; www.steeldoor.org.
171. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com.
172. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
173. SIA - Security Industry Association; www.siaonline.org. 174. SJI - Steel Joist Institute; www.steeljoist.org.
175. SMA - Screen Manufacturers Association; www.smainfo.org. 176. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org.
177. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. 178. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 179. SPIB - Southern Pine Inspection Bureau; www.spib.org. 180. SPRI - Single Ply Roofing Industry; www.spri.org.
181. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. 182. SSINA - Specialty Steel Industry of North America; www.ssina.com. 183. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 184. STI - Steel Tank Institute; www.steeltank.com.
185. SWI - Steel Window Institute; www.steelwindows.com. 186. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 187. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 188. TCNA - Tile Council of North America, Inc.; www.tileusa.com. 189. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 190. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org.
191. TIA/EIA - Telecommunications Indus try Association/Electronic Industries Alliance; (See TIA).

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192. TMS - The Masonry Society; www.masonrysociety.org. 193. TPI - Truss Plate Institute; www.tpinst.org.
194. TPI - Turfgrass Producers International; www.turfgrasssod.org. 195. TRI - Tile Roofing Institute; www.tileroofing.org. 196. UL - Underwriters Laboratories Inc.; http://www.ul.com. 197. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 198. USAV - USA Volleyball; www.usavolleyball.org.
199. USGBC - U.S. Green Building Council; www.usgbc.org. 200. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org. 201. WA - Wallcoverings Association; www.wallcoverings.org 202. WASTEC - Waste Equipment Technology Association; www.wastec.org. 203. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 204. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 205. WDMA - Window & Door Manufacturers Association; www.wdma.com. 206. WI - Woodwork Institute; www.wicnet.org.
207. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 208. WWPA - Western Wood Products Association; www.wwpa.org.

B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents.

1. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org.

2. ICC - International Code Council; www.iccsafe.org.

3. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.

C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents.

1. COE - Army Corps of Engineers; www.usace.army.mil.

2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.

3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.

4. DOD - Department of Defense; www.quicksearch.dla.mil.

5. DOE - Department of Energy; www.energy.gov.

6. EPA - Environmental Protection Agency; www.epa.gov.

7. FAA - Federal Aviation Administration; www.faa.gov.

8. FG - Federal Government Publications; www.gpo.gov/fdsys.

9. GSA - General Services Administration; www.gsa.gov.

10. HUD - Department of Housing and Urban Development; www.hud.gov.

11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov.

12. OSHA - Occupational Safety & Health Administration; www.osha.gov.

13. SD - Department of State; www.state.gov.

14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org.

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REFERENCES 014200 - 8

15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov.

16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.

17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov.

18. USP - U.S. Pharmacopeial Convention; www.usp.org.

19. USPS - United States Postal Service; www.usps.com.

D. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following li st. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys.

2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.

3. DSCC - Defense Supply Center Columbus; (See FS).

4. FED-STD - Federal Standard; (See FS).

5. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from Defense Standardization Program; www.dsp.dla.mil. b. Available from General Services Administration; www.gsa.gov. c. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org/ccb.

6. MILSPEC - Military Specification and Standards; (See DOD).

7. USAB - United States Access Board; www.access-board.gov.

8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).

E. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This inform ation is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.

3. CDHS; California Department of Health Services; (See CDPH).

4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal-iaq.org.

5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.

6. SMAQMD; Sacramento Metro Air Quality Management District; www.airquality.org.

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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
City of Sacramento Pannell Community Center Standby Generator

TEMPORARY FACILITIES AND CONTROLS 015000 - 1
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Requirements:

1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.

1.3 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project, testing agencies, and authorities having jurisdiction.

B. Electric Power Service: Contractor to provide temporary power as necessary for the construction of the project. During the electrical cutover, when SMUD has deenergized the electric service and there is no on site power, contractor to provide temporary lighting and power as necessary to complete the electrical service cutover from the existing main switchboard to the new main switchboard.

C. Water and Sewer Service from Existing S ystem: Water from Owner's existing water system is available for use without metering and without payment of use charges.

Provide connections and extensions of services as required for construction operations.

1.4 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, fencing, construction material storage and laydown areas, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

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TEMPORARY FACILITIES AND CONTROLS 015000 - 2
B. Implementation and Termination Schedule: Within 15days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.

C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.

D. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire- prevention program.

1.5 QUALITY ASSURANCE
A. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

B. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.

1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8- inch-OD top and bottom rails. Provide galvanized-steel bases for supporting posts.

B. Fencing Windscreen Privacy Screen: Polyes ter fabric scrim with grommets for attachment to chain link fence, sized to height of fence, in color selected by Architect from manufacturer's standard colors.

C. Dust-Control Adhesive-Surface Walk-Off Mats: Provide mats minimum 36 by 60 inches.

2.2 TEMPORARY FACILITIES
A. Storage and Fabrication Containers: Provide secure containers sized, furnished, and equipped to accommodate materials and equipment for construction operations.

City of Sacramento Pannell Community Center Standby Generator

TEMPORARY FACILITIES AND CONTROLS 015000 - 3

1. Store combustible materials apart from building.

2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited.

PART 3 - EXECUTION

3.1 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

3.2 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary."
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.3 TEMPORARY UTILITY INSTALLATION
A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

B. Temporary Electric Power Service: Provide temporary electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

1. Connect temporary service to Owner's existing power source, as directed by Owner.

2. During the planned power outage, contractor to provide temporary power and lighting as required to complete the required work.

City of Sacramento Pannell Community Center Standby Generator

TEMPORARY FACILITIES AND CONTROLS 015000 - 4

3.4 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:

1. Provide temporary offices (if contractor chooses) secure storage containers located within construction area, coordinate exact locations with City representative.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Parking areas for construction personnel shall be limited to the fenced in construction site, additional parking areas will not be provided. Contractor and subcontractors shall not park their work or personal vehicles elsewhere on the site parking lots.

D. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs as indicated on Drawings.

2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.

3. Maintain and touch up signs so they are legible at all times.

E. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."
F. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Contractor to repair damage to existing facilities caused by any construction activities, by the contractor, subcontractor, supplier, vendor, or any other contraction activity, repair to in kind state.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply wi th environmental regulations and minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

City of Sacramento Pannell Community Center Standby Generator

TEMPORARY FACILITIES AND CONTROLS 015000 - 5

1. Comply with work restrictions specified in Section 011000 "Summary." C. Temporary Erosion and Sedimentation Control: Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Section 311000 "Site Clearing." D. Temporary Erosion and Sedimentation Cont rol: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to requirements of CA Department of Water Resources Stormwater Quality Program Construction General Permit or authorities having jurisdiction, whichever is more stringent.

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

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

3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.

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

E. Stormwater Control: Comply with requirements of authorities having jurisdiction.

Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

F. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.

1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner.

G. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

H. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

I. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections.

END OF SECTION 015000
City of Sacramento Pannell Community Center Standby Generator

PRODUCT REQUIREMENTS 016000 - 1
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedur al requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for requests for substitutions.

2. Section 014200 "References" for applicable industry standards for products specified.

1.3 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved by City through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A s pecification in which a single manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation. In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

City of Sacramento Pannell Community Center Standby Generator

PRODUCT REQUIREMENTS 016000 - 2
C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufac turer that does meet the requirements of the specifications. Submit a comparable product request, if applicable.

1.4 ACTION SUBMITTALS
A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis-of-design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article.

2. City's Action: If necessary, City will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. City will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Form of City's Approval of Submittal: As specified in Section 013300 "Submittal Procedures."
b. Use product specified if City does not issue a decision on use of a comparable product request within time allocated.

B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements.

1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfaces of products or equipment that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated equipment. Locate on a visually accessible but inconspicuous surface. Include information essential for operation, including the following:

City of Sacramento Pannell Community Center Standby Generator

PRODUCT REQUIREMENTS 016000 - 3
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.

3. See individual identification sections in Divisions 21, 22, 23, and 26 for additional identification requirements.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.

2. Store materials in a manner that will not endanger Project structure.

3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment.

5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.

6. Protect stored products from damage and liquids from freezing.

7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.

1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and City of Sacramento Pannell Community Center Standby Generator

PRODUCT REQUIREMENTS 016000 - 4
limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed.

3. See other Sections for specific cont ent requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," City will make selection.

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:

1. Sole Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a. Sole product may be indicated by the phrase: "Subject to compliance with requirements, provide the following: …"
City of Sacramento Pannell Community Center Standby Generator

PRODUCT REQUIREMENTS 016000 - 5

2. Sole Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered.
a. Sole manufacturer/source may be indicated by the phrase: "Subject to compliance with requirements, provide products by the following: …"

3. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated.
a. Limited list of products may be indicated by the phrase: "Subject to compliance with requirements, provide one of the following: …"

4. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements.
a. Non-limited list of products is indicated by the phrase: "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following: …"

5. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered unless otherwise indicated. a. Limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, provide products by one of the following: …"

6. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements. a. Non-limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, available manufacturers whose products may be incorporated in the Work include, but are not limited to, the following: …"

7. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named.

Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers.

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a. For approval of products by unnamed manufacturers, comply with requirements in Section 012500 "Substitution Procedures" for substitutions for convenience.

C. Visual Matching Specification: Where Spec ifications require "match City's sample," provide a product that complies with requirements and matches City's sample. City's decision will be final on whether a proposed product matches.

1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product.

D. Visual Selection Specification: Where Specifications include the phrase "as selected by City from manufacturer's full range" or similar phrase, select a product that complies with requirements. City will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration of Comparable Products: City will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, City may return requests without action, except to record noncompliance with these requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

2. Evidence that proposed product provides specified warranty.

3. List of similar installations for completed projects with project names and addresses and names and addresses of City, if requested.

4. Samples, if requested.

B. Submittal Requirements: Approval by th e City of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements.

PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
City of Sacramento Pannell Community Center Standby Generator

EXECUTION 017300 - 1
SECTION 017300 – EXECUTION
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes general administrativ e and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. Installation of the Work.

4. Cutting and patching.

5. Coordination of Owner-installed products.

6. Progress cleaning.

7. Starting and adjusting.

8. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.

1.3 DEFINITIONS
A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.

1.4 PREINSTALLATION MEETINGS
A. Cutting and Patching Conference: Conduct conference at Project site.

1. Prior to submitting cutting and patching plan, review extent of cutting and patching anticipated and examine procedures for ensuring satisfactory result City of Sacramento Pannell Community Center Standby Generator

EXECUTION 017300 - 2
from cutting and patching work. Require representatives of each entity directly concerned with cutting and patching to attend, including the following:
a. Contractor's superintendent.
b. Trade supervisor responsible for cutting operations. c. Trade supervisor(s) responsible for patching of each type of substrate. d. Mechanical, electrical, and utilities subcontractors' supervisors, to the extent each trade is affecting by cutting and patching operations.

2. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

1.5 INFORMATIONAL SUBMITTALS
A. Cutting and Patching Plan: Submit plan describing procedures at least 10days prior to the time cutting and patching will be performed. Include the following information:

1. Extent: Describe reason for and extent of each occurrence of cutting and patching.

2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements.

3. Products: List products to be used for patching and firms or entities that will perform patching work.

4. Dates: Indicate when cutting and patching will be performed.

5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. a. Include description of provisions for temporary services and systems during interruption of permanent services and systems.

1.6 QUALITY ASSURANCE
A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, notify City of locations and details of cutting and await directions from City before proceeding.

Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load- carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include the following:
a. Primary operational systems and equipment.

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EXECUTION 017300 - 3
b. Fire separation assemblies.
c. Plumbing piping systems.
d. Mechanical systems piping and ducts.
e. Communication systems.
f. Fire-detection and -alarm systems.
g. Electrical wiring systems.
h. Operating systems of special construction.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following:
a. Water, moisture, or vapor barriers.
b. Membranes and flashings.
c. Exterior curtain-wall construction.
d. Sprayed fire-resistive material.
e. Equipment supports.
f. Piping, ductwork, vessels, and equipment.
g. Noise- and vibration-control elements and systems.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.

1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements.

B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to City for the visual and functional performance of in-place materials.

City of Sacramento Pannell Community Center Standby Generator

EXECUTION 017300 - 4
PART 3 - EXECUTION

3.1 EXAMINATION
A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, and other construction affecting the Work.

1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services; and all other utilities near the area of work.

2. Furnish location data for work related to Project that must be performed by public utilities serving Project site.

B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:

1. Description of the Work.

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION
A. Field Measurements: Take field measurements as required to fit the Work properly.

Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space r equirements and dimensions of items shown diagrammatically on Drawings.

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EXECUTION 017300 - 5
C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect according to requirements in Section 013100 "Project Management and Coordination."

3.3 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to actual site condi tions. If discrepancies are discovered, notify City’s representative.

B. General: Lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels as needed to locate each element of Project.

2. Establish limits on use of Project site.

3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

4. Inform installers of lines and levels to which they must comply.

5. Check the location, level and plumb, of every major element as the Work progresses.

6. Notify City’s representative when dev iations from required lines and levels exceed allowable tolerances.

C. Site Improvements: Locate and layout site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations.

D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.

E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey par ty member, and types of instruments and tapes used. Make the log available for reference by Architect and Construction Manager.

3.4 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces.

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EXECUTION 017300 - 6
B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations.

F. Tools and Equipment: Where possible, select tools or equipment that minimize production of excessive noise levels.

G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

H. Repair or remove and replace damaged, defective, or nonconforming Work.

1. Comply with Section 017700 "Closeout Procedures" for repairing or removing and replacing defective Work.

3.5 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.

Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.

C. Temporary Support: Provide temporary support of work to be cut.

D. Protection: Protect in-place constr uction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary." City of Sacramento Pannell Community Center Standby Generator

EXECUTION 017300 - 7
F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize / prevent interruption to occupied areas.

G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing materials.
b. Restore damaged pipe covering to its original condition.

3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space.

Provide an even surface of uniform finish, color, texture, and appearance.

Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

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4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.6 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.
a. Use containers intended for holding waste materials of type to be stored.

4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

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G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

J. Limiting Exposures: Supervise construction operations to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.7 STARTING AND ADJUSTING
A. Coordinate startup and adjusting of equipment and operating components with requirements in Section 019113 "General Commissioning Requirements." B. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest.

C. Adjust equipment for proper operation. Adjust operating components for proper operation without binding.

D. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

E. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements."

3.8 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. Comply with manufacturer's written instructions for temperature and relative humidity.

END OF SECTION 017300
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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition and construction waste.

2. Recycling nonhazardous demolition and construction waste.

3. Disposing of nonhazardous demolition and construction waste.

1.3 DEFINITIONS
A. Construction Waste: Building, structure, and site improvement materials and other solid waste resulting from construction, rem odeling, renovation, or repair operations.

Construction waste includes packaging.

B. Demolition Waste: Building, structure, and site improvement materials resulting from demolition operations.

C. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in landfill, incinerator acceptable to authorities having jurisdiction, or designated spoil areas on Owner’s property.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition and construction waste becomes property of Contractor.

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B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 7 days of date established for the Notice to Proceed. Waste Management Plan is available on the City website.

1.6 INFORMATIONAL SUBMITTALS
A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit report. Use Construction and Demolition Waste Log available on the City website.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

1.7 QUALITY ASSURANCE
A. Waste Management Coordinator Qualificat ions: Experienced firm, or individual employed and assigned by General Contractor, with a record of successful waste management coordination of projects with similar requirements. Superintendent may serve as Waste Management Coordinator.

