Beaumont City Council
August 19, 2025

City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
b. Provide insurance coverage on completed value form, all-risk or special causes of loss coverage.
1) Insurance policies shall be so conditioned as to cover the performance of any extra work performed under the Contract.
2) Coverage shall include all materials stored on site and in transit. 3) Coverage shall include Contractor's tools and equipment. 4) Insurance shall include boiler, machinery and material hoist coverage. c. Such insurance shall comply with the provisions of the Contract Documents.

GC42. FORM AND PROOF OF CARRIAGE OF INSURANCE
a. Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by the City Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A:VIII. Insurance deductibles or self -insured retentions must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from the City. At the election of the City the Contractor shall either 1) reduce or eliminate such deductibles or self - insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses. b. Contractor shall cause its insurance carrier(s) to furnish the City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by the City Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. The City, its Director's and officers, employees, agents or representatives are named as Additional Insureds and Provide a Waiver of Subrogation in favor of those parties. Further, said Certificates(s) and policies of insurance shall contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or cancellation of coverage, the City may terminate or Stop Work pursuant to the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under this Agreement

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
until the City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf. c. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and the City's insurance and/or deductibles and/or self - insured retentions or self -insured programs shall not be construed as contributory. d. The City reserves the right to adjust the monetary limits of insurance coverage's during the term of this Contract including any extension thereof -if in the City's reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.
e. Contractor shall pass down the insurance obligations contained herein to all tiers of sub -contractors working under this Contract.

GC43. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Work shall be commenced within ten (10) days of the date stated in the City's Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City's receipt or acceptance of the Contractor's proposed earlier completion date. Furthermore, Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If The Work is not completed as stated in the Contract Documents, it is understood that the City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of $2,000 for each day of delay until The Work is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages. b. Inclement Weather. Contractor shall abide the Engineer's determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify the City in writing of causes of delay. The City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.
d. No Damages for Reasonable Delay. The City's liability to the Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

GC44. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by the City:
a. Within ten (10) days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
b. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for the City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.
c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
d. Following the City's Acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request.
e. The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

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General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
The Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

GC45. MOBILIZATION
a. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate ("Initial Mobilization"). When no bid item is provided for "Initial Mobilization," payment for such costs will be deemed to be included in the other items of The Work. The bid amount for Mobilization shall not exceed 5% of the contract amount.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:

1. Obtaining and paying for all bonds, insurance, and permits.

2. Moving on to the Project site of all Contractor's plant and equipment required for first month's operations.

3. Installing temporary construction power, wiring, and lighting facilities.

4. Establishing fire protection system.

5. Developing and installing a construction water supply.

6. Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.

7. Providing on -site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.

8. Providing on -site sanitary facilities and potable water facilities as specified per Cal -OSHA and these Contract Documents.

9. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer's specified storage requirements, and the specific provisions

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General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.

10. Arranging for and erection of Contractor's work and storage yard, including required project signage.

11. Posting all OSHA required notices and establishment of safety programs per Cal -OSHA.

12. Full-time presence of the Contractor's superintendent at the job site as required herein.

13. Submittal of Construction Schedule as required by the Contract Documents.

GC46. PAYMENTS
a. The City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments. b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work, if unencumbered, shall be paid no later than thirty-five (35) days after the date of recordation of the Notice of Completion. d. Acceptance by the Contractor of the final payment shall constitute a waiver of all claims against the City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor's conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the City, the Contractor shall submit a final waiver of lien for the Contractor's work, together with releases of lien from any subcontractor or materialmen.

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
GC47. PAYMENTS WITHHELD AND BACKCHARGES
In addition to amounts which the City may retain under other provisions of the Contract Documents the City may withhold payments due to the Contractor as may be necessary to cover:
a. Stop Notice Claims.
b. Defective work not remedied.
c. Failure of Contractor to make proper payments to its subcontractors or suppliers. d. Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
e. Damage to another contractor or third party.
f. Amounts which may be due to the City for claims against Contractor. g. Failure of the Contractor to keep the record ("as -built") drawings up to date. h. Failure to provide updates on the construction schedule.

Site clean up.
j. Failure of the Contractor to comply with requirements of the Contract Documents. k. Liquated damages.

Legally permitted penalties.

Upon completion of the Contract, the City will reduce the final Contract amount to reflect costs charged to the Contractor, backcharges or payments withheld pursuant to the Contract Documents.

GC48. CHANGES AND EXTRA WORK
a. Change Order Work.
1) The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Documents. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order.
2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written contract change order has been issued or a timely written notice of claim has been made by the Contractor. The Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless the City requests that proposals be submitted in less than seven (7) Days. 4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.
5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and the City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by the City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), the City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with the City's estimate of cost. If the change is issued based on the City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that the City's estimate was in error.

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
8) Estimates for lump sum quotations and accounting for cost -plus -percentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:
(a) Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery. Materials cost shall be based upon supplier or manufacturer's invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion.
(c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less.

Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, at the time the work is performed.
(d) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
"Net Cost" is defined as consisting of costs of labor,
materials and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond
premium will be reimbursed to the Contractor and
subcontractors at cost only, without mark-up.
ii . For Work performed by the Contractor's forces the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work.

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City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work to which the Contractor may add five (5%) percent of the subcontractor's Net Cost.
iv. For Work performed by a sub -subcontractor the added cost for overhead and profit shall not exceed fifteen (15 %) percent of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five (5 %) percent of the Net Cost of the lower tier subcontractor. iv. No additional mark up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five
(25%) percent of the Net Cost as defined herein.
9) For added or deducted Work by subcontractors, the Contractor shall furnish to the City the subcontractor's signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub -subcontractors. 10) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier. 11) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 12) The Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City's change order form in an attempt to reserve additional rights. 13) If the City disagrees with the proposal submitted by the Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with the City, a change order will be issued by the City. If no agreement can be reached, the City

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CIP P-04
Sports Park Field Lighting
and Expansion Project
shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to the City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.
14) No dispute, disagreement or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously.
15) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor's surety or sureties.

GC49. OCCUPANCY
The City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

GC50. INDEMNIFICATION
Contractor shall defend (with counsel of City's choosing), indemnify and hold the City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorney's fees and other related costs and expenses. The Contractor shall defend, at the Contractor's own cost, expense, and risk, with counsel of the City's choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against the City, its officials, officers, agents, employees and representatives. To the extent of its liability, the Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City, its officials, officers, employees, agents, employees, and representatives, in any such suit, action or other legal proceeding. The Contractor shall reimburse the City, its officials, officers, agents, employees, and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.

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GC51. RECORD ("AS BUILT") DRAWINGS
CIP P-04
Sports Park Field Lighting
and Expansion Project
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as "as-builts") and shall require each trade to prepare its own as-builts.

The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas, and plumbing. The Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. The Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, the Contractor must record a cross-reference at the corresponding location on the contract drawings. The Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date. The Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order numbers where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts. The suitability of the as-builts will be determined by the Engineer.

GC52. RESOLUTION OF CONSTRUCTION CLAIMS
a. In accordance with Public Contract Code Sections 20104 et seq. and other applicable law, public works claims of $375,000 or less which arise between the Contractor and the City shall be resolved under the following the statutory procedure unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq.
b. All Claims: All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the claimant for (1) a time extension, (2) payment of money or damages arising from work done by or on behalf of the claimant and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled, or (3) an amount the payment of which is disputed by the City. c. Claims Under $50,000. The City shall respond in writing to the claim within 45 days of receipt of the claim, or, the City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant.

The City's written response shall be submitted 15 days after receiving the

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CIP P-04
Sports Park Field Lighting
and Expansion Project
additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater. d. Claims over $50,000 but less than or equal to $375,000. The City shall respond in writing within 60 days of receipt, or, may request in writing within 30 days of receipt of the claim, any additional documents supporting the claim or relating to defenses or claims the City may have against the claimant. If additional information is needed thereafter, it shall be provided pursuant to mutual agreement between the City and the claimant. The City's response shall be submitted within 30 days after receipt of the further documents, or within the same period of time taken by the claimant to produce the additional information or documents, whichever is greater. The Contractor shall make these records and documents available at all reasonable times, without any direct charge. e. The Contractor will submit the claim justification in the following format:
1) Summary of claim merit and price, and Contract clause pursuant to which the claim is made.
2) List of documents relating to claim
(a) Specifications
(b) Drawings
(c) Clarifications (Requests for Information)
(d) Schedules
(e) Other
3) Chronology of events and correspondence
4) Analysis of claim merit
5) Analysis of claim cost
6) Analysis of time impact analysis in CPM format
7) Cover letter and certification of validity of the claim f. If the claimant disputes the City's response, or if the City fails to respond within the statutory time period(s), the claimant may so notify the City within 15 days of the receipt of the response or the failure to respond, and demand an informal

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g.

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
conference to meet and confer for settlement. Upon such demand, the City shall schedule a meet and confer conference within 30 Days.

If following the meet and confer conference, the claim or any portion thereof remains in dispute, the claimant may file a claim pursuant to Government Code 900 et seq. and Government Code 910 et seq. For purposes of those provisions, the time within which a claim must be filed shall be tolled from the time the claimant submits the written claim until the time the claim is denied, including any time utilized for the meet and confer conference.
h. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor.

GC53. CITY'S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause: The City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of the City; or (ix) should violate any of the provisions of the Contract Documents.

The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to the City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. The City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to the City for any excess costs or other damages incurred by the City to complete the Project. If the City takes over The Work, the City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site.

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Sports Park Field Lighting
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b. Termination For Convenience: The City may terminate performance of The Work in whole or, in part, if the City determines that a termination is in the City's interest.

The Contractor shall terminate all or any part of The Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination.

After receipt of Notice of Termination, and except as directed by the City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
1) Stop Work as specified in the Notice.
2) Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.
3) Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety. 4) Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to the City, within ten (10) Days from the effective date of the Notice of Termination, all of the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract Documents to incur, shall: (i) be submitted to and received by the City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by the City's Termination for Convenience."

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7) These provisions are in addition to and not in limitation of any other rights or remedies available to the City.
c. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the City or the Contract is terminated.

GC54. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier. b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.
c. The Contractor shall remedy at its expense any damage to City -owned or controlled real or personal property.
d. Contractor shall furnish the City with all warranty and guarantee documents prior to final Acceptance of the Project by the City.
e. The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the county shall have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor's expense.
f. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor's expense, and without prior notice, all Work necessary to correct such condition. g.

With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice;

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CIP P-04
Sports Park Field Lighting
and Expansion Project
2) Require all warranties to be executed, in writing, for the benefit of the City; and
3) Enforce all warranties for the benefit of the City, unless otherwise directed in writing by the City.

This Article shall not limit the City's rights under this Contract or with respect to latent defects, gross mistakes, or fraud. The City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.

GC55. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both the City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment. b. Contractor shall make available to the City any of the Contractor's other documents related to the Project immediately upon request of the City. c. In addition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of four (4) years after final payment.

GC56. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. The Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and the Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.

GC57. SEPARATE CONTRACTS
a. The City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.

GENERAL CONDITIONS
38

City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
b. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents. c. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.

Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.

GC58. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to the Contractor's principal place of business unless the Contractor designates another address in writing for service of notice. Notice to City shall be addressed to the City as designated in the Notice Inviting Bids unless the City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) days after being sent by first-class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

GC59. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, the City shall provide the Contractor with timely notification of the receipt of any third -party claim relating to the Contract.

GC60. STATE LICENSE BOARD NOTICE.

Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation.

Any questions concerning a contractor may be referred to the Registrar, Contractors' State License Board, P.O. Box 26000, Sacramento, California 95826.

GENERAL CONDITIONS
39

City of Beaumont
General Conditions
GC61. INTEGRATION

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the City and Contractor.

GC62. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of the City. Any assignment without the written consent of the City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

GC63. CHANGE IN NAME AND NATURE OF CONTRACTOR'S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor's legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract.

GC64. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this Contract or any subcontract.

This assignment shall be made and become effective at the time the City makes final payment to the Contractor, without further acknowledgment by the parties.

GC65. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of the City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

GENERAL CONDITIONS
40

City of Beaumont
General Conditions

BEAUMONT
GC66. LAWS AND REGULATIONS
CIP P-04
Sports Park Field Lighting
and Expansion Project
a. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act ("ADA") (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA laws, rules and regulations. Contractor shall comply with the Historic Building Code, including, but not limited to, as it relates to the ADA, whenever applicable.
c. Contractor acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

GC67. PATENT FEES OR ROYALTIES.

The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless the City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

GC68. OWNERSHIP OF DRAWING
All Contract Documents furnished by the City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to the City on request at completion of The Work.

GENERAL CONDITIONS
41

City of Beaumont
General Conditions

BEAUMONT
CIP P-04
Sports Park Field Lighting
and Expansion Project
GC69. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.

GENERAL CONDITIONS
42

SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS
DIVISION 1
01 10 00 SUMMARY OF WORK 01 10 00-1
01 31 00 PROJECT MANAGEMENT AND COORDINATION 01 31 00-1 01 31 30 SAFETY 01 31 30-1
01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00-1 01 33 00 CONTRACTOR SUBMITTALS 01 33 00-1
01 40 00 QUALITY REQUIREMENTS 01 40 00-1
01 41 20 PERMITS 01 41 20-1
01 42 00 ABBREVIATIONS AND REFERENCE STANDARDS 01 42 00-1 01 56 39 TEMPORARY TREE AND PLANT PROTECTION 01 56 39-1 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL 01 57 23-1 01 61 00 PRODUCT REQUIREMENTS 01 61 00-1
01 71 23 CONSTRUCTION STAKING AND SURVEY 01 71 23-1
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 74 19-1 01 77 00 CLOSEOUT PROCEDURES 01 77 00-1
01 78 23 OPERATIONS AND MAINTENANCE DATA 01 78 23-1
01 78 39 PROJECT RECORD DOCUMENTS 01 78 39-1
DIVISION 2
02 40 00 DEMOLITION 02 40 00-1
DIVISION 26
26 05 02 COMMON WORK RESULTS FOR ELECTRICAL 26 05 02-1
26 05 13 BASIC ELECTRICAL MATERIALS AND METHODS 26 05 13-1 26 05 19 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 19-1 26 05 27 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 27-1 26 05 30 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 30-1 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS . 26 05 33 -1 26 05 54 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 54-1 26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 26 05 73-1 26 08 10 TESTING OF ELECTRICAL SYSTEMS 26 08 10-1
26 09 23 LIGHTING CONTROL SYSTEMS 26 09 23-1
26 24 13 SWITCHBOARDS 26 24 13-1
26 24 16 PANELBOARDS SIGNAL TERMINAL CABINETS 26 24 16-1 26 27 26 WIRING DEVICES 26 27 26-1
26 28 23 CIRCUIT BREAKERS 26 28 23-1
26 50 10 SOLID STATE (LED) LIGHTING 26 05 19-1

DIVISION 31
31 11 00 CLEARING AND GRUBBING 31 11 00-1
31 23 00 EXCAVATION AND FILL 31 23 00-1
31 23 33 TRENCHING AND BACKFILL 31 23 33-1
DIVISION 32
32 12 00 ASPHALT CONCRETE PAVEMENT 32 12 00-1
32 13 13 CONCRETE FOR EXTERIOR IMPROVEMENTS 32 13 13-1
32 14 00 UNIT PAVING 32 14 00-1
32 14 44 DECOMPOSED GRANITE PAVING 32 14 44-1
32 17 23 PAVEMENT MARKINGS 32 17 23-1
32 17 26 TACTILE WARNING SURFACES 32 17 26-1
32 18 16 PLAYGROUND PROTECTIVE SURFACING 32 18 16-1
32 31 19 DECORATIVE METAL FENCES AND GATES 32 31 13-1
32 33 00 SITE FURNISHINGS 32 33 00-1
32 84 00 LANDSCAPE IRRIGATION 32 84 00-1
32 91 13 SOIL PREPARATION 32 93 13-1
32 91 14 BIORETENTION SOILS 32 93 14-1
32 92 00 TURF AND GRASSES 32 92 00-1
32 92 10 SYNTHETIC TURF 32 92 10-1
32 93 00 PLANTS 32 93 00-1
DIVISION 33
33 05 16 UTILITY STRUCTURES 33 05 16-1
33 10 00 WATER UTILITIES 33 10 00-1
33 30 00 SANITARY SEWAGE UTILITIES 33 30 00-1
33 40 00 STORM DRAINAGE UTILITIES 33 40 00-1
33 46 00 SUBDRAINAGE 33 46 00-1

SPORT PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
SECTION 01 10 00

SUMMARY OF WORK
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Construction Documents

4. Work Sequencing and Scheduling

5. Access to site.

6. Site Conditions.

7. Specification and drawing conventions.

1.2 PROJECT INFORMATION
A. Project Identification: City of Beaumont, Sports Park Field Lighting and Expansion Project

1. Project Location: 39200 Brookside Avenue; City of Beaumont, California B. Owner: City of Beaumont
C. Landscape Architect: Brightview Landscape, Jerico Farfan (949) 514-7906 D. Civil Engineer: KPFF, Grant Kai (949) 478-8805
E. Structural Engineer: KPFF, Rachel Goossens (949) 252-1022 F. Electrical Engineer: Candela, Don Didomizio (949) 201-1333 G. Geotechnical Engineer: NOVA Services, Inc., Paul Hyun Jim Kim (818) 808-6716 H. Irrigation Design: Arroyo Irrigation, Garry Collins (562) 773-272 I. Sports Lighting: Musco, Mike Higgins (714) 614-0863

1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The following list has been furnished for the convenience of the Contractor and shall not be considered as representing all Work required in the Contract Documents.

Contractor shall not take advantage of any errors or omissions in this listing and shall SUMMARY OF WORK 01 10 00 - 1

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CITY OF BEAUMONT
report any discrepancies or questionable items to the Engineer for clarification. The Work of the Project is defined by the Contract Documents and consists of, but not limited to, the following:

1. The mobilization of all equipment, labor, tools, and materials to and from the project site.

2. Demolition of existing site improvements, including concrete walkway and the grass field.

3. Protect -in -place irrigation control valve and box, and certain light poles, catch basins, concrete walkways, curb, curb ramps, signs, electrical boxes, pavement, fence, existing trees, culverts, wall, grass field, and landscaping.

4. Adjustment of site utilities, including water, sewer, and electrical.

5. Abandonment of the existing four -inch sewer lateral to the existing manhole; realignment of a new six-inch sewer lateral to the existing manhole with appropriate sewer cleanouts.

6. Installation of new sports lighting at designated locations.

7. Modification to the existing field conditions and/or detention basin for the installation of synthetic turf.

8. Installation of new headwalls and rip rap for drainage.

9. Installation of new irrigation utilizing the existing irrigation water service.

10. Planting new trees, shrubs, and turf -grasses.

11. Installation of new six-foot tubular steel fencing and gates.

12. Installation of new park appurtenances.

List above is intended to provide an overview of the major project components and does not include all work described in Contract Documents.

B. Type of Contract.

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

1.4 CONSTRUCTION DOCUMENTS
A. The Contractor may obtain copies of the construction documents as directed in the Instruction to Bidders, "Notice and Invitation to Bidders." Electronic copies of the existing force drawings are available in the appendices. Note that only limited "record drawings" or "as -constructed drawings" for previous construction projects are available and may not accurately reflect the as -constructed condition.

