Beaumont City Council
May 7, 2024

City of Beaumont
General Conditions

BEAMONT
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City
b. A table satisfactory for the study of plans and two chairs shall be Provided by Contractor. Contractor shall Provide and pay for adequate electric lights, local telephone service, and adequate heat and air conditioning for the field office until authorized removal.

GC30. AUTHORIZED REPRESENTATIVES
The City shall designate representatives who shall have the right to be present at the Project site at all times. The City may designate an inspector who shall have the right to observe all of the Contractor's Work. The inspector is not authorized to make changes in the Contract Documents. The inspector shall not be responsible for the Contractor's failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.

GC31. HOURS OF WORK
a. Eight (8) hours of work shall constitute a legal day's work. The Contractor and each subcontractor shall forfeit, as penalty to the City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815. b. Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 7:00 a.m. and 5:00 p.m. c. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on City -observed holidays, unless otherwise Approved by the Engineer:
1) Powered Vehicles
2) Construction Equipment
3) Loading and Unloading Vehicles
4) Domestic Power Tool.

GC32. PAYROLL RECORDS
a. Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman,

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apprentice, worker or other employee employed in connection with the work.

Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. b. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the City. The Contractor shall also provide the following:
1) A certified copy of the employee's payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
2) A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the Department of Industrial Relations ("DIR").
c. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement ("DLSE") of the DIR or shall contain the same information as the forms provided by the DLSE.
d. Any copy of records made available for inspection and furnished upon request to the public shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address, and social security number. The name and address of the Contractor or any subcontractor shall not be marked or obliterated. e. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or actions necessary to ensure compliance with this section.

Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to the City, forfeit Twenty-five Dollars ($25.00) for each day, or portion thereof, for each worker until strict compliance is effectuated.

Upon the request of the DIR, such penalties shall be withheld from contract payments.

GC33. PREVAILING RATES OF WAGES
a. The Contractor is aware of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on certain "public works" and "maintenance" projects. Since this Project involves an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of

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the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/ . In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at the City. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.
b. The Contractor and each subcontractor shall forfeit as a penalty to the City not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code.

The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
c. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.
d. If the Work involves federal funds or otherwise requires compliance with the Davis - Bacon Fair Labor Standards Act, the Contractor and all its subcontractors shall comply with the higher of the state or federal prevailing wage rates.

GC34. EMPLOYMENT OF APPRENTICES
The Contractor's attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor. The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

GC35. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY
Pursuant to Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training

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without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.

GC36. LABOR/EMPLOYMENT SAFETY
The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.

GC37. WORKERS' COMPENSATION INSURANCE
The Contractor shall Provide, during the life of this Contract, workers' compensation insurance for all of the employees engaged in Work under this Contract, on or at the Project site, and, in case any of sublet Work, the Contractor shall require the subcontractor similarly to provide workers' compensation insurance for all the latter's employees as prescribed by State law. Any class of employee or employees not covered by a subcontractor's insurance shall be covered by the Contractor's insurance. In case any class of employees engaged in work under this Contract, on or at the Project site, is not protected under the Workers' Compensation Statutes, the Contractor shall provide or shall cause a subcontractor to provide, adequate insurance coverage for the protection of such employees not otherwise protected. The Contractor is required to secure payment of compensation to his employees in accordance with the provisions of Section 3700 of the Labor Code. The Contractor shall file with the City certificates of his insurance protecting workers. Company or companies providing insurance coverage shall be acceptable to the City, if in the form and coverage as set forth in the Contract Documents.

GC38. EMPLOYER'S LIABILITY INSURANCE
Contractor shall provide during the life of this Contract, Employer's Liability Insurance, including Occupational Disease, in the amount of, at least, one million dollars ($1,000,000.00) per person per accident. Contractor shall provide City with a certificate of Employer's Liability Insurance. Such insurance shall comply with the provisions of the Contract Documents. The policy shall be endorsed, if applicable, to provide a Borrowed Servant/Alternate Employer Endorsement and contain a Waiver of Subrogation in favor of the City.

GC39. COMMERCIAL GENERAL LIABILITY INSURANCE
a. Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, Commercial General Liability insurance coverage, including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury — which may arise from or out of Contractor's operations, use, and management of the Project site, or the performance of its obligations hereunder. Policy limits shall not be less than $2,000,000 per occurrence for bodily

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injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor's indemnification obligations to the City, and shall not preclude the City from taking such other actions available to the City under other provisions of the Contract Documents or law. c. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor's coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold the City harmless from any damage, loss, cost, or expense, including attorneys' fees, incurred by the City as a result thereof.
d. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.
e. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non -owned equipment, blanket contractual liability, completed operations liability, explosion, collapse, under -ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, the City may require additional coverage to be purchased by Contractor to restore the required limits. Contractor may combine primary, umbrella, and as broad as possible excess liability coverage to achieve the total limits indicated above. Any umbrella or excess liability policy shall include the additional insured endorsement described in the Contract Documents.

GC40. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance in the amount of, at least, one million dollars ($1,000,000).

Such insurance shall provide coverage for bodily injury and property damage including coverage for non -owned and hired vehicles, in a form and with insurance companies

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acceptable to the City. Such insurance shall comply with the provisions of Article 30 below.

GC41. BUILDER'S RISK ["ALL RISK"]
a. It is the Contractor's responsibility to maintain or cause to be maintained Builder's Risk [ "All Risk"] extended coverage insurance on all work, material, equipment, appliances, tools, and structures which are a part of the Contract and subject to loss or damage by fire, and vandalism and malicious mischief, in an amount to cover 100% of the replacement cost. The City accepts no responsibility until the Contract is formally accepted by the Governing Board for the work. The Contractor is required to file with the City a certificate evidencing fire insurance coverage. 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 Directors and officers, employees, agents or representatives are named as Additional Insureds and Provide a Waiver of

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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 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

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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.
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 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.

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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.

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.
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.

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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 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 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 sixty (35) Days after the date of recordation of the Notice of Completion. d. Acceptance by 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

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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.

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 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 the City for claims against Contractor. g. Failure of Contractor to keep the record ("as -built") drawings up to date. h. Failure to provide updates on the construction schedule. i. Site cleanup.
j. Failure of the Contractor to comply with requirements of the Contract Documents. k. Liquated damages.

I. 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

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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 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 Contractor. 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)

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Days following completion of the added/deleted work, the Contractor presents written proof that the City's estimate was in error. 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:
i. "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.

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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.
iii. 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 markup 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) 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 Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price

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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 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. Contractor shall defend, at Contractor's own cost, expense and risk, with counsel of City's choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse 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

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enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.

GC51. RECORD ("AS BUILT") DRAWINGS
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. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date.

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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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 conference to meet and confer for settlement. Upon such demand, the City shall schedule a meet and confer conference within 30 Days.

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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. 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

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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." 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

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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;
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.

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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. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and 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.
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

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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 Contractor's principal place of business unless 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 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 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.

GC61. INTEGRATION
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.

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GC62. ASSIGNMENT

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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.

GC66. LAWS AND REGULATIONS
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

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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.

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.

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SC -01. Asbestos Abatement. Asbestos sampling was conducted by the City in the area around the Building B Windows, and the sampling results are included in the Asbestos and Lead Survey Report attached to this specification. Asbestos containing materials were present in the penetration mastic and stucco, and may be present in other inaccessible and untested areas.

The contractor shall follow the abatement recommendations provided in the survey report, including the use of a licensed abatement contractor for abatement of all asbestos containing materials. The contractor is responsible to ensure that all handling, transportation, and disposal are in conformance with applicable CAL/OSHA, EPA, AQMD, and government health agency requirements. The contractor shall provide the City with all Bill of Landing and Manifest documentation associated with the transportation and disposal of asbestos containing materials.

SC -02. Lead Abatement. Lead sampling was conducted by the City in the area around the Building B Windows, and the sampling results are included in the Asbestos and Lead Survey Report attached to this specification. Lead based paint was found present in the coatings on the window frames.

The contractor shall follow the abatement recommendations provided in the survey report, including the use of scraping and stabilization methods to remove loose and flaking paint chips. These methods shall be performed only by those who are properly qualified and trained. The contractor is responsible to ensure that all handling, transportation, and disposal are in conformance with applicable CAL/OSHA requirements and lead regulations.

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SPECIAL FEDERAL PROVISIONS
CIP No. F-03 Ramp Replacement
The American Rescue Plan Act (ARPA) of 2021, also referred to as the COVID-19 Stimulus Package is a $1.9 trillion economic stimulus bill passed by the U.S. congress on March 11, 2021. The funds are to accelerate the country's recovery from the economic and health impacts of the COVID-19 pandemic. ARPA includes $350 billion for eligible state, local, territorial and tribal governments. These funds known as the Coronavirus State and Local Fiscal Recovery Funds (CSLFRF) provide a substantial infusion of resources to help address impacts of the pandemic and lay the foundation for a strong and equitable recovery.

The City of Beaumont (City) was awarded American Rescue Plan Act (ARPA) funding through an Agreement with the County of Riverside (County) for eligible infrastructure improvement projects. The County'sARPAappropriation is $479,874,599 million, of which the first installment of $239,937,300 was received on May 10, 2021. The second installment in the same amount was received on June 6, 2022.

The Contractor acknowledges and agrees to abide by the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 C.F.R. 200) including, but not limited to, the federal provisions provided below under this contract:

SSC.01 Suspension and Debarment.

The Contractor and Subcontractors are subject to the non -procurement debarment and suspension regulations implementing Executive Orders 12549 and 12689, 2 C.F.R. part 180. The regulations in 2 C.F.R. part 180 restrict awards, subawards, and contracts with certain parties that are debarred, suspended, or otherwise excluded from or ineligible for participation in Federal assistance programs or activities.

SSC.02 System for Award Management (SAM) Verification.

The successful Contractor and subcontractors are required to register in the System for Award Management (SAM) and provide the City with their Unique Entity ID (UEI) using the following links: https://sam.gov/content/entity-registration or https://usfcr.com/sam- registration/
SAM registration will be valid for one year from the date the registration is complete. A SAM registration must be renewed each year to remain active and compliant. The City recommends renewing 90 days prior to the SAM expiration date.

Upon registration and receipt of UEI, Contractors and Subcontractors shall submit a SAM Verification form (see Appendices) to the City's Procurement Office:

[email protected]

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SSC.03 Non -Discrimination.