B. Regulatory Requirements: Comply with transportation and disposal regulations of authorities having jurisdiction.

C. Waste Management Conference(s): Conduct conference(s) at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review City of Sacramento Pannell Community Center Standby Generator

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methods and procedures related to waste management including, but not limited to, the following:

1. Review and discuss waste management plan including responsibilities of each contractor and waste management coordinator.

2. Review requirements for documenting quantities of each type of waste and its disposition.

3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays.

4. Review procedures for periodic waste collection and transportation to recycling and disposal facilities.

5. Review waste management requirements for each trade.

1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to requirements in this Section.

Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Distinguish between demolition and co nstruction waste. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan.

PART 2 - PRODUCTS

2.1 RECYCLING RECEIVERS AND PROCESSORS
A. Subject to compliance with requirements, available recycling receivers and processors include, but are not limited to, the following:

1. Kiefer Landfill, 127601 Kiefer Blvd. Sacramento, CA 95683.

2.2 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total nonhazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators.

Facilitate recycling and salvage of materials.

PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

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B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on-site.

Review plan procedures and locations established for salvage, recycling, and disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged and recycled.

3.2 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process.

D. Procedures: Process recyclable waste according to approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.
a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on-site without intermixing with other materials.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor as often as required to prevent overfilling bins.

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3.3 RECYCLING DEMOLITION WASTE
A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals.

1. Pulverize concrete to maximum 1-1/2-inch size.

B. Wood Materials: Sort and stack members according to size, type, and length. Separate lumber, engineered wood products, panel products, and treated wood materials.

C. Metals: Separate metals by type.

1. Structural Steel: Stack members according to size, type of member, and length.

2. Remove and dispose of bolts, nuts, washers, and other rough hardware.

D. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners.

E. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry location.

F. Metal Suspension System: Separate metal members, including trim and other metals from acoustical panels and tile, and sort with other metals.

G. Carpet and Pad: Roll large pieces tightly after removing debris, trash, adhesive, and tack strips.

1. Store clean, dry carpet[ and pad ] in a closed container or trailer provided by carpet reclamation agency or carpet recycler.

H. Carpet Tile: Remove debris, trash, and adhesive.

1. Stack tile on pallet and store clean, dry carpet in a closed container or trailer provided by carpet reclamation agency or carpet recycler.

I. Piping: Reduce piping to straight lengths and store by material and size. Separate supports, hangers, valves, sprinklers, and other components by material and size.

J. Conduit: Reduce conduit to straight lengths and store by material and size.

K. Lamps: Separate lamps by type and store according to requirements in 40 CFR 273.

3.4 RECYCLING CONSTRUCTION WASTE
A. Packaging:

1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.

2. Polystyrene Packaging: Separate and bag materials.

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3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood.

4. Crates: Break down crates into component wood pieces and comply with requirements for recycling wood.

B. Wood Materials:

1. Clean Cut-Offs of Lumber: Grind or chip into small pieces.

2. Clean Sawdust: Bag sawdust that does not contain painted or treated wood. a. Comply with requirements in Section 329300 "Plants" for use of clean sawdust as organic mulch.

C. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location.

D. Paint: Seal containers and store by type.

3.5 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and legally disp ose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. General: Except for items or materials to be salvaged or recycled, remove waste materials and legally dispose of at designated spoil areas on Owner’s property.

C. Burning: Do not burn waste materials.

END OF SECTION 017419
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CLOSEOUT PROCEDURES 017700 - 1
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

5. Repair of the Work.

B. Related Requirements:

1. Section 012900 “Payment Procedures” for final application for payment.

2. Section 017839 “Project Record Documents” for submitting Record Drawings, Record Specifications, and Record Product data.

1.3 ACTION SUBMITTALS
A. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

B. Certified List of Incomplete Items: Final submittal at final completion.

1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.

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1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepar e and submit a list of items to be completed and corrected (Contractor's punch list), indica ting the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Owner. Label with manufacturer's name and model number.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Owner's signature for receipt of submittals.

5. Submit testing, adjusting, and balancing records.

6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.

2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

3. Complete startup and testing of systems and equipment.

4. Perform preventive maintenance on equipment used prior to Substantial Completion.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training."

6. Advise Owner of changeover in utility services.

7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

8. Complete final cleaning requirements.

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9. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect or Owner, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for final completion.

1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Section 012900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Owner's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect and Owner. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit final completion photographic documentation.

B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Cont ractor of construction that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas firstand] proceeding from lowest floor to highest floor (if building is multi-story).

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2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Architect and Owner
d. Name of Contractor.
e. Page number.

1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Owner for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Partial Occupancy: Submit properly executed warranties within 15days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.

D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Owner via weblink by email to Owner.

E. Provide PDF’s of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

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B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from Project site.
d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
e. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
f. Sweep concrete floors broom clean in unoccupied spaces. g. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain.
h. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision- obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces.
i. Remove labels that are not permanent.
j. Clean luminaires, lamps, globes, and reflectors to function with full efficiency.
k. Leave Project clean and ready for occupancy.

C. Construction Waste Disposal: Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal."

3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

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1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration.
a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.

3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity.

4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, to comply with requirements for new fixtures.

END OF SECTION 017700
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PROJECT RECORD DOCUMENTS 017839 - 1
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

4. Miscellaneous record submittals.

B. Related Requirements:

1. Section 013100 “Project Management and Coordination” for requirements related to use of Architects digital data files.

2. Section 017700 "Closeout Procedures" for general closeout procedures.

1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. Number of Copies: Submit copies of record Drawings as follows:
a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one set of file prints.
2) Owner will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. b. Final Submittal:
1) Submit PDF electronic files of scanned record prints, DWG electronic files and one set of prints.
2) Print each drawing, whether or not changes and additional information were recorded.

B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications.

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C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Submit scans of marked-up Product Data as a component of manual.

D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.

1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Instal ler, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive (CCD). k. Changes made following Owner’s written orders.
l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

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4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Owner. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:

1. Format: Same digital data software program, version, and operating system as the original Contract Drawings.

2. and Format: Annotated PDF electronic file with comment function enabled.

3. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

4. Refer instances of uncertainty to Owner for resolution.

5. Owner will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 013100 "Project Management and Coordination" for requirements related to use of Architect's digital data files. b. Architect/Owner will provide data file layer information. Record markups in separate layers.

C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file with comment function enabled.

3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file.

4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect and Owner.
e. Name of Contractor.

1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

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PROJECT RECORD DOCUMENTS 017839 - 4

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.

5. Note related Change Orders and record Drawings where applicable.

B. Format: Submit record Specifications as annotated PDF electronic file or scanned PDF electronic file(s) of marked-up paper copy of Specifications.

1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, record Specifications, and record Drawings where applicable.

C. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy of Product Data.

1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.

1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

B. Format: Submit miscellaneous record submittals as PDF electronic file.

1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.

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PROJECT RECORD DOCUMENTS 017839 - 5

1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Owner’s reference during normal working hours.

PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017839
City of Sacramento Pannell Community Center Standby Generator

BASIC ELECTRICAL REQUIREMENTS
260001 - 1

SECTION 260001 – BASIC ELECTRICAL REQUIREMENTS

GENERAL

1.1 SUMMARY
A. The work under this section is subject to the requirements of the Contract Documents including the GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, and sections under Division 1 GENERAL REQUIREMENTS.

B. The intent of the electrical drawings and sp ecifications is to obtain a complete and operable system, which has been installed, tested, adjusted and is ready for operation. All required labor, materials, equipment, and services necessary to complete the work as detailed on the electrical drawings and in the specifications shall be included.

C. Include incidental details not usually shown or specified, but necessary for proper installation and operation.

D. Check, verify and coordinate work with drawin gs and specifications prepared for other trades.

Include modifications, relocations or adjustments necessary to complete work or to avoid interference with other trades.

E. Included in this contract are electrical conne ctions to equipment provided by others. Refer to Architectural, Mechanical, and final shop drawings for equipment being furnished under other sections for exact locations of electrical outlets and various connections required.

F. Information given herein and on drawings is as exact as could be secured but is not guaranteed. Do not scale drawings for exact dimensions.

G. Where architectural features govern locati on of work, refer to architectural drawings.

1.2 DEFINITIONS
A. Provide: To furnish and install, complete and ready for the intended use.

B. Furnish: Supply and furnish to the site ready for unpacking, assembly and installation.

C. Install: Includes unloading, unpacking, assembling and installation complete and ready for the intended use.

D. ADA Americans with Disabilities Act
E. AHJ Authority Having Jurisdiction
F. ANSI American National Standards Institute
G. ASTM American Society for testing and Materials
H. CEC California Electrical Code
I. FCC Federal Communications Commission
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J. HVAC Heating Ventilation and Air Conditioning
K. IEC International Electrotechnical Commission
L. IEEE Institute of Electr ical & Electronics Engineers M. IETA International Electrical Testing Agency
N. NEC National Electrical Code
O. NECA National Electric al Contractors Association
P. NEMA National Electrical Manufacturers Association
Q. NFPA National Fire Protection Association
R. OSHA Occupational Safety and Health Administration
S. UBC Uniform Building Code
T. UFC Uniform Fire Code
U. UL Underwriters Laboratory, Inc.

1.3 Related Work
A. Continuity of Service

1. No service shall be interrupted or changed without permission from Owner. Obtain written permission before any work is started.

2. When interruption of services is requi red, all persons concerned shall be notified and shall agree upon a time.

B. Demolition

1. Perform demolition as required to accomplish new work.

2. Accomplish work in neat workmanlike manner to minimize interference, annoyance or inconvenience such work might impose on Owner or other contractors.

3. Unless otherwise noted, remove from premises materials and equipment removed in demolition work.

4. Equipment noted to be removed and turned over to Owner shall be delivered to Owner at place and time Owner designates.

5. Where materials are to be turned over to Owner or reused and installed by Contractor, it shall be Contractor's responsibility to maintain condition of materials and equipment equal to that existing before work began. Repair or replace damaged materials or equipment at no additional cost to Owner.

1.4 Submittals
City of Sacramento Pannell Community Center Standby Generator

BASIC ELECTRICAL REQUIREMENTS
260001 - 3

A. Shop Drawings (Product Data)

1. Submit shop drawings for equipment and systems as requested in the respective specification sections. Submittals which are not requested may not be reviewed.

2. Mark general catalog sheets and drawings to indicate specific items submitted.

3. Include proper identification of equipment by name and/or number, as indicated in specification and shown on drawings.

4. When manufacturer's reference numbers ar e different from those specified, provide correct cross reference number for each item. Submittals shall be clearly marked and noted accordingly.

5. When fixtures, equipment and items specif ied include accessories, parts and additional items under one designation, submittals shall be complete and include all required components.

6. Where submittals cover products containi ng non-metallic materials, include "Material Safety Data Sheet" (MSDS) from manufacturer stating physical and chemical properties of components and precautionary considerations required.

7. Submit shop drawings or product data as soon as practicable after signing contracts.

Submittals must be approved before installation of materials and equipment.

B. Certificates and Inspections

1. Obtain and pay for inspections required by authorities having jurisdiction and deliver certificates approving installations to Owner unless otherwise directed.

C. Substitutions

1. Request for Substitutions shall be in compliance with section 02500 of the specifications.

D. Project Record Documents

1. Upon completion of work, furnish the City of Sacramento with a complete set of clean record drawings on 20 lb bond paper and PDF format. Drawing shall show all work as installed by the contractor including any deviations from contract documents.

2. Quality of documents: Shall be prepared by a professional draftsperson experienced in electrical design.

3. Record Documents shall continuously be prepared and up dated during construction.

1.5 QUALITY ASSURANCE
A. Qualification of workmen

1. For the actual fabrication and installati on of all electrical work, use only skilled Journeymen Electricians or Supervised Apprentices thoroughly trained and experienced with the materials and methods specified and thoroughly familiar with the design requirements.

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BASIC ELECTRICAL REQUIREMENTS
260001 - 4

2. In the acceptance or rejection of installe d electrical work, no allowance will be made for lack of skill on the part of the workmen.

3. Provide one skilled journeyman who shall be present at all times during performance of the work of this Division and who shall personally direct the execution of the portion of the work.

B. Requirements of Regulatory Agencies

1. As specified in Division 1 - General Requirements.

2. Nothing in the Contract Documents shall be construed to permit work not conforming to applicable laws, ordinances, codes, rules or regulations.

3. When the Contract Documents exceed but do not conflict with requirements of applicable laws, ordinances, codes, rules or regulations, Contract Documents shall take precedence.

4. It is not the intent of the Contract Docu ments to repeat requirements of codes except where necessary for completeness or clarity.

C. Delivery, Storage and Handling

1. Protect from loss or damage. Replace lost or damaged materials and equipment with new at no increase in Contract Price.

D. Warranty

1. Furnish guarantee and repair or replace as may be necessary any defective work, material or part with no increase in Contract Sum, including repair or replacement of other work, furnishing, equipment or premises caused by such repair or replacement of defective work.

PART 2 - PRODUCTS

2.1 MATERIALS

1. Equipment specified by manufacturer's number shall include all accessories, controls and other components, listed in catalog as standard with equipment. Furnish optional or additional accessories as specified. All materials shall be UL labeled and in accordance with NEMA standards.

2. Where no specific make of material or equipment is mentioned, any high quality product of a reputable manufacturer may be used, provided it conforms to requirements of system and meets with Engineers approval.

3. Equipment and material damaged during trans portation, installation, or operation will be considered as totally damaged. Replace with new. Variance from this will be permitted only with written approval from the Engineers.

4. The most stringent and higher quality re quirement shall govern in conflicts between plans and specifications.

PART 3 - EXECUTION
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3.1 INSTALLATION
A. All Work shall be done in orderly, workmanlike manner and present neat appearing installation when completed. Provide competent supervision to insure work. All work shall meet NECA installation standards.

B. Protection: In performance of work, protect work of other Divisions as well as work of this Division from damage.

3.2 PERFORMANCE
A. Excavation and Backfilling

1. As specified in Earthwork Section - Division 2, Civil Drawings and Electrical Drawings, as applicable to each installation.

2. Excavate and backfill as requi red for installation of Electrical Work. In asphalt or concrete paved areas, backfill only to subgrade level. Provide all necessary shoring, sheeting, pumping as part of Work of this Division. Support conduit for entire length on undisturbed original earth. Use of sand backfill is acceptable to level out trench.

Minimum conduit depth of pipe crown shall be per utility standards and NEC.

3. Maintain all warning signs, barricades, flares, temporary walk lights and lanterns as required.

B. Concrete: As specified in Division 3 – Concrete, Civil Drawings and Structural Drawings as applicable to each installation.

C. Sleeves, Chases, and Concrete Inserts

1. Provide as part of Work of this Division and in a manner to cause no delay all required sleeves, embedments, chases, concrete inserts, anchor bolts, and similar items before concrete is placed, and be responsible for their correct location and installation.

2. Sleeves and chases are prohibited in st ructural members, except where shown on contract drawings or otherwise approved in writing by the Government.

D. Provide metal backing plates, anchor plates, and similar items that are required for anchorage for the Work of this Division; securely weld or bolt to metal framing. Wood blocking or backing will not be permitted in combination with metal framing.

E. Special forming, recesses, chases, and similar items, and wood blocking, backing, and grounds necessary for the proper installation of Electrical Work will be provided as part of the Work of this Division.