SUMMARY OF WORK 01 10 00 - 2

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CITY OF BEAUMONT

1.5 WORK SEQUENCE AND SCHEDULING
A. Title and headings to sections and paragraphs in these Specifications are introduced merely for convenience and shall not be taken as a correct or complete segregation of the several units of materials and labor. No responsibility, either direct or implied, will be assumed by the City for omissions or duplications by the Contractor or his Subcontractors due to real or alleged error in the arrangement of matters in the Contract Documents.

B. Contractor shall determine the sequence of work and coordinate the timing of the work to minimize disruption of on -site activities.

C. It is expected that the project for the Base Bid will consist of a single phase(s). Work on the project's initial phase shall commence simultaneously with the Notice to Proceed and be substantially complete and ready for full use, One Hundred and Forty (140) calendar days after the issue of Notice to Proceed.

D. Work Hours: Limit work to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except City Recognized Holidays, unless otherwise indicated and/or agreed with the Owner all in accordance with General Conditions, except for specifically scheduled night work.

1.6 ACCESS TO SITE
A. General: The park shall remain closed for the duration of the construction period and the Contractor shall have full access to park. Contractor's use of public right-of-way is limited to perform the proposed work or to retain other contractors for work on proposed facilities.

1.7 SITE CONDITIONS
A. The Contractor will be held to have carefully examined all of the various contract documents, as well as the existing grounds, including existing structures, and existing utilities, and other systems which may affect or be affected by the Work shown on the Drawings and specified, and to have made suitable allowance in his quotation for the conditions and limitations under which the Work is to be performed. No allowance will be made for additional cost to the Contractor resulting from his failure to fully acquaint himself with existing conditions, to compare same with the Contract Documents, and to notify the City, in writing, before submission of final bid quotation, of any errors, discrepancies, omissions, or conflicts in the Contract Documents.

B. See drawings for location of construction area. Limit access to site and use of site to these areas. Request exceptions 48 hours in advance and proceed only with permission of the City. Roads and driveways shall not be fully closed for any reason.

SUMMARY OF WORK 01 10 00 - 3

SPORT PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT

1.8 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.

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

B. General and Special Conditions: Requirements of General and Special conditions provided in Volume I of Contract Documents 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 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 01 10 00
SUMMARY OF WORK 01 10 00 - 4

SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
SECTION 01 31 30
SAFETY
PART 1 - GENERAL

1.1 SUMMARY
A. Contractor's safety program shall conform to the requirements specified in the General Conditions.

B. This specification provides general guidance for site safety and a site safety program.

1.2 DEFINITIONS
A. For the purposes of this Section, an "active construction area" is any area where construction activities are occurring or construction activities could be considered a potential hazard to people.

B. A "Designated Safety Officer" or "Safety Representative" for the purposes of this Contract, means anyone who is capable of identifying the existing and predictable hazards in the areas surrounding a construction project or those working conditions at a construction project that are unsanitary or dangerous to employees. A "Designated Safety Officer" has the authority to make prompt corrective measures to eliminate those hazards.

C. For the purposes of this Section, a "classified area" represents any area within the classified boundary or envelope of an active wastewater treatment process basin, channel, or other facility. A table summarizing the classified areas present within the boundaries and scope of this project is provided in paragraph 1.4 of this Section.

1.3 SUBMITTALS
A. Demonstrate compliance action with the stipulations of California Occupational Safety and Health Administration (CAL OSHA), Mine Safety and Health Administration (MSHA), and other applicable local, state, and federal safety requirements by submitting to Engineer a copy of all safety plans, programs, and permits. Such plans and programs shall include, but are not limited to:

1. Hazard Analysis Prior to Major Activities (job safety analysis, JSA).

2. Emergency Plan.

3. Rigging and Hoisting Plans.

4. Excavation and Trenching Plans.

5. Respiratory Protection Program.

6. Fire Protection Plan.

7. Confined Space Entry Program.

8. Explosives Handling and Storage.

9. Confined Space Entry Program.

10. Electrical Safety (drop cords, temporary power, GFCI's, etc.)

11. Lock Out/Tag Out.

12. Fall Protection.

13. Heavy Equipment Operations.

14. Burning and Welding Operations.

15. Training Plan.

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CITY OF BEAUMONT

16. Tunneling/Underground/Jacking/Boring Operations.

17. Project Site Rules and Regulations (hazard protection plan).

18. Material Handling (storage -disposal).

19. Fuel Storage and Refueling.

20. Hazard Communication/Right to Know.

21. Subcontractor Requirements.

22. Ventilation.

23. Personal Protective Equipment (hearing, eye, face).

24. Power Transmission/Distribution (temporary and/or permanent).

25. Crossing other utilities

26. Traffic Control.

27. Environmental Controls.

28. Safety Meetings.

29. Spill Control Plan.

30. First Aid Facilities.

B. Engineer's receipt of safety plans or programs will not relieve Contractor in any way from the full and complete responsibility for safety and training of its personnel, and the onsite personnel of Owner, Engineer, and other visitors to areas of active construction areas. On a daily basis, inform Engineer of changes to the boundaries of the active construction areas.

C. Be responsible for safety training all personnel who will have access to the active construction areas to meet state, federal, local and Contractor requirements. Maintain reasonable, regularly scheduled training sessions in mutually accessible facilities through entire Contract. Training costs for all personnel and visitors, except those costs associated with training personnel of Contractor, subcontractors, suppliers, and visitors will be considered incidental to other lump -sum portions of the Work and no additional compensation for such training will be provided.

D. Safety Program Requirements:

1. Safety Representative Requirements:
a. Assign a full-time Safety Representative.
b. The Safety Representative's duties and responsibilities will be hazard recognition, accidents prevention, new employee orientation (including subcontractors), and the maintaining and supervising of safety precautions and program. This person shall have no other duties. The Safety Representative or a qualified and approved deputy shall be onsite at all times while Work is ongoing.
c. Qualifications of the Safety Representative and assigned deputies shall be submitted to Engineer for review. Acceptance of their qualifications by Engineer is required prior to the start of any activity on the Project. The Safety Representative will, as a minimum, meet the requirements of regulations per the CAL OSHA Enforcement Branch Program.

2. Hazardous Substances:
a. Provide Engineer with a list of all hazardous substances anticipated to be brought on -site.
b. Maintain on site Material Safety Data Sheets (MSDS) prior to arrival of any hazardous substances on the Project.
c. Use storage area(s) as outlined in the spill control plan.

3. Job Safety Analysis (JSA):

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SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
a. Outline the sequence of the Work, equipment to be used, identify hazards that may exist or may be created and what procedures and/or safety equipment will be used to eliminate or reduce these hazards. A Scope of Work JSA shall be prepared and provided to the Engineer prior to the start of unusual, hazardous, or have risk potential activities on the Project. The name of the competent person assigned to this activity will be included on the JSA.
b. Complete a JSA for any activity, which may be of an unusual nature or involves unique hazards.

4. Reports
a. Provide to Engineer copies of Contractor's and subcontractor's:
1) First aid, recordable, lost time and near miss, monthly logs. 2) OSHA 200 injury log (annually).
3) Safety meeting reports and topics (weekly).
4) List of competent persons as required by OSHA and the Project Health and Safety Manual for each required task and their qualification as such.
5) Injury and accident reports will be submitted to Engineer within 24 hours of any incident. Immediate notification to Engineer of an accident is required. Full cooperation with Engineer in accident investigation is required.
b. Conduct weekly safety inspections. Corrective actions shall be taken within 24 hours to address all deficiencies identified during inspections.

Deficiency reports shall be prepared and submitted to Engineer within 48 hours indicating corrective actions taken. Failure to comply with required corrective measures identified in the safety inspection will result in the delayed signing of the monthly application for progress payment by Engineer.
c. Provide Engineer with a report of any periodic audit of Contractor's safety performance and/or records.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 01 31 30
SAFETY 01 31 30 - 3

SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
SECTION 01 33 00

CONTRACTOR SUBMITTALS
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. The Contractor shall coordinate the submittal requirements in this section with those given in the General and Special Conditions of Volume 1, "Bid and Contract Documents." Where discrepancies exist, the requirements of Volume 1 shall govern.

B. Related Requirements:

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

2. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance manuals.

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

1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Landscape Architect or Engineer's responsive action.

B. Informational Submittals: Written and graphic information and physical samples that do not require Landscape Architect or Engineer's responsive action. Submittals may be rejected for not complying with requirements.

1.3 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule 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 Landscape Architect or Engineer and additional time for handling and reviewing submittals required by those corrections.

B. Construction Schedule: Within fourteen (14) days after the date of Notice to Proceed, the Contractor shall submit a construction schedule providing the starting and completion dates of the various stages of the Work. The Contractor shall be prepared to discuss its construction schedule at the pre -construction conference.

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SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
C. Schedule of Values or lump sum price breakdown: Within fourteen (14) days after the date of Notice to Proceed, the Contractor shall submit a schedule of values or lump sum price breakdown for progress payment purposes.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Landscape Architect and Landscape Architect or Engineer's Digital Data Files:

Electronic copies of digital data files of the Contract Drawings will be provided by Landscape Architect for Contractor's use in preparing submittals.

1. Landscape Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings. a. Landscape Architect or Engineer makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.
b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Landscape Architect or Engineer.

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. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. The Landscape Architect or Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Landscape Architect or Engineer'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 ten calendar (10) days for initial review of each submittal.

Allow additional time if coordination with subsequent submittals is required.

Landscape Architect or Engineer 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 ten (10) days for review of each resubmittal.

4. Submittal Copies: Unless additional copies are required for final submittal, and unless Landscape Architect or Engineer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

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SPORTS PARK FIELD LIGHTING AND EXPANSION PROJECT

CITY OF BEAUMONT
D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

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.
a. File name shall use a sequential number, a decimal point, and two zeros indicating initial submittal, followed by an identifier or the name of the submittal (e.g., 001.00 — Name of Submittal). Resubmittals shall include a sequential number after the decimal point, followed by the identifier (e.g., 001.01 — Name of Submittal)

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Landscape Architect or Engineer.

4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:
a. Project name.
b. Date.
c. Name and address of Landscape Architect or Engineer. d. Name of Construction Manager.
e. Name of Contractor.
f. Name of firm or entity that prepared submittal.
g. Names of subcontractor, manufacturer, and supplier.
h. Category and type of submittal.
i. Submittal purpose and description.
j. Specification Section number and title.
k. Specification paragraph number or drawing designation and generic name for each of multiple items.

I. Drawing number and detail references, as appropriate. m. Location(s) where product is to be installed, as appropriate. n. Related physical samples submitted directly.
o. Indication of full or partial submittal.
p. Transmittal number.
q. Submittal and transmittal distribution record.
r. Other necessary identification.
s. Remarks.

5. Metadata: Include the following information as keywords in the electronic submittal file metadata:
a. Project name.
b. Number and title of appropriate Specification Section. c. Manufacturer name.
d. Product name.

E. Options: Identify options requiring selection by Landscape Architect or Engineer.

F. Deviations: Identify deviations from the Contract Documents on submittals.

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G. 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 Landscape Architect or Engineer's action stamp.

H. 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.

I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Landscape Architect or Engineer's action stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements:

1. Action Submittals: Submit one (1) electronic copy of each submittal unless otherwise indicated.

2. Informational Submittals: Submit one (1) electronic copy unless otherwise indicated.

3. Certificates and Certifications Submittals: Provide 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.
a. Provide a digital signature with digital certificate on electronically -submitted certificates and certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

B. 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 not suitable 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.

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e. Testing by recognized testing agency.
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 showing 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 or concurrent with Samples.

C. 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.

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 Landscape Architect or Engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.

3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.

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4. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity.

Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit two (2) full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Landscape Architect or Engineer will return submittal with options selected.

6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit two (2) sets of Samples. Landscape Architect or Engineer will retain one (1) Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record sample.
1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

E. 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. Submit product schedule in the following format:
a. Four (4) paper copies of product schedule or list unless otherwise indicated. Landscape Architect or Engineer will return three (3) copies.

F. Coordination Drawings Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination."
G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation."
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H. Test and Inspection Reports and Schedule of Tests and Inspections Submittals:

Comply with requirements specified in Section 014000 "Quality Requirements." I. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures."
J. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data."
K. 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 Landscape Architect or Engineers and owners, and other information specified.

L. 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.

M. 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.

N. 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.

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

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

Q. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

R. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

S. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

T. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000 "Quality Requirements."
U. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

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V. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

W. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

X. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

2.2 DELEGATED -DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Landscape Architect or Engineer.

B. Delegated -Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit three electronic copies of the certificate(s), signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW
A. Action 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 Landscape Architect or Engineer.

B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal CONTRACTOR SUBMITTALS 01 33 00 - 8

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has been reviewed, checked, and approved for compliance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed and certified.

3.2 LANDSCAPE ARCHITECT OR ENGINEER'S ACTION
A. General: Landscape Architect or Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: Landscape Architect or Engineer will review each submittal, make marks to indicate corrections or revisions required, and return it. Landscape Architect or Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action, as follows:

1. "NO EXCEPTIONS TAKEN" or "EXCEPTIONS AS NOTED" will require no formal revision and resubmission.

2. "REVISE AND RESUBMIT" or "REJECTED" will require the Contractor to revise said submittal and shall resubmit the required number of copies of said revised submittal to the Landscape Architect or Engineer.

C. Informational Submittals: Landscape Architect or Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Landscape Architect or Engineer will forward each submittal to appropriate party.

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

E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

F. Fabrication of an item shall commence only after the Landscape Architect or Engineer has reviewed the submittal and returned copies to the Contractor marked either "NO EXCEPTIONS TAKEN" or "EXCEPTIONS AS NOTED". Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis of claims for extra work.

END OF SECTION 01 33 00
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SECTION 01 40 00

QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.

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

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

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

1.2 DEFINITIONS
A. 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.

B. 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. Services do not include contract enforcement activities performed by Landscape Architect, Engineer, or Construction Manager.

C. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria.

D. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

E. Source Quality -Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill, factory, or shop.

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

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

Testing laboratory shall mean the same as testing agency.

H. 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, 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).

Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five (5) 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.

1.3 CONFLICTING REQUIREMENTS
A. Referenced Standards: If compliance with two or more standards is specified and the standards 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 Landscape Architect or Engineer for a decision before proceeding.

B. In instances where a conflict arises between standards and/or between the Technical Specifications and the Design Drawings, the more stringent standard or requirement shall govern at the discretion of Owner and Landscape Architect or Engineer.

C. 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 Landscape Architect or Engineer for a decision before proceeding.

1.4 INFORMATIONAL SUBMITTALS
A. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

1.5 REPORTS AND DOCUMENTS
A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

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4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and testing and inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and re -inspecting.

B. Manufacturer's Field Reports: Prepare written information documenting tests and inspections specified in other Sections. Include the following:

1. Name, address, and telephone number of representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

4. Results of operational and other tests and a statement of whether observed performance complies with requirements.

5. Other required items indicated in individual Specification Sections.

C. Permits, Licenses, and Certificates: For Owner's records, 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.

1.6 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.

C. Fabricator Qualifications: A firm experienced 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, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing QUALITY REQUIREMENTS 01 40 00 - 3

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engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project.

F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations.

Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirements of authorities having jurisdiction shall supersede requirements for specialists.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program.

H. Manufacturer's 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.

I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following:

1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.
c. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. d. When testing is complete, remove test specimens, assemblies, and mockups, and laboratory mockups; do not reuse products on Project.

2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality -assurance service to Landscape Architect or Engineer, through Construction Manager, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

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1.7 QUALITY CONTROL
A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

It is the Contractor's responsibility to schedule the testing provided by such agencies.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

2. Costs for retesting and re -inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor.

B. Owner will engage a qualified testing agency to perform following services:

1. Soil Density Testing

2. Cast -in -Place concrete testing

3. Special Inspections
C. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality -control activities required to verify that the Work complies with requirements, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

2. Notify testing agencies at least twenty-four (24) hours in advance of time when Work that requires testing or inspecting will be performed.

3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service.

4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

D. Manufacturer's Field Services: Where indicated, engage a manufacturer's representative to observe and inspect the Work. Manufacturer's representative's services include examination of substrates and conditions, verification of materials, inspection of completed portions of the Work, and submittal of written reports.

E. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

F. Testing Agency Responsibilities: Cooperate with Engineer, Construction Manager, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

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1. Notify Landscape Architect, Engineer, Construction Manager, and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in -situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

6. Do not perform any duties of Contractor.

G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing agency.

7. Security and protection for samples and for testing and inspecting equipment at Project site.

H. Coordination: Coordinate sequence of activities to accommodate required quality - assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

1.8 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Conducted by a qualified special inspector as required by authorities having jurisdiction, as indicated in individual Specification Sections and in Statement of Special Inspections included in the Contract Documents (Drawings), and as follows:

1. Verifying that manufacturer maintains detailed fabrication and quality -control procedures and reviews the completeness and adequacy of those procedures to perform the Work.

2. Notifying Landscape Architect, Engineer, Construction Manager, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.

3. Submitting a certified written report of each test, inspection, and similar quality - control service to Engineer, through Construction Manager, with copy to Contractor and to authorities having jurisdiction.

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4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.

5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.

6. Retesting and re -inspecting corrected work.

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 Landscape Architect or Engineer.

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 Engineer's and Construction Manager's reference during normal working hours.

3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, 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.

B. Protect construction exposed by or for quality -control service activities.

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

END OF SECTION 01 40 00
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SECTION 014120

PERMITS
PART 1 - GENERAL

1.1 ADMINISTRATIVE REQUIREMENTS
A. Obtain permits required for the execution of Work in accordance with the Contract Documents. Provide copies of these permits to Owner.

B. The intent of this Section is to furnish the known list of required permits for the Work under the Contract Documents. Contractor is responsible for determining and verifying the extent of all permits required and for obtaining such permits.

C. In the Bid Price, include costs for obtaining all necessary permits, including application fees and other costs, and the costs of complying with the conditions of all permits. Any fees listed in this section are estimates and are for information only. Verify and pay all actual fees.

D. Within 30 Days of the Limited Notice to Proceed, submit a list of all permits and licenses to be obtained, indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

1.2 SUMMARY OF PERMITS TO BE OBTAINED BY CONTRACTOR
A. Obtain the following permits. Submit copies of these permits to Engineer and maintain copies on -site. Comply with all conditions of the permits.

Types of permits that may be required include:

1. Stormwater Pollution Prevention Plan (SWPPP) (Base Bid)

2. Building Permit — Plumbing/Sewer Lateral (Base Bid)

3. Building Permit — Structural/Footings (Base Bid)

4. Building Permit — Electrical Improvements (Base Bid)

5. Grading Permit — Onsite Improvements (Base Bid)

1.3 SUMMARY OF PERMITS OBTAINED BY OWNER
A. None.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 01 41 20
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SECTION 01 61 00

PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes administrative and procedural 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. General Conditions

1.2 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 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 specification in which a specific manufacturer's product is named and accompanied by the words "basis -of -design product," including make or model number, manufacturer name, or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification.