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The Contractor shall not discriminate in the provision of services, allocation of benefits, accommodation in facilities, or employment of personnel on the basis of ethnic group identification, race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status or sex in the performance of this Agreement; and, to the extent they shall be found to be applicable hereto, shall comply with the provisions of the California Fair Employment and Housing Act (Gov. Code 12900 et. seq), the Federal Civil Rights Act of 1964 (P.L.88-352), the Americans with Disabilities Act of 1990 (42 U.S.C.

S1210 et seq.) and all other applicable laws or regulations.

SSC.04 Equal Employment Opportunity/Fair Employment Practices.

The Contractor shall not deny benefits to any person on the basis of religion, color, ethnic group identification, sex, age, physical or mental disability, nor shall they discriminate unlawfully against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, mental disability, medical condition, marital status, age, or sex. Subrecipient shall ensure that the evaluation and treatment of employees and applicants for employment are free of such discrimination.

1. The Contractor shall comply with the provisions of the Fair Employment and Housing Act (Government Code, Section 12900 et seq.), the regulations promulgated thereunder (California Code of Regulations, Title 2, Section 11000 et seq.), the provisions of Executive Order 11246 of Sept. 23, 1965 and of the rules, regulations, and relevant orders of the Secretary of Labor, the provisions of Article

9.5, Chapter 1, Part 1, Division 3, Title 2 of the Government Code (Government Code, Sections 11135-11139.8), and of the rules, regulations or standards adopted by the County to implement such article.

2. The Contractor shall comply with the provisions of the Copeland "Anti -Kickback" Act, 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable.

SSC.05 Access to Records.

The following access to records requirements apply to this contract:

1. The Contractor agrees to provide the City, County, the FEMA Administrator, the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers, and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts, and transcriptions.

2. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed.

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3. The Contractor agrees to provide the FEMAAdministrator or his or her authorized representatives with access to construction or other work sites pertaining to the work being completed under the contract.

4. In compliance with the Disaster Recovery Act of 2018, the City and the Contractor acknowledge and agree that no language in this contract is intended to prohibit audits or intimal reviews by the FEMAAdministrator or the Comptroller General of the United States.

SSC.06 Byrd Anti -Lobbying Amendment.

Contractors who apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352.

Each tier must also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non -Federal award.

The successful Contractor shall submit the Byrd Anti -Lobbying certification form (see Appendices) within five (5) business days of bid due date in an envelope titled "Federal Special Provisions" to the City's Procurement Office: [email protected] SSC.07 Federal Prevailing Wage - Davis -Bacon and Related Acts (DBRA).

To the extent required by any Federal grant programs applicable to expected funding or reimbursement expenses incurred in connection with the services provided under this contract, the Contractor agrees to comply with the Davis -Bacon Act (40 U.S.C. 3141-3144 and 3146-3148) as supplemented by Department of Labor regulations (29 C.F.R. Part 5) as set forth below.

The Contractor shall be bound to the provisions of the Davis -Bacon Act and agrees to be bound by all the provisions of Labor Code section 1771 regarding prevailing wages. All labor on this project shall be paid neither less than the greater of the minimum wage rates established by the U.S. Secretary of Labor (Federal Wage Rates), or by the State of California Director of Department of Industrial Relations (State Wage Rates). Current DIR requirements may be found at http://www.dir.ca.gov/Icp.asp . Additionally, wages are required to be paid not less than once a week.

The Federal minimum wage rates for this project are predetermined by the United States Secretary of Labor. The Federal minimum wage determination for this project is CA20240025, Modification 2 published January 18, 2024, and attached as for reference in the Appendices herein. General prevailing wage rates may be accessed at the Department of Labor Home Page at www.wdol.gov .

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If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California DIR for similar classifications of labor, the Contractor shall pay not less than the higher wage rate. The City will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor, the Contractor shall pay not less than the Federal minimum wage rate which most closely approximates the duties of the employees in question.

SSC.08 Copeland "Anti -Kickback" Act.

Pursuant to 40 U.S.C. 3145, all contracts and subcontracts in excess of $2,000 for construction and repair awarded by recipients and subrecipients shall include a provision for compliance with the Copeland "Anti -Kickback" Act (18 U.S.C. 874), as supplemented by Department of Labor regulations (29 C.F.R. Part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). The Act provides that each Contractor or Subcontractor must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which the laborer is otherwise entitled.

SSC.09 Contract Work Hours and Safety Standards Act.

Contracts awarded by the City in excess of $100,000 that involve the employment of mechanics or laborers, but not to purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence, must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5).

1. Compliance: Subrecipient agrees that it shall comply with Sections 3702 and 3704 of the Contract Work Hours and Safety Standards Act (40 U.S.C. §§ 3701-3708) as supplemented by Department of Labor regulations (29 C.F.R. Part 5), which are incorporated herein.

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

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3. Violation; liability for unpaid wages; liquidated damages: In the event of any violation of the provisions of paragraph B of this section, the Contractor and any Subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such Contractor and Subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the provisions of paragraph B, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by paragraph B.

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

5. Subcontracts: The Contractor or Subcontractor shall insert in any subcontracts the clauses set forth in paragraphs A through D of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs A through D of this section.

SSC.10 Clean Air Act.

The Contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act, as amended,42 U.S.C. Section 7401 et seq. The Contractor agrees to report each violation to the County and understands and agrees that the City will, in turn, report each violation as required to assure notification to the California Governor's Office of Emergency Services, Federal Emergency Management Agency (FEMA), and the appropriate Environmental Protection Agency Regional Office SSC.11 Federal Water Pollution Control Act.

The Contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C.

Sections 1251 et seq. The Contractor agrees to report each violation to the County and understands and agrees that the City will, in tum, report each violation as required to assure notification to the Federal Emergency Management Agency (FEMA), and the appropriate Environmental Protection Agency Regional Office.

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SSC.12 Never Contract with the Enemy.

The Contractor and Subcontractors are subject to the regulations implementing Never Contract with the Enemy in 2 CFR part 183. The regulations in 2 CFR part 183 affect covered contracts, grants and cooperative agreements that are expected to exceed $50,000 within the period of performance, under this contract, are performed outside the United States and its territories, and are in support of a contingency operation in which members of the Armed Forces are actively engaged in hostilities.

SSC.13 Compliance with Economic Sanctions in Response to Russia's Action in Ukraine.

The Contractor shall certify that it is not a target of economic sanctions imposed in response to Russia's actions in Ukraine imposed by the United States government or the State of California. The Recipient and its Contractor is required to comply with the economic sanctions imposed in response to Russia's actions in Ukraine, including with respect to, but not limited to, the federal executive orders identified in California Executive Order N-6-22, located at https://www.gov.ca.gov/wp-content/uploads/2022103/3.4.22- RussiaUkraine-Executive-Order.pdf and the sanctions identified on the United States Department of the Treasury website ( https://home.treasury.gov/policy-issues/financial- sanctions/sanctionsproqrams-and-country-information/ukraine-russia-related-sanctions).

The Contractor is required to comply with all applicable reporting requirements regarding compliance with the economic sanctions, including, but not limited to, those reporting requirements set forth in California Executive Order N-6-22 for all parties with one or more agreements with the State of California, the City of Beaumont, or any other local agency, with a value of Five Million Dollars ($5,000,000) or more. Notwithstanding any other provision in these documents, failure to comply with the economic sanctions and all applicable reporting requirements may result in the disqualification or termination of this contract, if awarded.

For parties and contractors with an agreement value of Five Million Dollars ($5,000,000) or more with the State of California, the County of Riverside, or any other local agency, reporting requirements include, but are not limited to, information related to steps taken in response to Russia's actions in Ukraine, including but not limited to:

1. Desisting from making any new investments or engaging in financial transactions with Russian institutions or companies that are headquartered or have their principal place of business in Russia;

2. Not transferring technology to Russia or companies that are headquartered or have their principal place of business in Russia; and

3. Direct support to the government and people of Ukraine.

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To comply with this requirement, the Contractor shall insert their name and Federal ID Number (if available) on the certification form in the Appendices, execute by a duly authorized representative for the contractor and return to the City in an envelope titled "Special Federal Provisions" to the City's Procurement Office: RChara(a�beaumontca.gov SSC.14 Prohibition on certain Telecommunications and Video Surveillance Services or Equipment.

The Contractor and Subcontractors are prohibited from obligating or expending loan or grant funds to:

1. Procure or obtain;

2. Extend or renew a contract to procure or obtain; or

3. Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. As described in Public Law 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).
a. For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities).
b. Telecommunications or video surveillance services provided by such entities or using such equipment.
c. Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

4. In implementing the prohibition under Public Law 115-232, section 889, subsection (f), paragraph (1), heads of executive agencies administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users and customers is sustained.

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SSC.15 Small, Minority, Women's Business Enterprises, and Labor Surplus Area Firms.

Pursuant to § 200.321, Contractors must take all necessary affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible:

Affirmative steps must include:

1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists;

2. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources;

3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises;

4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises;

5. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce; and

6. Requiring the prime contractor, if subcontracts are to be let, to take the affirmative steps listed in paragraphs (b)(1) through (5) of this section.

The successful Contractor shall submit proof of solicitation along with a list of contracted small and minority businesses, women's business enterprises, and labor surplus area firms (see Appendices) within five (5) business days of bid due date in an envelope titled "Special Federal Provisions" to the City's Procurement Office: [email protected] SSC.16 Domestic Preferences for Procurements.

Contractors and Subcontractors should, to the greatest extent practicable under a Federal award, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards including all contracts and purchase orders for work or products under this contract.

For purposes of this section:

1. "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.

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

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The successful Contractor shall identify any procurement of domestic material and supplies when submitting Construction Submittals for review under this contract.

Infrastructure projects awarded with Federal financial assistance in addition to American Rescue Plan Act (ARPA) funding must implement the Buy America preferences set forth in 2 CFR part 184.

SSC.17 Hatch Act.

Contractor agrees to comply, as applicable, with requirements of the Hatch Act (5 U.S.C. §§ 1501-1508 and 7324-7328), which limit certain political activities of State or local government employees whose principal employment is in connection with an activity financed in whole or in part by this federal assistance.

SSC.18 Increasing Seat Belt Use in the United States.

Pursuant to Executive Order 13043, 62 FR 19217 (Apr. 18, 1997), Contractor should encourage its contractors to adopt and enforce on-the-job seat belt policies and programs for their employees when operating company -owned, rented or personally owned vehicles.

SSC.19 Reducing Text Messaging While Driving.