3.3 TESTING AND ADJUSTING
A. Furnish all labor and test equipment required for the work of this Division. Testing work is defined as that work necessary to establish that equipment has been properly assembled, connected, and checked to verify that intent and purpose of drawings, manufacturer's instruction manuals, and directions of the City of Sacramento have been accomplished in satisfactory manner.

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BASIC ELECTRICAL REQUIREMENTS
260001 - 6

B. Test each individual circuit at panel with equipment connected for proper operation. Verify control circuit integrity. Field tests to verify component compliance with specifications. Adjust, calibrate, and set circuit breakers, relays, timers, etc.

C. Do not allow or cause any work installed to be covered up or enclosed before it has been inspected and approved by the Engineer. Should any work be enclosed or covered up before it has been approved, uncover such work, and after it has been inspected and approved, make all repairs necessary to restore work of others to condition in which it was found prior to uncovering, all at no increase in Contract Price. Keep a copy of inspection approvals for "cover-up" at job site.

D. At completion of Work provide written certif ication that all systems are functioning properly without defects.

END OF SECTION 26 00 01
City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 1

SECTION 260500 – ELECTRICAL MATERIALS AND METHODS
PART 1 - GENERAL

1.1 SUMMARY
A. The work under this section is subject to the requirements of the Contract Documents including the GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, and sections under Division 1 GENERAL REQUIREMENTS.

B. The requirements of this section apply to all work of Division 26 as applicable.

1.2 SUBMITTALS
A. Product Data: Provide product data for all equipment under this section.

B. Shop Drawings: Provide shop drawings fo r panelboards, switchgear, circuit breakers, transformers, wiring devices, light fixtures, lighting control devices.

C. Provide one PDF submittal. PDF to contain all individual submittals bound together with a table of contents.

1.3 QUALITY ASSURANCE
A. All work must comply with NEC, IEC, a ll local, City, County, State & federal Codes.

B. All equipment must bear UL, CSA, ETRL or othe r City of Sacramento accepted listing agency or testing agency label.

PART 2 - PRODUCTS

2.1 MATERIALS
A. All material and equipment used for this project shall be new and free of manufacturing defects.

2.2 MANUFACTURERS
A. Manufacturers of each type of product shall have been in business manufacturing the type of product provided for at least the last three consecutive years.

2.3 PRODUCTS
A. Anchors and Fasteners

1. Materials and Finishes: Corrosion resistant
B. Formed Steel Channel

1. Manufacturers: B-Line or Unistrut

2. Channel shall be Galvanized
C. Sealing and Fireproofing
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ELECTRICAL MATERIALS AND METHODS 260500 - 2

1. Fire and / or Smoke rated Surfaces
a. 3M CP 25N/S or CP25S/L caulk, 3M FS 195 wrap/strip with restricting collar, 3M CS 195 composite sheet, Pipe Shields Inc. series F fire barrier kits, Proset systems fire rated floor and wall penetrations; Insta-Foam Products Insta-Fire seal Firestop Foam, Dow Corning Fire Stop System, or an approved equal. b. All products must be UL listed or test ed by an independent testing laboratory.

Use a product that has a rating not less than the rating of the wall or floor being penetrated.

2. Non-Rated Surfaces
a. Use stamped steel 'chrome plated, hing ed, split ring escutcheons or floor/ceiling plates for covering openings in occupied areas where conduit is exposed. b. In exterior wall openings below grade, use a modular mechanical type seal consisting of interlocking synthetic rubber links shaped. To continuously fill the annular space between the conduit and the cored opening or a water-stop type wall sleeve.
c. At interior wall or floor openings us e Tremco Dymonic, Sika Corp. Sikaflex la, Sonneborn Sonolastic NPI, or Mameco Vilken 116 urethane caulk or approved equal to affect the seal.

D. Electrical Identification

1. Nameplates shall have 1/2" high lettering, except where space is limited; letters may be 1/4" high. Face of nameplate to be black and letters to be white, except emergency power equipment nameplates are to have white face with red letters. Fasteners shall be small metal screws, pop rivets or contact-type with permanent adhesive.

2. Engraved plastic nameplates shall be securely attached to: Panelboards, switchboards, motor control centers, motor starters, disconnects an individually mounted circuit breakers.

3. 4" round, 4" square and 4-11/16" junc tion boxes concealed above ceilings may be identified with neat lettering on cover with permanent type black marking pen.

4. Nameplates shall identify equipment or load controlled and/or function and shall be same as indicated on contract documents. Voltages shall be shown on panelboard nameplates.

E. Raceway

1. Rigid Steel Conduit (GRC)
a. Hot Dipped Galvanized after threading. Uniform finish coat with chromate for added protection. Manufacture in conformance with ANSI C-80.1 and Federal Specification WW-C-5810D.

2. Intermediate Metal Conduit (IMC)
a. Hot Dipped Galvanized after threading. Manufacture in conformance with Federal Specification WW-C-5810D.

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ELECTRICAL MATERIALS AND METHODS 260500 - 3

3. Electrical Metallic Tubing (EMT)
a. Hot Dipped Galvanized chromate coated. Manufacture in conformance with ANSI C-80.3 and Federal Specification WW-C-563.

4. Rigid Nonmetallic Conduit (PVC)
a. Heavy wall rigid PVC, type class 40, listed for underground encased and aboveground applications. Rated for use with 90° C conductors. Manufacture in conformance with NEMA TC-2 and Federal Specification WC1094A.

5. Flexible Metal Conduit
a. Electro-galvanized single strip steel. Manufacture in conformance with Federal Specification WWC-566. Aluminum prohibited.

6. Liquid Tight Flexible Metal Conduit
a. Electro-galvanized single strip steel with PVC coating. Aluminum prohibited.

7. Metal Clad Cable (MC)
a. Prohibited.

F. Conduit Fittings

1. Bushings
a. Insulated type for threaded GRC, IM C or raceway connectors without factor installed plastic throat conductor protection.
b. Insulated grounding type for threaded GRC and IMC.
c. Plastic snap-in bushings are prohibited.
d. Provide metallic threaded bushings at #4 and larger conductors.

2. Connectors and couplings
a. All conduit fittings to be steel, compression or set screw type. b. Die cast fitting are prohibited.

G. Conductors and Cable

1. All conductors shall be stranded copper UON.

2. Single conductor stranded, soft drawn copper wire having conductivity of not less than 98 percent of that of pure copper, with insulation rated at 600 volts AC, type THWN-2, THHN and XHHW.

3. Aluminum conductors are prohibited.

4. Minimum insulation for branch circuits shall be 90 °C., and 75 °C. for conductors 3 AWG and larger.

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ELECTRICAL MATERIALS AND METHODS 260500 - 4

H. Wiring Devices

1. Wall Switches
a. Toggle type, quiet acting, 20 ampere, 120/277 volt rated, UL listed for motor loads up to 80 percent of rated ampacity. Acceptable manufacturers and types:

Arrow-Hart 1221, Leviton 1221, Pass and Seymour 20AC1, Bryant 4901, Hubbell 1221, Eagle 1201.

2. Receptacles
a. Straight Parallel blade 20 ampere, 125 VAC, 2 pole, 3 wire grounding.

Acceptable manufacturers and types: Arrow-Hart 5352, Leviton 5352, Pass and Seymour 5352, Bryant 5352, Hubbell 5352, Eagle 5362.
b. Ground Fault Interrupter: Feed through type, 20 ampere, 125 VAC, specification grade. Acceptable manufacturers and types: Arrow-Hart GF-5342 or Hubbell GF- 5362GY.
c. Special-purpose or heavy duty rece ptacles shall be of type and of rating and number of poles indicated or required for the purpose.

3. Plates
a. Specification grade nylon co ver plates, Leviton 807 Series. b. Type 302 stainless steel, smooth satin fi nish metal. 18 percent chrome, 8 percent nickel. Hubbell S series.
c. Die-cast copper-free alum inum gasketed raintight cover for outdoor use or as indicated.

4. Wiring device and plate color.
a. As selected by the Architect.

I. Circuit and Motor Disconnects

1. Toggle type disconnect switches: 120 volt rating, 20 ampere single pole, 1 HP maximum.

2. Manual Motor Starters: Quick-make quick- break, thermal overload protection, Square D, Class 2510.

3. Safety Switches: Heavy duty, fused type, dual rated, quick-make quick-break with fuse rejection feature for use with class R fuses only, unless other fuse type is specifically noted.

4. Combination Starter Disconnect: Heavy dut y, fused type, dual rated, quick-make quick- break with fuse rejection feature for use with class R fuses only, unless other fuse type is specifically noted. Provide coil voltage coordinated with control requirements.

Provide hand-off-auto switch, thermal overloads and one N.O. and one N.C. auxiliary contact.

J. Supports
City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 5

1. Safety factor of 4 required for every fastening device or support for electrical equipment installed. Support to withstand four times weight of equipment it supports. Bracing to comply with Seismic Zone 3 requirements.

2. Conduit supports for horizontal or vert ical single runs: Hot dipped galvanized heavy duty sheet steel straps, mineralac clamps or channel system with appropriate components. Spring type pressure clamps may be used with conduit through 3/4".

3. Conduit supports for horizontal and vert ical multiple runs: Channel systems with appropriate components. Horizontal runs to be supported with appropriate sized rods and vertical runs anchored to structure. Spring type pressure clamps may be used with conduit through 3/4".

4. Vertical conduit runs 1-1/4" and larger passing through floors shall be supported at each floor with conduit riser grips.

K. Outlet and Junction Boxes

1. Galvanized steel or cast type outlet boxes to accommodate device indicated by symbol, in conformance with code requirements, number and size of conductors and splices and consistent with type of construction.

2. Surface mounted boxes shall have the appr opriate cover, raised device covers on 4" square and 4-11/16" boxes. Boxes in block shall have device covers that are square drawn or square cut. Boxes in tile shall have tile covers. Use round drawn device covers on boxes in lath and plaster walls or dry wall only.

3. Device Outlet: Minimum of 4” square, use deep boxes where they will fit in the wall, minimum of 1-1/2” where deep boxes will not fit.

4. Gangable type boxes are not allowed. Box ears with tapped holes must turn into the box opening.

5. Junction or pull boxes and covers: Code gauge steel with galvanized or sheradized finish with covers secured by galvanized machine screws. Boxes shall be large enough so that code required minimum cable bending radii can be rolled and constructed.

Knock out punches shall be used for required holes.

L. Switchboards

1. Secondary voltage switchboards shall be completely metal enclosed assemblies constructed in accordance with applicable NEMA, USASI and IEEE standards.

Switchboard assemblies shall be constructed and assembled to permit lifting or rolling as single unit.

2. Switchboard shall be service entrance rated.

3. Outdoor equipment shall be enclosed to provide NEMA 3R non-walk-in-housing.

Outdoor equipment shall include full height door in front of each switchboard vertical section, hinged and closed with rugged heavy-duty lockable door handle with 3-point latch. External roof of enclosure shall provide protected openings for ventilation. Floor sills shall be heavy duty 4" x 1-1/2" steel channel. Opening rainproof exterior door shall not expose live parts. Switchboard shall be dead-front behind exterior doors.

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 6

4. Arrange switchboards as indicated on drawin gs. Dimensions indicated on drawings are maximum allowed

5. Switchboard shall be free standing, front access only.

6. Common bases and frame structures shall be one-piece welded, structural steel forms in gage required, complete with lifting lugs. Where shipping splits are required, bases and frames shall be bolted at job site.

7. Switchboard compartments shall be totally enclosed, stretcher leveled, steel, not less than 12 gauge, bolted to base, with side, front and rear panels of one piece welded construction. Compartments shall have ventilation louvers in top and bottom sections of front and rear panels.

8. Bus shall meet UL 891 requirements.

9. Provide neutral bus at same ampere capacity as phase buses.

10. Provide 1/4" x 4" copper ground bus with assemblies arranged for ground continuity between grounding bus, base, framework and enclosing panels, with unfinished exposed bar metal surfaces between contacts.

11. Bus shall be solid tin or silver plated copper, minimum 98% conductivity, sized to maximum current density of 1000 amp per square inch of cross sectional area.

12. Switchboard shall be designed for both bottom and top exit of branch and feeder conduits.

13. Branch feeder overcurrent devices sha ll consist of stationary mounted molded case circuit breakers with continuous current ratings, interrupting capacity and frame size as indicated on drawings.

14. Switchboard enclosures, inside and out, shall be cleaned, phosphatized, and given one coat of red oxide primer, then painted inside and out with 2 coats of standard enamel over suitably prepared metal. Surfaces damaged during shipping or installation shall be refinished by Owner's contractor. Provide Owner with one can of touch up paint.

M. Panelboards

1. Provide Lighting Appliance and Power Distribution panelboards as indicated on drawings and as scheduled. Panelboards shall be factory assembled, constructed in accordance with latest NEMA, UL, Federal and NEC requirements, and shall bear UL label. Panelboard cabinets including boxes and fronts shall be code gage galvanized steel.

2. Panel EM, Rating to be 120/208V, 100 A 42,000 AIC:
a. Manufacturer: Schneider Electric (Required to match the manufacturer of the main switchboard, no approved equals). 120/208V, 3 phase, 4 wire, 100 A 42,000 AIC minimum. Type NQ, NEMA 3R

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 7

3. Paint interior and exterior surfaces. Me dium light gray finish, applied by electro- deposition process over an iron phosphate pretreatment.

4. Panelboards to be fully rated. The AIC of each panelboard shall be greater than the available fault current. Series rating of panelboards and equipment is prohibited.

5. All panelboard bussing shall be copper. Not less than 98 percent of that of pure copper. Aluminum bussing is prohibited.

6. Panelboards shall have full ampacity bussing throughout and shall be full size in regard to number of possible pole spaces. Lighting and Appliance panels shall have 42 poles per section except where shown to be less. Power Distribution panels shall have number of poles as scheduled. Panelboards shall be identified with phases reading left to right, and circuits alternately numbered left to right - odd number on left, even on right.

7. Panel boards shall have neutral bussing rated at 100% and ground bussing rated at 50%.

8. Where required panelboards shall be labeled as suitable for use as service entrance equipment.

9. Panelboards covers shall be hinged door-in -door construction, flush lift latch and lock, two keys per panel. Key all panels alike.

10. Circuit breakers shall be bolt on type only.

N. Circuit Breakers

1. Molded Case Circuit breakers: One, two or three pole with single common trip handle.

2. 600 volt or 250 volt minimum, see plans for required voltage.

3. Circuit breakers to be fully rated for the system, series rating is prohibited.

O. Lighting

1. Refer to the lighting fixture schedule fo r manufacturer, model number and descriptions of each type of Luminaire. Where the model number and description do not match, the description shall take precedence.

2. Provide proper trim type for recessed lumi naries. Trim type to be compatible with the type of ceiling. Provide flanged luminaries, slope ceiling adaptors, etc. as required.

Review the architectural ceiling plans to verify.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Fire Rated Surface

1. When the opening is through a fire rated wall floor, ceiling or roof the opening must be sealed by installing a steel sleeve, minimum 12 ga., through the opening and extending beyond a minimum of 1 inch. Further, the sleeve shall be large enough to allow a City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 8

minimum of a 1 inch void between the sleeve and the item of penetration. The void shall be packed with an approved packing material and the ends of the sleeve sealed with minimum of 1 inch of a listed fire-resistive silicone compound to a depth required to meet the fire rating of the structure penetrated.

2. Install approved product in accordance with , manufacturer's instructions where, a p pipe (i.e. cable tray, bus, cable bus, conduit, wireway, trough, etc.) penetrates a fire rated surface.