1.3 ACTION SUBMITTALS
A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

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1. Engineer's Action: If necessary, Engineer will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Engineer will notify Contractor of approval or rejection of proposed comparable product request within fifteen (15) days of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later.
a. Form of Approval: As specified in Section 013300 "Contractor Submittals." b. Use product specified if Engineer 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 "Contractor Submittals." Show compliance with requirements.

1.4 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. To the greatest extent possible for each unit of work, the Contractor shall provide products, materials or equipment from a single source.

1.5 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.

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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.

D. Fabricated structural components shall be stored on supports above ground and in a manner to prevent accumulation of water and warping. Products subject to deterioration from atmospheric conditions shall be covered in a manner that will provide adequate ventilation to avoid condensation.

E. Products, materials and equipment not stored in a manner that will insure the maintaining of a new condition will be rejected by the Engineer. Such rejected products, materials and equipment shall be immediately removed from the Work site.

1.6 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 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. Refer to other Sections for specific content 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.

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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 not in conflict with requirements of the Contract Documents.

4. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:

1. Where Specifications or Plans name a product or manufacturer provide product(s) as listed or by the manufacturer listed. Where Specifications include a list of available products or manufacturers, followed by the phrase "or equal," provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer subject to requirements of General Conditions.

PART 3 - EXECUTION (Not Used)
PART 4 - MEASUREMENT AND PAYMENT (Not Used)
END OF SECTION 01 61 00
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SECTION 01 71 23

CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL

1.01 SUMMARY
A. This section specifies the work for construction staking which consists of providing all labor, tools, equipment, materials and incidentals necessary to locate by staking all improvements, to the line and grade shown on the Plans.

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

3.01 GENERAL
A. Contractor shall furnish all land surveys, establish all base lines and bench marks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as they may desire to facilitate his or her methods and sequence of construction.

B. All work shall be staked in order to meet the lines and grades shown on the Plans. Copies of all survey cut sheets shall be provided to the City Engineer two (2) working days before the planned work begins.

C. Finished grade elevations, pipe flowlines, and walls shall be within minus five hundredths (-0.05) foot of elevation and plan location.

D. Prior to concrete pouring, formwork and survey staking shall be reviewed and approved by the City Engineer.

END OF SECTION 01 71 23
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SECTION 01 77 00

CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.1 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 01 78 23 "Operation and Maintenance Data" for operation and maintenance manual requirements.

2. Section 01 78 39 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.2 ACTION SUBMITTALS
A. Contractor's List of Incomplete Items: Initial submittal by the Contractor at Substantial Completion.

B. Certified List of Incomplete Items: Final submittal by the Contractor at Final Completion.

1.3 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

1.4 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: 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.

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

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3. Include comments from the Construction Manager, Owner and Engineer.

4. Submit list of incomplete items in the following format:
a. MS Excel electronic file. Engineer will return annotated copy.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 14 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, final completion construction photographic documentation, 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 Engineer. Label with manufacturer's name and model number where applicable.
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 Engineer's signature for receipt of submittals.

5. Submit test/adjust/balance 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 14 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Make final changeover of permanent locks and deliver keys to Owner.

2. Complete startup and testing of systems and equipment.

3. Perform preventive maintenance on equipment used prior to Substantial Completion.

4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

5. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

6. Complete final cleaning requirements, including touchup painting.

7. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

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D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 14 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Engineer and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer 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 Engineer, that must be completed or corrected before certificate will be issued.

1. Re -inspection: Request re -inspection 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.

1.5 FINAL COMPLETION PROCEDURES
A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete the following:

1. Certified List of Incomplete Items: Submit certified copy of Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Engineer. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection to determine acceptance. On receipt of request, Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.6 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Bind warranties and bonds in heavy-duty, three-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -112 -by -11 -inch paper.

2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

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3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

D. Operating manuals, technical manuals and instructions. The Contractor's attention is directed to the condition that one percent (1%) of the contract price will be deducted from any monies due the Contractor as progress payments if at the seventy-five percent (75%) construction completion point the approved technical manuals have not been submitted in accordance with Section 013300 entitled, "Contractor Submittals".

The aforementioned amount will be retained by the Owner as the agreed estimated value of the approved technical manuals. Any such retention of money for failure to submit the approved technical manuals on or before the seventy-five percent (75%) construction completion point shall be in addition to the retention of any payments due to the Contractor as specified in Article 4 of the Contract.

E. Releases from all parties who are entitled to claims against the subject project, property or improvement pursuant to the provisions of law.

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.

1. Use cleaning products that comply with Green Seal's GS -37, or if GS -37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.

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.

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.

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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 in areas disturbed by construction activities, including removal and disposal of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even - textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. 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.
f. Remove labels that are not permanent.

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.

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, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.

END OF SECTION 01 77 00
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SECTION 01 78 23

OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following:

1. Operation and maintenance documentation directory.

2. Emergency manuals.

3. Operation manuals for systems, subsystems, and equipment.

4. Product maintenance manuals.

5. Systems and equipment maintenance manuals.

1.2 CLOSEOUT SUBMITTALS
A. Manual Content: Operations and maintenance manual content is specified in individual Specification Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section.

1. Engineer will comment on whether content of operations and maintenance submittals are acceptable.

2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions.

B. Format: Submit operations and maintenance manuals in the following format:

1. PDF electronic file. Assemble each manual into a composite electronically indexed file. Submit on digital media acceptable to Engineer. a. Name each indexed document file in composite electronic index with applicable item name. Include a complete electronically linked operation and maintenance directory.
b. Enable inserted reviewer comments on draft submittals.

2. Four (4) paper copies. Include a complete operation and maintenance directory.

Enclose title pages and directories in clear plastic sleeves. One set will be provided to the Engineer and three sets to the Owner.

C. Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. Engineer will return copy with comments.

1. Correct or revise each manual to comply with Engineer's comments. Submit copies of each corrected manual within 15 days of receipt of Engineer's comments and prior to commencing demonstration and training.

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PART 2 - PRODUCTS

2.1 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE

MANUALS
A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired information.

B. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed:

1. Title page.

2. Table of contents.

3. Manual contents.

C. Title Page: Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Owner.

4. Date of submittal.

5. Name and contact information for Contractor.

6. Name and contact information for Construction Manager.

7. Name and contact information for Landscape Architect.

8. Name and contact information for Engineer.

9. Names and contact information for major consultants to the Landscape Architect that designed the systems contained in the manuals.

10. Cross-reference to related systems in other operation and maintenance manuals.

D. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual.

E. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.

F. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required.

1. Electronic Files: Use electronic files prepared by manufacturer where available.

Where scanning of paper documents is required, configure scanned file for minimum readable file size.

2. File Names and Bookmarks: Enable bookmarking of individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so that resulting bookmarks OPERATIONS AND MAINTENANCE DATA 01 78 23 - 2

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reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file.

G. Manuals, Paper Copy: Submit manuals in the form of hard copy, bound and labeled volumes.

1. Binders: Heavy-duty, three-ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8 -1/2 -by -11 -inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.
a. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, subject matter of contents. Indicate volume number for multiple -volume sets.

2. Dividers: Heavy -paper dividers with plastic -covered tabs for each section of the manual. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross- referenced to Specification Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software storage media for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

2.2 OPERATION MANUALS
A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information:

1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents.

2. Performance and design criteria if Contractor is delegated design responsibility.

3. Operating standards.

4. Operating procedures.

5. Operating logs.

6. Wiring diagrams.

7. Control diagrams.

8. Piped system diagrams.

9. Precautions against improper use.

10. License requirements including inspection and renewal dates.

B. Descriptions: Include the following:

1. Product name and model number. Use designations for products indicated on Contract Documents.

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2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Limiting conditions.

7. Performance curves.

8. Engineering data and tests.

9. Complete nomenclature and number of replacement parts.

C. Operating Procedures: Include the following, as applicable:

1. Startup procedures.

2. Equipment or system break-in procedures.

3. Routine and normal operating instructions.

4. Regulation and control procedures.

5. Instructions on stopping.

6. Normal shutdown instructions.

7. Seasonal and weekend operating instructions.

8. Required sequences for electric or electronic systems.

9. Special operating instructions and procedures.

D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed.

E. Piped Systems: Diagram piping as installed and identify color -coding where required for identification.

2.3 PRODUCT MAINTENANCE MANUALS
A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.

B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual.

C. Product Information: Include the following, as applicable:

1. Product name and model number.

2. Manufacturer's name.

3. Color, pattern, and texture.

4. Material and chemical composition.

5. Reordering information for specially manufactured products.

D. Maintenance Procedures: Include manufacturer's written recommendations and the following:

1. Inspection procedures.

2. Types of cleaning agents to be used and methods of cleaning.

3. List of cleaning agents and methods of cleaning detrimental to product.

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4. Schedule for routine cleaning and maintenance.

5. Repair instructions.

E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services.

F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

2.4 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS
A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below.

B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents.

For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual.

C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment:

1. Standard maintenance instructions and bulletins.

2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly.

3. Identification and nomenclature of parts and components.

4. List of items recommended to be stocked as spare parts.

D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures:

1. Test and inspection instructions.

2. Troubleshooting guide.

3. Precautions against improper maintenance.

4. Disassembly; component removal, repair, and replacement; and reassembly instructions.

5. Aligning, adjusting, and checking instructions.

6. Demonstration and training video recording, if available.

E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services.

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G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent.

H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

PART 3 - EXECUTION

3.1 MANUAL PREPARATION
A. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated.

B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work.

C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.

E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation.

1. Do not use original project record documents as part of operation and maintenance manuals.

F. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.

END OF SECTION 01 78 23
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SECTION 017839

PROJECT RECORD DOCUMENTS
PART 1 - GENERAL

1.1 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.

B. Related Requirements:

1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements.

1.2 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:

1. Number of Copies: The Contractor shall submit one (1) set of marked -up record prints to the Engineer.

B. Record Specifications: The Contractor shall submit one paper copy of Project's Specifications, including addenda and contract modifications.

C. Record Product Data: Submit one paper copy of each submittal to the Engineer.

PART 2 - PRODUCTS

2.1 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 Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked -up record prints.

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a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Record data as soon as possible after obtaining it.
c. Record and check the markup before enclosing concealed installations.

2. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked -up record prints.

3. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

4. 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 Engineer and Construction Manager.

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. Incorporate changes and additional information previously marked on record prints. Delete, redraw, and add details and notations where applicable.

3. Refer instances of uncertainty to Engineer through Construction Manager for resolution.

4. Engineer will furnish Contractor one set of digital data files of the Contract Drawings for use in recording information.

C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Engineer and Construction Manager.
e. Name of Contractor.

2.2 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

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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. Note related Change Orders, record Product Data, and record Drawings where applicable.

B. Format: Submit record Specifications as paper copy.

2.3 RECORD PRODUCT DATA
A. 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.

B. Format: Submit record Product Data as paper copy.

2.4 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 paper copy.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE
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. Maintenance of Record Documents and Samples: Store record documents and Samples 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 Engineer's and Construction Manager's reference during normal working hours.

END OF SECTION 01 78 39
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DOCUMENT 02 40 00

DEMOLITION
PART 1 GENERAL

1.01 SUMMARY
A. Removing above -grade site improvements within limits indicated.

B. Disconnecting, capping or sealing, and abandoning site utilities in place.

C. Disconnecting, capping or sealing, and removing site utilities.

D. Disposing of objectionable material.

1.02 RELATED SECTIONS
A. Section 01 74 19 - Construction Waste Management and Disposal.

B. Section 31 11 00 — Clearing and Grubbing.

C. Section 31 23 00 — Excavation and Fill.

1.03 DEFINITIONS
A. ANSI: American National Standards Institute.

B. CAL -OSHA: California Occupational Safety and Health Administration.

1.04 SUBMITTALS
A. Follow Submittal procedure outlined in Submittal Procedures.

1.05 PROJECT CONDITIONS
A. Except for materials indicated to be stockpiled or to remain the Owner's property, cleared materials are the Contractor's property. Remove cleared materials from site and dispose of in lawful manner.

B. Salvable Improvements: Carefully remove items indicated to be salvaged and store where indicated on plans or where designated by the Owner. Avoid damaging materials designated for salvage.

C. Unidentified Materials: If unidentified materials are discovered, including hazardous materials that will require additional removal other than is required by the Contract Documents, immediately report the discovery to the Owner. If necessary, the Owner will arrange for any testing or analysis of the discovered materials and will provide instructions regarding the removal and disposal of the unidentified materials.

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PART 2 PRODUCTS

2.01 SOIL MATERIALS
A. Backfill excavations resulting from demolition operations with on -site or import materials conforming to structural backfill defined in Section 31 23 00 Excavation and Fill.

PART 3 EXECUTION

3.01 PREPARATION
A. Protect and maintain benchmarks and survey control points during construction.

B. Protect existing site improvements to remain during construction.

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

3.02 UTILITIES
A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed or abandoned.

B. Arrange to shut off indicated utilities with utility companies or verify that utilities have been shut off.

C. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless authorized in writing by the Owner, and then only after arranging to provide temporary utility services according to requirements indicated.

D. Coordinate utility interruptions with utility company affected.

E. Do not proceed with utility interruptions without the permission of the Owner and utility company affected. Notify Owner and utility company affected two working days prior to utility interruptions.

F. Excavate and remove underground utilities that are indicated to be removed.

G. Securely close ends of abandoned piping with tight fitting plug or wall of concrete minimum 6 -inches thick.

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

B. Remove slabs, paving, curbs, and gutters, as indicated. Where concrete slabs, curb, gutter and asphalt pavements are designated to be removed, remove bases and subbase to surface of underlying, undisturbed soil.

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C. Unless the existing full -depth joints coincide with line of pavement demolition, neatly saw -cut to full depth the length of existing pavement to remain before removing existing pavement. Saw -cut faces vertically.

D. Remove driveways, curbs, gutters and sidewalks by saw cutting to full depth. If saw cut falls within 30 -inches of a construction joint, expansions joint, score mark or edge, remove material to joint, mark or edge.

3.04 BACKFILL
A. Place and compact material in excavations and depressions remaining after site clearing in conformance with Section 31 23 00 Excavation

3.05 DISPOSAL
A. Remove surplus obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off the Owner's property.

3.06 CONSTRUCTION WASTE MANAGEMENT
A. Construction Waste shall be managed in accordance with provisions of Section 01 74 19 Construction Waste Management and Disposal. Documentation shall be submitted to satisfy the requirements of that section.

END OF SECTION 02 40 00
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SECTION 26 08 10

TESTING OF ELECTRICAL SYSTEMS
PART 1 GENERAL

1.1 SUMMARY
A. This section includes labor, materials & equipment necessary to complete the testing of electrical equipment required. Test procedures and tests specified in this Section are in addition to that specified in other Sections of Division 26. The testing of the electrical system shall be provided by different parties as stated below:

1. Testing Company: The following testing shall be performed by an independent testing company:
a. Grounding systems Tests
b. Ground Fault Protection Systems Test & Calibration
c. Transformers, Dry Type
d. Motor Controllers
e. Circuit Breakers
f. Switchboards
g. Panelboards
h. Metering Test and Calibration
i. Instruments and Instrument Transformers
j. Protective Relays
k. Thermo -graphic survey

2. The Testing Company and vendors furnishing the listed equipment shall perform the field testing of the following equipment. Refer to individual Specification Sections for the extent of services provided by each entity:
a. Engine Generator
B. Related Sections:

1. Related Sections: Consult all other Sections, determine the extent and character of related work and properly coordinate work specified herein with that specified elsewhere to produce a complete installation.

C. Description of Work: Test all cable, equipment, protection devices, controls, and etc. for all systems listed above to assure proper installation, setting, connections, and functioning in accordance with the Drawings, Specifications, and the manufacturers' recommendations. It is the intent that field testing be extensive, and complete as specified, to provide positive assurance of totally correct installation and operation of equipment.

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1. Test and provide written certification that the entire electrical installation complies with the contract documents, code and proper system operation.

2. Perform acceptance tests in accordance with manufacturer's recommendations, NFPA 70b and International Electrical Testing Association (NETA) testing specifications NETA ATS-2017.

3. Furnish all necessary test equipment to satisfactorily perform all tests specified herein.

4. Conduct all tests in the presence of the Engineer except when advised that it is not required.

5. Include all tests and inspections recommended by the equipment manufacturer whether required by these Specifications or not, unless specifically waived by the Engineer.

6. Maintain a written record of all tests showing date, personnel making test, equipment or material tested, tests performed, manufacturer and serial number of testing equipment and results.

1.2 REFERENCES
A. Comply with the latest edition of the following applicable specifications and standards except as otherwise shown or specified:

1. IEEE Standard 81 - Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System (Parts 1 & 2)

2. IEEE Standard 141- Recommended Practice for Electrical Power Distribution for Industrial Plants

3. IEEE Standard 142 - Recommended Practice for Grounding of Industrial and Commercial Power Systems.

4. NETA ATS - Acceptance Testing Specifications for Electrical Power Equipment and Systems

5. NFPA 70 - California Electrical Code (CEC)

6. NFPA 70B - Electrical Equipment Maintenance

7. NFPA 70E - Electrical Safety Requirements for Employee Workplaces

8. OSHA - NFPA 70E - Electrical Safety Requirements for Employee Workplaces

1.3 SUBMITTALS
A. Submit in accordance with the requirements of Division 01 and Section 26 05 02, Common Work Results for Electrical, the following items:

1. The results of the tests shall be summarized in a final report. Three (3) bound copies of the final report shall be submitted. Test Reports shall be typewritten and submitted to the Engineer within 7 calendar days of the test.

2. The Contractor shall prepare test reports including description of project, description of equipment tested, description of test, test results, conclusions and recommendations, re -testing results and list of test equipment used and calibration date.

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3. Notify the Engineer in writing 10 working days prior to performance of any test.

4. Insert a copy of each test report in the operation and maintenance manuals.

5. All test reports shall be signed by a licensed electrical engineer.

B. Preliminary testing submittal: prior to commencement of testing, the testing firm shall submit the following:

1. List of equipment to be tested and testing schedule, including staffing and equipment

2. Test procedures to be used in a complete summarized format. Tests shall include:
a. Tests specified in this section and all individual Division 26 sections b. Manufacturer's recommendations for maintenance and acceptance testing, including inspections and measurements
c. Copies of maintenance manual sections describing manufacturer's recommended procedures

3. Proposed test data sheets.

4. Proposed test equipment list.

C. Test reports

1. Progress Reports Provide (3) copies of test data sheets as major equipment tests are performed, or whenever defective equipment is discovered.

2. Final Report: Submit a final typed report at the completion of the project testing/startup scope. The report shall include:
a. Summary of the project
b. Description of equipment tested
c. Data sheets
d. Description of test procedures
e. Conclusions and deficiencies
D. Perform all testing after installation. All systems shall pass tests prior to substantial completion or occupancy.

1.3 QUALITY ASSURANCE
A. Qualifications of testing agency

1. The testing firm shall be an independent testing organization that can function as an unbiased testing authority, professionally independent of the manufacturers, suppliers, and installers of equipment or systems evaluated by the testing firm.

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2. The testing firm shall meet the criteria for Full Membership or be a Full Member company of the International Electrical Testing Association (NETA).