Pursuant to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), Contractor should encourage its employees, subcontractors, and contractors to adopt and enforce policies that ban text messaging while driving, and Contractor should establish workplace safety policies to decrease accidents caused by distracted drivers.

SSC.20 Project Signage.

The Contractor shall include appropriate acknowledgement of credit to the County for its support when promoting the Infrastructure Project(s) or using any data and/or information developed under this Contract. Signage shall be posted in a prominent location at Infrastructure Project site(s) and shall include the U.S. Department of Treasury's, the County's, and the City's color logos, along with the following disclosure statement:
"Funding for this project has been provided in full or in part from the American Rescue Plan Act, and through an agreement with the County of Riverside."The Contractor shall also include in each of its contracts for work under this contract a provision that incorporates the requirements stated within this paragraph.

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Project Manual

CITY OF BEAUMONT

RAMP REPLACEMENT
sgh

ARCHITECTS
707 Brookside Avenue
Redlands, CA 92373
(909) 375-3030
SGH #21-60100-00
January 15, 2024

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CITY OF BEAUMONT

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00 01 01
00 01 10
DIVISION 1
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01 20 00
01 26 10
01 30 00
01 32 00
01 32 16.13
01 33 00
01 35 16
0140 00
0142 00
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01 70 00
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01 74 19.01
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DIVISION 2
02 41 19
DIVISION 3
03 30 00
03 10 00
03 20 00
DIVISOIN 5
05 52 00
DIVISION 7
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COVER PAGE

TABLE OF CONTENTS

GENERAL REQUIREMENTS

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

REQUESTS FOR INFORMATION (RFI)

ADMINISTRATIVE REQUIREMENTS

CONSTRUCTION PROGRESS DOEUMENTATION

NETWORK ANALYSIS SCHEDULES

SUBMITTAL PROCEDURES

ALTERATION PROJECT PROCEDURES

QUALITY REQUIREMENTS

REFERENCES

TEMPORARY FACILITIES AND CONTROLS

CONTROL OF CONSTRUCTION NOISE

STORM WATER POLLUTION CONTROL

PRODUCT REQUIREMENTS

EXECUTION REQUIREMENTS

CONSTRUCTION WATE MANAGEMENT

FORM ATTACHMENTS

CLOSEOUT PROCEDURES

CLOSEOUT SUBMITTALS

OPERATOINS AND MAINTENANCE DATA

EXISTING CONDITIONS

SELECTIVE DEMOLITION

CONCRETE

CAST -IN -PLACE CONCRETE

CONCRETE FORMING AND ACCESSORIES

CONCRETE REINFORCING
METAL

HANDRAILS AND RAILINGS

THERMAL AND MOISTURE PROTECTION

JOINT SEALANTS

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TABLE OF CONTENTS
Section 00 01 10

DIVISION 08 OPENINGS
08 12 13
08 13 13
08 71 00

HOLLOW METAL FRAMES - WELDED

HOLLOW METAL DOORS

DOOR HARDWARE
DIVISION 09 FINISHES
09 24 00 CEMENT PLASTERING
09 90 00 PAINTING
DIVISION 10 SPECIALTIES
10 14 00
10 14 23

IDENTIFICAITON SIGNS

PANEL SIGNAGE
DIVISON 22 PLUMBING
22 05 17
22 10 05
22 10 06

SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

PLUMBING PIPING

PLUMBING PIPING SPECIALTIES
DIVISION 31 EARTHWORK
31 10 00 SITE CLEARING
DIVISION 32 EXTERIOR IMPROVEMENTS
32 12 16
32 13 13
32 13 73
32 17 23
32 17 26

ASPHALT PAVING

CONCRETE PAVING

CONCRETE PAVING JOINT SEALANTS

PAVEMENT MARKINGS

TACTILE WARNING SURFACING

END OF TABLE OF CONTENTS

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TABLE OF CONTENTS
Section 00 01 10

SECTION 01 10 00

SUMMARY OF WORK
SECTION 01 10 00 - SUMMARY OF WORK
PART 1 - GENERAL

1.1 DESIGN REQUIREMENTS
A. Work under this Contract includes furnishing all labor, materials, services and transportation, except as specifically excluded which is required for completion of Project in accordance with provisions of Contract Documents.

B. Work to be included as part of this Contract:

1. Ramp replacement for several locations as shown on the drawings. Demo existing ramps, stairs, landings, railings, sidewalks, asphalt, signage, landscaping, and other miscellaneous items.

C. The following restrictions apply to access and to use of site:

1. Use of Site: Limit use of premises to Work in areas indicated. Confine operations to areas within the existing Building and those areas of the site where new mechanical electrical and plumbing are being installed. Allow for Owner occupancy and use by of the site.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and accessible to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

3. Full Owner Occupancy: Owner will occupy site and existing buildings during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform Work so as not to interfere with Owner's operations.

1.2 SUBMITTALS
A. Work may be conducted on regularly scheduled weekdays, Monday through Friday, between the hours of 7:00 A.M. and 4:00 P.M.

1.3 INTERRUPTION OF EXISTING UTILITY SERVICES
A. When necessary to interrupt any existing utility service to make connections, minimum of 48 hours advance notice shall be given to Owner and Architect. Interruptions in utility services shall be of shortest possible duration for Work at hand and shall be approved by Architect.

B. In event any utility service is interrupted without required 48 hours' notice, Contractor shall be financially liable for all damages suffered by Owner due to unauthorized interruption.

1.4 VERIFICATION OF EXISTING CONDITIONS

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A. Contractor shall be responsible to examine site of Work and after investigation to decide for himself/herself character of materials, equipment and utilities to be encountered and all other existing conditions affecting Work. Contractor is also responsible to provide sufficient costs to cover provisions of all items of Work under existing conditions referred to herein.

PART 2 - PRODUCTS

2.1 NOT USED.

PART 3 - EXECUTION

3.1 NOT USED.

END OF SECTION

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Section 01 10 00

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES
SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Changes in the Work.

B. Schedule of Values.

1.2 CHANGES IN THE WORK
A. Changes in the Work affecting Structural Safety, Access or Fire and Life Safety, will be submitted for City of Beaumont for approval. Changes not affecting Structural Safety, Access or Fire and Life Safety will not be submitted for approval.

B. Minor Changes in the Work: Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710 or Architect's form.

C. Proposal Requests

1. Owner -Initiated Proposal Requests - Work Change Proposal Request (WCPR):

Architect will issue through a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
a. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change. b. Within time specified in the General Conditions after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. 1) Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made.

If requested, furnish survey data to substantiate quantities. 2) Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
3) Include costs of labor and supervision directly attributable to the change.
4) Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

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

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a. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.
b. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
c. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
d. Include costs of labor and supervision directly attributable to the change. e. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. f. Comply with requirements in Section 01 60 00 Product Requirements if the proposed change requires the substitution of one product or system for the product or system specified.

D. Construction Change Directive to the Contractor:

1. Construction Change Directive: Architect will issue a Construction Change Directive and completed WCPR (Work Change Proposal Request). Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
a. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

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

E. Change Orders Procedures: On Owner's approval of a completed Construction Change Directive, Architect will prepare a Change Order for signatures of the Owner and Contractor.

1. Stipulated Price Change Order: Based on Contractor's Change Order Request as approved by Architect.

2. Time and Material Change Orders: Submit itemized account and supporting data after completion of change within time limits indicated in Conditions of Contract.

Architect will determine change allowable in Contract Price and Contract Time as provided in Contract Documents.

3. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in Work.

4. Refer to the General Conditions for additional requirements.

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PRICE AND PAYMENT PROCEDURES

5. Execution of Change Orders: Architect will issue Change Orders for signature of parties as provided in Conditions of the Contract.

6. Refer to Change Order Form included at the end of this section.

1.3 SCHEDULE OFVALUES
A. Submit printed schedule on AIA Forms G702 and G703 - Application and Certificate for Payment and Continuation Sheet. Contractor's standard form or electronic media printout will be considered, submit sample forms to Architect for approval.

B. Submit application for progress payment in accordance with the General Conditions.

C. Submit Schedule of Values in duplicate within 10 calendar days after Notice to Proceed for Architect's approval.

D. Format: Utilize Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Section. Identify site mobilization and bonds and insurance. On projects of more than one building, list buildings separately. List mechanical, electrical, plumbing and fire protection Work separately for each building and for site Work.

1. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed. Each sheet of the Schedule of Values shall be titled and numbered sequentially.
a. Line Item Number
b. Description of Item
c. Quantity
d. Unit of Measure
e. Unit of Price
f. Value of Line Item
g. Line Item Value Request this month
h. Line Item Value previously completed.

At the bottom of each sheet, the Total Amount shall be tabulated and carried forward on each page and the TOTAL AMOUNT presented at the end.

E. Break down the plumbing and mechanical portions of the work at a minimum into a rough, finish, including air balance and electrical portion.

F. Break out rough grading, fine grading, and underground utilities.

G. Include separate line items, showing amount of General Contractor's overhead and profit, bonds and insurance, supervision, and then remainder of general items.

H. Revise schedule to list approved Change Orders, with each Application for Payment.

PART 2 - PRODUCTS

2.1 NOT USED

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PRICE AND PAYMENT PROCEDURES
PART 3 - EXECUTION

3.0 NOT USED

END OF SECTION

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Section 01 20 00

SECTION 01 26 10

REQUESTS FOR INFORMATION (RFI)
SECTION 01 26 10 - REQUESTS FOR INFORMATION (RFI)
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Administrative requirements for Requests for Information (RFI).

1.2 DEFINITIONS
A. Request for Information:

1. Written request prepared by Contractor requesting additional information necessary to clarify an item which he believes is not clearly shown or called for in the drawings or specifications, or to address problems which have arisen under field conditions, hereinafter referred to as RFI.

2. Properly prepared request for information shall include a detailed written statement that indicates specific Drawings or Specifications in need of clarification and nature of clarification requested. a. Drawings shall be identified by Drawing number and location on Drawing sheet.
b. Specifications shall be identified by Section number, page and paragraph.

3. Contractor's documents with similar titles, such as "Request for Interpretation" or "Request for Clarification" shall be considered RFIs.

4. RFIs and Architect's responses are not Changes in the Work; if a Change in the Work is required in response to an RFI, separate documents shall be issued in accordance with Section 01 20 00.

B. Improper RFIs:

1. RFIs that are not properly prepared or incomplete.

2. Improper RFIs will be processed by Architect at Architect's standard hourly rate and Architect will charge Owner, and such costs will be deducted from moneys still due the Contractor. Architect will notify Contractor before processing of improper RFIs.