B. Non-Rated Surfaces

1. When the opening is through a non-fire ra ted floor, ceiling or roof the opening must be using an approve type of material.

2. Use galvanized sheet metal sleeves in hollow wall penetrations to provide a backing for the sealant. Grout area around sleeve in masonry construction.

3. Install escutcheons or floor/ceiling plates where pipe, penetrates non-fire rated surfaces in occupied spaces. Occupied spaces for this paragraph include only those rooms with finished ceilings and the penetration occurs below the ceiling.

4. In exterior wall openings below grade, assemble rubber links of mechanical seal to the proper size for the pipe and tighten in place, in accordance with the manufacturer's instructions.

5. At interior partitions, pipe penetrations are required to be sealed for all clean rooms, laboratories, most hospital spaces, computer rooms, tele/data/com rooms and similar spaces where the room pressure or odor transmission must be controlled. Apply sealant to both sides of the penetration in such a manner that the annular space between the pipe sleeve and the pipe is completely filled.

C. Identification

1. Engraved plastic nameplates shall be securely attached to each panelboard, generator, automatic transfer switch, separately mounted circuit breaker, and disconnect switchs.

2. 4" round, 4" square and 4-11/16" junction boxes concealed above ceilings may be identified with neat lettering on cover with permanent type black marking pen.

3. Nameplates shall identify equipment or load controlled and/or function and shall be same as indicated on contract documents. Voltages shall be shown on panelboard nameplates.

4. Group conductors as to circuits and arrange in neat manner in pull boxes, cabinets and panelboards. Group, bind together with nylon ties and identify conductors as to feeder or branch circuit. Phase identification shall be consistent throughout system.

5. Identify each conductor of all systems at each panel, pull box and at each outlet with permanently attached, wrap around, adhesive markers.

6. Identification of junction boxes and conductors shall include panelboard, switchboard or motor control center, circuit number, phase, control circuit number or other appropriate number or letter that will expedite future tracing and trouble shooting.

D. Raceway
City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 9

1. All power, fire alarm, security, controls, annunciator and lighting controls conductors shall be installed in conduit unless specifically approved by the City of Sacramento.

2. Conceal all conduits. Exposed conduits are only permitted in mechanical rooms, electrical rooms, or where walls and ceilings will not be covered with a finish material.

Where exposed conduit are permitted install parallel to building lines and as tight to structure as possible.

3. Do not install conduits on surface of building, across the roof or parapet, unless specifically shown on drawings.

4. Below grade conduits: Place a minimum of 3” sand or clean earth fill cover over conduits. Install in a level trench bed so conduit is in contact with the earth the entire length. Where three or more conduits are in a trench, use conduit spacers located 5’ on center, maintain a 3” separation between conduits.

5. Underground conduits to have a minimum of 30” cover or as required by code, whichever is more stringent.

6. Minimum conduit size conduit: 3/4" minimum, 1” minimum when placed below grade, except as noted.

7. Exterior exposed conduits, above grade to be rigid steel UON. When routed on exterior building walls, conduit shall be painted to match the building.

8. Minimum size for flexible metal conduit is 1/2" except 3/8" for lighting fixtures.

9. Ream conduit smooth at ends, cap upon insta llation, rigidly attach to structural parts of building and securely fasten to outlet boxes, panel cabinets, junction boxes, pull boxes, splicing chambers, safety switches and other components of the raceway system.

10. Independently support or attach raceway syst em to structural parts of construction in accordance with good industry practice. Suspended ceiling systems shall not be considered as structural parts of the construction for conduit support. Conduit, conduit systems or boxes shall not be supported or secured by wire, but shall be supported by devices manufactured specifically for this purpose. Plastic tie-wrap is not permitted.

11. Conduits supported on channel systems shall be secured on each channel with appropriate clamps.

12. Conduit installed in metal stud walls must be secured to prevent rattling.

13. Provide spare capped conduits for flush-mo unted panelboards consisting of three 3/4" conduits to the ceiling space above, and three 3/4" conduit to the ceiling space below floor slab.

14. Homerun conduits to contain no more than three branch circuits.

15. Underground conduits and raceways shall be swabbed prior to pulling conduits.

16. Mandrel all underground service lateral and feeder raceways prior to pulling wire.

17. Install a code sized copper equipment grounding conductor in all conduits.

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 10

18. No more than three 90 degree bends or a total of 270 degree combined bends between pull boxes. Provide pull boxes as required, size pull boxes per the NEC.

19. Rigid Steel Conduit (GRC)
a. May be used in all locations, concealed or exposed, except where flex is required.
b. Where conduits transition from underground to above grade, use rigid steel elbows and risers.
c. Where installed in contact with earth or fill material, conduit shall be wrapped with net one (1) layers of Scotchwrap #50, Johns-Manville VID-10, or equal, or PVC coated rigid steel.

20. Intermediate Metal Conduit (IMC)
a. IMC may be installed in the same locations as GRC except, IMC may not be installed underground or in contact with the earth.
b. Connections shall be made with double locknuts and bushings. Bushings to be steel with integral insulator except conduits 2" and below may have high impact thermoset Phenolic insulating bushings.

21. Electrical Metallic Tubing (EMT)
a. Electrical metallic tubing may be used in exposed interior locations and in furred spaces. Connectors to outlets, boxes and panels shall be with plastic insulator.

22. Rigid Nonmetallic conduit (PVC)
a. Use for underground applications.
b. All stub ups to transition to rigid steel elbows and risers.

23. Flexible Metal Conduit
a. Max length of 6 feet. Use for connections in dry locations to equipment, light fixtures and vibrating equipment.

24. Liquid tight Flexible Metallic Tubing
a. Max length of 6 feet. Use for connections in damp or wet locations to equipment, light fixtures and vibrating equipment.

25. Metal Clad Cable (MC)
a. Prohibited.

E. Conductors and Cable

1. Color code power wiring as follows:
a. 120/208 volt, 3 phase, 4 wire: phase A-black, phase B-red, phase C-blue, neutral-white; ground conductor-green.

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 11

b. 277/480 volt, 3 phase, 4 wire: phase A-brown, phase B-orange, phase C-yellow, neutral-gray; ground conductor-green.
c. Pull wire and cables into conduits and raceways in such manner that insulation will not be damaged or undue strain placed on conductors. Lubricants shall be UL listed.

F. Wiring devices

1. Install devices plumb, level with finished surfaces and free from blemishes.

2. Install devices at heights scheduled, and as indicated on drawings. Install duplex wall receptacles vertically with ground contacts down except where shown otherwise or where space problem occurs. Install lighting switches vertically on latch side of door within 6" of frame edge.

3. Install devices above counters 2" to bottom above countertop or backsplash. Install at same height all devices above any one counter or fixed cabinet. Verify locations prior to rough-in.

4. Plates to be stainless stee l in all public spaces, U.O.N.

G. Circuit and Motor Disconnects

1. Provide disconnect switches in sight of each motor location unless otherwise noted.

2. Coordinate fuse ampere rating with the nameplate of the installed equipment.

H. Supports

1. Provide all electrical equipment supports.

2. Verify mounting height of all luminaries equipment and items prior to installation.

3. Provide independent supports to structural member for luminaries, material or equipment. Do not use other trade supports for a means of fastening electrical equipment or materials.

4. Support conduit within 18” of outle t boxes, panels, cabinets and deflections.

5. Maximum distance between supports not to exceed 8 foot spacing.

6. Provide seismic braci ng per UBC requirements.

I. Outlet and Junction boxes

1. Set outlet boxes parallel to construction and independently attached to same. Adjust flush type boxes to set level with finished surface. Back to back and through-the-wall boxes are not acceptable. Ganged sectional type boxes are not acceptable.

2. Box Support: Mount boxes straight. In st ud walls provide horizontal bracing at top or bottom of box for 3 or more gang device boxes. For up to 2 gang device boxes, provide stud support one side, with short piece of stud of support on opposite side as shown in details. In masonry walls boxes shall be solidly mortared in. Tie wire supported boxes are not acceptable.

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 12

3. Provide multi-ganged boxes where 2 or more devices are in same location, except where otherwise noted. Provide partitions in multi-ganged boxes where different types of devices are installed, or devices installed operate at different voltages.

4. Identify circuit number and voltage on all junction boxes covers.

5. Paint fire and telephone box covers for identification. Red covers for fire, blue for telephone.

J. Switchboards

1. Install equipment per manufacturer's recommendations and as indicated. Coordinate final locations of equipment with General Contractor, and review final locations with Architect prior to setting equipment.

2. Protect equipment during installation to prevent twisting or deformations, exposure to potentially damaging environments, and work of other trades. Maintain protection until completion of construction.

K. Panelboards

1. Final locations, sizes and mounting of panelboards shall be reviewed with Architect prior to installation.

2. Install panelboards and enclosures as in dicated, in accordance with manufacturer's written instructions, applicable requirements of NEC standards, NECA's "Standards of Installation", and in compliance with recognized industry practices to ensure that products fulfill requirements.

3. Where flush panels are installed, verify available recessing depth and coordinate wall framing with other divisions.

4. Fasten enclosures firmly to walls and structural surfaces, ensuring they are permanently and mechanically anchored.

5. Top breaker handle: Maximum of 6 ft above finished floor.

6. Tighten connectors and terminals, includ ing screws and bolts, in accordance with equipment manufacturer's published torque tightening values for equipment connectors.

Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standards 486A and B.

7. Prior to energization of panelboards, check with ground resistance tester phase-to-phase and phase-to-ground insulation resistance levels.

8. Prior to energization, check panelboards fo r electrical continuity of circuits and for short-circuits.

9. Balance load on panelboards so phases are balanced to 10% of each other.

Reconnect or redistribute circuits and/or circuit breakers to achieve balanced condition.

Submit ammeter readings for all panelboard feeders indicating normal operating load and phase balance.

10. Each panelboard shall have typewritten ci rcuit schedule installed inside cover of each panelboard. Schedule shall be covered with clear plastic and shall include description City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 13

of connected loads, room numbers, room name, area or item served for each branch circuit. Label spare circuits as "SPARE". Room numbers used shall be those used by Owner except as otherwise directed by Architect.

11. Flush panels in finished areas shall have factory applied primer coat painted trim for finish painting by others.

12. Where panels are installed flush, provide (3) ¾” spare conduits from panel to accessible space above and/or below the panel.

L. Circuit breakers

1. Provide device on handle to lock breaker in “ON” position for breakers feeding fire alarm, time switches, nightlights and similar circuits required to be continuously energized.

M. Lighting

1. Store lighting fixtures in original packagi ng. Store inside well-ventilated area protected from weather, moisture, soiling, extreme temperatures, humidity, laid flat and blocked off ground.

2. Handle lighting fixtures carefully to prevent damage, breaking, and scoring of finishes.

Do not install damaged units or components; replace with new. Protection wrapping on louvered (parabolic) fixtures shall not be removed before installation of furniture, but after finish work is complete.

3. Where a recessed luminaire is installed in a ceiling which will be insulated, provide IC rated luminaries or other code approved installation.

4. All lamps and ballasts for each type shall be by the same manufacturer for the entire project.

5. Install fixtures, lamps, lenses, etc., after building is enclosed, weathertight and environmental conditions are nominally same as expected for complete spaces.

Lamps, glassware, reflectors and refractors shall be clean and free of chips, cracks and scratches.

6. Recessed fixtures in suspended ceilings shall have final connections made with a length of flexible metal conduit not in excess of 72" with THHN conductors and green wire ground conductor.

7. Recessed fixtures shall be supported with 12 gage wire hangers, 2 per fixture, at diagonally opposite corners. Fixtures shall be attached to ceiling grid to resist horizontal force equal to weight of fixture.

8. Verify mounting height of all light fixtures with the Architect prior to rough-in. Coordinate installation with other trades as necessary.

N. Grounding

1. Ground fittings shall be an approved manufac tured type, installed and connected to conform with Code requirement; UL 467.

City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 14

2. Ground neutral bus and non-current-carryi ng parts of equipment at each installation in accordance with applicable Codes. Ground conductor shall be copper having a current capacity in accordance with N.E.C. and Electrical Safety Orders.

3. Completely ground all equipment cases, motor frames, and other items to be grounded to satisfy requirements of N.E.C. Install bond wire in flexible conduit. Install copper bond wire, sized in accordance with N.E.C., in all nonmetallic raceways and bond to all metallic parts using approved fittings. Bond wire shall be copper.

4. Connect service ground condu ctor to metallic cold water pipe (pipe must be in contact with earth for 10 feet or more and electrically continuous to point of connection of ground electrode conductor). Additional ground electrode shall supplement the water pipe ground. The supplemental ground electrode shall be a concrete encased ground "Ufer". Bond building steel to ground system.

3.2 Project Closeout
A. Operation and Maintenance Manuals

1. Provide three hard copies and one elec tronic PDF of operation and maintenance manuals. O & M’s shall include the following: Panelboards, switchgear, transformers, light fixtures, and lighting control devices.

B. Testing and Commissioning
Equipment to be tested

1. Generator testing, commissioning and start up: Contractor to coordinate with the City representative and the generator supplier. Contractor to be on site during all required testing and commissioning of the entire generator system, including load bank testing, transfer switch testing and transfers, remote annunciator testing, etc. (Contractor can perform this work, third party testing company not required)

2. Feeder conductors: Insulation resistance
a. Rating of cables of 300 volts maximum: Use 500 volt D.C. test voltage. Minimum insulation resistance, 50 megohms.
b. Rating of cables of 600 volts maximum: Use 1000 volt D.C. test voltage.

Minimum insulation resistance, 50 megohms.

3. New 2000A/208V Main Switchboard, test and inspect the following:
a. Switchboard Inspection, Clean & Torque
b. 2000 A main breaker
c. 1200 A ATS breaker

d. 200 A spare breaker

4. Existing 2500A/208V Main Switchboard (Renamed DP1) test and inspect the following equipment:
a. Switchboard Inspection, Clean & Torque
b. 2500 A main breaker, replace the existing trip unit with a new 1250 amp trip unit, test and inspect
c. Ground Fault System, remove from operation
d. Nine feeder breakers rated up to 1200 A
e. Switchboard Volt Meter and Amp meter
City of Sacramento Pannell Community Center Standby Generator

ELECTRICAL MATERIALS AND METHODS 260500 - 15

Testing requirements

5. All testing will be performed under the dire ction of NETA and NICET certified personnel.

6. The Company performing the test shall be an independent testing organization, with no financial ties to the contractor, which can function as an unbiased testing authority, professionally independent of the manufacturers, suppliers and installers of equipment or systems evaluated by the testing firm.

7. Member of the International Electrical Test ing Association, specializing in the testing of equipment or apparatus specified in this Section with minimum 3 years experience.

8. Each on-site crew leader shall hold a current registered certification in electrical testing applicable to each type of apparatus to be inspected or tested. The certification in electrical testing shall be issued by an independent, nationally recognized, technician certification agency.

9. The Test Procedures are to be in accordance with the InterNational Electrical Testing Association (NETA) Maintenance Testing Specifications MTS-2023, EXCLUDING all optional tests. Specific procedures may be eliminated based on equipment types, ratings, safety, and installed conditions.

10. Test Power: Include the cost of a 100 kW generator to be used for testing. All costs associated with the delivery, use (fuel), cables, etc. to be included.