3. A minimum of (10) years' experience in testing electrical equipment is required for the individual in charge of the project.

4. The firm performing the study should demonstrate capability and experience to provide assistance during start up as required.

5. Personnel
a. The testing firm shall only utilize full-time engineers who are regularly employed by the firm for testing services.
b. All on -site personnel shall have a minimum of 5 years of experience in electrical equipment startup and testing. c. The firm shall provide a competent project engineer to oversee and coordinate all site work, and shall be on site whenever 3 or more of the firm's engineers are on site.

B. Test instrument

1. Utilize a calibration program that assures that all applicable test instruments are maintained within rated accuracy.

2. Accuracy directly traceable to the National Institute of Standards and Technology

3. Calibrate instruments in accordance with the following frequency schedule:
a. Field Instruments: Analog - 6 months maximum; Digital - 12 months maximum
b. Laboratory Instruments: 12 months
c. Leased Specialty Equipment: 12 months (Where accuracy is guaranteed by leaser)

4. Maintain dated calibration labels visible on all test equipment.

5. Keep records that show date and results of instruments calibrated or tested up-to-date.

6. Maintain up-to-date instrument calibration instructions and procedures.

1.3 DIVISION OF RESPONSIBILITY
A. Routine work performed by the Contractor prior to and in addition to tests performed by the testing firm:

1. Cleaning of equipment and apparatus.

2. Insulation -resistance and continuity test.

3. Rotation test.

4. Equipment bolt torqueing.

5. Inspect for physical damage.

6. Proper equipment connection and operation.

7. Coordinate exact motor overload requirements.

B. The Contractor has the option to assign all or any portion of above listed routine work to the testing firm at his own expense.

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C. The Contractor shall provide suitable and stable source of electrical power to each test site as required by the testing firm.

D. The Contractor shall notify the Engineer and the testing firm when equipment becomes available for acceptance tests. Work shall be coordinated to expedite project scheduling.

E. The testing firm shall notify the Engineer prior to commencement of any testing, minimum 14 days in advance. However, no testing shall be delayed if Engineer is not present and has not notified contractor 7 days prior to a scheduled test.

F. Report any system, material, or workmanship which is found defective on the basis of acceptance tests to the Engineer in writing.

G. The testing firm shall maintain a written record of all tests and, upon completion of project, assembles and certifies final test report.

H. Safety and Precautions:

1. Safety practices include, but are not limited to, the following requirements:
a. Occupation Safety and Health Act.
b. Accident Prevention Manual for Industrial Operations, National Safety Council.
c. Applicable state and local safety operating procedures. d. The Engineer's safety practices.
e. National Fire Protection Association - NFPA 70E.
f. American National Standards for Personnel Protection

2. Testing performed with apparatus de -energized. Exceptions must be thoroughly reviewed to identify safety hazards and devise adequate safeguards.

3. The testing firm shall provide a designated safety representative on the project to supervise the testing operations with respect to safety.

4. The electrical contractor shall provide an arc flash study to determine the recommended Personnel Protective Gear suitable for this project and prior to testing.

1.4 TESTS TO BE PERFORMED BY TESTING COMPANY
A. Grounding Systems Tests:

1. Service grounding test:
a. Perform fall -of -potential tests on main grounding electrode system provided by this contract per IEEE Standard No. 81. Maximum resistance to ground shall be less than 5 ohms. If this resistance cannot be obtained with the ground system shown, notify the Engineer immediately for further instructions.

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b. Confirm that the neutral is grounded only at the service equipment by removing the service neutral grounding conductor and meggering the neutral bus.
c. Refer to Grounding section 26 05 27 - Grounding & Bonding for Electrical Systems for additional testing requirements.

2. Miscellaneous Grounding Tests: Tests include measurement of ground resistance at the following equipment and structures:
a. All primary and secondary switchgear.
b. All power transformer frames and neutral grounds.
c. All secondary switchboards located within buildings. d. Other miscellaneous grounds selected at random in a manner to be representative of the entire installation.
e. Ground system ground rods, including those in manholes. f. Isolated instrumentation system.

3. General Requirements:
a. Use "3 probe - fall of potential" method ground tests made on system ground rods. All other ground tests may be measured to system ground by use of ground reference method.
b. Verify that ground system installation is completed before performing testing work.
c. Ground circuits showing more than 5 ohms resistance will be considered defective and repaired by the Contractor at his own expense.

4. Refer to Grounding section for additional testing and requirements.

B. Ground fault protection systems tests:

1. Scope: Test all ground fault protection systems provided by this contract.

2. Prior to Test:
a. Inspect neutral main bonding connection to assure:
(1) Zero sequence system is grounded upstream of sensor (2) Ground connection is made ahead of neutral disconnect link (3) Ground strap systems are grounded through sensing device (4) Verify ground electrode conductor(s) for proper size and connection
b. Inspect control power transformer to insure adequate capacity for system
c. Monitor panels (if present) shall be manually operated for:
(1)
(2)
(3)
Trip test
No trip test
Non -automatic reset
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d. Proper operation and test sequence shall be recorded. e. Zero sequence systems shall be inspected for symmetrical alignment of core balance transformers about all current carrying conductors.
f. Ground fault system integral to the circuit breaker will have its current sensors and neutral sensor inspected for proper polarity. g. Ground fault device circuit nameplate identification shall be verified by device operation.
h. Pickup and time delay settings shall be set in accordance with engineer's instructions or as shown.

3. Electrical Test:
a. System neutral insulation resistance shall be measured to insure no shunt ground paths exist, neutral -ground disconnect link shall be removed, neutral insulation resistance measured and link replaced. b. The relay pickup current shall be determined by current injection at the sensor and the circuit interrupting device operated. c. The relay timing shall be tested by injecting 150% and 300% of pickup current into sensor. Total trip time shall be electrically monitored.
d. System operation shall be tested at 57% rated voltage. e. Zone interlock system shall be tested by simultaneous sensor current injection and monitoring zone blocking function.

4. Test Parameters:
a. System neutral insulation resistance shall be two (2) mega -ohm or greater.
b. Relay pickup current shall be within 10% of device dial of fixed setting.
c. Relay timing shall be in accordance with manufacturer's published time -current characteristic curves.

C. Transformers, dry type:

1. Scope: Test all dry type transformers provided by this contract. Refer to section 26 22 00 - Low Voltage Distribution Transformers for additional testing requirements.

2. Visual and Mechanical Inspection: Test dry type transformers per the following procedures:
a. Inspect for physical damage, proper installation, anchorage and grounding.
b. Verify transformer is supplied and connected in accordance with contract documents.

3. Electrical Tests: Perform insulation resistance tests winding -to -winding and winding -to -ground.

D. Motor controllers:

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1. Scope: Test all motor controllers relocated under this contract.

2. Visual and Mechanical Inspection
a. Inspect for physical damage and code violation.
b. Inspect for support and grounding.
c. Compare equipment nameplate data with design plans or starter schedule.
d. Check tightness of bolted connections.
e. Compare overload heaters with motor full load current. f. Compare starter size with motor horsepower.
g. Verify that correct heaters are installed in overload relays. h. Inspect power factor correction capacitors for complete connections and operation.

3. Electrical Tests
a. Measure overload time delay by primary current injection at three (3) times motor full load current.
b. Perform operational tests on each starter.

E. Circuit breakers:

1. Scope: Test all new circuit breakers 100 amps and over within all switchboards, panelboards, enclosures, generators, generator control switchgear, UPS and etc. Refer to section 26 28 23 - Circuit Breakers for additional testing requirements.

2. Inspect each breaker, operate manually, and electrically. Test shunt trips and alarm devices manually and electrically.

3. Adjust breaker trips to settings furnished by the coordination study and verify settings of the manufacturer's rating by passing controlled current through the trip devices. Record values and report deficiencies.

4. Circuit Breaker Electrical Tests
a. Contact resistance shall be measured.
b. Time -current characteristic tests shall be performed by passing 300% rated current through each pole separately. Trip time shall be determined.
c. Instantaneous pickup current shall be determined by run-up or pulse method. Clearing times should be within four (4) cycles or less.
d. Insulation resistance shall be determined pole -to -pole, across pole and pole -to -ground, and across open contacts. Test voltage shall be 1000 volts dc. for breakers rated greater than 250 volts. Test voltage shall be 500 volts dc for breakers rated 250 volts or less. e. Check trip unit reset operation.

F. Panelboards:

1. Scope: Test all panelboards and breakers.

2. Inspect panelboards and report installation or shipping damage, loose material, shipping blocks, contamination or unfavorable environmental TESTING OF ELECTRICAL SYSTEMS 26 08 10 - 8

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conditions that must be corrected. Check equipment for operation of doors, security of mounting. Report any deficiencies.

G. Metering test & calibration for meters

1. Scope: Test all new meters provided by this contract.

2. Instrument Transformers
a. Test transformer polarity electrically.
b. Verify connection at secondary CT leads by driving a low current through the leads and checking for this amount at applicable devices.
c. Confirm transformer ratio by primary current injection. d. Measure insulation resistance primary -to -ground, secondary -to - ground and primary -to -secondary.
e. Overpotential test primary insulation.
f. Measure potential transformer ratio

3. Metering and Instrumentation
a. Calibrate all meters at mid -scale.
b. Calibrate watt hour meter to one-half percent.
c. Verify all instrument multipliers.

H. Remaining Items for Third Party Testing

1. Scope: Test all equipment, devices and etc. listed above per requirements stated in individual specification sections.
a. For items that testing procedure are not stated in this section or any individual sections refer to NETA standards and manufacturers' testing recommendations.

1.5 TESTS TO BE PERFORMED BY THE VENDORS
A. Automatic Transfer Switches: The manufacturer's representative furnishing the equipment shall be responsible for the functional and operational testing of all the equipment to ensure the entire operation is in compliance with applicable codes, contract documents, and sequence of operation as stated in contract documents.

Refer to individual specification section for additional requirements.

B. Network Lighting Controls: The manufacturer's representative furnishing the equipment shall be responsible for the functional and operational testing of the equipment and all associated components to ensure the entire system is in compliance with applicable codes and contract documents. Refer to individual specification section for additional requirements.

PART 2 PRODUCTS
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2.1 TESTING COMPANY
A. Retain the services of an independent testing company that is qualified to test electrical equipment, and is an approved testing company by the State of California. The testing company shall not be associated with the manufacturer of equipment or systems under test. The testing company shall be as follows:

1. Applied Engineering Concepts (AEC)

2. Electro-Test Inc. (ETI),

3. Emerson

4. Or equal.

2.2 TEST EQUIPMENT
A. The contractor shall provide all apparatus and material required for testing. The contractor shall use installation tools and test equipment that are designed for the specific task and shall use this equipment per the manufacturer's instructions.

B. All test equipment shall have current calibration certification by a third -party calibration laboratory, and shall have a signed and dated calibration sticker affixed to the device. Calibration shall be traceable to the national bureau of standards and shall not be less than 6 months since last calibration. Defective test equipment and installation tools shall not be used. Installation tools such as torque wrenches shall be calibration certified.

C. Care and Precautions:

1. Contractor is responsible for any damage to equipment or material due to improper test procedures or test apparatus handling. Replace or restore to original condition any damaged equipment or material.

2. Provide and use safety devices such as rubber gloves and blankets, protective screen, barriers and danger signs to adequately protect and warn all personnel in the vicinity of the tests.

PART 3 EXECUTION

3.1 GENERAL
A. Provide all materials, supplies, tools, equipment, labor, and services required to perform all tests as specified in this Section.

B. Correct all deficiencies revealed by tests. Replace at contractors cost, all materials and equipment found faulty.

C. The testing intent is to assure that all electrical equipment, both contractor and Engineer supplied, is operational within industry and manufacturers tolerances and is installed in accordance with design specifications.

D. The test and inspections determine the suitability for energization.

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E. Use the International Electrical Testing Association (NETA) guidelines for all testing procedure and acceptance test values of results.

F. Complete all test prior to final acceptance.

G. Testing company shall prepare typewritten reports on all the systems they test.

3.2 PROJECT DOCUMENTS
A. Deliver the following project documents to testing company two weeks prior to testing:

1. Division 26 Specifications

2. Electrical Floor Plans showing equipment to be tested

3. Electrical One -Line Diagrams

4. Submittals of Manufacturer's Data and Shop Drawings including engineers review letter of all systems to be tested.

5. Over current protective device and Coordination Study

6. Arc Flash Hazard Analysis Study

3.3 RE -TESTING
A. Any fault in material or in any part of the installation revealed by these tests shall be investigated, replaced or repaired by the contractor and the same test repeated at the Contractor's expense until no fault appears.

3.4 LABELS
A. Upon completion of testing agency tests a NETA label shall be attached to all serviced devices. These labels shall indicate date serviced and the testing company.

3.5 REPLACEMENT OF DEFECTIVE MATERIAL OR EQUIPMENT
A. Repair or replace any material or equipment found defective or cannot pass the tests specified in this Section at no additional cost.

B. Complete correction of defective material or equipment and retesting within the Contract period.

C. If the equipment or material cannot pass the second test, remove the defective equipment and replace it with equivalent equipment that meets the requirements of the Specifications. Such replacement at no additional cost.

D. Remove defective equipment or material from the site no later than 15 days from the date of notification by the Engineer.

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3.6 FIELD ADJUSTMENTS
A. Testing firm responsible for final setting and adjustments on protective devices in accordance with values from the coordination study specified in Section 26 05 73 - Overcurrent Protective Device Coordination Study and reviewed by the Engineer.

3.7 COMMISSIONING
A. Refer to contract documents related to the commissioning for any activities required to Commission the electrical system.

1. The vendors furnishing the listed equipment shall perform the field testing of these equipment, in addition to any testing required by Testing Company:
a. Network Lighting Controls

2. Contractor Testing: The following testing shall be performed by the contractor:
a. Fire Alarm Systems
b. Receptacle and Device Tests
c. 600 -volt wiring
d. Power System Tests
e. Variable Frequency Drives (Relocated VFD at P1 and P2 level) f. Fan Shutdown Systems
g. Smoke Damper Control

3.8 TESTS TO BE PERFORMED BY TESTING COMPANY AND VENDORS A. Engine Generator: The manufacturer's representative furnishing the equipment shall be responsible for the functional and operational testing of all the equipment to ensure the entire operation is in compliance with applicable codes, contract documents, and sequence of operation as stated in contract documents. Refer to individual specification section for additional requirements.

3.9 TEST TO BE PERFORMED BY THE CONTRACTOR
A. Receptacle and device tests

1. Receptacle Polarity Test: Test every receptacle installed or reconnected under this contract with a receptacle circuit tester. Tester shall test for open ground, reverse polarity, open hot, open neutral, hot and ground reversed, hot or neutral and hot open. Rewire receptacles with faults and re -test. Submit test report signed by the electrician that performed the test.

2. Ground -Fault Receptacle Circuit Interrupter Tests: Test each receptacle or branch circuit breaker having ground -fault circuit protection to assure that the ground -fault circuit interrupter will not operate when subjected to a TESTING OF ELECTRICAL SYSTEMS 26 08 10 -12

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ground -fault current of less than 4 milliamperes and will operate when subjected to a ground -fault current exceeding 6 milliamperes. Perform testing using an instrument specifically designed and manufactured for testing ground -fault circuit interrupters. Apply the test to the receptacle. A TEST@ button operation will not be acceptable as a substitute for this test.

Replace receptacles that do not shut-off power with 5/1000 of an ampere with 1 /40th of a second and re -test.

3. Operational Tests: Demonstrate the operation of each switch, circuit breaker and other item of electrical control with the systems fully energized and operating. Each shall be demonstrated three (3) times.

B. 600 -volt wiring

1. Scope: Test all electrical feeders and conductors for motors over 15 hp whose operating voltage is 600 volts or less that are installed or re- connected under this contract.

2. Test for continuity of each circuit.

3. Test for grounds in each circuit which shall consist of the physical examination of the installation to ensure that all required ground jumpers, devices, and appurtenances do exist and are mechanically firm.

4. Perform insulation -resistance test on each conductor with respect to ground and adjacent conductors. Applied potential shall be 500 volts dc for 300 volt rated cable and 1000 volts dc for 600 volt rated cable. Test duration shall be one (1) minute. If conductor fails test replace wiring or correct defect and re -test.

5. Perform torque test for each conductor tested and terminated in an overcurrent device or bolted type connection; torque all connections per manufacturer's recommendations and tabulate the results on a tabular form

6. All feeders shall be Megger tested prior to energizing any equipment.

C. Power system tests

1. Scope: Inspect and test entire electrical systems provided by this contract to verify equipment and controls are correctly operating.

2. Load Balance Tests: Check all panelboards for proper load balance between phase conductors and make adjustments as necessary to bring unbalanced phases to within 15% of average load.

3. Motor Tests: Prior to energizing any motors check all motors for proper rotation, phase balance and measure actual load current. Report immediately to the Engineer if phase balance exceeds 1% from mean value. Submit tabulation of motor currents for all motors 1 HP or more after the HVAC system has been balanced.

4. Phase Relationship Tests: Check connections to all new and existing equipment for proper phase relationship. During such check, disconnect all devices that could be damaged by the application of voltage or reversed phase sequence.

5. Transformer Taps: Connect all transformers at A Normal tap. After facility is fully occupied for a period of not less than two weeks, measure secondary voltages at all new and existing transformers and adjust transformer taps to provide optimum voltage conditions at secondary TESTING OF ELECTRICAL SYSTEMS 26 08 10 -13

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terminals. Optimum is defined as not exceeding nameplate voltage plus 10% and not being lower than nameplate voltage minus 5%. Submit recording and tap settings as test results.

D. Variable frequency drives

1. Physical and Mechanical Inspection:
a. Drive and motor environment clean.
b. Adequate drive and motor access for ventilation and maintenance c. No unusual noise or vibration.
d. No disconnects installed between VFD and motor w/o shutdown interlock to VFD.
e. Shut -down interlocks between VFD and motor verified to be operational.
f. Separate conduit for incoming power and outgoing motor leads. g. No power factor correction capacitors connected to motor. h. Shaft rotation correct, normal operation
If equipped with bypass, note bypass starter overload size for correct operation.
j. Shaft rotation correct for bypass operation.
k. Verify bypass switch starts and operates equipment.

Compare motor nameplate with VFD for compatibility.
m. Inspect structure frames, supports, barriers, doors, etc. for alignment and proper fit.
n. Inspect control wiring terminations, fuses, shielding, pull apart connectors, and board engagement.

2. Electrical Checks
a. Verify wiring conforms to factory schematics.
b. Verify instrument transformer ratios match meter scales.

3. Electrical Checks (Manufacturer's Representatives)
a. Insure proper operation of:
(1) Pilot devices (switches, pushbuttons, lights)
(2) Contactors and line voltage starters.
(3) Control and timing relays.
(4) Protective devices.
(5) Auxiliary electrical contacts.
(6) Circuit breakers and disconnect switches.
b. Perform other tests and startup procedures as recommended by manufacturer.

END OF SECTION 26 08 10
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SECTION 26 09 23

LIGHTING CONTROL SYSTEMS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Low -voltage lighting control system.