C Frivolous RFIs:

1. RFIs that request information that is clearly shown on Contract Documents.

2. Frivolous RFIs may be returned unanswered or may be processed by Architect at Architect's standard hourly rate and Architect will charge

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REQUESTS FOR INFORMATION (RFI)
Owner, and such costs will be deducted from moneys still due Contractor. Architect will notify Contractor before processing of frivolous RFIs.

1.3 CONTRACTOR'S REQUESTS FOR INFORMATION
A. When the Contractor is unable to determine from Contract Documents, material, process or system to be installed, Architect will be requested to make clarification of indeterminate item.

1. Whenever possible, such clarification shall be requested at next appropriate project meeting, with response entered into meeting minutes. When clarification at meeting is not possible, because of urgency of need, or complexity of item, Contractor shall prepare and submit RFI to Architect.

B. Contractor shall endeavor to keep number of RFIs to a minimum. In the event the process becomes unwieldy, in the opinion of Architect, because of number and frequency of RFIs submitted, the Architect may require the Contractor to abandon process and submit future requests as either submittals, substitutions or requests for change.

C. RFIs shall be submitted on form acceptable to Architect. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after photocopying or transmission by facsimile (fax) or email scan. Each page of attachments to RFIs shall bear RFI number in lower right corner.

D. RFI's shall be originated by Contractor:

1. RFIs from subcontractors or material suppliers shall be submitted through, reviewed by, and signed by Contractor before submittal to Architect.

2. RFIs sent by subcontractor or suppliers directly to Architect or Architect's consultants shall not be accepted and will be returned unanswered.

E. Contractor shall carefully study Contract Documents to ensure that requested information is not available therein. RFIs which request information available in Contract Documents will be deemed "improper" or "frivolous" as noted above.

F. In cases where RFIs are issued to request clarification of coordination issues, for example pipe and duct routing, clearances, specific locations of Work shown diagrammatically, and similar items, Contractor shall fully lay out suggested solution using drawings or sketches drawn to scale, and submit same with RFI.

RFIs which fail to include suggested solution will be returned unanswered with requirement that Contractor submit a complete request.

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SECTION 01 26 10

REQUESTS FOR INFORMATION (RFI)

1. Contractors are encouraged to utilize photocopies of Contract Documents to completely illustrate their questions, and to provide sketches as required to communicate question, concepts, and suggestions.

G. Do not use RFIs for following purposes:

1. To request approval of submittals.

2. To request approval of substitutions.

3. To request changes which entail additional cost or credit.

4. To request changes which entail change of time of completion.

5. To request different methods of performing Work than those drawn and specified.

H. In event Contractor believes that clarification by Architect results in additional cost or time, Contractor shall not proceed with Work indicated by RFI until Change Order or Construction Change Directive is prepared and approved in accordance with Section 01 20 00. RFIs shall not automatically justify cost increase in Work or change in project schedule.

1. Answered RFIs shall not be construed as approval to perform extra Work.

2. Unanswered RFIs will be returned with stamp or notation: Not Reviewed.

Contractor shall prepare and maintain log of RFIs, and at any time requested by Architect, Contractor shall furnish copies of log showing outstanding RFIs.

Contractor shall note unanswered RFIs in log.

J. Contractor shall allow up to 7 days review and response time for RFIs, however, Architect will endeavor to respond in timely fashion to RFIs.

1.1 ARCHITECT'S RESPONSE TO RFIs
A. Architect will respond to RFIs on one of following forms:

1. Properly prepared RFIs:
a. If no Change in the Work is required, Architect will respond in space provided on the RFI form.
b. If a Change in the Work is required, Architect will issue in accordance with Section 01 20 00.

2. Improper or Frivolous RFIs:
a. Notification of Processing Fee(s).
b. Unanswered RFIs will be returned with stamp or notation: "Not Reviewed"

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B. Architect may opt to retain RFIs for discussion during regularly scheduled project meetings for inclusion of responses in meeting minutes in lieu of responding on written form.

PART 2 - PRODUCTS

2.1 NOT USED
PART 3 - EXECUTION

3.1 NOT USED
(RFI FORM ON NEXT PAGE)

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ARCHITECT'S RFI No.

SUPPLEMENTAL INSTRUCTIONS Date on RFI:
(Architect's Response to RFI) Date actually
received by Architect:

Copies to
❑ Owner
❑ Contractor
❑ Inspector (Field}
PROJECT:

OWNER; Date of Issuance
to the Contractor:

TO: ARCHITECT:
tConliactor)
CONTRACT FOR:

ARCHITECT'S:

PROJECT NO.

Conduct the Work in accordance with the following Supplemental Instructions issued in accord- ance with the Contract Documents without change in Contract Surn or Contract Time_ Proceed- ing with the Work in accordance with these instructions indicates acknowledgement that there will be no change In the Contract Price, Contract Time, or both_ If a change in either or both the Contract Sum or Contract Time is anticipated, submit a Change Order Proposal for the Work before proceeding with the change_ Submit the CO proposal within 7 days from the date of this response_
Descnption:

Response:

Attachments and Clarification Drawings:

Project Architect

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SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL

1.1 RELATED SECTION(S):
01 33 00 - Submittal Procedures

1.2 SECTION INCLUDES
A. Project Management and Coordination: Project Coordination, Mechanical and Electrical Coordination, Project Meetings.

B. Construction Progress Documentation: Construction Progress Schedule, Two-week Look Ahead Schedule, Construction Photographs.

C. Submittal Procedures: Shop Drawings, Product Data, Samples, Source Quality Control Reports, Finishes Materials Schedule, Coordinated Drawings. Provide Submittals for items specified on the Drawings regardless of whether there is a corresponding Specification Section.

1.3 PROJECT COORDINATION
A. Coordinate scheduling, submittals, and Work of various Sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

C. Coordinate space requirements and installation of mechanical and electrical Work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to maximize accessibility for other installation, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and within wiring construction. Coordinate locations of fixtures and outlets with finish elements.

E. Coordinate completion and cleanup of Work of separate sections in preparation for Certified Completion and for portions of Work designated for Owner's occupancy.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.5 PROGRESS MEETINGS
A. Architect will schedule and administer meetings throughout progress of Work as needed.

B. Architect will make arrangement for meetings, prepare agenda with copies for participants,

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preside at meetings.

C. Attendance Required: Project Coordinator, Major Subcontractors and Suppliers, Project Inspector, key Owner personnel and Architect as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of Construction Progress Schedule.

7. Corrective measures to regain projected schedules.

8. Maintenance of quality and work standards.

9. Effect of proposed changes on progress schedule and coordination.

10. Other business relating to Work.

E. Architect will record minutes and distribute copies within seven days after meeting to participants, and those affected by decisions made.

1.6 PREINSTALLATION MEETING
A. When required in individual Specification Sections, convene pre -installation meeting before starting Work of Section.

B. Require attendance of parties directly affecting, or affected by, Work of specific Section. a. Notify Architect four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related Work.

E. Contractor shall record minutes and distribute copies within three days after meeting to participants, Architect and those affected by decisions made.

1.7 SUBMITTAL PROCEDURES (Also refer to Section 01 33 00 - Submittal Procedures) A. Transmit separate request for EACH Section submittal directly to Architect.

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1. Bind submittals sturdily, neatly label covers.

2. Include SGH Architects job number as it appears on Contract Documents.

3. Include Authority Having Jurisdiction application or approval number.

B. Submittal number shall use a sequential number followed by a hyphen then the Specification Section followed by a hyphen and then the revision number (e.g., 1.0-05 12 00-0).

Resubmittals shall have the original number and include the revision number as the suffix (e.g.,

1.0-05 12 00-1).

C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and Specification Section number, as appropriate.

1. Provide name, and telephone number of individual who may be contacted for further information.

D. Apply Contractor's dated stamp with Contractor's original signature or initials affixed thereto, certifying that review, verification of products required, field dimensions, adjacent construction Work, and coordination of information is according to requirements of Work and Contract Documents. Stamped signatures or initials are not acceptable.

E. Schedule submittals to expedite Project. Coordinate submission of related items.

1. Make submittals according to Construction Schedule and adequate enough in advance of scheduled dates of installation to provide required time for reviews for securing necessary approvals for possible revision and re -submittal and for placing orders and securing delivery.

2. Schedule submittals such that related materials and assemblies that support or are affected by the submitted materials are either submitted simultaneously or in order of installation sequence such that impacts, and coordination can be evaluated as part of the review.
3 Late submittals, not in accordance with the "Schedule for Submission of Shop Drawings, Product Data and Samples" and the Construction Schedule will not be considered an acceptable reason for initiating a substitution requests caused by late ordering and procurement of materials.

F. Identify variations from Contract Documents and Product or system limitations that is detrimental to performance of completed Work.

G. Substitutions: Submit only as approved per the General Conditions and Section 01 60 00, state effect of approved substitution on construction schedule, and changes required in other work or products.

H. Owner -Directed Substitution Approval: Substitution submittals specifically directed by Owner to be approved by the Architect for this project shall pertain to a specific item only. The Architect's stamped approval of Owner -Directed Substitution does not constitute approval for any other item, other projects or parts of project. A Change Order shall be prepared to affect the Owner's authorization of Owner -Directed Substitution.

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Provide space for Contractor and Architect review stamps.

J. Revise and resubmit submittals in their entirety, identify changes made since previous submittal.

K. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

L. Determine and verify field dimensions and conditions, materials, catalog numbers and similar data.

M. Coordinate as required with all trades and all public agencies involved.

N. Unless otherwise specifically authorized by Architect, make submittals in groups containing associated items within the same Section. Architect may reject partial submittals as not complying with provisions of this Section.
0 Where individual Sections require structural calculations, prepare submittal under direction of qualified California Licensed Structural Engineer and shall bear the Engineer's stamp and signature.

P. Format of Submittals: Submit Electronic Submittals, including but not limited to Product Data, Shop Drawings, Schedules, Certifications, tests, logs, for ease of information distribution.

At Contractor's option he may submit standard printed data on reproducible media and in number of copies required per this Section and other project Sections. Identify submitted items that are applicable to the project, including any deviations, with arrows, clouds, or other distinct graphic, or in highlighted writing that can be reproduced with black and white copiers easily discernible from background information.

1.8 CONSTRUCTION PROGRESS SCHEDULE
A. Submit Construction Progress Schedule in duplicate within 10 Days (per WVUSD General Conditions) after the date on the Notice to Proceed for Architect's review.