11. At the completion of the testing, provide an electronic copy of the report to the City, including:

A. Summary of project
B. Description of equipment tested
C. Description of test
D. Test results
E. Conclusions and recommendations
F. Appendix, including appropriate test forms
G. Identification of test equipment used

END OF SECTION 26 05 00

ABBREVIATIONS,

SYMBOLS,

VICINITY MAP
& GENERAL NOTES
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Electrical - FEMA generator.dwg Aug 04 , 2025 - 11:22am ACAD Print Date & Time: Aug 04, 2025 - 11:22am
Work Order No:

Z.J

AS NOTED
Z.J

STANDBY GENERATOR

SAM & BONNIE PANNELL

COMMUNITY CENTER
2450 Meadowview Rd, Sacramento, CA 95832
APN#053-0010-043-0000
J.C
41 E-001
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

SPECIAL INSPECTION

REQUIRED

By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Sep 17, 2025

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

By:

City of Sacramento Plan Review

APPROVED
Raymond Ross
on Sep 17, 2025

LIFE SAFETY

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

ELECTRICAL SINGLE

LINE DIAGRAM,

SYMBOLS,

NOTES & DETAILS
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Electrical - FEMA generator.dwg Aug 04 , 2025 - 11:23am ACAD Print Date & Time: Aug 04, 2025 - 11:23am
Work Order No:

Z.J

AS NOTED
Z.J
J.C
42 E-002

STANDBY GENERATOR

SAM & BONNIE PANNELL

COMMUNITY CENTER
2450 Meadowview Rd, Sacramento, CA 95832
APN#053-0010-043-0000
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Sep 17, 2025

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
”
”
”
”

ELECTRICAL

SITE PLAN
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Electrical - FEMA generator.dwg Aug 04 , 2025 - 4:53pm ACAD Print Date & Time: Aug 04, 2025 - 4:53pm
Work Order No:

Z.J

AS NOTED
Z.J
J.C
43 E-100

STANDBY GENERATOR

SAM & BONNIE PANNELL

COMMUNITY CENTER
2450 Meadowview Rd, Sacramento, CA 95832
APN#053-0010-043-0000
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Sep 17, 2025

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

DETAILS
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Electrical - FEMA generator.dwg Aug 04 , 2025 - 11:25am ACAD Print Date & Time: Aug 04, 2025 - 11:25am
Work Order No:

Z.J

AS NOTED
Z.J
J.C
44 E-111

STANDBY GENERATOR

SAM & BONNIE PANNELL

COMMUNITY CENTER
2450 Meadowview Rd, Sacramento, CA 95832
APN#053-0010-043-0000
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Jason Queener
on Sep 17, 2025

ELECTRICAL DIVISION
_________________________________________

THE APPROVAL OF ALL ELECTRICAL WORK

IS SUBJECT TO FIELD INSPECTIONS

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Civil.dwg Aug 06 , 2025 - 9:02am ACAD Print Date & Time: Aug 06, 2025 - 9:02am
Work Order No:

WO#
5 1

EXISTING

SITE PLANSTANDBY GENERATOR
Pannell Meadowview Community Center
2450 Meadowview Rd.

Sacramento, CA 95832
APN# 053-0010-043-0000
SCALE
I.M
08/06/2025
1 EXISTING SITE PLAN
SCALE: 1"= 10'
E.W
E.W
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Civil.dwg Aug 06 , 2025 - 9:03am ACAD Print Date & Time: Aug 06, 2025 - 9:03am
Work Order No:

SITE

IMPROVEMENT

STANDBY GENERATOR
Pannell Meadowview Community Center
2450 Meadowview Rd.

Sacramento, CA 95832
APN# 053-0010-043-0000
08/06/2025
I.M
SCALE
25 WO#
1 SITE PLAN
SCALE: 1" = 20'
E.W
E.W
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

APPROVED
City of Sacramento Plan Review

DEPARTMENT OF UTILITIES
Lorenzo Hernandez 09/17/2025

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Civil.dwg Aug 06 , 2025 - 9:04am ACAD Print Date & Time: Aug 06, 2025 - 9:04am
Work Order No:

ENLARGED

SITE PLAN
&

DETAILS
WO#
5 3

STANDBY GENERATOR
Pannell Meadowview Community Center
2450 Meadowview Rd.

Sacramento, CA 95832
APN# 053-0010-043-0000
SCALE
08/06/2025
2 CONCRETE EXPANSION JOINT
SCALE: N.T.S.
3 APRON PAD
SCALE: N.T.S.4 CONTROL JOINT
SCALE: N.T.S.
…
1 RAMP WITH REMOVABLE BOLLARDS
SCALE: N.T.S.5 CONCRETE APRON AT TRASH ENCLOSURE
SCALE: N.T.S.

E.W
I.M
E.W
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
CITY OF SACRAMENTO GENERAL NOTES:

GRADING NOTES:

PROJECT NOTES:

REQUIRED TREE PRESERVATION MEASURES FOR PROTECTED TREES:

Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Civil.dwg Aug 06 , 2025 - 9:05am ACAD Print Date & Time: Aug 06, 2025 - 9:05am
Work Order No:

STANDBY GENERATOR
Pannell Meadowview Community Center
2450 Meadowview Rd.

Sacramento, CA 95832
APN# 053-0010-043-0000
I.M
08/06/2025
SCALE
45 WO#
NOTES
AND
SPECS
E.W
E.W
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

CITY OF SACRAMENTO EROSION AND
SEDIMENT CONTROL NOTES:

BEST MANAGEMENT PRACTICES TABLE
Sheet Scale:

Drawn By:

Designed By:

Project Name & Location:

No. Description Date.

Reviewed By:

Approval:

OF
Sheet Title:

Revisions / Issuances
Sheet No:

Issue Date:

Public Works
www.cityofsacramento.org
(916) 808-8337 (Fax)
Sacramento, CA.95822
Facilities / Real Property Mgt.

Dept. of Public Works
City of Sacramento
(916) 808-8300
5730 24th Street
Bldg. #4
Drawing Properties: Drawing Name: Q:\2450 Meadowview Road_Pannell CC\2023\Pannell CC Resiliency Project\FEMA Grant-Generator\4 CD\CAD\ Civil.dwg Aug 06 , 2025 - 9:06am ACAD Print Date & Time: Aug 06, 2025 - 9:06am
Work Order No:

STANDBY GENERATOR
Pannell Meadowview Community Center
2450 Meadowview Rd.

Sacramento, CA 95832
APN# 053-0010-043-0000
WO#
5 5
SCALE
08/06/2025
I.M

EROSION

AND SEDIMENT

CONTROL NOTES

AND DETAILS
E.W
E.W
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025
DESIGN CRITERIA:

RISK CATEGORY:

WIND DATA:

EARTHQUAKE DATA:

SCOPE:
2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) II
ULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 95
WIND EXPOSURE: C
INTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18

COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS
DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7-16"

DESIGN STANDARD
SEISMIC IMPORTANCE FACTOR, Ió: 1.0
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Sš = 0.587; Sþ = 0.257 SITE CLASS: D
SPECTRAL RESPONSE COEFFICIENTS: SŽš = 0.521; SŽþ = 0.357 SEISMIC DESIGN CATEGORY: D (BY DEFAULT)
ANALYSIS PROCEDURE USED: NON-STRUCTURAL COMPONENTS

NEW GENERATOR EQUIPMENT PAD AND FENCE POST ANCHORAGE

1. REFER TO SHEETS S0.1 AND S1.1 FOR STANDARD DETAILS OF CONSTRUCTION.

REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS.

2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY

DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK.

3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL

BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.

4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS.

5. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY

SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS ON SHEETS S0.1 AND S1.1. AT CONDITIONS

WHERE THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS

OF MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION.

6. VERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS EXCEEDING WEIGHT NOTED ON PLANS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.

CONTRACTOR TO VERIFY MECHANICAL UNIT SIZES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION TO ENSURE CORRECT PLACEMENT.

7. SPECIAL INSPECTIONS ARE REQUIRED PER AND THE TESTING AND INSPECTION FORM.

8. STRUCTURAL OBSERVATION PER CBC SECTION 1704.6 IS NOT REQUIRED.

D/S0.1

1. CONCRETE CONSTRUCTION PER CBC SECTIONS 1705.3, AND TABLE 1705.3

INCLUDING FORMWORK, REINFORCING STEEL, CAST-IN-PLACE BOLTS, MIX DESIGNS, CONCRETE SAMPLES, AND PLACEMENT FOR ALL CONCRETE.

REINFORCING DOWELS FROM FOOTINGS TO RETAINING WALLS SHALL BE

INSPECTED PRIOR TO PLACEMENT OF FOOTING CONCRETE AND WALL GROUT OR CONCRETE. CONTINUOUS OR ISOLATED SPREAD FOOTINGS WITH DESIGN STRENGTH NO GREATER THAN 2500 PSI, NON-STRUCTURAL SLABS ON GRADE, AND

EXTERIOR FLATWORK DO NOT REQUIRE SPECIAL INSPECTION PER CBC SECTION 1705.3.

2. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL

STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN

ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT

PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED

STANDARDS INCLUDING POST-INSTALLED ANCHOR BOLTS IN CONCRETE AND CMU, AND PRE-MANUFACTURED SHEAR PANELS AND BRACED FRAMES.

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS:

CONCRETE CONSTRUCTION

1. CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:

2. WORKMANSHIP AND DETAILS SHALL CONFORM TO THE AISC SPECIFICATIONS AND THE CBC UNLESS NOTED OTHERWISE.

3. BOLT HOLES SHALL BE È" LARGER IN DIAMETER THAN THE BOLT. ANCHOR BOLT HOLES SHALL BE É" LARGER IN DIAMETER THAN THE ANCHOR BOLT.

4. WELDING ELECTRODES SHALL MEET AWS REQUIREMENTS AND ELECTRODES SHALL BE E70XX FOR SHIELDED METAL ARC, F7XX-EXXX FOR SUBMERGED ARC (SHOP WELDS ONLY), ER70S-X FOR GAS METAL ARC AND E7XT-XX FOR FLUX CORE (UNLESS NOTED OTHERWISE). E60 OR E70 ELECTRODES MAY BE USED AT METAL DECK AND LIGHT GAUGE METAL.

5. ALL STRUCTURAL WELDS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED TESTING AGENCY. CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT.

6. SEE ARCHITECTURAL DRAWINGS FOR FINISHES ON STEEL FRAMING. STEEL

FRAMING WITH EXTERIOR EXPOSURE SHALL BE HOT-DIP GALVANIZED PER ASTM A123 CLASS 55 MINIMUM OR OTHERWISE FINISHED WITH A HIGH-PERFORMANCE (E.G. EPOXY OR URETHANE) EXTERIOR COATING SYSTEM (PRIMER AND TOP COAT) APPROVED BY THE ARCHITECT AND ENGINEER. PROVIDE VENT HOLES PER ASTM A385 AT CLOSED SECTIONS (SUCH AS HSS). SUBMIT PROPOSED LOCATION OF VENT HOLES FOR REVIEW BY ENGINEER. ALL CONNECTION HARDWARE AT EXTERIOR EXPOSURE FRAMING SHALL BE HOT-DIP GALVANIZED PER ASTM A153 OR F2329.

ASTM F3125 GRADE A325 HIGH-STRENGTH BOLT ASSEMBLIES MAY BE MECHANICALLY GALVANIZED PER ASTM B695 CLASS 55 OR HOT-DIP GALVANIZED PER ASTM F2329. MATING BOLTS AND NUTS SHALL RECEIVE THE SAME ZINC- COATING PROCESS. REPAIR ALL UNCOATED, DAMAGED, OR ALTERED GALVANIZED SURFACES PER ASTM A780.

LOCATION
MIN 28-DAY

STRENGTH (PSI)

AGGREGATE
SIZE

MAX WATER TO

CEMENTITIOUS

MATERIALS
RATIO

MIN SACKS

CEMENTITIOUS

MATERIAL PER

CUBIC YARD
FOUNDATIONS 0.53 5.01"x#43,000
(DESIGNED
FOR 2,500)

STRUCTURAL

STRUCTURAL STEEL
4 1. STEEL GRADES:

PLATES........................................................... ASTM A36, A572 GRADE 50 OR A529 GRADE 50 UNO
PIPES ............................................................. ASTM A53 GRADE B ROUND HSS .................................................. ASTM A500 GRADE C

2. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF CBC SECTIONS 1705 AND 1903, ACI CODE-318, ACI SPEC-301, AND THESE SPECIFICATIONS. SUBMIT MIX DESIGN AND SUPPORTING DOCUMENTATION IN ACCORDANCE WITH ACI SPEC-301 AND ACI CODE-318 FOR REVIEW PRIOR TO PLACEMENT.

CEMENT: ASTM C150 TYPE ll
AGGREGATE: ASTM C33

RECYCLED AGGREGATE PRODUCTS NOT PERMITTED

EXCEPT RECLAIMED COARSE AGGREGATE PER
ASTM C33
FLY ASH: ASTM C618 CLASS F
SLAG CEMENT: ASTM C989 GRADE 100 OR 120
WATER: ASTM C1602
ADMIXTURES: ASTM C494, C260

3. FLY ASH MAY BE SUBSTITUTED UP TO 25% FOR CEMENT AT A POUND-FOR-POUND RATE, UNLESS SPECIFIED OTHERWISE. DO NOT USE FLY ASH IN HIGH EARLY STRENGTH CONCRETE. SLAG CEMENT MAY BE SUBSTITUTED UP TO 45% FOR CEMENT AT A POUND-FOR-POUND RATE, UNLESS SPECIFIED OTHERWISE. DO NOT USE SLAG CEMENT IN HIGH EARLY STRENGTH CONCRETE.

4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 OR A706 GRADE 60.

STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. SECURELY TIE REBAR IN PLACE PRIOR TO CONCRETE PLACEMENT. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. WELDED REINFORCING STEEL SHALL BE ASTM A706 OR A615 MEETING CARBON REQUIREMENTS OF AWS D1.4.

5. CONCRETE SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS, AFTER PLACEMENT, AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT. IN LIEU OF

PONDING, SLABS EITHER MAY HAVE CURE/SEALER APPLIED IMMEDIATELY AFTER

FINISHING (IF OTHER FINISHES ARE NOT AFFECTED) OR COVERED WITH CURING PAPER, FILM OR BURLAP. CURE SHALL BE OF A TYPE THAT WILL NOT BE DETRIMENTAL TO SEALERS TO BE APPLIED LATER.

6. LAITANCE SHALL BE REMOVED FROM ALL COLD JOINT SURFACES PRIOR TO PLACEMENT OF SUBSEQUENT CONCRETE.

7. MECHANICAL COUPLERS FOR REINFORCING STEEL TO BE "L-SERIES BAR LOCK" BY DAYTON SUPERIOR (UES ER-0319) OR EQUAL COUPLER WITH ICC REPORT, UNO.

1. ZFA RECOMMENDS GEOTECHNICAL REPORTS FOR ALL CONSTRUCTION PROJECTS.

N

O GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THIS PROJECT AND UNDER

DIRECTION OF THE CLIENT, ZFA IS PROCEEDING WITH FOUNDATION DESIGN BASED

ON THE CONVENTIONAL PROVISIONS AND THE MINIMUM ALLOWABLE SOIL BEARING PRESSURE ALLOWED PER THE CALIFORNIA BUILDING CODE, CHAPTER 18.