B. Related Requirements:

1. Division 01 - General Requirements.

2. Section 26 0500: Common Work Results for Electrical.

3. Section 26 0513: Basic Electrical Materials and Methods.

4. Section 26 0519: Low -Voltage Wires (600 Volt AC).

5. Section 26 0533: Raceways, Boxes, Fittings, and Supports.

6. Section 26 2416: Panelboards and Signal Terminal Cabinets.

7. Section 26 5000: Lighting.

1.2 SUBMITTALS
A. Provide in accordance with Division 01.

B. Submit a complete one -line diagram of the proposed system configuration for Architect/Engineer's review. The riser diagram shall identify but not be limited to wiring, equipment, components, interconnection with other systems, and location and type of raceways.

C. Manufacturer's Data: Submit catalog cuts and description of each system component.

D. Provide wiring diagrams and installation details for lighting control equipment.

E. Shop Drawings: Submit a complete set of detailed Shop Drawings for the entire lighting control system; the shop drawings shall include but not be limited to relay panels with designations and dimensions, day light sensors locations based on manufacturer's recommendations, and system components with manufacturer's part numbers.

F. Installation Instructions: Submit manufacturer's written installation instructions, wiring diagrams. Instructions shall include recommendations for handling of equipment and parts, and protection and storage requirements.

1.3 QUALITY ASSURANCE
A. Components shall be listed and labeled by Underwriter's Laboratories (UL), or another Nationally Recognized Testing Laboratory (NRTL).

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B. Lighting Control Systems shall comply with the state of California Building and Electrical Codes, and Title 24 energy requirements in effect at time of submittal for building permit.

C. Conduct a coordination meeting with the lighting control contractor, electrical contractor, EOR, Manufacturer Representative, and the OAR to validate the location of lighting control system components, including daylight sensors. Sensors shall be located based on manufacturer's recommendations.

1.4 WARRANTY
A. Manufacturer shall provide a three year material warranty.

B. Installer shall provide a two year installation warranty.

1.5 SYSTEM REQUIREMENTS
A. Systems shall be furnished with networkable relay panels complete with relays, transformers, and control electronics. The system shall be furnished with hardware and resident software, occupancy sensors, constant light controllers, exterior light sensors, occupancy sensors, local wall switches and dimmer switches, conduit and wiring for a complete and functional installation.

B. The lighting control system must be able to communicate with fully digital centralized relay panels, remote relay panels, digital switches, photocells, analog switches, various interfaces, and shall include operational software. The lighting control system shall be integrated into a single system, except for areas controlled by a motion sensor; such as rooms with one luminaire and emergency fixtures designed to operate 24 hours a day, seven days a week. Distributed lighting control shall be provided using a networkable remote relay panel. A Centralized relay panel shall control corridors and site lighting.

Lighting control system shall include hardware and software; software shall be resident within the lighting control system. System shall provide local access to programming functions at the master Lighting Control Panel (LCP) and remote access to programming functions via dial -up modem and through any standard computer workstation running an industry standard internet browser. Lighting control system shall have a server built into the master LCP that "serves" HTML pages to any authorized workstation. WEB front end shall be accessible over a Torrance Airport provided Ethernet 10/100 Mpbs to the local area network. Protocol shall be TCP/IP and allow either http (hypertext transfer protocol) or https (hypertext transfer protocol secured) connections. Desktop computers are not part of this section and will be provided by others. Non -networked, non -digital, non -server capable systems are not acceptable.

C. System software shall provide real time status of each relay, each zone and each group.

D. Lighting control system shall be able to be monitored and take commands from a remote Personal Computer (PC); should the remote PC go off-line system programming uploaded to the lighting control system shall continue to operate as LIGHTING CONTROL SYSTEMS 26 09 23 - 2

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intended. Systems requiring an online PC or server for normal operation are not acceptable
E. Devices shall be able to be pre -addressed at the factory. Systems requiring field addressing only are not acceptable.

F. Programs, schedules, time of day, etcetera, shall be held in non-volatile memory at power failure. At restoration of power, lighting control system shall implement programs required by current time and date.

G. System shall be capable of flashing lighting OFF/ON for any relay or lighting zone prior to the lights beings turned OFF. The warning interval time between the flash and the final lights off signal shall be definable for each zone. Occupant shall be able to override any scheduled OFF sweep using local lighting zone override switches within the zone or occupied space. Occupant override time shall be pre-programmed not to exceed two hours, or current California Title 24 requirements.

H. The system shall be capable of implementing ON, OFF, Raise (dimming), and Lower (dimming) commands for any relay, group or zone by means of digital specification grade line voltage type wall switches, analog low voltage switches, photocells, web based software, or other devices connected to programmable inputs in the lighting control system.

I. The lighting control system shall provide the ability to control each relay and each relay group. Programming and scheduling shall be able to be done locally at the master LCP and remotely via dial up modem and via the Internet. Remote connection to the lighting control system shall provide real time control and real time feedback.

J. System may consist of centralized relay panels, remote relay panels, digital switches, analog switches, photocells, motion sensors, lumen control devices, dimmer switches, and various digital interfaces. Remote relay panels, smart breaker panels, centralized relay panels and digital switches shall communicate as one network. Remote Relay Panels (RRP) shall control lighting fixtures in that area or space, provide power to occupancy sensors and take input from daylight and occupancy sensors. RRP's shall be capable of taking inputs from Torrance Airport specification line voltage type switches, and if classroom dimming is indicated on the plans, they shall be capable of outputting an independent Ov to 10v dimming signal for each remote relay provided.

Remote relay panels, switches, photocells and occupancy sensors shall be wired per lighting control manufacturers instructions.

1.6 LIGHTING CONTROL OVERVIEW -BY AREA CONTROLLED
A. Corridors and Open Areas:

1. Corridors and other common areas are to be controlled by a combination of programmable low voltage keyed switches and time schedules supplied by the networked lighting control system.
a. Low voltage keyed switches are operable 24 hours a day and are to manually switch lights ON and OFF.
b. The central timer is to automatically sweep lights OFF after hours and provide scheduling capability.

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c. Interior corridors require occupancy sensors.

B. Custodial and Equipment Rooms:

1. Custodial, Equipment rooms and unsupervised rooms shall be provided with occupancy sensors with automatic on -off capability in addition to manual switches. These sensors shall turn off the lights in the room via a pre-set but programmable interval after the room has been vacated.

C. Exterior Security Lights:

1. Exterior wall packs and security lights are to be controlled via exterior light sensors.
a. When natural light level is insufficient, the lights are ON. b. When natural light level is sufficient, the lights are OFF.

D. Exterior, Non -Security Lights:

1. Exterior parking lot lights, pathway lights and decorative lights are controlled by an exterior light sensor in conjunction with time schedules provided by the networked lighting control system.
a. When natural light level is insufficient or the timer is ON, the lights are ON. b. When natural light level is sufficient or the timer is OFF, the lights are OFF.

E. Restrooms:

1. Restrooms Lights and Exhaust Fans (Fans interlocked with lights):
a. Restrooms lights and fan shall be controlled from the lighting control panel via assigned relays. Provide ceiling mounted occupancy sensors, and by- pass toggle switches for system override adjacent to the door. The sensor shall turn off the lights in the room via a pre-set but programmable interval after the room has been vacated.

F. Emergency Lighting:

1. Emergency lighting controls shall be equipped with bypass circuitry that will bypass all manually operated switches, lighting control systems, dimmers and occupancy sensors during power failure situations. Design shall comply with applicable codes and regulations. Each area of luminaries or groups of luminaries shall be equipped with and controlled by a UL924 listed emergency lighting control unit to allow the detection of localized power failure.

PART 2 - PRODUCTS

2.1 RELAYS
A. Relays shall be warranted for a minimum of three years.

B. Relays shall be individually added or replaced. Lighting control systems incapable of replacing individual relays are not acceptable.

C. Each lighting control relay shall be capable of controlling incandescent, fluorescent, electronic ballast and HID lighting loads. Relays not rated for all types of lighting loads are not acceptable.

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D. Relays shall be:

1. Single Pole: Douglass WR-6161, LC&D SL -277 -NC, or equal.

2. Double Pole: Douglass WR-6172, LC&D SL -480 -NC, or equal.

2.2 INTERIOR DAYLIGHT SENSORS
A. In rooms requiring day lighting control provide an interior daylight sensor. Refer to lighting plans to determine which switch legs are controlled by the daylight controller.

Use LC&D iPC Series, Douglas WPH-3711, or equal.

B. Interior daylight sensors shall cause light fixtures within the room to brighten or dim to maintain pre -determined and uniform light levels between 30 and 50 foot candles; in areas not provided with dimming ballasts the sensors shall permit any relay to switch at a unique light level and shall attempt to maintain a constant light level by switching individual relays ON or OFF as the ambient light level changes. Controllers offering single set point controls are not acceptable.

C. Each interior daylight sensor shall continuously monitor the true light label and shall broadcast this level to lighting control network. Controllers requiring readings at the sensor head itself are not acceptable.

D. Each interior daylight sensor shall be fully adjustable via the lighting control software.

Controllers requiring adjustments at the sensor head are not acceptable.

2.3 EXTERIOR LIGHT SENSORS
A. Provide one exterior rated light sensor for control of exterior lights. Use Douglass WPH-3751, LC&D PCO or equal.

B. One exterior light sensor shall permit different relays to switch at different light levels.

Sensors offering less than 14 remotely settable trip points are note acceptable.

C. Exterior light sensor shall continuously monitor the true light level and shall broadcast this level over the lighting control network. Sensors requiring adjustments at the sensor head are not acceptable.

D. Exterior light sensor shall be fully adjustable via the networked lighting control system.

Controllers requiring adjustments at the sensor head are not acceptable.

2.4 OCCUPANCY SENSORS
A. Occupancy Sensors:

1. Ceiling -Mounted Dual Technology Sensors:
a. Sensors shall be dual technology infrared -ultrasonic capable of detecting presence in floor area to be controlled, by detecting Doppler shifts in transmitted ultrasound and infrared technology.
b. Detection shall be maintained when a person moves only within a maximum distance of 12 inches, in either a horizontal or vertical manner, at LIGHTING CONTROL SYSTEMS 26 09 23 - 5

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approximate speed of 12 inches per second. Lights shall not go off when a person is reading or writing while seated at a desk.
c. Each sensor shall be furnished with a convenient shunt provision, which will enable a person to by-pass sensor in event of failure. d. Sensitivity shall not change more than ten percent in temperature range of 0 degrees F. to 120 degrees F., and in humidity range of ten percent to 80 percent. Sensitivity adjustment shall be provided for each technology. e. Time delay range shall be adjustable from 15 seconds to 15 minutes. f. Sensors shall operate on DC power (12 volts to 24 volts). Power supply shall be provided by power pack, consisting of a transformer and contact closure relay in one package. Power output of transformer shall be capable of operating a minimum of two sensors.
g. Manufacturers: Watt Stopper No. DT -200, similar as manufactured by Leviton, Sensor Switch, Unenco, or equal.

2. Passive Infrared Wall Switch Sensors with Daylight Controls:
a. Sensors shall be capable of detecting presence in floor area to be controlled, by detecting changes in infrared energy. Small movements shall be detected such as when a person is writing while seated at a desk. b. Passive infrared sensor shall utilize a dual -element sensor and a multi - element fresnel lens.
c. Sensor shall be furnished with a daylight filter which ensures that sensor is insensitive to short -wavelength infrared waves, such as those emitted by the sun.
d. Sensors shall be furnished with convenient bypass provisions, which enable lighting to be turned on in case of failure.
e. Time delay range shall be adjustable from 15 seconds to 15 minutes. f. Sensitivity adjustment shall range from 0 (off) to ten (maximum). g. Adjustments and mounting hardware shall be concealed under a removable cover to prevent tampering with adjustments and hardware. h. Each sensor shall cover up to 800 square feet, with a field -of -view of 150 degrees.
i. Sensor shall be two -wire, completely self-contained control system that replaces standard toggle switch. Power supply shall be an internal transformer and switching mechanism shall be a latching dry contact relay. j. Sensor shall be capable of switching from 50 to 1000 watt, incandescent or fluorescent.
k. Sensor shall be furnished with a daylight feature, adjustable from ten to 400 foot-candles, that maintains lighting off when a desired foot-candle level is present.

I. Sensors shall be dual voltage, 120 volt and 277 volts. m. Manufacturers: Watt Stopper No. WI 200, 1300, similar as manufactured by Leviton Sensor Switch, Unenco, or equal.

PART 3 — EXECUTION

3.1 GENERAL
A. Lighting control system shall not be used for ay other purpose other than its intended use and application.

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B. Provide required interconnections with other systems such as emergency power sources, fire alarm systems, as required or indicated on drawings.

C. Installation shall meet or exceed standard practice of workmanship and quality.

D. Drawings generally indicate work to be provided, but do not indicate bends, transitions, or special fittings required to clear beams, girders or other work already in place.

Investigate conditions where conduits are to be installed and furnished and install required fittings.

3.2 INSTALLATION AND SET-UP
A. Verify that conduit for line voltage wires enters panel in line voltage areas and conduit for low -voltage control wires enters panel on low -voltage areas. Refer to manufacturer's drawings for location of line and low -voltage areas.

B. Provide Digital type switches, and wire according to lighting control manufactures requirements.

C. Digital switches and wire shall be according to lighting control manufactures requirements.

D. Panels shall be located so that they are readily accessible and not exposed to physical damage.

E. Panel locations shall be furnished with sufficient working space around panels to comply with the California Electrical Code.

F. Panels shall be securely fastened to the mounting surface by at least four points.

G. Unused openings in the cabinet shall be effectively closed.

H. Cabinets shall be grounded in accordance with Article 250 of the California Electrical Code, and manufacturer's recommendations.

I. Lugs shall be suitable and listed for installation with the conductor being connected.

J. Conductor lengths shall be maintained to a minimum within the wiring gutter space.

Conductors shall be long enough to reach the terminal location in a manner that avoids strain on the connecting lugs.

K. Maintain the required bending radius of conductors inside cabinets.

L. Clean cabinets of foreign material such as cement, plaster and paint.

M. Distribute and arrange conductors neatly in the wiring gutters.

N. Follow the manufacturer's torque values to tighten lugs.

O. Before energizing the panelboard, the following steps shall be taken:

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1. Retighten connections to the manufacturer's torque specifications. Verify that required connections have been furnished.

2. Remove shipping blocks from component devices and the panel interior.

3. Remove debris from panelboard interior.

P. Follow manufacturers' instructions for installation.

3.3 OPERATING/SERVICE MANUALS
A. Service and Operation Manuals:

1. Submit operation and service manuals. Complete manuals shall be bound in flexible binders and data shall be typewritten or drafted.

2. Provide a printed copy of the systems configuration as programmed, including system labeling codes, and passwords.

3. Provide an electronic copy on compact disk of the system configuration program.

4. Manuals shall include instructions necessary for proper operation and servicing of system and shall include complete wiring circuit diagrams of system, wiring destination schedules for circuits and replacement part numbers. Manuals shall include as -built cable Project site plot plans and floor plans indicating cables, both underground and in each building with conduit, and as -built coding used on cables. Programming forms of systems shall be submitted with complete information.

5. Record Drawings: Provide a copy on vellum of Project site and building drawings, indicating location of equipment, conduit and cable runs, and other pertinent information.

3.4 PROTECTION
A. Protect the Work of this section until Substantial Completion.

3.5 TESTING
A. Set-up, commissioning and testing of the lighting control system, and Owner instruction shall include:

1. Confirmation of operation of individual relays, switches, occupancy sensors and daylight sensors.

2. Operation of system's features under normal and emergency operations.

3. Before energizing check and demonstrate in the presence of the Project Inspector that cables and wire connections are free from short circuits, ground faults, and that there is continuity, and necessary insulation.

4. Confirm system operations and functionality.

5. Check system interface response to other systems such as fire alarm power system conditions.

6. Provide training to cover installation, maintenance, troubleshooting, programming, and repair and operation of the lighting control system.

3.6 INSTRUCTION PERIODS
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A. Before Substantial Completion, arrange and provide an eight hours Owner instruction period for designated personnel.

3.7 SPARE PARTS
A. Provide a minimum of five percent spare parts of each type of relay, sensors, switches, and peripheral devices.

3.8 CLEANUP
A. Remove rubbish, debris, and waste materials and legally dispose of off the Project site.

END OF SECTION 26 09 23
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SECTION 26 24 13

SWITCHBOARDS
PART 1 -GENERAL

1.01 SUMMARY
A. Section Includes: Main switchboard, including metering facilities required by the utility company.

B. Related Requirements:

1. Division 01 - General Requirements.

2. Section 03 30 00: Cast -In -Place Concrete.

3. Section 26 05 00: Common Work Results for Electrical.

4. Section 26 05 13: Basic Electrical Materials and Methods.

5. Section 26 05 26: Grounding and Bonding.

6. Section 26 05 19: Low -Voltage Wires (600 Volt AC).

C. Related Industry Standards: The most current version of the following industry standards.

1. ANSI/NEMA 250 — Enclosures for Electrical Equipment (1000 Volts Maximum).

2. California Electrical Code (CEC).

3. IEEE C57.12.28 — Standard for Pad -Mounted equipment Enclosure Integrity.

4. IEEE 551 - Recommended Practice for Calculating AC Short -Circuit Currents in Industrial and Commercial Power Systems.

5. IEEE 1584 — Performing Arc -Flash Hazard Calculations.

6. UL/ANSI 891 - Standard for Safety Switchboards.

1.02 SUBMITTALS
A. Provide in accordance with Division 01.

B. Shop Drawings:

1. Include a front elevation indicating dimensions and locations of equipment on switchboard, make, kind and size or capacity of equipment and bussing, location of each service conduit entering switchboard, barriers, nameplate inscriptions, finish, total weight and size of switchboard and locations and sizes of anchor bolts.

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C. Fault Current, Coordination and Arc -Flash Reports: the following reports shall be prepared using SKM Systems Analysis, ETAP Powering Success, EasyPower, or equal.

1. Provide a short-circuit and coordination report signed and stamp by a registered electrical engineer. Studies shall be in accordance with applicable IEEE guidelines. Submit two copies of each study for review prior to ordering and installing equipment.

2. Provide a system coordination study for main and branch circuit protective devices including transformers secondary protective devices. Study shall be recorded on log paper. The circuit protective devices shall be set based on the coordination study. A final written record of protective device settings shall be submitted to Architect and Engineer.

3. Provide a complete arch -flash report based on installed equipment, and feeders' sizes and lengths. Prepare the report in accordance with code requirements and IEEE 1584 standard. The report shall indicate trip times for protective device(s) settings, arcing fault current values, and incident energy and flash boundaries. The arc -flash report shall indicate clothing requirements for each piece of equipment.

4. Provide installation detail and seismic anchorage notes for switchboards.

D. Provide a connection schematic diagram.

1.03 SUBSTITUTIONS
A. Switchboards that deviate from these requirements shall not be accepted without written approval from OWNER'S Design Standards and Maintenance and Operations Technical Units. When deviating or proposing substitutions the following information shall be submitted:

1. Substitution request form substantiating reasons for the deviation and benefits to the OWNER.

2. Proposed substitutions requests shall provide proof of compliance with transformers characteristics indicated in this specifications section.