1. Schedule shall reflect amount of time stipulated in Agreement.

2. If the Contractor proposes an earlier completion dated than stipulated in the Agreement, Change Order will be issued reflecting revised completion date at no change in Contract Sum.

B. Revise and resubmit as required.

C Scheduling may utilize programs including Microsoft Project Schedule, Primavera Project Planner (P3), Primavera SureTrak Project Manager, Meridian Project Systems or similar programs addressing the requirements.

D. Submit computer generated network analysis diagram in accordance with Section 01 32 16.13 using Critical Path Method, generally as outlined in Associated General Contractors of America (AGC) publication "Construction Planning and Scheduling", latest Edition.

E Indicate complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start, early and late finish, float

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dates and duration. Ownership of float time is shared commodity, not for exclusive use by either party. Use float time to make up Work behind schedule until float time is depleted.

Submittals returned in less time than allowed by Contract, shall be used to reduce Contractor time extension requests.

F. Indicate Milestones and target date and their activities including completion dates, G No Time extensions will be granted nor delay damages paid until a delay occurs that impacts the schedule consumes all available float or contingency time available and extends the work beyond the contract completion date.

H Indicate estimated percentage of completion for each item of Work at each submission.

Schedule for Submission of Shop Drawings, Product Data and Samples: Incorporate "Schedule for Submission of Shop Drawings, Product Data and Samples" in Construction Progress Schedule. This schedule shall include submittal dates required for shop drawings, product data, samples and product delivery dates, including Deferred Approval Items, if any, and including those items furnished by Owner.

Provide time in schedule for Architect's review of submittals according to Contract Time.

Allow 14 calendar days for submittals requiring consultants' review.

J. Submit revised schedules with each Application for Payment identifying changes since previous version.

K. As a minimum allow 15 calendar days in schedule for final inspections before final acceptance.

Include time to correct punch list items prior to final acceptance.

L. Substantially Completed buildings scheduled to be substantially completed and may be delivered to the Owner for beneficial occupancy prior to Final Completion as allowed by the City of Beaumont

1.9 TWO-WEEK LOOK AHEAD SCHEDULE
A. Submit a Two Week Look Ahead Schedule and shall contain the following:

1. Prepare detailed two-week schedule projections for the Work to be performed during the following weeks beyond the week it is presented at the weekly construction meeting or at the request of the Architect during the construction period.

2. Be plotted in bar chart or time scale logic format and be of such size that all activity numbers and descriptions are clearly legible.

3. Be sorted by sub -contractor responsibility, actual start, early start and total float.

4. Include activity ID, description and float for each activity.

5. Include all activities, completed, in progress and scheduled to start within the time frame of the date minus one week to the data date plus two weeks.

6. Schedule shall be updated and provided at each regular progress meeting for review and comparison to approved project schedule status.

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1.10 CONSTRUCTION PHOTOGRAPHS
A. Photographer: Engage qualified persons to take construction photographs.

B. Photographic Film: Medium format, 2-1/4 by 2-3/4 inches.

C. Do not permit prints to be issued for any purpose without specific written authorization from the Architect.

D. Digital Images: Provide images in uncompressed TIFF format, produced by a digital camera with minimum sensor size of 4.0 megapixels, and at an image resolution of not less than 1024 by 768.

1. Provide Electronic or Digital copies to Owner.

E. Date Stamp: Unless otherwise indicated, date and time stamp each photograph as it is being taken so stamp is integral to photograph.

1. Identify each print with job name, location from which photograph was taken, photographer's name address and photograph number.

F. Pre -Construction Photographs: Before starting construction, take 4 color photographs of Project site and surrounding properties from different vantage points, as directed by Architect. Show existing conditions adjacent to property.

G. Periodic Construction Photographs: Take 4 color photographs monthly, coinciding with cutoff date associated with each Application of Payment. Photographer shall select vantage points to best show status of construction and progress since last photographs were taken.

Take photographs same time of day.

1. Field Office Prints: Retain 1 set of prints of periodic photographs in field office at Project site available at all times for reference. Identify photographs same as for those submitted to Architect.

2. Final Completion Construction Photographs: Take 8 color photographs after date of Substantial Completion for submission as Project Record Documents.

Architect will direct photographer for desired vantage points.

3. Submit Construction Photographs to Owner monthly, submit before Application for Payment.

1.11 COORDINATED DRAWINGS
A. Submit drawings that indicate routing, locations sizes, types and number of components in concealed spaces where potential conflict may occur between structures, mechanical, electrical, communications and ceiling suspension systems.

B. Indicate locations of ceiling penetrations and surface -mounted items. Provide cross sections at areas to indicate proper support of ceilings and non-interference with work of other Sections of specifications. Cross sections shall indicate coordination required and proposed solutions for routing of elements where potential conflict exists. Reproduction of Architect's reflected ceiling plan is not acceptable.

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C Drawings shall be based on field measurements, shop drawings and product data.

D. Conflicts shall be brought to Architect's attention immediately.

E. Submit to Architect, in writing, requests for clarification or interpretations that will affect intent and/or scope of Contract Documents.

F. Coordinated drawings shall indicate each class of Work in affected area. Drawing or written submittal shall include Contractor's recommendations for solution of any potential conflicts as well as recommendations tendered by any Work of any Section of Specifications which may be affected thereby.

G. Submit coordinated drawings in scale of not less than 1/8" = 1'-0" with necessary sections and profiles at an appropriate, clearly readable enlarged scale. Submit coordinated drawings as one electronic (CD) copy and one bond (hard) copy.

H. Architect will review submittals, make appropriate notations and comments to ensure solution meets intent of Contract Documents and then return to Contractor for implementation.

Contractor shall be responsible for proper coordination of Work of Sections of Specifications in execution of coordinated drawings. Installation of materials, components or equipment under one Section of Specifications without full and complete, agreement, knowledge and consent by fabricators of adjacent or otherwise related or affected Work will not be approved.

J. It shall be incumbent upon Contractor that fabricators of Work involved in execution of coordinated drawings be informed, consulted and advised in sufficient advance time to arrive at solutions where no extension of contract time for extra cost to Owner will be approved due to Contractor's negligence in expeditious, timely submittal of coordinated drawings.

1.12 SHOP DRAWINGS
A. Within 10 days (per WVUSD General Conditions) from Notice to Proceed submit to Architect for review and acceptance, "Schedule for Submission of Shop Drawings, Product Data and Samples" (Submission Schedule) listing required submittals and review dates. Schedule shall allow sufficient time for checking by Architect. Incorporate Submission Schedule in Construction Progress Schedule. Days: Calendar Days.
1 Additionally, submit all Shop Drawings, Product Data and Samples according to the following guidelines. Guidelines are provided to allow Architect and Engineers adequate time for review and is not intended to dictate contractor's means and methods:
a. Contract of 60 to 90 days: Submit within 15 days from acceptance of Submission Schedule. Allow Architect 15 days to respond (defined as reviewed and returned). Re -submittals: allow contractor 7 days, allow Architect 10 days to respond.
b. Contract of 90 to 180 days: Submit within 30 days from Notice to Proceed.

Allow Architect 15 days to respond. Re -submittals: allow Contractor 10 days, and Architect 15 days to respond.
c. Contract of 180 to 270 days: Submit within 45 days from Notice to Proceed.

Allow Architect 21 days to respond. Re -submittals: allow

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Contractor 10 days, and Architect 15 days to respond.
d. Contract of 270 to 360 days: Submit within 60 days from Notice to Proceed.

Allow Architect 21 days to respond. Re -submittals: allow Contractor 10 days, and Architect 15 days to respond.

B. Submit newly prepared information, drawn to accurate scale. Highlight, encircle or otherwise indicate deviations from Contract Documents.

Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to Project will not be approved as shop drawings.

C Shop drawings shall include fabrications and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include following information:

1. Dimensions

2. Identification of products and materials included.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

D. Sheet Size for print submittals: Except for templates, patterns and similar full-size drawings, submit shop drawings on sheets at least 8-1/2 inch x 11 inch, but not larger than 30 inch x 42 inch.

E. Contractor shall review, stamp with his approval as herein required, and submit with reasonable promptness and in orderly sequence, according to Submittal Schedule, all shop drawings required by Contract Documents or subsequently by Architect as covered by modifications.

Shop drawings shall be properly identified. At time of submission Contractor shall inform Architect in writing and with highlighted annotation on shop drawings of any deviation in shop drawings from requirements of Contract Documents.

F Stamp: Each page of shop drawings shall bear Contractor's stamp, which shall signify Contractor's representation that he has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated information contained in shop drawings. Each stamp shall be accompanied by wet signature or initial of employee of Contractor who may be contacted for information. Stamped signatures or initials are not acceptable.

G. Method of Review: Submit Electronic Shop Drawing Submittals. Identify submitted items that are applicable to the project, including any deviations, with arrows, clouds, or other distinct graphic, or in highlighted writing that can be reproduced with black and white copiers easily discernible from background information.

1. Comments or corrections will be noted on submittals and returned to Contractor, who shall identify all changes made since previous submittal and resubmit in same manner.

When reviewed, submittals will be stamped and returned to Contractor Who shall make distribution of electronic copies as required.

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H. Processing Time

1. Allow enough time for submittal review, including time for re -submittals, as follows:
a. Time for review shall commence on Architect'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 re -submittals.
b. In accordance with the Schedule for Submission of Shop Drawings, Product Data and Samples. Review of each submittal for conformance with design concept of Project and with information given in Contract Documents.

Architect's review of a separate item shall not indicate acceptance of assembly in which that item functions. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. c. Submittals requiring Consultants' Review: Where review of submittals by Architect's consultants is required, allow 14 calendar days for review of each submittal.

2. Re -submittal Review: In accordance with the Schedule for Submission of Shop Drawings, Product Data and Samples for each re -submittal.

Submittal of shop drawings to Architect, shall be made by Contractor with dated transmittal form or letter, and not by subcontractors or suppliers.

J. Architect's review of shop drawings shall not relieve Contractor of responsibility for any deviation from requirements of Contract Documents unless Contractor has informed Architect in writing of such deviation at time of submission and Architect has given written acceptance to specific deviation, nor shall Architect's review relieve Contractor from responsibility for errors or omissions in shop drawings.

K. No portion of Work requiring shop drawings shall be commenced until shop drawings have been returned with review by Architect.