HOWEVER, GEOTECHNICAL AND GEOLOGICAL CONDITIONS SUCH AS EXPANSIVE

AND COMPRESSIBLE SOILS, LIQUEFACTION, SLOPE INSTABILITY, ETC MAY EXIST WHICH WARRANT SPECIAL DESIGN CONSIDERATIONS. ZFA SHALL NOT BE

RESPONSIBLE FOR UNSATISFACTORY PERFORMANCE RESULTING FROM THESE CONDITIONS. ALLOWABLE (ASD) FOUNDATION DESIGN PRESSURES ARE PER CBC SECTION 1806.2:

SHALLOW FOOTINGS:

DEAD LOAD + LIVE LOAD = 1,500 PSF
DEAD LOAD + LIVE LOAD + LATERAL = 2,000 PSF

2. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 18 OF THE CBC. ALL FOUNDATIONS SHALL BEAR

ON FIRM, UNDISTURBED, NATIVE SOILS AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. INCREASE FILL AND OR FOOTING DEPTH AS REQUIRED. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICABLE. MAXIMUM OVER EXCAVATION IN WIDTH SHALL BE LESS THAN 12 INCHES OR 25% OF FOOTING WIDTH, WHICH EVER IS LESS. 6 INCHES MAXIMUM PER SIDE. LARGER OVER-EXCAVATIONS IN

WIDTH SHALL BE FILLED WITH ADDITIONAL REINFORCED CONCRETE AS DIRECTED BY THE ENGINEER, OR FORMWORK SHALL BE PROVIDED. OVER-EXCAVATIONS IN

DEPTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE.

3. TYPICAL SLAB: 6" CONCRETE REINFORCED WITH #4 @ 16"oc EACH WAY AT MID- DEPTH OVER 4" MINIMUM FREE DRAINING COMPACTED Ó" CRUSHED ROCK ON SUBGRADE.

4. PROVIDE CONTROL JOINTS PER (OR CONSTRUCTION/DOWEL JOINTS AT

CONTRACTOR'S OPTION) AS SHOWN ON PLAN AND AS REQUIRED TO MEET A MAXIMUM SPACING IN FEET OF 3 TIMES THE SLAB DEPTH IN INCHES (FOR EXAMPLE 3x4" = 12'-0"oc MAX) AND 15'-0" MAX. INSTALL JOINTS TO DIVIDE SLAB INTO RECTANGULAR AREAS WITH LONG DIMENSION LESS THAN 1.5x SHORT DIMENSION.

INSTALL JOINTS AT FACE OF STUDS OF WALL WHERE POSSIBLE. SUBMIT JOINT LAYOUT PLAN FOR REVIEW PRIOR TO PLACEMENT.

5. FORMWORK STAKES ARE NOT PERMITTED WITHIN CONCRETE PLACEMENTS. IF

REQUIRED, PROVIDE STEEL STAKES SLEEVED WITH PLASTIC PIPE OR SOLID PLASTIC STAKES; WOOD STAKES NOT PERMITTED. FLUSH CUT SLEEVE OR STAKE AND FILL SLEEVES IMMEDIATELY WITH GROUT. WHERE STAKES PENETRATE VAPOR RETARDER, TAPE OR SEAL PER MANUFACTURER'S RECOMMENDATIONS.

6. DO NOT UNDERCUT EXISTING FOUNDATIONS. NOTIFY ENGINEER FOR REVIEW AND POSSIBLE REVISIONS, IF EXISTING FOUNDATION CONDITIONS ARE NOT AS SHOWN.

7. TOP OF FOOTING ELEVATIONS TO BE DETERMINED BY THE CONTRACTOR BASED ON INFORMATION FROM THE CIVIL DRAWINGS, LANDSCAPE, ETC. 4/S1.1

ABBREVIATIONS

DOUGLAS FIR

MANUFACTURER

FRAMING

UP TRUSS
HOLE

CHANNEL
AB

BLK/BLKG
BM
BOT
BRG
BTWN
C
CB
¢
CJ
CLG
CLR
CONC
CONN
CONT
CMU
CSK
CW
DBL
DF
DIA or ø
DIAG
DIM
DJ
DL
DN
DO
DWG
EA
EE
EF
ELEC
ELEV
EMBED

ANCHOR BOLT

AIR CONDITIONING

ADJACENT

ALTERNATE
AT

BUILDING

BLOCK/BLOCKING
BEAM
BOTTOM

BEARING

BETWEEN

AMERICAN STANDARD

CARRIAGE BOLT

CENTERLINE

CONTROL JOINT

CEILING
CLEAR

CONCRETE

CONNECTION

CONTINUOUS

COORDINATION

CONCRETE MASONRY UNIT

COUNTERSINK

CUT WASHER
DOUBLE

DOUGLAS FIR

DIAMETER

DIAGONAL

DIMENSION

DOWEL JOINT

DEAD LOAD
DOWN
DITTO

DRAWING
EACH

EACH END

EACH FACE

ELECTRICAL

ELEVATOR/ELEVATION

EMBEDMENT
EQ
EQUIP
EW
(E)
EXP
FDN
FIN
FG
FLR
FN
FOM
FOS
FRMG
FTG
GA
GALV
GLB
GR
HD
HGR
HORIZ
HSB
HSG
HSH
HT
ID
IJ
JST
JT
L LGMF
LGMFC
LL
LLV
MAX
MB
EQUAL

EQUIPMENT

EACH WAY

EXISTING

EXPANSION

FOUNDATION
FINISH

FINISH GRADE
FLOOR

FACE NAIL

FACE OF MASONRY

FACE OF STUD

FRAMING

FAR SIDE
GAGE or GAUGE

GALVANIZED

GLUE LAMINATED BEAM
GRADE

HOLDOWN
HANGER

HORIZONTAL

HIGH STRENGTH BOLT

HIGH STRENGTH GROUT

HORIZONTAL SLOTTED
HEIGHT

INSIDE DIAMETER

I SHAPED WOOD BUILT
JOIST
JOINT

STEEL ANGLE

LIGHT GAGE METAL

LIGHT GAGE METAL

FRAMING CONTRACTOR

LONG LEG VERTICAL

MAXIMUM

MACHINE BOLT

LIVE LOAD
MBM
MC
MECH
MFR
MIN
MISC
MIW
MTL
MU
NO or #
NS
NTS
oc
OD
OPNG
OPP
£
PEN
PLF
PNL
PJP
PTDF
PT
R
RFTR
REF
REINF
REQD
REV
RF
SAD
SB
SCHED
SED
SIM
SMD
SPCG
SPEC

METAL BUILDING

MISCELLANEOUS CHANNEL

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MALLEABLE IRON WASHER
METAL

MECH UNIT
NUMBER

NEAR SIDE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE
PLATE or PROPERTY LINE

PANEL EDGE NAIL

POUNDS PER LINEAR FOOT
PANEL

PARTIAL JOINT PENETRATION

PRESSURE TREATED
POINT
RADIUS
RAFTER

REFERENCE

REINFORCING

REQUIRED

REVISION
ROOF

SEE ARCHITECTURAL

SOLID BLOCK

SCHEDULE

SEE ELECTRICAL DRAWINGS

SIMILAR

SEE MECHANICAL DRAWINGS

SPACING

SPECIFICATION
SQ
SS
STD
STIFF
STL
STRUCT
SW
SYM
T&B
T&G
THK
THRD
THRU
TL
TN
TOC
TOS
TOT
TU
TYP
UNO
VERT
VSH
W
W/
W/O
WD
WP
WT
WWR
SQUARE

SELECT STRUCTURAL

STANDARD

STIFFENER
STEEL

STRUCTURAL

SHEAR WALL

SYMMETRICAL

TOP AND BOTTOM

TONGUE AND GROOVE
THICK

THREADED

THROUGH

TOTAL LOAD

TOE NAIL

TOP OF CONCRETE

TOP OF STEEL
TOTAL

TILT UP

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VERTICAL SLOTTED HOLE

WIDE FLANGE STEEL BEAM
WITH

WITHOUT
WOOD

WORK POINT/WATERPROOF
WEIGHT

WELDED WIRE
ABOVE

BLW BELOW
Lb or # POUND(s)

OW OTHERWISE
or STAINLESS STEEL

TOF TOP OF FRAMING

TOP OF MASONRYTOM

TOP TOP OF PLYWOOD

WELDED THREADED STUD

WELDED HEADED STUD
WELDED

BUILT-UP

LAMINATED VENEER LUMBER

CERTIFIED GLUED LUMBER

INTERIOR

EXTERIOR
WTS
WHS
WLD
BU
LVL
CGL
INT
EXT

LONG LEG HORIZONTALLLH

FACE OF CONCRETEFOC

HEADERHDR

SHEATHINGSHTG

POWER ACTUATED

FASTENERS
PAF

OPPOSITE HANDOH

BOUNDARY NAILBN

SECTION

HSS HOLLOW STRUCTURAL S AMERICAN STANDARD BEAM

O/ OVER

WS WOOD SCREW

SPD SEE PLUMBING DRAWINGS

POST ABOVEPA

PERP PERPENDICULAR

STGR STAGGERED

DRAWINGS

ES EACH SIDE

LOC LOCATION

NSG NON-SHRINK GROUT

VIF VERIFY IN FIELD

SHEET METAL SCREW SMS

DOWELDWL

CIP CAST IN PLACE

BYND BEYOND

ADDITIONAL

LAMINATED STRAND LUMBERLSL

DCW DEMAND CRITICAL WELD

SCD SEE CIVIL DRAWINGS

SC SLIP CRITICAL

RET RETAINING

CANT CANTILEVER

SEOR STRUCTURAL ENGINEER OF

SOG SLAB ON GROUND

RWD REDWOOD

MEZZ MEZZANINE
RECORD

SKYLT SKYLIGHT

GB GRADE BEAM

ARCHITECT

CJP COMPLETE JOINT

COL COLUMN

COORD COORDINATE/

LS LAG SCREW

PENETRATION
ABV
AC
ADJ
ADDL
ALT
ARCH
@

BLDG HK HOOK
FS

FOOTING

MF MOMENT FRAME

OWT OPEN WEB TRUSS

ALUMINUMALUM

KP KING POST

RBS REDUCED BEAM SECTION

SEISMIC FORCE RESISTINGSFRS
SYSTEM

HDG HOT-DIP GALVANIZED

PES PANEL EDGE SCREWS
L

REINFORCEMENT

OVS OVERSIZED

DBA DEFORMED BAR ANCHOR

CFS COLD FORMED STEEL

SLD SEE LANDSCAPE DRAWINGS

LIGHTWEIGHT CONCRETELWC

NWC NORMAL-WEIGHT CONCRETE

BRACED FRAMEBF

ALASKAN YELLOW CEDARAYC

CA CALIFORNIA

DIST DISTANCE

GL GRIDLINE
(N) NEW

N/A NOT APPLICABLE

PSF POUNDS PER SQUARE FOOT

PARALLEL STRAND LUMBERPSL

POUNDS PER SQUARE INCHPSI

A DESIGN CRITERIA

B GENERAL NOTES
D

SPECIAL INSPECTION BY OWNERS

TESTING AGENCY

E STRUCTURAL SPECIFICATIONS
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2025
SHEET
DATE:

SHEET DESCRIPTION

PROJECT

THIS DOCUMENT AND THE IDEAS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS

NOT TO BE USED, IN WHOLE OR IN PART FOR ANY

OTHER PROJECT WITHOUT THE PRIOR WRITTEN
AUTHORIZATION OF THE ENGINEER.

PM:

ENGR:
9/9/2025 8:06:11 AM

GENERAL NOTES
AND

SPECIFICATIONS
S0.1
SEPT 9, 2025 2450 MEADOWVIEW RD,
SACRAMENTO, CA 95832
2450 MEADOWVIEW

GENERATOR
25312

PERMIT SET
JP
DJN

C FOUNDATION NOTES

SHEET INDEX
S

0.1 GENERAL NOTES AND SPECIFICATIONS
S1.1 TYPICAL CONCRETE DETAILS
S2.1 FOUNDATION PLAN AND DETAILS
Revision Schedule
#
Revision Description Date
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
RR

EENIGNE

LANOISSEFORPDERETSIGE

S ATATE OF CA LI FORNI
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Sep 17, 2025

STRUCTURAL

SPECIAL INSPECTION

REQUIRED

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

SECOND CONC

PLACEMENT

FIRST CONC

PLACEMENT

SECOND CONC

PLACEMENT

FIRST CONC

PLACEMENT
(CLASS B TOP BAR)
BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4".
19" 94"
138"
115"
38"
61"
77" 37"µ
25"
#6 & LARGER
#5 & SMALLER

EXPOSED TO EARTH (FORMED) OR WEATHER

CAST AGAINST EARTH OR GR
1 MAX
6 NOT EXPOSED TO EARTH OR WEATHER
3"
1Ï"
2"
#8
#7
#6
#10
#11
#9 #3
#4
#5
180° HOOK
90° HOOK

CONC COVER FOR REINF STL

STANDARD HOOKS & BENDS

COL BAR & STRUCT OFFSET SPLICE
'CLR'
135° STIRRUP
TIES #3, #4, #5

STIRRUP
#3, #4, #5

LAP LENGTHSIZESIZE LAP LENGTHLAP LENGTHSIZE
ALL REINF SHALL EXTEND AS FAR AS POSSIBLE. WHERE BAR SPLICES ARE REQUIRED, BARS SHALL BE LAPPED PER SCHEDULE ABOVE UNLESS DETAILED OTHERWISE.

WHERE REINF TERMINATES AT END OF MEMBER, REINF SHALL END IN A STD 90° OR 180° HK UNLESS DETAILED OTHERWISE.

MINIMUM BAR LAPS FOR REINFORCING STEEL
CONCRETE STRENGTH: 2500 PSI OR GREATER (STAGGER SPLICES)

WIRE TOGETHER AT EA END
R = 2dbR = 2db
db
LAP
12db
4 db OR 2 1/2" MIN
6db, 3" MIN
db db 6db
3" MIN
R=3 db FOR #3 TO #8
R=4 db FOR #9 TO #11
135° 6db
3" MIN
µ WHERE COVER NOT LESS THAN 1Ï", #5 LAP LENGTH = 31"

ALL OTHER CONDITIONS
#11 & SMALLER AT SLABS & WALLS Ó"
1Ï"

CROSSTIE
#3, #4, #5

PLAN VIEW
12" 12"
NOTES:

LOC VERT PIPES INSIDE WALL

DEEPEN FTG AS REQD

FOR PIPE COVER &

CLEARANCES TO REINF
STL PER NOTE #3
SEE NOTE #8
'PIPE' THRU FTG

IN 'PIPE' SLEEVE

OPTIONAL BUNDLED
'PIPE' SLEEVE
2 1
¢ 'PIPE'
"U" BARS, SIZE TO MATCH TYP FTG
REINF (#6 MAX), 18"oc, (2) MIN EXCEPT
WHERE FTG HAS ONLY (1) BAR T&B

TYP REINF 'PIPE' THRU FTG

VERT PIPE (WRAPPED)
'PIPE'

THICKEN AT 'PIPE' AS REQD

TO PROVIDE CLEARANCE

TO REINF & CONC COVER
TO 'PIPE'. PROVIDE #4 HORIZ
AT 'PIPE'.
48" MIN TO NEXT BUNDLE

CONT FTG PAD FTG SIMILAR
1 1/2"
M
IN
1 1/2"
M
IN
1 1/2"
LAPDIA
8 " MAX3dd
PER NOTE #3
PER NOTE #3
d
3d
B
A
A
B
PER NOTE #3
'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION.

ALL PIPES THROUGH FOOTINGS TO BE WRAPPED OR SLEEVED AS FOLLOWS:
a. SLEEVES: PROVIDE 1" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEEVE, UNO.