B. Documentation must comply with contract general provisions.

1.04 QUALITY ASSURANCE
A. Installation shall be performed by State approved/ certified electricians.

B. Switchboards shall be listed and approved for the intended application by Underwriter's Laboratories (UL), or other Nationally Recognized Testing Laboratory (NRTL), and in compliance with applicable industry standards and codes, including those mentioned under REFERENCES.

C. Provide labor, engineering, design, testing, supervision, material and equipment required.

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D. Equipment shall be new and high quality. Manufacturer shall have been continuously manufacturing distribution transformers for at least 10 years.

1.05 WARRANTY
A. Provide a one-year labor warranty.

B. Switchboards shall be warranted to be free from defects in materials and fabrication for a period of three years from the date of substantial completion.

C. Warranty period begins at project acceptance for beneficial occupancy.

D. Warranty exclusions for third party components is not acceptable.

PART2-PRODUCTS

2.01 SWITCHBOARDS
A. General Description: Switchboards shall be product of W.A. Benjamin Electric, Cutler, Hammer, General Electric, or equal, and shall conform to the following requirements:

1. Complete assembly, including steel framing and covers, bus system, and breaker mounting, shall satisfy applicable provisions of UL 891 and NEMA PB-2 and the California Electrical Code for low -voltage distribution switchboards. Switchboards shall be furnished with UL labels.

2. Switchboards shall be floor standing, dead front, dead rear, line bussed, front operated and connected, circuit -breaker type, unless otherwise indicated and shall contain equipment indicated and specified.

Switchboard shall be complete with pull, service, and distribution sections as required.

3. Required equipment shall be enclosed in fully interchangeable die formed steel sectional cabinets with top and bottom plates and required braces and gussets so that cabinets will be absolutely rigid, plumb and uniform in size.

Each cabinet shall be a separate and independent unit with assembly holes die -stamped or jig drilled; openings for interconnections shall be so placed that cabinet can be located in any position in assembly without drilling or cutting holes on job. Deliver switchboard to Project site in completely assembled sections and provide required assembly bolts and blanking plates. Front plates and doors shall be of not less than 12 gage furniture steel, completely removable, secured to cabinet with machine screws, with cup washers uniformly and symmetrically spaced. Provide hinged wire gutter covers for distribution sections. Equipment shall meet NEMA and UL standards.

4. Main circuit breaker or main fusible switch shall be as follows:
a. Main circuit breakers shall be automatic, one-piece molded -case, trip -free, common trip, quick -make, quick -break, thermal -magnetic with solid state trips, bolted to bus with frame size and trip ratings as indicated on drawings. Voltage, amperage ratings and number SWITCHBOARDS 26 24 13 -3

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of poles shall be as indicated on breakers. Main breaker shall provide a minimum short-circuit interrupting capacity as determined by utility company. Provide shunt -trip and integral ground fault devices, as indicated on drawings. Breakers shall be furnished with lockout provisions.
b. Main fusible switch 800 amps or larger ampacity shall be high pressure contact, stored energy, quick-make/quick-break operation, with current limiting fuses, as indicated on Drawings. Provide shunt -trip, and integral ground fault devices, as indicated on Drawings. Were required, switches shall be motor operated and be furnished with an electrical trip mechanism piloted by output of ground fault sensing circuitry. Switch shall be furnished with lockout provisions.

5. Feeder circuit breakers shall be automatic, one-piece molded -case, trip - free, common trip, quick -make, quick -break, thermal -magnetic or solid- state type bolted to bus, with handles clearly indicating tripped position.

Breakers shall be furnished with a single handle with no tie -bar. Voltage, amperage, and number of poles shall be as indicated on Drawings.

Breaker ratings shall be on handle or label. Breakers shall be furnished with lockout provisions approved by the State of California for padlocking and shall provide a minimum symmetrical short-circuit interrupting rating, as indicated on Drawings. Series rated circuit breaker combinations are not acceptable.

6. Fusible feeder switches shall be quick -make, quick -break, voltage rating and number of poles as indicated on Drawings, with visible blades and dual horsepower ratings. Switch handles shall physically indicate on and off positions. Switches shall be lockable only in off position and accept three industrial type heavy-duty padlocks master lock pro series 6121. Switch covers and handles shall be interlocked to prevent opening in on position.

Provide means to permit authorized personnel to release interlock for inspection purposes. Switches shall be equipped with Class R current limiting fuses or dual element fuse of size and capacity indicated on Drawings.

7. Utility metering provisions shall meet requirements of serving utility and shall be furnished with necessary fittings.

8. Provide switchboard silver-plated copper bus bars of same capacity as main breaker, or as indicated on Drawings, between current transformer and main section and distribution sections; also, full height of breaker space in distribution portions. Copper bus shall have current density of 1000A per square inch of cross section. Bus structure shall be free -fitted and shall have sufficient strength to withstand short-circuit as indicated on drawings. Connections shall be securely bolted together with corrosion - resistant plated carbon steel, minimum grade five machine screws secured with constant pressure -type locking devices. Bus bar bracing shall be designed to withstand maximum available short-circuit current.

Connections for cables to circuit breakers, switches and motor control devices shall be heavy-duty mechanical pressure type terminal lugs.

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Provide service cable lugs as required by utility company. Cables and internal wiring shall be supported with suitable cleats.

9. Switchboard distribution sections shall be furnished with full height bussing.

Unused spaces shall be provided with blank covers. Switchboards, as complete units, shall be given single short-circuit current ratings by manufacturer. Such ratings shall be established by actual tests by manufacturer, in accordance with UL specifications, on equipment constructed similarly to the furnished switchboard.

10. Provide a large nameplate identifying switchboard, indicating service voltage, originating power source, function and current rating. Nameplate shall be furnished with 3/16 -inch engraved black letters on white background. Name plate shall be mechanically fastened to switchboard.

11. Provide labels for circuit breakers, disconnect switches, and or other disconnecting means in switchboards. Labels shall be a P -Touch type or equal, with a minimum width of 3/8 inch with black letters on white background. Label shall indicate name of load served, name or room number and if in different building, name of building. If equipment is installed in same room as source, label should indicate source name and "in this room".

12. Paint cabinets, framework and plates inside and out with one coat of rust - resistant metal primer and one coat of gray enamel, baked on, or lacquer sprayed on.

13. Manufacture boards according to reviewed Shop Drawings. Switchboard shall meet requirements of legally constituted authorities having jurisdiction, and respective serving utility.

14. Switchboards installed outdoors shall be weatherproof NEMA Type 3R enclosure. Enclosure construction shall be formed of code gage galvanized steel with ANSI No. 61 gray enamel finish. Heavy-duty, three- point latching, vault type door handles with padlocking provisions shall be furnished on doors. Padlocks shall be furnished keyed to master lock pro series 6121. Switchboards installed outdoors shall be specifically required to maintain service during extreme outdoor ambient temperatures of a minimum of 150 degrees Fahrenheit in NEMA Type 3R enclosures.

15. For grounded wye electrical service switchboards rated more than 150 volts, to ground and 1,000 amperes or more, provide ground fault protection for main protective device. Ground fault protection shall be UL listed, with ground sensor encircling phase conductors and neutral conductors integral with the main protective device. Provide testing of ground fault protection system by an independent recognized testing laboratory. Testing lab shall provide necessary testing equipment at the Project site and perform a certified test on ground protection system in presence of the Project Inspector. The ground fault setting shall be selected to coordinate with downstream circuit protective devices. Verify that the system neutral is grounded at the service entrance switchboard only, except neutrals of step-down distribution transformers. For branch SWITCHBOARDS 26 24 13 - 5

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circuit protective devices, rated 800 amps or more, provide ground fault protection where shown on the drawings, or as described above, for main protective device. Coordinate settings with main protective device ground fault protection.

16. In main and distribution switchboards provide a multifunctional digital meter with true RMS measured Amperes (each phase and neutral) Volts (line -to - line and line -to -neutral), Power Factor, Frequency, VA, VAR, Watts, KWH, KVARH, KVAH, voltage/current unbalance, and demand metering: W, VAR, Amperes, VA. Meter to have a front mounted RS232 port to allow programming and meter values via laptop computer and supplied software.

The meter shall be GE Multiline PQMII with BACnet translator capabilities; equal or better meters will be acceptable with District's approval only.

Contractor shall supply the metering software and electronic key to owner.

17. Connections to bussing shall be securely bolted together with corrosion - resistant plated carbon steel, minimum grade five machine screws secured with constant pressure -type locking devices.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Switchboards shall be located so that they are readily accessible and not exposed to physical damage.

E. Switchboard locations shall provide sufficient working space around the switchboard to comply with the California Electrical Code.

F. Switchboards shall be securely fastened to the mounting surface.

G. Switchboard cabinets shall be grounded as specified in Article 250 of the California Electrical Code.

H. Conduits shall be installed so as to prevent moisture or water from entering and accumulating within the enclosure.

I. Lugs shall be suitable and as required for installation with the conductor being connected.

J. Conductor lengths shall be maintained to a minimum within the wiring gutter space.

Conductors shall be long enough to reach the terminal location in a manner that avoids strain on the connecting lugs.

K. Maintain the required bending radius of conductors inside the cabinet.

L. Distribute and arrange conductors neatly in the wiring gutters.

M. Tightening the wire lugs or conductor connections shall be performed in the presence of the Project Inspector. Torque values shall be those recommended by manufacturer.

N. Remove shipping blocks from component devices.

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O. Manually exercise circuit breakers to verify they operate freely.

P. Remove debris from switchboard interior.

Q. Follow manufacturer's instructions for installation.

R. Furnish one spare fuse for each fusible switch installed. Spare fuses shall be of the same type and rated as those installed.

S. Do not install in highly corrosive environments such as pool equipment, boiler, chemical and corrosive materials storage rooms, and similar areas. When equipment is installed in such areas, it shall be labeled and listed for the application.

T. Switchboard equipment and system components shall be free from short circuits and grounds, other than required grounds. The contractor shall be responsible for the testing of bolted electrical connections, and perform insulation resistance tests on each bus section, phase -to -phase and phase -to -ground for one minute in accordance with requirements stated in NETA-ATS 2007 table 100.1. Test shall be performed in the following manner:

1. Utilize the services of an approved independent testing laboratory to perform megger time -resistance insulation testing of bussing, circuit breakers and/or fused switches. The fused switches shall be equipped with fuses or temporary jumpers in place of fuses. Breaker and fused switches shall be tested in the closed position. No wiring shall be connected to the line or load side of the switchgear during testing.
a. Provide calibration program records to assure the testing instruments to be within rated accuracy. The test equipment accuracy shall be in accord with the requirements stated by the National Institute of Standards and Technology (NIST).
b. Test equipment shall be provided with a label stating the date of last calibration. As a minimum the equipment shall have been calibrated within the past 12 months.
c. Test reports shall include the following:
1) Identification of the testing organization.
2) Equipment identification.
3) Ambient conditions.
4) Identification of the testing technician.
5) Summary of project.
6) Description of equipment being tested.
7) Description of tests.
8) Test results.

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9) Analysis, interpretation and recommendations.

1. Perform tests in the presence of the Project Inspector.

2. During testing, provisions shall be made to prevent damage to solid state components, or electronic equipment such as TVSS equipment that may be tied onto switchboard bussing.

3. Test results shall meet manufacturer's recommendations or NETA ATS- 2007 recommendations, whichever is more stringent.

3.02 PADS AND ANCHORING
A. Where free-standing equipment is installed at exterior locations or in locations below grade, concrete pads shall be provided as specified in Section 03 3000:

Cast -In -Place Concrete.

B. Where a utility meter is installed in a switchboard, concrete pad shall extend three feet from face of switchboard door or board, whichever is greater. Concrete pad installation shall comply with electric utility company requirements.

C. Anchor bolts for freestanding equipment shall meet CBC Seismic Zone 4 design requirements, and manufacturer's installation recommendations. The more stringent requirements will be enforced.

D. Project Record Documents: Provide project record drawings of switchboards as installed, indicating main and branch circuit ratings, circuit numbers and part numbers.

E. For ground fault relays and sensors, the following information shall be provided:

1. Certified Calibration and Acceptance Test.

2. Installation Instructions.

3. Operating Instructions.

4. Maintenance Instructions.

5. Replacement Parts List.

6. Final Test Report.

F. Test information shall be submitted to the Architect. Nameplates may be fabricated of engraved laminated plastic or etched metal and shall be permanently attached with escutcheon pins or screws.

3.03 PROTECTION
A. Protect the Work of this section until Substantial Completion.

3.04 CLEANUP
A. Remove rubbish, debris, and waste materials and legally dispose of off Project site.

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END OF SECTION 26 24 13
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SECTION 26 27 26

WIRING DEVICES
PART 1 GENERAL

1.1 SUMMARY
A. This section includes labor, materials and equipment necessary to complete the installation required for the item specified under this Division, including but not limited to:

1. Wall Switches

2. Wall Dimmers

3. Receptacles

4. Cover plates

1.2 REFERENCES
A. Comply with the latest edition of the following applicable specifications and standards except as otherwise shown or specified.

1. NEMA WD 1- General Purpose Wiring Devices

2. NEMA WD 5- Specific -Purpose Wiring Devices

3. NEMA WD 6- Wiring Device Configurations

4. WS -896-E - Federal Specification

5. WC -596-F - Federal Specification

6. UL 498 - Attachment Plugs and Receptacles

7. UL 514A - Metallic Outlet Boxes

8. UL 943 - Ground -Fault Circuit -Interrupters, Safety Standard

9. UL 1449 - Transient Voltage Surge Suppressors

1.3 SUBMITTALS
A. Submit in accordance with the requirements of Division 01 and Section 26 05 02, Common Work Results for Electrical, the following items:

1. Data/catalog cuts for each product and component specified herein, listing all physical and electrical characteristics and ratings indicating compliance with all listed standards.
a. Clearly mark on each data sheet the specific item(s) being submitted and the proposed application.
b. Reference catalog cuts to the applicable specification article.

2. Provide list of available color finishes/samples for Engineer to select from.

3. Submit manufacturer's installation instructions.

4. Submit one sample of each type of device and cover plate.

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5. Where engraved device cover plates are noted on the drawings or in the specifications, conform to the requirements of Section 26 05 54.

B. Field Quality Control Test Reports.

1.4 QUALITY ASSURANCE
A. All materials, equipment and parts comprising the units specified herein shall be new.

PART 2 PRODUCTS

2.1 GENERAL
A. All devices shall conform to National Electrical Manufacturer's Association (NEMA) standards and shall be Underwriters Laboratories, Inc., (UL) listed and labeled and shall be "Specification Grade" Industrial/heavy-duty type, meeting the requirements of Federal Specification WC -596-F for receptacle, and meeting the requirements of Federal Specification WS -896-E, for switches.

B. All devices shall be of the same manufacturer, where applicable.

C. Color:

1. Devices on normal power shall be white unless otherwise noted.

2. Devices on emergency power shall be red.

2.2 WALL SWITCHES
A. Standards: Provide general-purpose 120/277 VAC switches that conform to NEMA WD -1 specifications.

B. Toggle Switches

1. Provide 20A, 120-277V AC, extra heavy-duty industrial grade toggle type switches with ground screw.

2. The switch shall be quiet type with silver alloy contacts, abuse resistant handle, back and side wired with totally enclosed case.

3. Single Pole Switches: Hubbell #HBL-1221 series or equal.

4. Three-way Switches: Hubbell #HBL-1223 series or equal.

5. Illuminated (lighted handle w/load off): Hubbell #HBL-1221-IL series or equal.

C. Rocker Switches

1. Provide 20A, 120-277V AC, specification grade rocker type decorator style switches with ground screw.

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2. The switch shall be quiet type with silver alloy contacts, back and side wired with totally enclosed case.

3. Single Pole Switches: Hubbell #DS120 series or equal.

4. Three-way Switches: Hubbell #DS320 series or equal.

5. Illuminated (lighted handle w/load off): Hubbell #DS120IL series or equal.

2.3 RECEPTACLES
A. Standards

1. Provide general purpose 20 ampere, 125 VAC receptacles that conform to NEMA WD -1 specifications. Specialty receptacles shall conform to NEMA WD -5 specifications as applicable.

2. Provide NEMA 5-20R, specification grade as noted herein, 20 Amp, 125 VAC, 2 pole, 3 wire grounding type receptacles.

B. General Purpose Duplex Receptacles

1. Provide 20A, 125V AC, extra heavy-duty specification grade 2 -pole, 3 -wire grounding type receptacles.

2. Receptacles shall be self -grounding, back wired grounding with binding head staked terminal screws.

3. Receptacles shall have a deep treaded brass center rivet to hold cover plates without rotating or stripping.

4. The grounding contact shall be one-piece brass and internally connected to the frame with ground terminal for external ground.

5. Duplex Receptacles: Hubbell #HBL 5362 series or equal.

6. Duplex Receptacles: Hubbell #HBL 5361 series or equal.

C. Ground Fault Circuit Interrupting (GFCI) Receptacles

1. Provide 20A, 125V AC, heavy-duty commercial grade 2 -pole, 3 -wire grounding GFCI receptacles.

2. The GFCI receptacles shall be in conformance with UL 943 and equipped with integral solid-state sensing and signaling circuitry capable of detecting and interrupting a maximum 5 milli -amp line -to -ground fault current in approximately 0.025 second.

3. The GFCI receptacles shall be in conformance with UL 943 self -test monitoring requirements that apply to all permanently installed GFCI products
a. A power denial feature shall be included to disconnect power to the receptacle if critical components are damaged and GFCI protection is lost.
b. The GFCI receptacles shall include a solid green LED to indicate power to the face, a solid red LED for a tripped condition and a flashing red LED to indicate end of life when the unit should be replaced.

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4. Device shall provide ground fault indicator, no power to face if reverse wired. Shall be equipped with trip indication, manual reset and test mechanisms.

5. GFCI Receptacles: Hubbell #GFRST20 series or equal.

D. Decorator Type Duplex Receptacles

1. Provide 20A, 125V AC, extra heavy-duty 2 -pole, 3 -wire grounding type receptacles.

2. Receptacles shall be self -grounding, back wired grounding with binding head staked terminal screws.

3. Duplex Receptacles: The receptacle shall be Hubbell "Style Line Decorator" type, Hubbell #HBL 2162 series or equal.

E. Controlled (Switched) Receptacles

1. Provide 20A, 125V AC, specification grade 2 -pole, 3 -wire grounding receptacles permanently marked "Controlled".

2. The Controlled receptacles shall be in compliance with NEC (marked with required symbol) as required and listed for use with automatic control systems.

3. The entire receptacle shall be controlled. Half controlled receptacles are not acceptable.

4. The Receptacles shall be Hubbell "Style Line Decorator" type Cat #DR20C2 series or equal.

F. USB Charging Receptacles

1. Provide 20A, 125V AC, specification grade 2 -pole, 3 -wire grounding receptacles with USB charger combination type A & C ports.

2. The USB charger outlet shall consist of (1) type A and (1) type C port configurations with high power 5 Amps, 5 Volt USB output.

3. The USB ports shall be heavy-duty stainless/steel, rated for 10,000 cycles - cord insertions and removals.

4. The USB ports shall be compliant with USB BC1.2 battery charging and

3.0 power delivery. Compatible with USB 2.0, 3.0, and 3.1.