L. At Contractor's option, he may request and if Architect approves use Architect's computer - generated drawings in electronic format. Contractor's request must be in writing with list of drawings requested and BIM format required. Contractor assumes all liability for accuracy of shop drawings if he opts to use Architect's drawings. Software for BIM formats requested by Contractor not currently available to Architect will be provided by Contractor at his own expense. Complete BIM Drawing Request Form at the end of this Section for request.

1. Engineers' Drawings, BIM engineers' drawings are available only at discretion of the Engineer.

1.13 PRODUCT DATA
A. Submit within time required by Shop Drawings.

B. Submittal shall be in electronic format; all files to be .pdf format.

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C Mark each copy to identify applicable products, models, options and other data. Supplement manufacturers' standard data to provide information unique to this Project.

D. After review, distribute and provide copies for Record Documents.

1.14 SAMPLES
A. Submit within time required by Shop Drawings.

B. Submit samples to illustrate functional and aesthetic characteristics of product with integral parts and attachment devices. Coordinate sample submittals for interfacing Work.

C Submit samples of finishes from the full range of manufacturers' standard colors, textures and patterns for Architect selections, or in custom colors selected.

D. Include identification on each sample with full Project information.

E. Submit minimum of three (3) samples or as specified in individual Sections of Specifications, two (2) of which will be retained by Architect.

F. Reviewed samples which may be used in the Work are indicated Sections of the Specifications, two (2) of which will be retained by the Architect.

G. Selection or rejection of samples will be determined by Architect in writing.

H. Colors: Materials that are visually related to other finishes require that subcontractors submit their samples before normally scheduled in order that color selection can be made for other items that are scheduled to be ordered earlier in construction schedule. Complete submittal of color charts and color samples shall be made before related colors will be selected Architect.

Contractor shall be responsible to coordinate submittal schedules so as not to delay Work.

1.15 FINISHES MATERIALS SCHEDULE
A. Submit in accordance with Submittal Procedures.

B. Submit Schedule verifying lead times of materials and products as scheduled on the Drawings.

1.16 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual Specification Sections, submit manufacturer's printed instruction for delivery, storage, assembly, installation, start-up, adjusting and finishing in quantities specified for product data.

B. Identify conflicts between manufacturer's Instructions and contract documents.

1.17 MANUFACTURER'S CERTIFICATIONS
A. When specified in individual Specification Sections, submit manufacturers' certificate to Architect for review in quantities specified for product data.

B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits and certifications as appropriate.

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C. Certificates may be recent or previous test results on material or product but must be acceptable to Architect.

1.18 SPECIAL PROCEDURES - ACCELERATION OF THE WORK
A. If, in judgment of Architect or Owner, it becomes necessary at any time to accelerate Work or portion thereof, Contractor, when ordered or directed by Architect or Owner, shall deploy workers in such portions of Project where directed to enable others to properly engage and carry on their work.

1. If circumstances require that entire Work or portion thereof be completed at date earlier than Contract Completion Date as adjusted by change orders, Contractor, when ordered or directed by Owner or Architect, shall increase his forces, equipment, hours of work, and/or number of shifts and shall expedite delivery of materials to meet the altered completion date or dates ordered or directed. Any increase in cost to Contractor in compliance with such orders or directives will be adjusted in accordance with Contact Documents.

B. If, in judgment of Architect or Owner, Work is behind schedule and rate of placement of work is inadequate to regain scheduled progress so as to ensure timely completion of Work or separable portion thereof, Contractor, when so informed by Architect or Owner, shall immediately take action to increase rate of Work placement.

1. This shall be accomplished by any one or combination of following or other suitable measures:
a. An increase in working forces,
b. An increase in equipment ortools,
c. An increase in hours of work or number of shifts,
d. Expediting delivery of materials.

2. Contractor shall, within ten (10) calendar days after being so informed, notify Architect of specific measures taken and/or planned to increase rate of progress together with estimate of when scheduled progress will be regained. Should plan of action be deemed inadequate by Architect or Owner, Contractor will take additional steps or make adjustments as necessary to his plan of action until it meets with Architect's or Owner's approval.

3. Acceleration of Work will continue until scheduled progress is regained. Scheduled progress shall be established from latest revised approved progress schedule for Project.

4. Timely completion will be understood as Contract Completion Date as revised by all time extensions granted at time acceleration is undertaken.

5. Contractor shall not be entitled to additional compensation for additional effort he applies to Work under terms of this sub -paragraph.

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C. Any directive or order to accelerate Work will be in writing. Any directive or order terminating accelerated Work will be in writing.

1.19 PRECEDENCE
A. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

B. In the event of conflicts or discrepancies among the Contract Documents, interpretations will be based on the following priorities:

1. The Agreement.

2. Addenda, with those of later date having precedence over those of earlier date.

3. The General Conditions of the Contract for Construction.

4. Drawings and Technical Specifications.

5. In the case of an inconsistency between Drawings and Specifications or within either Document not clarified by addendum, the better quality or greater quantity of Work shall be provided in accordance with the Architect's interpretation.

6. Any work called for in the Drawings and not mentioned in the Specifications, or vice versa, shall be performed as though fully set forth in both.

7. Contractor shall secure written permission from, Architect before proceeding with work affected by omission or discrepancies in the Contract. a. Separate sections of this Specification are arranged only for convenience of Contractor, and nothing stated herein should be misconstrued as suggesting jurisdiction over items of work by any different building trades.

1.20 SAFETY PLAN
A. During the entire construction period, it shall be the sole responsibility of each Contractor to maintain conditions at the Project Site to meet the requirements of the Federal Occupational Safety and Health Administration (OSHA) and California Occupational regulations. This provision shall cover the Contractor's employees and all other persons working upon or visiting the site. The Contractor shall become fully informed of all applicable standards and regulations and inform all persons and representatives responsible for work under this Contract.

1. Each Contractor shall submit to the Project Manager their Company Safety Plan within seven (7) calendar days following date of issuance of the letter of intent.

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PART 2 - PRODUCTS

2.1 MOTOR HORSEPOWER - MECHANICAL AND ELECTRICAL COORDINATION A. In general, motors larger than 1/2 Hp shall be three phase, motors 1/2 Hp or less shall be single phase.

B. Voltage and phase of motors as scheduled on electrical drawings shall take precedence in case of conflict between mechanical and electrical drawings or requirements 2 01 A., above.

C. Linder Work of Divisions 21, 22, and 23 and as shown on the drawings. shall include coordination of mechanical equipment with requirements of Division 26 before ordering.

1. If motors' horsepower is changed under Work of the mechanical/plumbing drawings, the additional electrical cost of change shall be the responsibility of the Mechanical or Plumbing Sub -Contractor. Increase or decrease motor horsepower from that specified shall not be made without written approval from Architect.

2.2 PRODUCTS FOR PATCHING AND EXTENDING WORK
A. Refer to Section 01 70 00 Execution Requirements.

PART 3 - EXECUTION

3.1 NOT USED.
(BIM FORM ON NEXT PAGE)

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

ADMINISTRATIVE REQUIREMENTS
Section 01 30 00

BIM MODEL REQUEST FORM
Date:

Project:

SGH ,lob Number,
Project Architect:

We
Contractor
Request the following listed BIM Model{s} for use in the execution of our Work under the Contract Documents of the subject project, and hereby assume all and sole responsibilrty of field verification and coordination with the Work of associated trades.

The Contractor further agrees, to the fullest extent permitted by law, to indemnify and hold harrn6ess the Architect, its officers, directors, employees and subconsuttants (collectively- Architect) against any damages, liabilities or costs. including reasonable attorneys' fees and defense costs, arising from or allegedly arising from or in any way connected with the unauthorized reuse or modification cif the electronic files by the Contractor or any person or entity that acquires or obtains the electronic files from or through the Contractor without the written authorization of the Architect.

Model Name: Dated Model Title
Requested File Format
d RVT (Revit - 2015)
Requested File Deliverable
D USA Flash Drive
[1 E-MAIL (Newforma Info Exchange)
0 FTP (Zipped Files)
❑ CD Rom
Contractor's E-mail address
Contractors are not required to pay for the first 2 models (maximum)_ Additional models available at a rate of $50.00 per model.

Total payment enclosed $. .. , (checks made payable to SGHArchiteds)- Signed:

Title:

Company:

Address:

Telephone:

Contact: S HArchitecls inc.

P oyect Manager

END OF FORM

END OF SECTION

CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00

ADMINISSTRAVITE REQUIREMENTS
Section 0130 00

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION
SECTION 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.1 SUMMARY
A. The work includes the preparation and submission of the schedules and reports specified herein, including the up-to-date maintenance thereof as required. The Conditions of the Contract and the other sections of Division 1 apply to this section as fully as if repeated herein.

1.2 CONSTRUCTION SCHEDULE
A. Immediately upon being awarded the Contract and before request for a partial payment, the Contractor shall prepare and submit to the Architect a construction progress schedule. The schedule shall be prepared in chart form according to the Critical Path Method (CPM) with the dates for beginning and completion of each trade and activity included. Computer prepared CPM charts are acceptable. The schedule shall conform to the working time and the time of completion established under the terms of the Contract and shall be subject to modification by and approval of the Owner. When, in the opinion of the Owner, it becomes necessary to accelerate the work, the Contractor, when so ordered, shall modify the schedule to conform to such requirements.

B. The Construction Schedule shall be continuously updated and, if necessary, redrawn and submitted simultaneously with the application for progress payments. Each revised schedule shall indicate the work actually accomplished during the previous period and the schedule for completion of the remaining work.

C. A copy of the most recent updated Construction Schedule shall be posted in the Contractor's job office, and copies of all out-of-date schedules shall be kept at the job office at all times for perusal by the Owner.

1.3 SUBMITTAL SCHEDULE
A. The Contractor shall also furnish a separate schedule along with the Construction Schedule specified above, showing the proposed dates for submittal of all samples, shop drawings, and product data.

B. Submit two copies of the submittal schedule to the Architect.

1.4 SCHEDULE OF VALUES
A. Immediately upon being awarded the Contract, and before request for payment, prepare and submit to the Architect a Schedule of Values allocated to the various portions of the work.

This Schedule of Values, unless objected to by the Architect, shall be used only as the basis for the Contractor's Applications for Payment.

B. The schedule shall list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing values for progress payments during construction.

Follow the table of contents of this Project Manual as the format for listing component items.

CITY OF BEAUMONT - RAMP REPLACEMENT
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CONSTRUCTION PROGRESS DOCUMENTATION
Section 01 32 00

SECTION 0132 00

CONSTRUCTION PROGRESS DOCUMENTATION
For each major line item list sub -values of major products or operations under the item, where applicable.