SEAL SLEEVE ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT. b. WRAPPED VERTICAL PIPES: PROVIDE É" NOMINAL SHEET FOAM W/ (3) WRAPS MINIMUM, UNO.
c. WRAPPED HORIZONTAL PIPES: PROVIDE É" NOMINAL SHEET FOAM W/ (8) WRAPS MINIMUM, UNO.
d. UNDERGROUND FIRE LINES 4" AND LARGER:

1. SLEEVES: PROVIDE 2" MIN CLEAR ALL AROUND O.D. PIPE TO I.D. SLEEVE.

SEAL ENDS PER ABOVE.

2. WRAPPED: PROVIDE É" NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM.

WRAPPED AND SLEEVED PIPES SHALL HAVE 1Ï" MIN CLEAR TO REINF STEEL.

MINIMUM CONCRETE COVER AT PIPES TO BE 3".

CLEARANCE BETWEEN 'PIPES' TO BE 3d MIN TYP W/ A MAXIMUM OF (8) PIPES PER 48".

GROUPS OF PIPES MAY BE BUNDLED AS SHOWN, EXCEPT IN PAD FOOTINGS.

NO 'PIPE' TO RUN PARALLEL IN FOOTINGS, STEM OR CURB.

PVC CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORIZONTAL REINF.

NO HORIZONTAL PIPES ALLOWED THROUGH FOOTING WITHIN 2'-0" EACH SIDE OF HOLDOWNS OR STEEL COLUMNS. NO VERTICAL PIPES ALLOWED IN FOOTINGS AT BRACED FRAMES.

PROVIDE 18" MIN OF COMPACTED FILL ABOVE PIPES UP TO 12"ø, FOR LARGER PIPES INCREASE COMPACTED FILL DEPTH 1'-0" FOR EACH 6" INCREASE IN PIPE DIAMETER.

OTHERWISE DEEPEN FOOTING AS SHOWN.

1. 2.

3. 4.

5. 6.

7. 8.

TYP REINF

2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48".

DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLDOWN, IN FRAME FOUNDATIONS OR COLUMN PAD FOOTINGS.

1. NOTES:

SYM
ABOUT
¢
LAP
'd' FTG DEPTH'S' 'S'
2x 'S'18"
12" MIN
'd'/2 30" MAX
12" MIN
'd'/2
40" MAX
STD HK

PROVIDE REINF TO

MATCH FTG REINF

TYP REINF
3" CLR TYP
18"
MAX
18"
MAX
12" MIN

TIES AS OCCUR

STEP W/ BOT OF FTG

PROVIDE REINF TO

MATCH FTG REINF

METAL JOINT FORMED JOINT

CONSTRUCTION/DOWEL JOINT

CONTROL JOINT
OR
8" MIN 8" MIN
MIN
2"
MIN
2"
D/4
TYP
REINF
JT CAP Ï"ø x 18" SMOOTH ROD @ 16"oc
Ï" SQ FLEXIBLE

SEALANT

KEY FROM
BEVELED 2x4

TYP SLAB ON GR

TYP REINF CONT THRU

TYP SLAB ON GR

TYP REINF CONT THRU
SAWCUT WITHIN 8 HOURS
OF CONC PLACEMENT.

USE JT SEALANT

COMPOUND TO FILL CUT

PLASTIC CJ OR
É" MASONITE OR
Ï" TOOLED JT FILLED

W/ FLEXIBLE SEALANT
D/4
D
A
B
ALT: SPEED DOWEL @ 16"oc W/
#4x24"

PIPE/CONDUIT IN

COMPACTED ROCK

PIPE/CONDUIT REQUIRING

EMBEDMENT IN CONC
MAX 1"

PIPE/CONDUIT

SLAB PER PLAN

PIPE/CONDUIT

VAPOR RETARDER -

SEAL AT

PENETRATION, TYP

COMPACTED CRUSHED BASE ROCK
NOTES:

1. LOCATION OF PIPE/CONDUIT BY OTHERS.

2. PROVIDE SLEEVE AT PIPE PER SIM.

CONC
1" MIN OR

EMBED IN
1 1/2" MIN COVER
2 S1.1
1 1/2" MIN CLR
6" MIN

BUNDLED PIPE/CONDUIT
24" MAX

PLAN VIEW - SINGLE LAYER
PLAN VIEW - 2 OR MORE LAYERS
NOTE:

FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR LAP

LAP HOOK
S
TD
CLR
TYP
LAP
STD HK
(2) ADDL

VERT AS
REQD

STD HOOK

ADDL VERT

AS REQD

CORNER BAR TO

MATCH HORIZ BAR

TYP WALL OR

FTG REINF
LAP

STD HK LAPSTD HK

STD HK AT ADDL BARS

U BAR TO
MATCH

HORIZ BAR

ADDL VERT

AS REQD

TYP WALL OR

FTG REINF

CORNER BAR

TO MATCH

HORIZ BAR
18"
18"
18"

ROUGHEN TO
Ë" AMPLITUDE

TYP SLAB REINF

HOUSEKEEPING PAD AS REQD,

SMD & SED FOR LOC & EXTENT
& THICKNESS
2" MIN

COVER AT

ADHESIVE
ANCHOR

THICKEN SLAB AS REQD
#4 @ 24"oc IN LIEU OF

ADHESIVE ANCHORS AT

CONTRACTORS OPTION

CONC SLAB PER PLAN
#4x ADHESIVE ANCHOR
@ 24"oc TYP AT PERIMETER
((3) MIN ES)

BOLT AT EQUIP

ANCHORAGE

COORD W/ EQUIP LAYOUT
1 0'-0" MAX
DIA 6" MIN
1 4 BOLT
#4 @ 16"oc EW

AT MID-DEPTH
#4 CONT
3" EMBED

AT ADHESIVE

ANCHOR,
SEE
10 S1.1
6"

ROUGHEN JT TO EXPOSE
AGGREGATE TO Ë"

AMPLITUDE
KEY FROM BEVELED 2x8

DO NOT LOCATE WITHIN
48" OF HOLDOWN OR COL

REINF CONT THRU

OR LAP PER
NOTE:

LOCATION OF JOINTS TO BE SUBMITTED TO

ARCHITECT/ENGINEER FOR REVIEW PRIOR

TO PLACEMENT OF CONCRETE
1 S1.1
4"
5Ï"
4Ë"
6Ï"
6"
9Ï"
ANCHOR
& PILOT

HOLE DIA
4"
MIN

NOMINAL
EMBED
2Ó"
3Í"
Ï"
2Í"
Ó"
Ñ"
4É"
4"
5Ï"
6"10"
5"
6"
8Ï" 4"
8" 5"
5" 5Ï"
HÜÛõ

MIN EDGE

DISTANCE
CõÙÜ
MIN
SPCG
SõÙÜ HõÙÜ

INSTALL
& TEST
TORQUE
(FT-LB)
40 60
110
Ï"
Ó"
Ñ" 3Ë"
ANCHOR
TYPE

SIMPSON

STRONG-BOLT
2 (ICC-ESR 3037)
HILTI KB1
(IAPMO-ER 678)
CARBON STEEL EXPANSION ANCHORS IN 2500 PSI MIN CONC

ANCHOR PER PLAN & DETAILS

EDGE OF CONC

AS OCCURS
8"1Õ" 8" 3Í" 20Í"
NOTES:

1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS.

2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.

3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.

4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT

ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH,

CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER,

HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE.

MIN CONC

THICKNESS
6"1Õ"Í"
3Ë"3"
8"1" 5Ë" 9"8" 230
150
90 60
30 HÜÛõ

PILOT HOLE
D

EPTH PER MFR
CõÙÜ SõÙÜ
BASE £

TOP OF CONC
HõÙÜ
AT FIXTURES È"ø OVS HOLE TYP
EXCEPT É"ø OVS AT Ó"ø AND 1"ø
SIMPSON STRONG-BOLT 2
2Ó"
4"
6"
4"
6Ï"
5"4"
2Ó"
3Í"
Ï"
2Ï"
Ó"
Ñ"
4É"
4Ï"
5Ï"
6Ó"6Ï"
8"
8"
5Ï" 4"
7" 5"
11" 5Ï"
40 60
125
Ï"
Ó"
Ñ" 3Ë"

SIMPSON

STRONG-BOLT
2 (ICC-ESR 3037)
HILTI KB-TZ2
(ICC-ESR 4266)
STAINLESS STL EXPANSION ANCHORS IN 2500 PSI MIN CONC
5"1Õ" 8" 3Ë" 30Í"
6"1Õ"Í" 3Ë"10"
150
80 65
30 1Ó"
1Ó"
1Ó"
THRD
ROD

ANCHOR MIN
EMBED
UNO
4"
5"
-
Ó"ø
-
6" 3"
3"
3"
Hóô

MIN EDGE

DISTANCE
CõÙÜ
MIN
SPCG
SõÙÜ

MIN CONC
DEPTH
HõÙÜ

ADHESIVE
TYPE

SIMPSON
SET-3G
(ICC-ESR
4057)
ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE
NOTES:

Hóô
CõÙÜ SõÙÜ

ANCHOR PER

PLAN & DETAILS

EDGE OF CONC AS OCCURS

1. 2.

3. 4.

REBAR
#4
#6
#5
1Ó"Õ"ø 7" 3"#7
1Ó"1"ø 8" 3"#8

INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT.

CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR.

HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING

CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED-IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT.

SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS. THE SPECIAL INSPECTOR SHALL PERFORM
PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE

SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE

CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE

STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESIVE INJECTION. 2Ó"
1Ë"ø 10" 6"#10
1Ó" 3" - Hef + 1Ë"3" #3
PILOT
HOLE
Ï"ø
1Í"ø
Ñ"ø
Ó"ø
Õ"ø
1"ø
1É"ø
TOP OF
CONC
6"
4" 2Ï"
3É"
3Ó"

HILTI HIT-HY
200R V3
(ICC-ESR
4868)
N/A
Ó"ø
Ñ"ø 5"
1Ó" 3" 1Õ"Í"ø
#4
#6
#5
N/A
7" 4Í"Õ"ø #7
Î"ø
Ñ"ø
Ó"ø
Õ"ø
1"ø
1Ó"
1Ó"
1Ó"
1Ó"
8" 5"1"ø #8
9" 5Ñ"N/A #9
10" 6Ë"1Ë"ø N/A
1Í"ø
1É"ø
1Í"ø
1Ó"
1Ó"
1Ó"
10" 6Ë"#10 1Ï"ø 1Ó"N/A
4" 2Ï"Ï"ø N/A Ð"ø 1Ó"
1Ó"3" 1Õ"N/A #3 Ï"ø
H
ef + 1Ë"
Hef + 1Ï"
Hef + 1Ó"
Hef + 2"
Hef + 2Ë"
Hef + 2Ó"
Hef + 1Ë"
Hef + 1Ï"
Hef + 1Ó"
Hef + 2"
Hef + 2Ë"
Hef + 2Ó"
Hef + 3"
1Ó"
1Ó"4"
5"
Ï"ø
Ñ"ø 3"
3"-
-
1Ó" 3" Í"ø 3"- Î"ø
Ð"ø
Ò"ø
Hef + 1Ë"
Hef + 1Ë"
Hef + 1Í"
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2025
SHEET
DATE:

SHEET DESCRIPTION

PROJECT

THIS DOCUMENT AND THE IDEAS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS

NOT TO BE USED, IN WHOLE OR IN PART FOR ANY

OTHER PROJECT WITHOUT THE PRIOR WRITTEN
AUTHORIZATION OF THE ENGINEER.

PM:

ENGR:
9/9/2025 8:06:14 AM

TYPICAL

CONCRETE

DETAILS
S1.1
SEPT 9, 2025 2450 MEADOWVIEW RD,
SACRAMENTO, CA 95832
2450 MEADOWVIEW

GENERATOR
25312

PERMIT SET
JP
DJN
3/4" = 1'-0"1 TYPICAL REINFORCING DETAILS (f'c = 2500psi MIN) 3/4" = 1'-0"2 PIPES THRU FOOTING
3/4" = 1'-0"3 FOUNDATION BLOCKOUT
3/4" = 1'-0"4 SLAB ON GRADE JOINTS
3/4" = 1'-0"5 CONDUIT & PIPE AT SLAB ON GRADE
3/4" = 1'-0"6 TYPICAL CORNER, INTERSECTION AND END REINFORCING 3/4" = 1'-0"7 TYPICAL HOUSEKEEPING PAD AT SLAB ON GRADE 3/4" = 1'-0"8 FOOTING CONSTRUCTION JOINT
3/4" = 1'-0"9 EXPANSION ANCHOR IN CONCRETE
Revision Schedule
#
Revision Description Date
3/4" = 1'-0"10 ADHESIVE ANCHOR IN CONCRETE
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
RR

EENIGNE

LANOISSEFORPDERETSIGE

S ATATE OF CA LI FORNI
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Sep 17, 2025

STRUCTURAL

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

FOUNDATION PLAN NOTES: PLAN LEGEND

SYMBOL REFERENCE

DETAIL DESCRIPTION

INDICATES APPROXIMATE LOCATION, SIZE AND
MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE

ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.

INDICATES STEP IN ELEVATION
5/S1.1

1. REFER TO SHEETS S0.1 AND S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS.

THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAILS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED.

2. COORDINATE ALL DIMENSIONS WITH ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.

3. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO VERTICAL OR HORIZONTAL

PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY

STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS.

PIPES AT SLAB ON GRADE SHALL BE PER .

MU
1,000#

GENERATOR
16,200 #
ATS
1,300 #
2 S2.1
___________ TYP AT

FENCE POST

GENERATOR
PER
3 S2.1

SLAB ON GRADE PER ,

SLOPE AS REQD FOR

DRAINAGE
C
S0.1
1 S2.1
___________
TYP
MSB
3,900 #
MSB PER 5
S2.1
ATS PER 6
S2.1
(E) EXT SLAB OR

ASPHALT PAVING
AS OCCURS # 4 CONT
18" MIN
3" CLR
# 4x DOWELS @ 16"oc
24"

SLAB & REINF PER PLAN
LAP
8" MIN
12" TYP

GENERATOR WITH

INTEGRAL FUEL TANK,

SEE VENDOR DRAWINGS
GENERATOR PAD W/ # 4
@ 12"oc MAX EW T&B
12" MIN
TYP
3" CLR
CLR
1 1/2"

EXPANSION JOINT WITH

JOINT FILLER ALL AROUND

ANCHOR PER PLAN

CONC SOG &

REINF PER PLAN
EQ E Q
±45"

SIDE ELEVATION FRONT ELEVATION
EQ EQ
EQUIP
PAD
TYP
1 2" MIN,
CONC
SLAB

COG COG
PLAN
± 15'-6"
± 5'-6"

REFER TO VENDOR DRAWINGS FOR ANCHOR

LOCATIONS AND INFORMATION NOT SHOWN
HERE. PROVIDE Ñ"ø SS EXPANSION
ANCHORS AT LOCATIONS 1 THRU 10 PER
1 2 3 4 5
6 7 8 9 10
4 S2.1
___________
TYP
9 S1.1
A
A
1 1/2" TYP
BASE £Óx9 SQ W/ (4)
Ï"ø SS EXPANSION
ANCHOR W/ HNOM = 3Õ"

FOR INFORMATION

NOT NOTED SEE
1 S2.1
6" MIN

CHAIN LINK FENCE BY OTHERS,
PROVIDE MIN PIPE 2ÏSTD
POSTS @ 8'-0"oc MAX
Ê
6'-0" MAX
1 REFER TO VENDOR DRAWINGS FOR ANCHOR

LOCATIONS AND INFORMATION NOT SHOWN
HERE. PROVIDE Ñ"ø SS EXPANSION ANCHORS
AT ALL HOLES, (4) PER SECTION, (16) TOTAL
PER
MSB BASE OUTLINE, 3,900#

MAX OPERATING WEIGHT
± 39"
± 150"
PLAN 9
S1.1 ± 90 1/2"
± 36"

ELEVATION
HOUSE

KEEPING PAD
TYP
5 " MIN

CONC SLAB

PER PLAN

REFER TO VENDOR DRAWINGS FOR ANCHOR

LOCATIONS AND INFORMATION NOT SHOWN
HERE. PROVIDE Ï"ø SS EXPANSION ANCHORS
AT ALL HOLES, (4) TOTAL PER
ATS BASE OUTLINE, 1,300#

MAX OPERATING WEIGHT
± 41"
PLAN
± 33"
9 S1.1
± 95 5/8"
± 41"

ELEVATION
HOUSE

KEEPING PAD
TYP
6 1/2" MIN

CONC SLAB

PER PLAN
601 university avenue | suite 185
sacramento ca 95825
zfa job no.
zfa.com
916.924.7024
copyright © 2025
SHEET
DATE:

SHEET DESCRIPTION

PROJECT

THIS DOCUMENT AND THE IDEAS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL

SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS

NOT TO BE USED, IN WHOLE OR IN PART FOR ANY

OTHER PROJECT WITHOUT THE PRIOR WRITTEN
AUTHORIZATION OF THE ENGINEER.