5. USB Charging Receptacles: Hubbell # HBL-USB20AC5 series or equal.

G. Special purpose receptacles: Provide specification grade devices with the NEMA configuration, voltage, and current rating, number of poles and ground provisions as noted on the Drawings.

H. Receptacle Colors

1. Non- Controlled (non -switched) receptacles on normal power shall be white, unless otherwise noted.

2. Controlled (switched) receptacles on normal power shall be white and factory marked "Controlled" unless specifically noted on drawings to provide different color.

3. Receptacles on emergency circuits shall be red.

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2.4 COVERPLATES
A. General

1. Provide all cover plates with rounded edges and corners, smooth and free of grooves, embossing or other embellishment.

2. Provide mounting screws to match the plate finish.

3. Provide gang type cover plates where two or more devices are installed at one location. Individual gangable cover plates are not acceptable.

4. Provide plates of one design, throughout the project unless otherwise specified.

5. Use screwless wall plates that have no visible hardware; the front plate securely snaps into the alignment adapter plate for all wall dimmers, switches (with or without sensors) in all offices, conference rooms, suites and similar type of areas. The wall plates shall be Lutron Claro series, white finish unless otherwise noted.

B. Metal Cover Plates

1. Provide smooth, stainless steel plates, American Iron and Steel Institute (AISI) Type 302, 0.040" thick with satin smooth finish

2. A removable plastic film shall protect cover plates during installation.

Remove film at time of final acceptance.

3. Provide gang type cover plates where two or more devices are installed at one location.

4. Stainless steel plates: Hubbell #S series.

C. Nylon Cover Plates

1. Provide standard size, smooth, high -impact, non-conductive nylon plates with curved corners and captive screws.

2. Provide gang type cover plates where two or more devices are installed at one location.

3. Nylon plates: Hubbell #NP series.

D. Weatherproof Cover Plates

1. Standard
a. Provide weatherproof covers for each GFCI receptacle. Covers shall be gasketed, spring loaded, self -closing and suitable for use in damp and wet locations as described in UL 514 and CEC 406. b. The base plates, covers, hinge pins, spring and screws shall be all corrosion resistant die cast aluminum.
c. Vertical position covers: Hubbell #WP26 series.
d. Horizontal position covers: Hubbell #CWP26H series. (use in public areas)

2. While in use covers:

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a. Provide weatherproof while -in -use covers for each GFCI receptacle. Covers shall be gasketed, spring loaded, vertically self - closing, suitable for use in damp and wet locations while a plug is inserted into the receptacle as described in CEC 406.8. b. While -in -use covers: Pass & Seymour #WIUC10 series.

E. Material / Finish

1. Provide stainless steel cover plates in all areas unless otherwise noted on drawings.

2. Provide high -impact nylon (non -breakable) cover plates in areas specified on drawings or as directed by Engineer. The default color shall be white, except for certain areas identified by Engineer that the color should match the wall paint/finish (I.e. at wood wall covering, and etc.).

PART 3 EXECUTION

3.1 EXAMINATION
A. Thoroughly examine site conditions for acceptance of wiring device installation to verify conformance with manufacturer and specification tolerances. Do not commence with installation until all conditions are made satisfactory.

3.2 PREPARATION
A. Coordinate device heights in suites, press level, vending, kitchen and utility areas with benches and counters.

B. Coordinate switch mounting location with Engineer details. Unless otherwise noted, locate switches on latch side of door.

C. Refer to Section 26 05 54 - Identification for Electrical Systems, for labeling of plates.

3.3 INSTALLATION
A. Install wiring devices in accordance with manufacturer's written instructions, as shown on the drawings and as specified herein.

B. Install devices with the vertical centerline plumb and with all edges of the device flush against the adjacent wall surfaces.

C. The grounding slot for all receptacles vertically mounted shall be on top. The grounding slot for all receptacles horizontally mounted shall be to the left.

D. Mounting Heights:

1. Mount switches at 42" above finished floor unless otherwise noted.

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2. Mount above counter receptacles at 42" above finished floor unless otherwise noted or indicated on Engineer drawings (sections and elevations). Also refer to Engineer drawings for the mounting orientation of devices (Vertical or Horizontal).

3. Mount receptacles vertically with the centerline 18" above finished floor, except where indicated otherwise on drawings or specifications.

4. Mount GFCI receptacles above counters in bathrooms and at counters within 6'-0" of sinks, whether indicated as GFCI type or not.

E. Ganged switches on 277 -volt circuits shall have a barrier between each switch.

F. In areas where different type or size of devices are installed next to a switch or receptacle outlet, the mounting elevations shall be adjusted in order to have a uniform height to the top of cover plate for these devices and adjacent switch or receptacle.

G. Wall Plates:

1. Cover plates shall have the circuit numbers and source feed point labeled on front of the cover plate by using P -touch Labels. See Section 26 05 54 - Identification for Electrical Systems for labeling.

2. Provide labeling for all lock switches, pilot switches, switches from which equipment or circuit controlled cannot be readily seen, three or more switches under a common plate and for switches as indicated.

3. Provide labeling for all switches, where circuits controlled cannot be readily seen, three or more switches under a common plate.

4. Provide wall plates for all outlet boxes, switches, receptacles, etc.

5. Provide cover plates that completely cover wall opening and seat against wall.

6. Install blank cover plates on all outlet boxes in which no device is required or installed.

H. Refer to Section 26 05 54 - Identification for Electrical Systems for all device and plate color requirements.

I. California Electrical Code (CEC) sized (#12 minimum) bonding jumper shall connect grounded outlet box to receptacle grounding terminal on all flush mounted units.

J. Refer to Section 26 05 54 - Identification for Electrical Systems for the labels and labeling (i.e. panel and circuit number, etc.) requirements.

3.4 FIELD QUALITY CONTROL
A. Electrical testing:

1. Test proper polarity of all receptacles.

2. Test ground continuity of all wiring devices.

3. Test ground fault interrupting device operation.

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B. Visual and mechanical inspection:

1. Check proper operation of all switches.

2. Visually inspect and replace damaged or defective devices.

3.5 CLEANING
A. Clean interior of all boxes from dirt and paint prior to installation of devices.

B. Clean wiring devices and cover plates from dirt and paint over spray.

END OF SECTION 26 27 26
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SECTION 26 28 23

CIRCUIT BREAKERS
PART 1 GENERAL

1.1 SUMMARY
A. This section includes labor, materials and equipment necessary to complete the installation required for the item specified under this Division, including but not limited to:

1. Circuit Breakers used in Unit Substations, Switchboards, and panelboards

2. Individually enclosed Circuit Breakers

1.2 REFERENCES
A. Comply with the latest edition of the following applicable specifications and standards except as otherwise shown or specified.

1. ANSI - Low Voltage Power circuit breakers

2. ANSI -C37.16 - Preferred Ratings

3. ANSI -C37.17 - Trip Devices

4. ANSI -C37.50 - Test Procedures

5. NEMA AB 1 - Molded Case Circuit Breakers

6. NEMA AB 3 - Molded Case Circuit Breakers Applications

7. NEMA SG -3 - Low Voltage Power Circuit Breakers

8. NFPA 70 - California Electrical Code (CEC)

9. NECA - National Electrical Contractors Association's Standard of Installation

10. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems.

11. UL 489 - Molded Case Circuit Breakers

12. UL 891 - Breakers for Switchboard Applications

13. UL 1066 - Low Voltage Power Circuit Breakers

1.3 SUBMITTALS
A. Submit in accordance with the requirements of Division 01 and Section 26 05 02, Common Work Results for Electrical, the following items:

1. Data/catalog cuts for each product and component specified herein, listing all physical and electrical characteristics and ratings indicating compliance with all listed standards
a. Clearly mark on each data sheet the specific item(s) being submitted and the proposed application

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b. Provide circuit breaker trip units, time current curves, dimensions

2. Submit manufacturer's installation instructions

3. Complete bill of material listing all components

4. Operation and Maintenance manuals

5. Factory and field-test reports

6. Warranty

1.4 QUALITY ASSURANCE
A. All materials, equipment and parts comprising the units specified herein shall be new.

B. Contractor shall pay for the services of a qualified testing agency to perform the specified tests. The Contractor shall notify the City of Beaumont at least five (5) working days in advance of performance of work requiring testing.

1. The testing agency shall be a member of International Electrical Testing Association and specializing in testing products specified in this section with minimum five years of documented experience.

2. The Contractor shall provide all material required for testing.

C. Perform work in accordance with NECA Standard of Installation.

1.5 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum ten years documented experience.

1.6 WARRANTY
A. Equipment and components offered under this Section shall be covered by 2 -year parts and labor warranty for malfunctions resulting from defects in materials and workmanship.

B. Warranty shall begin upon acceptance by the City of Beaumont. Refer to Division 01 for the definition of Acceptance.

PART 2 PRODUCTS

2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, provide products from one of the following:

1. Eaton

2. Square D

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3. General Electric

4. Or equal

2.2 GENERAL
A. All overcurrent protective devices shall be insulated -case or molded -case thermal - magnetic circuit breakers as required.

B. All breakers shall be equipped with adjustable magnetic trip setting for circuit - breaker frame sizes 250A and larger.

C. Provide Ground Fault protection function for all circuit breakers over 1000A connected to 277/480V, 3 -phase, 4 -wire systems as required.

D. All circuit breakers with 600A frame and larger shall be 100% rated and equipped with microprocessor -based RMS sensing trip units field -replaceable rating plug and the field -adjustable (Instantaneous trip, L & S time pickup, L & S time adjustments, GF pickup level, time delay and I2t response) settings, except the following:

1. All circuit breakers on Emergency circuit and with 200A and smaller trip size shall be furnished with 225A frame, 80% rated, and microprocessor - based RMS sensing trip units.

2. All circuit breakers on Emergency circuit and with 350A and smaller trip size shall be furnished with 400A frame, 80% rated, and microprocessor - based RMS sensing trip units.

E. The frame size for all circuit breakers shall be at least 10% larger than the breaker trip rating indicated on drawings, unless otherwise indicated on drawings.

F. The breaker terminals shall be rated for 75°C minimum.

2.3 MOLDED CASE CIRCUIT BREAKERS - 1200A and below
A. Protective devices shall be molded case circuit breakers with inverse time and instantaneous tripping characteristics and shall be manufactured by Eaton or approved equal.

B. Circuit breakers shall be operated by a toggle -type handle and shall have a quick - make, quick -break over -center switching mechanism that is mechanically trip -free.

Automatic tripping of the breaker shall be clearly indicated by the handle position.

Contacts shall be non -welding silver alloy and arc extinction shall be accomplished by means of DE -ION arc chutes. A push -to -trip button on the front of the circuit breaker shall provide a local manual means to exercise the trip mechanism.

C. Circuit breakers shall have a minimum symmetrical interrupting capacity as indicated on the drawings or elsewhere in specifications. All breakers shall be fully rated and series rating is not acceptable.

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D. Circuit Breaker: NEMA AB1, bolt -on type circuit breaker with trip sensor in each pole.

E. Circuit breakers 400A frame and below shall have thermal -magnetic trip units and inverse time -current characteristics.

F. Circuit breakers 600A through 1200A frame shall have microprocessor -based rms sensing trip units.

G. Ground fault protection shall be provided where indicated.

H. All 1200A and frame breakers regardless of trip setting, shall be equipped with Arc Reduction Maintenance mode switch (ARMs) to reduce the Arc Flash energy downstream from breaker. The ARMs shall be integral to the breaker trip unit with indicating light to remind maintenance personnel that breaker is in the maintenance mode. The ARMs shall have multiple high-speed instantaneous settings to avoid inrush nuisance tripping with settings defined per Short-circuit, Coordination and Arc Flash studies.

2.4 TRIP UNITS
A. All insulated case circuit breakers shall be equipped with G.E. RMS 1150+ unit with advanced protection, metering, LED display and remote communications.

1. Provide all G.E. 1150+ trip units with ARMs Technology arc flash reduction accessory. The ARMs shall allow the operator to enable a maintenance mode with a preset accelerated instantaneous override trip to reduce arc flash energy.

B. All Molded cases circuit breakers with electronic trip units shall be furnished with G.E. RMS 310+Field-Adjustable Trip Circuit Breaker: Provide circuit breakers with frame sizes 800 amperes and larger with mechanism for adjusting long time continuous current setting for automatic operation.

C. Field -Changeable Ampere Rating Circuit Breaker: Provide circuit breakers with frame size 400 amperes and larger with changeable trip units.

D. Insulated case circuit breakers shall have metering capability with a display for voltage, current, power and energy readings. Metering capability to interface and report as part of electronic monitoring system.

2.5 OPTIONS AND FEATURES
A. Provide accessories as indicated, to NEMA AB1.

B. Shunt Trip Device: 120 volts.

C. Handle Lock: Include provisions for padlocking.

D. Provide mechanical trip device.

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E. Provide Products suitable for use as service entrance equipment where so applied.

2.6 ENCLOSURE
A. Enclosure: NEMA AB1, Type or as suitable for use where indicated.

B. Fabricate enclosure from steel.

C. Finish using manufacturers standard enamel finish, gray color.

PART 3 EXECUTION

3.1 INSTALLATION
A. Install enclosed circuit breakers where indicated, in accordance with manufacturer's instructions.

B. Provide engraved plastic nameplates under the provisions of Section 26 05 54 - Electrical Identification.

3.2 FIELD QUALITY CONTROL
A. Field inspection and testing shall be performed under provisions of Section 26 08 10 - Testing of Electrical Systems and requirements stated in other related sections where breakers are used.

B. Inspect and test each circuit breaker to appropriate NEMA and NETA standards and guidelines
C. Inspect each circuit breaker visually.

D. Perform several mechanical ON -OFF operations on each circuit breaker.

3.3 FIELD ADJUSTMENTS
A. The Contractors shall perform field adjustments of the protective devices as required to place the equipment in final operating condition. The settings shall be in accordance with the approved Overcurrent Protective Device Coordination Study per specification Section 26 05 73.

B. Necessary field settings of devices, adjustments and minor modifications to equipment to accomplish conformance with the approved Overcurrent Protective Device Coordination Study per specification Section 26 05 73, shall be carried out by the Contractor at no additional.

3.4 TRAINING

CIRCUIT BREAKERS
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A. Any training related to the operation and maintenance of Circuit Breakers and related accessories shall be included and conducted as part of the training for all equipment described in each individual specification sections with Circuit Breakers.

3.5 COMMISSIONING
A. Refer to contract documents related to the commissioning for any activities required to Commission the electrical system.

END OF SECTION 26 28 23

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SECTION 26 50 10

SOLID STATE (LED) LIGHTING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: LED Luminaires, LED modules, drivers, wiring, and lighting controls.

B. Related Requirements:

1. Division 01 - General Requirements.

2. Section 26 0500: Common Work Results for Electrical.

3. Section 26 0513: Basic Electrical Materials and Methods.

4. Section 26 0526: Grounding and Bonding.

5. Section 26 0519: Low -Voltage Wires (<600 Volt AC).

6. Section 26 0923: Lighting Controls Systems.

7. Section 26 5200: - Emergency Power Systems.

8. Section 32 1313 - Site Concrete Work.

1.2 REFERENCES
A. American National Standards Institute/American National Standard Lighting Group ANSI/ANSLG - C78.377-2008 Specifications for the Chromaticity of Solid -State Lighting Products.

B. American National Standards Institute/American National Standard Lighting Group ANSI/ANSLG - C82.77-2002 Harmonics Emission Limits.

C. Federal Communication Commission (FCC) 47 CFR Part 15 — Radio Frequency Devices.

D. Illuminating Engineering Society of North America (IESNA) LM -79-, LM -80-15, and TM -

21. E. National Electrical Manufacturers Association (NEMA) SSL-1-2010 Electronic Drivers for LED Devices, Arrays, or Systems.

F. SSL-3-2010 Solid State Lighting High Power LED Binning for General Illumination.

G. SSL-4-2012 Solid State Lighting Retrofit Lamps.

H. National Fire Protection Association (NFPA) NEC -70-2011 I. Underwriters Laboratories (UL) 8750 -Light Emitting Diode (LED) Equipment for Use in Lighting Products.

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J. Underwriters Laboratories (UL) 1598C- Light Emitting Diode (LED) Retrofit Luminaire Conversion Kits.

1.3 SUBMITTALS
A. List of Materials: Submit a complete list of proposed materials.

B. Shop Drawings: Provide detailed and dimensioned Shop Drawings indicating kind, weight and thickness of materials, method of fitting and fastening parts together, location and number of sockets, size of lamps, and complete details of method of fitting suspension and fastening luminaires in place. Provide wiring diagrams for lighting control equipment. Drawings shall contain sufficient information to assemble and install equipment at the Project site without further instructions.

C. Prior to start of construction; provide photometric calculations with graphic of lighting foot-candle levels at work plane, ceiling and walls. Calculations shall comply with IESNA recommendations.

D. Installation Instructions: Submit manufacturer's written installation instructions for luminaires and accessories.

1.4 SUBSTITUTIONS
A. Luminaires that deviate from these requirements shall not be accepted without written approval from OWNER'S Design Standards Section and Maintenance and Operations Technical Unit. When deviating or substituting luminaires, the following information shall be submitted:

1. Substitution request form substantiating reasons and benefits to OWNER.

2. OWNER'S approval shall be obtained for any equipment or materials substitutions. Proposed substitutions requests shall provide proof of compliance with OWNER'S LED Luminaires Evaluation Requirements found at the following electronic address:

B. Substitutions: Submittals must comply with contract general provisions.

1.5 QUALITY ASSURANCE
A. Design of lighting luminaires, accessories, supports, and method of luminaire installation shall comply with requirements for earthquake -resistant construction of the State of California.

B. Provide suspension points at no more than two feet from luminaire ends. Spacing between supports shall not exceed eight feet.

C. Components and luminaires shall be listed and approved for the intended application by Underwriter's Laboratories (UL), or other Nationally Recognized Testing Laboratory (NRTL), and in compliance with applicable industry standards and codes, including those mentioned under article 1.02 — References.

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1.6 WARRANTEE
A. Provide a one-year labor warranty.

B. Provide material warranty as specified:

1. LED modules: five years minimum.

2. Drivers: five years minimum.

3. Lighting Pole (Standards): five year minimum.

C. Warranty period begins at substantial completion or project acceptance for beneficial occupancy.

D. CONTRACTOR shall warranty Luminaires, including drivers, LED modules and ancillary components via a single warranty source. Multiple warranty sources are not acceptable.

PART 2 - PRODUCTS

2.1 MATERIAL AND FABRICATION
A. Lighting luminaires shall be the type indicated on Drawings and as specified.

Luminaires of same type shall be of one manufacturer.

B. Specific manufacturer and model number references are indicated as a standard of performance and quality; other manufacturers' models may be submitted for review, provided the product meets or exceeds the specifications and substantially complies with OWNER'S LED Luminaires Evaluation Requirements Form.