C. Each item shall include a directly proportional amount of the Contractors overhead and profit.

D. For items on which progress payments will be requested for stored materials, break down the value into (1) the cost of the materials, delivered and unloaded, with taxes paid, and (2) the total installed value.

E. The sum of all values listed in the schedule shall equal the total Contract sum.

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

END OF SECTION

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

CONSTRUCTION PROGRESS DOCUMENTATION
Section 01 32 00

SECTION 01 32 16.13

NETWORK ANALYSIS SCHEDULES
SECTION 01 32 16.13 - NETWORK ANALYSIS SCHEDULES
PART 1 - GENERAL

1.1 SECTION INCLUDES
A References
B. Quality Assurance.

C. Format
D. Schedule
E. Submittals
F. Review and Evaluation.

G. Updating Schedule.

H. Distribution

1.2 REFERENCES
A. "Construction Planning and Scheduling", The Associated General Contractors of America (AGC), Washington, D.C., Latest Edition.

1.3 QUALITY ASSURANCE
A. Scheduler: Contractor's Personnel specializing in CPM scheduling with one year minimum experience in scheduling construction Work of complexity comparable to this Project, and having use of computer facilities capable of delivering detailed graphic printout within 48 hours of request.

B. Contractor's Administrative Personnel: One year minimum experience in using and monitoring CPM schedule on comparable projects.

1.4 FORMAT
A. Scheduling may utilize programs (Latest Editions) including Microsoft Project, Primavera Project Planner for Windows (P3), Primavera SureTrack Project Manager, Meridian Project Systems or similar programs addressing the requirements.

B. Listings: Reading from left to right, in ascending order for each activity. Identify each activity with applicable Specification section number.

C Diagram Sheet Size: 30 inches high by width required.

D. Scale and Spacing: To allow for notations and revisions.

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

NETWORK ANALYSIS SCHEDULES
Section 01 32 16.13

SECTION 01 32 16.13

NETWORK ANALYSIS SCHEDULES

1.5 SCHEDULE
A. Prepare Network Analysis Schedule and supporting mathematical analyses using Critical Path Method, under concepts and methods outlines in AGC's "Construction Planning and Scheduling" B. Diagrams to illustrate order and interdependence of activities and sequence of Work, how start of given activity depends on completion of preceding activities, and how completion of activity may restrain start of subsequent activities.

C. Illustrate complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start, early and late finish, float dates and duration. Provide dates for procurement and delivery of critical products and dates for installation and provision for testing. Provide legend for symbols and abbreviations used. Indicate fabrication, delivery and installation activities.

D. Incorporate Schedule for Submission of Shop Drawings and Samples. Submittal dates required for shop drawings, product data, samples and product delivery dates, including those furnished by Owner. Provide time in schedule for review of submittals.

E. Mathematical Analysis: Tabulate each activity of detailed network diagrams, using calendar dates and identifying for each activity:

1. Preceding and following event number.

2. Activity description.

3. Estimated duration of activity, in maximum 15 day intervals.

4. Earliest start date.

5. Earliest finish date.

6. Actual start date.

7. Actual finish date.

8. Latest start date.

9. Latest finish date.

10. Lag time, total and free float for each activity and critical path.

11. Monetary value of activity, keyed to Schedule of Values.

12. Manpower and cost loading of scheduled activities.

13. Percentage of activity completed.

14. Responsibility
D. Analysis Program: Capable of compiling monetary value of completed and partially completed activities of accepting revised completion dates and re -computation of all dates and float.

E. Required Sorts: List activities in sorts or groups:

1. By preceding Work item or event number from lowest to highest.

2. By amount of float, then in order of early start.

3. By responsibility in order of earliest possible start date.

4. In order of latest allowable start dates.

5. In order of latest allowable finish dates.

6. Contractor's periodic payment request sorted by Schedule of Values.

7. Listing of basic input data that generates report.

8. Listing of activities on critical path.

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NETWORK ANALYSIS SCHEDULES
Section 01 32 16.13

SECTION 01 32 16.13

NETWORK ANALYSIS SCHEDULES
F. Coordinate contents with Schedule of Values.

1. Contractor shall not sequester float through strategies including extending activity duration estimates to consume available float, using preferential logic, using extensive or insufficient crew or resource loading, use of float suppression techniques, special lead or lag logic restraints or imposed dates.

1.6 SUBMITTALS
A. COMPLETE Network Analysis Schedule: Within 10 days after Notice to Proceed, submit Draft of proposed COMPLETE Network Analysis Schedule for review. Include written certification that major mechanical and electrical Subcontractors have reviewed and accepted proposed schedule.

Make submittals in sufficient time for Architect's review.

B. Participate in review of Preliminary and Complete Network Analysis Schedule jointly with Architect.

C Number of opaque reproductions Contractor requires, plus three copies which will be retained by Architect.

D. One reproducible transparency and one opaque reproduction.

E. All schedule submittals, including progress updates for duration of Work, shall include electronic submittal in original file format, by e-mail or delivered on storage media agreed to.

F. Updated network schedule with each Application for Payment.

1.7 REVIEW AND EVALUATION
A. Participate in joint review and evaluation of network diagrams and analysis with Architect at each submittal.

B. Evaluate project status to determine Work behind schedule and Work ahead of schedule.

C. After review, revise as necessary as result of review and resubmit within 10 days.

1.8 UPDATING SCHEDULE
A. Maintain schedule to record actual start and finish dates of completed activities.

1. Submit updated schedule at each scheduled project meeting or monthly, whichever is more frequent.

B. Indicate progress of each activity to date of revision with project completion date of each activity. Update diagrams to graphically depict current status of Work.

C. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

CITY OF BEAUMONT - RAMP REPLACEMENT
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NETWORK ANALYSIS SCHEDULES
Section 01 32 16.13

SECTION 01 32 16.13

NETWORK ANALYSIS SCHEDULES
D. Indicate changes required to maintain Date of Certified Completion.

E. Submit sorts required to support recommended changes.

F. Provide narrative report to define problem areas, anticipated delays and impact on Schedule. Report corrective action taken or proposed and its effect including effect of change on schedule of separate contractors.

1.9 DISTRIBUTION
A. Following joint review, distribute copies of updated schedule to Contractor's project site file, to Subcontractors, Suppliers, Architect, Owner and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedule.

PART 2 - PRODUCTS

2.1 NOT USED.

PART 3 - EXECUTION

3.1 NOT USED.

END OF SECTION

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

NETWORK ANALYSIS SCHEDULES
Section 01 32 16.13

SECTION 01 33 00

SUBMITTAL PROCEDURES
SECTION 01 33 00 - SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Submittal Procedures
B. Shop Drawings
C. Product Data
D. Samples
E. Manufacturers' Instructions
F. Manufacturers' Certificates
G. Coordinated Drawings

1.2 SUBMITTAL PROCEDURES
A. Transmit separate request for each submittal directly to the General Contractor.

1. Bind submittals sturdily, neatly label covers.

2. Include Architect job number as it appears on Contract Documents.

3. Include agency application or approval number.

B. Sequentially number the transmittal forms. Resubmittals to have original number with a revision number suffix (ie. 01.1, 01.2 etc.)
C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and Specification Section number, as appropriate.

1. Provide name and telephone number of individuals who may be contacted for further information.

D. Apply Contractor's dated stamp with Contractor's original signature or initials affixed thereto, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. Stamped signatures or initials are not acceptable.

E. Schedule submittals to expedite the Project. Coordinate submission of related items.

1. Make all submittals in accordance with the progress schedule and far enough in advance of scheduled dates of installation to provide required time for reviews for securing necessary approvals for possible revision and resubmittal and for placing orders and securing delivery.

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SUBMITTAL PROCEDURES
Section 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES
F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

G. State effect of substitution on construction schedule, and changes required in other work or products.

H. Provide space for Contractor and Architect review stamps.

Revise and resubmit submittals as required, identify all changes made since previous submittal.

J. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

K. Determine and verify all field dimensions and conditions, materials, catalog numbers and similar data.

L. Coordinate as required with all trades and all public agencies involved.

M. Unless otherwise specifically authorized by Architect, make all submittals in groups containing all associated items. Architect may reject partial submittals as not complying with the provisions of this section.

1.3 SHOP DRAWINGS
A. Submit a schedule of the shop drawings, listing their required submission and review dates to the Architect for review and acceptance. The schedule shall allow sufficient time for checking by the Architect. In addition, the shop drawing submission and review dates shall be incorporated into the progress schedule required in the General Conditions.

B. Submit newly prepared information, drawn to accurate scale. Highlight, encircle or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project will not be approved as Shop Drawings.

C. Shop Drawings shall include fabrications and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information:

1. Dimensions

2. Identification of products and materials included.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

D. Sheet Size: Except for templates, patterns and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 inch x 11 inch, but not larger than 30 inch x 42 inch.

CITY OF BEAUMONT - RAMP REPLACEMENT
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SUBMITTAL PROCEDURES
Section 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES
E. The Contractor shall review, stamp with his approval as herein required, and submit with reasonable promptness and in orderly sequence, in accordance with the submittal schedule, all shop drawings required by the Contract Documents or subsequently by the Architect as covered by modifications. Shop drawings shall be properly identified. At the time of submission, the Contractor shall inform the Architect in writing of any deviation in the shop drawings from the requirements of the Contract Documents.

F. Stamp: Each page of shop drawings shall bear the Contractor's stamp, which shall signify the Contractor's representation that he has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained in the shop drawings. Each stamp shall be accompanied by a wet signature or initial of an employee of the Contractor who may be contacted for information. Stamped signatures or initials are not acceptable.

G. Method of Review: Make initial submittal of two blueline prints and one sepia transparency of the shop drawings. Comments or corrections will be noted on the transparency and returned to the Contractor, who shall identify all changes made since the previous submittal and resubmit in the same manner. When reviewed, the transparency will be stamped and returned to the Contractor who shall make distribution of copies as required.

H. The Architect will review shop drawings with reasonable promptness so as not to cause any delay, but only for conformance with the design concept of the project and with the information given in the Contract Documents. The Architect's favorable review of a separate item shall not indicate acceptance of an assembly in which the item functions.

Submittal of shop drawings to the Architect shall be made by the Contractor with a dated transmittal form or letter, and not by subcontractors or suppliers.

J. The Architect's review of shop drawings shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written acceptance to the specific deviation, nor shall the Architect's favorable review relieve the Contractor from responsibility for errors or omissions in the shop drawings.