PM:

ENGR:
9/9/2025 8:06:15 AM

FOUNDATION

PLAN AND

DETAILS
S2.1
SEPT 9, 2025 2450 MEADOWVIEW RD,
SACRAMENTO, CA 95832
2450 MEADOWVIEW

GENERATOR
25312

PERMIT SET
JP
DJN
NORTH
1/4" = 1'-0"

FOUNDATION PLAN
3/4" = 1'-0"1 THICKENED SLAB EDGE
3/4" = 1'-0"4 EQUIPMENT ANCHORAGE AT ISOLATED PAD
1/4" = 1'-0"3 GENERATOR ANCHORAGE
Revision Schedule
#
Revision Description Date
1 PLAN CHECK 1 9/9/2025
3/4" = 1'-0"2 FENCE POST ANCHORAGE
3/8" = 1'-0"5 MSB ANCHORAGE PLAN
3/8" = 1'-0"6 ATS ANCHORAGE PLAN
MICKEY C.

KELLOGG
No. 5851

STRUCTURAL
RR

EENIGNE

LANOISSEFORPDERETSIGE

S ATATE OF CA LI FORNI
COM-2517107
2450 MEADOWVIEW RD

JOBCOPY

By:

City of Sacramento Plan Review

APPROVED
Vincent Wang
on Sep 17, 2025

STRUCTURAL

By:

ISSUED BY

Community Development Department
Saul Moran
on Sep 24, 2025

This set of plans and specifications must be
kept on the job at all times and it is unlawful to
make any changes or alterations from the
same without written permission from the
Building Inspection Division.

The approval of this plan and specification
SHALL NOT be held to permit or approve the
violation of any City Ordinance or State Law.

Recycling & Solid Waste | 2812 Meadowview Road, Building 1 | Sacramento, CA 95832 | 916-808-0965 | www.sacrecycle.org Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Recycling & Solid Waste
Phone: (916) 808-0965 / Fax: (916) 808-4999
C&[email protected]
Building
Permit
Numbers Please include all known permit numbers related to this project.

Form submitted
by: Please attach a business card or include your name with a phone number and/or an email address.

Building Project Information:

Briefly describe the project:

Materials Required to be Recycled
65% of all debris must be recycled if generated during the course of your project. Failure to meet the 65% diversion rate may result in a fine being imposed. You can either source-separate them, which may be hauled by anyone, or mix them in one container and send themixed C&D debris load to a Certified Mixed C&D Sorting Facility. Mixed C&D loads can only be hauled by a franchised hauler or self-hauled. Please see the Definitions section, on the next page, for more information.

Material Management
How the C&D debris will be stored on the project site: Mixed C&D Source-Separated Company to haul away debris:

Facilities to receive debris:

Office Use Only: Approved by: On date:

Fee amount: $
65%
of all debris
must be recycled
Waste Log and tickets must be submitted within 30 days of permit being finaled.

Job Address:

Contractor: Phone:

Address: Email:

Owner: Phone:

Address: Email:

This Waste Management Plan (WMP) must be submitted and approved before your building permit(s) will be issued. Only one WMP is required if a project has multiple building permits associated to it (i.e., multiple houses in a subdivision, or multiple related permits at one address). The Administration fee is 0.04% of the job valuation (min $40, max $800). If applicable, a security deposit of 1% of the job valuation (max $10,000) will be required. The accompanying Waste Log must be submitted within 30 days of final inspection (or permit expiration) of the project, or a fine may be imposed. Approval may also be delayed if the Waste Log from a previous project is due.

9/15/2025
120.00
Zane Jackson (916) 808-8423 [email protected] COM-2517107
2450 Meadowview Rd
N/a contractor has not been chosen
Zane Jackson 916-808-8423
5730 24th St Building #4, Sacramento, 95822 [email protected] Project scope includes installing new concrete slab to housekeep new generator and electrical service equipment and to re-feed existing electrical service equipment from the new main switchboard.

Greenwaste of Sacramento (or compliant hauler as selected by GC) Florin-Perkins Public Disposal - 4201 Florin Perkins Rd (marked "stamp as sorted") Recycling & Solid Waste | 2812 Meadowview Road, Building 1 | Sacramento, CA 95832 | 916-808-0965 | www.sacrecycle.org Construction & Demolition
Waste Management Plan
C&D Debris Waste Management Plan
City of Sacramento Recycling & Solid Waste
Phone: (916) 808-0965 / Fax: (916) 808-4999
C&[email protected]
Definitions
Please read and understand these terms. Call Recycling & Solid Waste (RSW) at (916) 808-0965 if these terms are not clear to you. More information is also available online at http://www.cityofsacramento.org/public-works/RSW/Collection- Services/Recycling/Construction-and-Demolition.

1. Self-haul or self-hauling: This is when the permit holder, general contractor, or a subcontractorwho is doing work on the project hauls their own waste materials for recycling or disposal. Note that a jobsite cleanup crew is not doing other work on the project and is not self-hauling. Jobsite cleanup crews must be franchised in order to haul mixed C&D debris and garbage away.
 Franchised hauler: See a list provided atKWWSV
ZZZFLW\RIVDFUDPHQWRRUJ3XEOLF:RUNV56:&ROOHFWLRQ6HUYLFHV &RPPHUFLDO6HUYLFHV&ROOHFWLRQ6HUYLFHV These companies are the only companies in Sacramento who can legally collect and haul mixed C&D debris and garbage.
 Source separation: This is achieving compliance with the recycling requirement by keeping wood, metal, cardboard, or other recyclables in separate containers. Source-separated material may be hauled by anyone to a permitted recycling facility for diversion.
 Mixed C&D debris: This is achieving compliance with the recycling requirement by putting all recyclable debris into one container. Mixed material must be sent to a certified mixed C&D sorting facility to have the recyclable material extracted and recovered. Tickets must be stamped showing the mixed material was sorted. Mixed material also must be either self-hauled, or hauled by a franchised hauler. If your jobsite is crowded, this option saves the most space.  Certified Mixed C&D Sorting Facility: See list at https://wmr.saccounty.gov/Pages/CDDebrisSortingFacilities.aspx.

These facilities have been certified by the County of Sacramento to extract recyclable materials from mixed C&D debris. If you achieve compliance by mixed recovery, your debris must go to a certified mixed sorting facility.

Terms and Conditions
x Your approved Waste Management Plan and Waste Log must be kept on the job site in the permit folder for the duration of the project.
x City of Sacramento staff may enter the jobsite to inspect waste collection areas. x Only County of Sacramento-Certified Mixed C&D Sorting Facilities may be used to recycle these materials if mixed with other materials.
x Only Haulers franchised by the City of Sacramento or self-haulers (as defined above) may collect and transport trash or mixed C&Dmaterial from the jobsite.
x Construction and Demolition Debris may not be burned or dumped illegally. x Your Waste Log must be completed and submitted within 30 days of your permit being finaled or expired. All waste hauling and disposal or recycling activity must be entered on the Waste Log, including information from any subcontractors who self-hauled their own debris off-site.Enter your Permit Number on your Waste Log now! x Your Waste Log must demonstrate that the 65% diversion rate has been met. x You must keep all receipts or weight-tickets from your project for a period of one year from the submittal of your waste log.

Failure to comply with these terms and conditions may result in a fine and a security deposit on future projects.

COM-2517107
Address:

Site Location:

Permit #:

Parcel #:

DBA:
05300100430000
Job Description: EPC - CITY PROJECT - CITY FACILITIES INSPECTED - SCOPE OF WORK INCLUDES INSTALLING (1) NEW 2000 AMP ELECTRICAL SERVICE SWITCHBOARD, AND A 300KW STANDBY GENERATOR FOR SAM & BONNIE PANNELL COMMUNITY CENTER. THE EXISTING SWITCHBOARD WILL BE FED BY THE NEW SERVICE SWITCHBOARD.

City Facility Project - Pannell Community Center Standby Generator Inspection Fee: $400.00
Job Value: $300,000.00
FIRE:

FIRE INSPECTION REQUESTS:
- If you experience difficulty, please email [email protected] or Call (916) 808-5558. 916-808-7622 or https://aca-prod.accela.com/SACRAMENTO

CITY OF SACRAMENTO

FIRE DEPARTMENT

X CODE INSPECTION DATE INSPECTOR INSPECTORDATEINSPECTIONCODEX 100
101
102
103
106
107
202
203
204
205
207
301
302
304

FIRE ALARM

BATTERY TEST

SPRNKLR MONITOR

O/H VISUAL

O/H HYDRO

UG FLUSH

FIRE PUMP

PRE-ACTION

STANDPIPE
DELUGE

EXTINGUISHERS
FM-200
C02 SYSTEM

DRY CHEM SYSTEM
APPROVED FOR TCO AS INDICATED BELOW (PENDING AUTHORIZATION BY ALL DISCIPLINES):

FIRE FINAL194 CALL#

STOCKING TRAINING OCCUPANCY
305
307
309
310
311
400
401
402
500
501
600
601
602
701
104
105 UG VISUAL

UG HYDRO
702
900

WET CHEM SYSTM

SPRAY BOOTH

MED GAS

SMOKE REMOVAL

KITCHEN HOOD

RACKING

PROPANE RACKS

HIGH PLD STORAG

CELL TOWER

PHOTOVOLTAIC

TANK INSTALL

FLAMM LIQUIDS

HAZ-MAT
KNOX

GATES/ACCESS
OTHER
IMPORTANT REMINDERS:

SHALL NOT OCCUPY UNTIL ALL REQUIRED INSPECTIONS HAVE BEEN APPROVED AND TCO/CofO HAS BEEN ISSUED BY THE BUILDING

OFFICIAL

SHALL NOT COVER WALLS/CEILINGS/UNDERGROUND PIPING UNTIL ITEM IS INSPECTED AND APPROVED

SHALL HAVE AN ALL-WEATHER ACCESS ROADWAY AND OPERATING FIRE HYDRANTS PRIOR TO ANY COMBUSTIBLE STORAGE OR

CONSTRUCTION
THIS PERMIT SHALL EXPIRE IF AN INSPECTION IS NOT COMPLETED WITHIN 180 DAYS OF ISSUANCE 300 HALON SYSTEM
306 FOAM SYSTEM
2450 MEADOWVIEW RD

CITY OF SACRAMENTO

COMMUNITY DEVELOPMENT DEPARTMENT
Valuation:22450 MEADOWVIEW RD Insp Area:Address: $300,000.00 $4,145.73Fees:337E3Thomas Bros:Site Location:

Parcel #: 05300100430000
DBA: City Facility Project - Pannell Community Center Standby Generator INSPECTIONS:COM-2517107Permit #: 916-808-7622 or https://goo.gl/rhHuin Job Description: EPC - CITY PROJECT - CITY FACILITIES INSPECTED - SCOPE OF WORK INCLUDES INSTALLING (1) NEW 2000 AMP ELECTRICAL SERVICE SWITCHBOARD, AND A 300KW STANDBY GENERATOR FOR SAM & BONNIE PANNELL COMMUNITY CENTER. THE EXISTING SWITCHBOARD WILL BE FED BY THE NEW SERVICE SWITCHBOARD.

BLDG: MECH: PLBG: ELEC: PLANNING:FIRE:Y Y
Permits are not transferable: No person to whom a permit has been issued shall transfer, assign, or convey such permit to another person for the purpose of completing the work for which the permit was issued. When the permittee to whom the permit has been issued no longer has a vested interest in the project or is no longer responsible for the project or work covered by the permit, the permit shall automatically become null and void.

THIS PERMIT SHALL EXPIRE BY LIMITATION IF WORK AUTHORIZED IS NOT COMMENCED WITHIN 365 DAYS.

Expiration of permits : Every permit issued by the Chief Building Official under the provision of this code shall expire and become null and void if construction or work authorized by such permit is not commenced within 365 days after the permit is issued, or is suspended or abandoned for a period of 180 days. Any holder of an unexpired building permit may, in writing apply for a one -time permit extension. This written appeal for an extension must provide satisfactory reasons beyond the control of the permit holder which prevented inspectable construction activity from occurring. 185 days after a permit has been issued productive inspection results will extend a permit for an additional 180 days. Productive inspection activity is solely indicated by scheduled and completed building inspections. Lock-outs, informational visits, cancellations, and visits revealing no appreciable progress are not productive inspections, and will not extend the permit expiration date.

Permit #: COM-2517107 Address: 2450 MEADOWVIEW
RD

Construction & Demolition
Waste Log

C&D Debris Waste Management Plan
City of Sacramento Recycling and Solid Waste
Phone: (916) 808-0965 / Fax: (916) 808-4999
C&[email protected]

Building Permit Numbers:

Please include all known permit numbers related to this project.

Form submitted by: ____________________________________________________________________________________________ Please attach a business card or include your name with a phone number and/or an e-mail address.

This Waste Log must be submitted to Recycling & Solid Waste within 30 days of the building permit being finaled (or expired). This Waste Log, and the supporting weight tickets, must also be kept on file for one year after project completion. The Waste Log must show that the 65% diversion rate was achieved. Fines may be issued for failure to meet the 65% diversion rate, submitting a late Waste Log, or failure to submit a Waste Log. Additionally, failure to submit a Waste Log may delay the approval of a future Waste Management Plan.

Date Hauler Material Destination Weight*

Hauler: Indicate the Franchisee, Self-Hauler or other hauler who removed the material offsite.

Material: Indicate appropriate category: Scrap Metal, Inert Materials, Cardboard, Wooden Pallets, or Clean Wood Waste.

Destination: Indicate the facility that received the material for disposal or recycling. * Weight: Indicate the weight. If weight is not known, put volume. Example: “3.2 tons” – or – “10 yards”

Office Use Only: Received by: On date:

Total Diversion: %

Recycling & Solid Waste | 2812 Meadowview Road, Building 1 | Sacramento, CA 95832 | 916-808-0965 | www.sacrecycle.org