C. Conductors that pass over edges or through metal opening(s) shall be secured from contacting the edges or be protected from cutting and abrasion. This requirement shall be met through one of the following:

1. Rolling the edge of the metal not less than 120 degrees.

2. A bushing or grommet of a material other than rubber at least 1.2 mm (0.047") thick.

3. Glass sleeving at least 0.025 mm (0.010") thick.

D. Lighting luminaires shall meet the following requirements:

1. Industry standards as indicated under REFERENCES Article.

2. Luminaire shall be from a manufacturer who has been in the business of manufacturing LED lighting luminaires for interior and exterior applications for a minimum of 5 years.

3. Luminaires shall comply with the California Health and Safety Code requirements for products containing substances identified in the California Lighting Efficiency and Toxics Reduction Act, or be in compliance with the European Restriction of Hazardous Substances (RoHS), whichever is more stringent.

4. Luminaires shall be baked -on enamel or powder -coated, unless otherwise specified in this section.

5. The luminaire(s) lens, including end caps shall be 0.187 nominal thickness.

6. Drivers shall be easily accessible without the use of special tools.

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7. Wiring cavity shall be field accessible for service or repairs.

8. Luminaires shall be capable of being operated by standard motion/ vacancy sensors, daylight sensors, and dimmers.

9. Luminaires shall be provided with a manufacturer's stencil or permanent legible sticker that states manufacturer business information and date of delivery.

10. Temperature rating; -20 degrees Celsius minimum starting temperature.

Luminaire accessories including LEDs and drivers shall be able to withstand temperatures in excess of 110 Fahrenheit degrees.

11. Color Rendering Index (CRI):
a. Interior Applications: +82 CRI.
b. Exterior Applications: +70 CRI

12. Power factor: Greater than 0.9 at 120V and 277V.

13. Total Harmonic Distortion: Less than 20% at 120V and 277V.

14. Color Correlated Temperature: 4000K minimum ± 275K degrees.

15. LEDs and driver's life expectancy: 50,000 minimum projected hours at 6,000 hours testing for both LEDs and drivers.

16. Luminaires in contact with insulation materials shall be IC rated.

2.2 DRIVERS AND LED MODULES
A. Drivers:

1. Approved Drivers Manufacturers:
a. Osram — Optotronic.
b. Philips — Advance and Xitanium.
c. Universal Lighting Technologies — Everline.
d. General Electric — Lightech.
e. Thomas Research Products
f. Kenall — Low Profile LED Driver
g. EIdoLED
h. Others only if approved by Torrance Airport M&O Technical Services and Design Standards units.

2. Driver Type and Characteristics:
a. Comply with the state of California Health and Safety Code requirements for products containing substances identified in the California Lighting Efficiency and Toxics Reduction Act, or be RoHS compliant, whichever is more stringent.
b. Dimming for 0-10 volt DC control circuits. Drivers shall be specifically compatible with the lighting control system being provided. c. Comply with applicable state, federal, and industry standards listed under References article.
d. Wattage as stated in Luminaire's LM -79 test report. e. Driver performance requirements:

DRIVERS PERFORMANCE CHARACTERISTICS
No.

Characteristic
Minimum Requirements
1 Input Voltage range
120V, 277V

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2 Input Overvoltage
320 VAC for 48 hours, 350 VAC
for 2 hours.
3 Frequency
50/60 Hz Nominal
4 Power factor

0.95 Minimum
5 Inrush Current
Less than 30 amps @ 120V,
Less than 70A @ 277V
6 Input Current Range
54A @ 120V, 23A @ 277V
7 Output Current
1670 mA Maximum
8 Maximum Power
65 Watts
9 Total Harmonic Distortion
Less than 20%
10 Leakage Current
Less than 500 mA
11 Output Protection
Short and Open Circuit Protection
12 Maximum Case Temperature
90°C
13 Minimum Starting
-20° C
14 Storage Temperature
No less than 70° C
15 Humidity
Rated for dry and damp locations
16 Cooling
Convection
17 Sound Rating
Class A
18 Life Expectancy
>50,000 hours at +50° C
19 Dimming, Motion Sensors and
Daylight Sensors
0-10V
B. LEDs:

1. Approved Manufacturers:
a. General Electric.
b. Philips.
c. NICHIA
d. Samsung LED Co.
e. CREE

2. LEDs Characteristics:
a. Color Correlated Temperature (CCT):
1) Chromaticity target Duv and tolerance 0.001 plus/minus 0.006. 2) Nominal CCT for 4000K, target CCT 3985K ± 275K.
3) CCT measurements in compliance with ANSI C78.377-2008. b. Lumen Maintenance: Greater than 90% at 500 C degrees. c. LEDs must be from same manufacturer and batch.
d. TM -21 and LM -80 reported hours of no less than 50,000.

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e. LM -79 reported CCT and CRI in compliance with articles 2.09.D.9 and 12.

2.3 LUMINAIRES (For exact make and model refer to lighting fixture schedule on electrical plans)
A. Lighting Luminaire Types:

1. Ceiling Surface -mounted or Recessed Troffer Luminaires:
a. 22 gage extruded aluminum doorframes, white baked enamel finish.

Spring loaded and half recessed with flush latches and T -handle hinge, accessible from bottom to drivers and wiring. Clear prismatic 100 percent pure virgin acrylic Pattern 12.
b. Recessed Troffer Housing minimum depth shall be 4 %-inch to eliminate lamp images in lens.
c. Minimum lens thickness 0.187 inch.
d. Furnish mounting frames on recessed luminaires in plaster and tile surfaces.
e. Manufacturers and catalog numbers: Modify catalog numbers for mounting in gypsum drywall ceilings, as required.

2. Surface -Mounted Industrial Luminaires:
a. Approximately 48 -inch or 96 -inch long by 16 -inch wide by 7 %-inch deep. b. Provide couplings, clips and end caps for continuous row installation. c. Furnish luminaires with screw -on wire guards. Design guards to accommodate luminaire, provided by same manufacturer as luminaire. d. Exposed LED strips are not allowed.
e. Housing shall be made of die formed 20 gage cold rolled steel.

3. Surface Mounted Strip Light:
a. Luminaire shall be made of 20 gage die formed steel and have the ability for continuous row mounting.
b. Furnish luminaires with LED strips as indicated on drawings. Luminaire shall have the option to have narrow or wider housing channels depending on the application.

4. Enclosed and Vandal Resistant Luminaires:
a. Luminaire shall be 20 gage extruded aluminum with die cast end caps. b. Luminaire shall have opal polycarbonate lens.
c. Furnish luminaires with LED strips as indicated on drawings. Luminaire shall have tamper resistant hardware.
d. Luminaire shall have the ability to be in continuous rows with seamless appearance.
e. Luminaire shall be listed for wet location.

5. Enclosed, Gasketed Luminaire:
a. Luminaire shall be 20 gage steel.
b. Lens enclosure shall be heavy duty vapor tight enclosed gasketed with closed —cell foam gasketing permanently attached to luminaire housing. c. Luminaire shall have tamperproof latches.
d. Luminaire shall be furnished with minimum one watertight hub kit for top or end conduit entry.
e. Luminaire shall have option for cable mount and safety strap f. Wet Location listed.

6. Surface, Wall or Recess Mounted fixtures
a. Luminaire shall be 20 gage extruded aluminum with die cast end caps.

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b. Opal polycarbonate lens.
c. Furnish luminaires with LED strips as indicated on drawings. d. Luminaire mounting as indicated on drawings.
e. Luminaire shall be listed for damp and wet location.

7. Down Lights:
a. 4 to 6 inch round LED downlight.
b. Color trim as specified in construction drawings.
c. Trim attachment to frame -in kit via push -in connector on frame. d. Removable cover for access.
e. Complete luminaire including all peripheral devices including frame -in kit, light engine, trim kit, etc. shall be provided.

8. High Abuse Surface Luminaires:
a. Lens shall be extruded polycarbonate, clear prismatic refractor, nominal thickness 0.125 inch, UV stabilized.
b. Baseplate shall be 18 gage prime cold -rolled steel with corrosion -resistant, 92 percent reflective, white polymer finish.
c. End caps shall be 16 gage prime cold roll steel with corrosion -resistant, white polymer finish and shall be spot welded to the baseplate. d. Lens/housing shall be furnished with a minimum of two large or four small stainless steel fasteners to secure lens/housing to base plate. e. Listed for wet and damp locations.

9. Wall Mounted Vaportite Luminaire:
a. Luminaire housing shall be die cast aluminum with corrosion resistant polyester powder coated finish.
b. Luminaire shall be heat and shock resistant, with prismatic glass optical chamber with neoprene gasketing.
c. Luminaire shall be 15 or 20 watt LED; LEDs and drivers as indicated on drawings.
d. Luminaire shall be equipped with lens guard.

10. Ceiling -Mounted Luminaires:
a. Separate ceiling and reflector pans with foil -backed fiberglass between pans and 1/8 inch thick neoprene gasketing between ceiling pan and ceiling.
b. White polyester finished 18 gage cold -rolled steel back -plate with clear prismatic injection molded polycarbonate lens, UV stabilized heavy gage aluminum back -plate and four tamper -proof screws.
c. Provide luminaire wattage as indicated on drawings.
d. Luminaire shall be listed for damp locations.

11. Ceiling / Wall Mounted Luminaires:
a. Luminaire shall be die-cast aluminum.
b. Luminaire shall have reinforced four -point mounting system construction to resist breakage from impact and prying.
c. Luminaire finish shall be as indicated on drawings.
d. Lens shall be Injection molded UV stabilized, high impact resistant opal polycarbonate.
e. Luminaire shall have option trim ring to fit between housing and inside lip of trim ring for a smooth transitional look.
f. Provide luminaire with input watts as indicated on drawings. g. Ceiling luminaires shall be supplied without eye lid option, wall mounted luminaires shall be supplied with eye lid option.

12. Outdoor Wall -Mounted Luminaires (Vandal Resistant):

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a. Seamless, one-piece, injection molded polycarbonate lens/housing, 0.187 inch, UV stabilized polycarbonate lens. The wraparound lens design encloses and protects the interior of unit.
b. Die cast aluminum mounting plate.
c. One-piece, full size, closed cell neoprene rubber gasket. d. One stainless steel tamper -proof screw.
e. Luminaire shall be UL listed for wet locations.
f. Luminaires shall be provided with input watts as indicated on drawings.

13. Wall Mounted Full Cutoff Exterior Wall.
a. Luminaire shall be mounted at no less than nine feet above finished grade, or as indicated in drawings.
b. Housing shall be made of 20 gage die cast aluminum, and be equipped with hinged doors.
c. Luminaire shall have Stainless steel tamperproof hardware. d. Luminaire shall be provided with input watts as indicated on drawings.

Luminaire Optics shall be full 90 degree horizontal cutoff on all distributions. Reflector shall be specular aluminum. Luminaire shall have tempered glass lens with optional wire guard.

14. Wall -Mounted Luminaires (Vandal Resistant):
a. One-piece prismatic refractor held by cast metal door, hinged to die-cast anodized aluminum weatherproof housing with visor to limit light pollution. b. Die-cast aluminum housing of 1/8 inch minimum wall thickness. Luminaire shall be provided with tamper -proof screws.
c. High impact resistant, UV stabilized injection molded polycarbonate tense. d. High power LEDs.

2.4 EXIT ILLUMINATION
A. Lighting Luminaire:

1. Ceiling or wall -mounted, vandal -resistant type, LED EXIT, consisting of:
a. LED board, green exit lettering and directional arrows as indicated on drawings.
b. Face plate and polycarbonate shield.
c. Number of faces, voltage, and emergency power source shall conform to design requirements indicated on drawings.
d. Area of refuge listing is required when luminaires are used in such locations.
e. Utilize a flag mount luminary with additional support from the ceiling or wall for canopy or pendant mounted exit signs. This option shall be exercised only if a wall is not available.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install a lighting luminaire for each lighting outlet indicated and label with day of installation.

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B. Luminaire voltage shall be as indicated on Drawings.

C. Install recessed and surface -mounted luminaires, with plaster frames compatible with ceiling and wall systems employed; secure luminaires mechanically to frames.

D. Align rows of suspended and surface -mounted luminaires to form straight lines at uniform elevations.

E. Recessed luminaires shall fit snugly against ceilings to prevent light leakage.

F. Luminaire installations shall comply with CBC Seismic requirements G. Support suspended recessed luminaires in T -bar ceilings as follows: Luminaires shall be attached to ceiling grid to resist a horizontal force equal to weight of luminaires. For heavy-duty grid systems, luminaires weighing less than 56 pounds must also have two 12 gage slack safety wires from diagonal corners to the structure above; luminaires weighing more than 56 pounds shall be independently supported by not less than four taut 12 gage wires capable of supporting four times the load. For intermediate duty grid systems, luminaires shall be independently supported by not less than four taut 12 gage wires capable of supporting four times the load. Luminaire hanger wire ends shall be twisted three tight turns within a 1 1/2 -inch distance. Provide positive point of attachment to T -bar ceiling with four, #8 wafer head tek screws (one at each corner), avoiding conflict with operation of the lens. Luminaire installation shall be coordinated with acoustical ceiling installation.

H. Emergency light luminaires shall be labeled "Emergency Luminaire" with one inch high letters produced with a P -touch or similar labeling system.

Continuous suspended luminaires:

1. Luminaire suspension device shall allow vertical adjustment of luminaire without the use of tools. Cable shall be minimum seven strand twisted stainless steel capable of supporting minimum four times the luminaire weight. For continuous linear suspended luminaires longer than eight feet, provide not less than three suspension points.

2. Top of luminaire shall be suspended as shown on the Drawings, typically 24 inches below the ceiling and a minimum of 18 inches from the ceiling.

3. Luminaire shall utilize factory furnished or approved hardware and canopy for either hard or T -bar ceilings.

4. White Board Lights shall be suspended 24 inches from the wall unless specifically shown otherwise.

J. Surface mount luminaires shall be attached to structure. Toggle bolts are NOT permitted. Provide backing where required.

K. Low level exit signs shall be installed with the bottom of the sign not less than six inches, or more than eight inches above the floor level and shall indicate the path of exit travel. For exit and exit -access doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within four inches of the door frame.

3.2 TESTING
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A. Check and adjust luminaires for required illumination.

B. Replace defective LED strips and drivers.

C. Test and adjust lighting control equipment for proper operation.

3.3 SPARE PARTS
A. Furnish ten percent spare LED strips with a minimum of one spare strip of each type.

B. Furnish ten percent spare motion detectors of each type with a minimum of one spare detector of each type.

C. Furnish ten percent spare drivers of each type with a minimum one spare driver of each type.

3.4 HAZARDOUS WASTE DISPOSAL
A. Hazardous waste disposals shall be handled and disposed of by an approved, licensed contractor.

B. Products with PCBs are not acceptable. Hazardous waste shall be placed in appropriate containers provided by hazardous waste contractor labeled clearly with:

1. Project Name

2. Quantity of materials

3. Date materials became waste
C. Store, remove, transport and dispose of hazardous materials in accordance with state and federal regulations.

D. Provide Owner with copy of manifest and certificate of destruction.

3.5 PROTECTION
A. Protect the Work of this section until Substantial Completion.

3.6 CLEANUP
A. Remove rubbish, debris, and waste materials from all areas of work each day.

B. Clean luminaire surfaces of dirt, cement, plaster and debris. Furnish cleansers compatible with material surfaces being cleaned.

END OF SECTION 26 50 10
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DOCUMENT 31 11 00

CLEARING AND GRUBBING
PART 1 GENERAL

1.01 SUMMARY
A. Clearing vegetation, debris, trash and other materials within limits indicated.

B. Grubbing of vegetation within limits indicated.

1.02 RELATED DOCUMENTS
A. Caltrans Standard Specifications.
(1) Section 16, Clearing and Grubbing.

B. California Building Code: Chapter 33 — Site Work, Demolition and Construction.

C. Section 01 74 19 - Construction Waste Management and Disposal PART 2 PRODUCTS

2.01 NOT USED
PART 3 EXECUTION

3.01 PREPARATION
A. Locate and clearly flag vegetation to remain or to be relocated.

3.02 RESTORATION
A. Repair or replace vegetation indicated to remain that is damaged by construction operations, as directed by the Owner.

B. Employ a qualified arborist, licensed in jurisdiction where the Project is located, to submit details of proposed repairs and to repair damage to shrubs.

3.03 CLEARING AND GRUBBING
A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots.

B. Remove trash, debris, logs, concrete, masonry and other waste materials.

C. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated.

D. Completely remove stumps, roots, obstructions, and debris extending to a depth of
18 -inches below subgrade.

E. Use only hand methods for grubbing within drip line of remaining trees.

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END OF SECTION 31 11 00
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1.03 RELATED SECTIONS
A. Section 01 74 19 - Construction Waste Management and Disposal B. Section 02 40 00 — Demolition.

C. Section 31 11 00 — Clearing and Grubbing.

D. Section 31 23 33 — Trenching and Backfilling.

1.04 RELATED DOCUMENTS
A. ASTM:
(1) D 1557, Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort.
(2) D 1586, Method for Penetration Tests and Split -Barrel Sampling of Soils. (3) D 2487, Classification of Soils for Engineering Purposes. (4) D 3740, Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction.

D 4318. Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils.
(6) E 329, Specification for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction.

E 548, Guide for General Criteria Used for Evaluating Laboratory Competence.

B. California Code of Regulation Title 24, Part 2, California Building Code:
(1) Chapter 11B — Accessibility to Public Buildings.
(2) Chapter 33 — Site Work, Demolition and Construction.

DOCUMENT 31 23 00

EXCAVATION AND FILL
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Excavation and/or embankment from existing ground to subgrade, including soil sterilant, for roadways, driveways, parking areas, walks, paths, or trails, and any other site improvements called for on the Plans.

1.02 SECTION EXCLUDES
A. Earthwork related to underground utility installation, see Section 31 23 33 Trenching and Backfilling.
(5)
(7)

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C. Caltrans Standard Specifications:
(1) Section 17, Watering.
(2) Section 19, Earthwork.

D. CAL/OSHA, Title 8.

1.05 DEFINITIONS
A. Borrow: Approved soil material imported from off -site for use as Structural Fill or Backfill.

B. Excavation: Removal of material encountered above subgrade elevations. (1) Authorized Over -Excavation: Excavation below subgrade elevations or beyond indicated horizontal dimensions as shown on plans. (2) Unauthorized Over -Excavation: Excavation below subgrade elevations or beyond indicated horizontal dimensions. Unauthorized excavation shall be without additional compensation.

C. Structural Backfill: Soil materials used to fill excavations resulting from removal of existing below grade facilities, including trees. See Section 31 23 33 — Trenching and Backfilling.

D. Structural Fill: Soil materials used to raise existing grades.

E. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material %-cubic yards or more in volume that, according to ASTM D 1586, exceeds a standard penetration resistance of 100 blows/2-inches.

F. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man made stationary features constructed above or below grade.

G. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, base or topsoil materials.

H. Unsuitable Material: Any soil material that is not suitable for a specific use on the Project.

Utilities: onsite underground pipes, conduits, ducts and cables.

1.06 SUBMITTALS
A. Follow submittal procedures outlined in Section 01 33 00 - Submittal Procedures.

B. Submit material certificates signed by the material producer and the Contractor, certifying that that each material item complies with, or exceeds the specified requirements.

EXCAVATION AND FILL
312300-2