K. No portion of work requiring shop drawings shall be commenced until the shop drawings have been returned with a favorable review by the Architect.

1.4 PRODUCT DATA
A. Submit six (6) copies. One (1) copy will be retained by the Architect.

B. Mark each copy to identify applicable products, models, options and other data.

Supplement manufacturers' standard data to provide information unique to this Project.

C. After review, distribute and provide copies for Record Documents.

1.5 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

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SUBMITTAL PROCEDURES
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SECTION 01 33 00

SUBMITTAL PROCEDURES
B. Submit samples of finishes from the full range of manufacturers' standard colors, textures and patterns for Architect selection, or in custom colors selected.

C. Include identification on each sample with full Project information.

D. Submit a minimum of six (6) samples or as specified in individual sections of the specifications, three of which will be retained by the Architect.

E. Reviewed samples which may be used in the Work are indicated in individual specification Sections.

F. Selection or rejection of samples will be made by the Architect in writing.

1.6 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting and finishing in quantities specified for Product Data.

B. Identify conflicts between manufacturers' instructions and Contract Documents.

1.7 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to Architect for review in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits and certifications as appropriate.

C. Certificates may be recent or previous test results on material or product but must be acceptable to Architect.

1.8 COORDINATED DRAWINGS
A. Submit drawings which indicate routing, locations, sizes, types and numbers of components in concealed spaces where potential conflict may occur between structures, mechanical, electrical, fire sprinklers, communications and ceiling suspension systems.

B. Indicate locations of all ceiling penetrations and surface -mounted items. Provide cross sections at all areas to indicate proper support of ceilings and non-interference with work of other sections of the specifications. Cross sections shall indicate coordination required and proposed solutions for routing of elements where potential conflict exists.

Reproduction of Architect's reflected ceiling plan is not acceptable.

C. Drawings shall be based on field measurements, shop drawings and product data.

D. Conflicts shall be brought to Architect's attention immediately.

E. Submit to the General Contractor, in writing, requests for clarification or interpretations that will affect the intent of the Contract Documents.

CITY OF BEAUMONT - RAMP REPLACEMENT
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SUBMITTAL PROCEDURES
Section 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES
F. The coordinated drawings shall indicate each class of work in the affected area. The drawing or written submittal shall include Contractor's recommendations for the solution of any potential conflicts as well as recommendations tendered by any work of any section of the specifications which may be affected thereby.

G. Submit the coordinated drawings in a scale of not less than 1/8" = 1' - 0" with necessary sections and profiles at an appropriate, clearly readable enlarged scale. Submit the coordinated drawings as one reproducible and two blue -line prints.

H. The Architect will review the submittals, make appropriate notations and comments to ensure the solution meets the intent of the Contract Documents and then return to Contractor for implementation.

I. The Contractor shall be responsible for the proper coordination of the work of all sections of the specifications in the execution of coordinated drawing. Any installation of materials, components or equipment under one section of the specifications without full and complete, agreement, knowledge and consent by fabricators of adjacent or otherwise related or affected work will not be approved.

J. It shall be incumbent upon the Contractor that all fabricators of work involved in the execution of coordinated drawings be informed, consulted and advised in sufficient advance time to arrive at solutions where no extension of contract time or extra cost to the Owner will be approved due to Contractor's negligence in the expeditious, timely submittal of coordinated drawings.

PART 2 - PRODUCTS

NOT USED
PART 3 - EXECUTION

NOT USED

END OF SECTION

CITY OF BEAUMONT - RAMP REPLACEMENT
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SUBMITTAL PROCEDURES
Section 01 33 00

SECTION 0133 00

SUBMITTAL PROCEDURES

THIS PAGE INTENTIONALLY LEFT BLANK

CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00

SUBMITTAL PROCEDURES
Section 01 33 00

SECTION 01 35 16

ALTERATION PROJECT PROCEDURES
SECTION 01 35 16 - ALTERATION PROJECT PROCEDURES
PART 1 - GENERAL

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

1.2 SUMMARY
A. Section includes special procedures for alteration work.

1.3 DEFINITIONS
A. Alteration Work: This term includes remodeling, renovation, repair, and maintenance work performed within existing spaces or on existing surfaces as part of the Project.

B. Consolidate: To strengthen loose or deteriorated materials in place.

C. Design Reference Sample: A sample that represents the Architect's prebid selection of work to be matched; it may be existing work or work specially produced for the Project.

D. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

E. Match: To blend with adjacent construction and manifest no apparent difference in material type, species, cut, form, detail, color, grain, texture, or finish as approved by Architect.

F. Refinish: To remove existing finishes to base material and apply new finish to match original, or as otherwise indicated.

G. Repair: To correct damage and defects, retaining existing materials, features, and finishes. This includes patching, piecing -in, splicing, consolidating, or otherwise reinforcing or upgrading materials.

H. Replace: To remove, duplicate, and reinstall entire item with new material. The original item is the pattern for creating duplicates unless otherwise indicated.

Replicate: To reproduce in exact detail, materials, and finish unless otherwise indicated.

J. Reproduce: To fabricate a new item, accurate in detail to the original, and from either the same or a similar material as the original, unless otherwise indicated.

K. Retain: To keep existing items that are not to be removed or dismantled.

L. Strip: To remove existing finish down to base material unless otherwise indicated.

CITY OF BEAUMONT - RAMP REPLACEMENT
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ALTERATION PROJECT PROCEDURES
Section 01 35 16

SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1.4 COORDINATION
A. Alteration Work Subschedule: A construction schedule coordinating the sequencing and scheduling of alteration work for entire Project, including each activity to be performed, and based on Contractor's Construction Schedule. Secure time commitments for performing critical construction activities from separate entities responsible for alteration work.

1. Schedule construction operations in sequence required to obtain best Work results.

2. Coordinate sequence of alteration work activities to accommodate the following:
a. Owner's continuing occupancy of portions of existing building. b. Owner's partial occupancy of completed Work.
c. Other known work in progress.
d. Tests and inspections.

3. Detail sequence of alteration work, with start and end dates.

4. Utility Services: Indicate how long utility services will be interrupted. Coordinate shutoff, capping, and continuation of utility services.

5. Use of stairs.

6. Equipment Data: List gross loaded weight, axle -load distribution, and wheel -base dimension data for mobile and heavy equipment proposed for use in existing structure. Do not use such equipment without certification from Contractor's professional engineer that the structure can support the imposed loadings without damage.

B. Pedestrian and Vehicular Circulation: Coordinate alteration work with circulation patterns within Project building(s) and site. Some work is near circulation patterns. Circulation patterns cannot be closed off entirely and in places can be only temporarily redirected around small areas of work. Plan and execute the Work accordingly.

1.5 MATERIALS OWNERSHIP
A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may be encountered or uncovered during the Work, regardless of whether they were previously documented, remain Owner's property.

1. Carefully dismantle and salvage each item or object in a manner to prevent damage and protect it from damage, then promptly deliver it to Owner where directed at Project site.

1.6 INFORMATIONAL SUBMITTALS
A. Alteration Work Subschedule:

CITY OF BEAUMONT - RAMP REPLACEMENT
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ALTERATION PROJECT PROCEDURES
Section 01 35 16

SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1. Submit alteration work subschedule within seven (7) days of date established for commencement of alteration work.

B. Preconstruction Documentation: Show preexisting conditions of adjoining construction and site improvements that are to remain, including finish surfaces, that might be misconstrued as damage caused by Contractor's alteration work operations.

1.7 QUALITY ASSURANCE
A. Specialist Qualifications: An experienced firm regularly engaged in specialty work similar in nature, materials, design, and extent to alteration work as specified in each Section and that has completed a minimum of five (5) recent projects with a record of successful in-service performance that demonstrates the firm's qualifications to perform this work.

1. Field Supervisor Qualifications: Full-time supervisors experienced in specialty work similar in nature, material, design, and extent to that indicated for this Project.

Supervisors shall be on -site when specialty work begins and during its progress.

Supervisors shall not be changed during Project except for causes beyond the control of the specialist firm.
a. Construct new mockups of required work whenever a supervisor is replaced.

B. Title X Requirement: Each firm conducting activities that disturb painted surfaces shall be a "Lead -Safe Certified Firm" according to 40 CFR 745, Subpart E, and use only workers that are trained in lead -safe work practices.

C. Alteration Work Program: Prepare a written plan for alteration work for whole Project, including each phase or process and protection of surrounding materials during operations.

Show compliance with indicated methods and procedures specified in this and other Sections.

Coordinate this whole -Project alteration work program with specific requirements of programs required in other alteration work Sections.

1. Dust and Noise Control: Include locations of proposed temporary dust- and noise - control partitions and means of egress from occupied areas coordinated with continuing on -site operations and other known work in progress.

2. Debris Hauling: Include plans clearly marked to show debris hauling routes, turning radii, and locations and details of temporary protective barriers.

D. Fire -Prevention Plan: Prepare a written plan for preventing fires during the Work, including placement of fire extinguishers, fire blankets, rag buckets, and other fire -control devices during each phase or process. Coordinate plan with Owner's fire -protection equipment and requirements. Include fire -watch personnel's training, duties, and authority to enforce fire safety.

E. Safety and Health Standard: Comply with ANSI/ASSE A10.6.

1.8 STORAGE AND HANDLING OF SALVAGED MATERIALS
A. Salvaged Materials:

CITY OF BEAUMONT - RAMP REPLACEMENT
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SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1. Clean loose dirt and debris from salvaged items unless more extensive cleaning is indicated.

2. Pack or crate items after cleaning; cushion against damage during handling. Label contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area on -site.

5. Protect items from damage during transport and storage.

B. Salvaged Materials for Reinstallation:

1. Repair and clean items for reuse as indicated.

2. Pack or crate items after cleaning and repairing; cushion against damage during handling. Label contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment unless otherwise indicated. Provide connections, supports, and miscellaneous materials to make items functional for use indicated.

C. Existing Materials to Remain: Protect construction indicated to remain against damage and soiling from construction work. Where permitted by Architect, items may be dismantled and taken to a suitable, protected storage location during construction work and reinstalled in their original locations after alteration and other construction work in the vicinity is complete.

D. Storage: Catalog and store items within a weathertight enclosure where they are protected from moisture, weather, condensation, and freezing temperatures.

1. Identify each item for reinstallation with a nonpermanent mark to document its original location. Indicate original locations on plans, elevations, sections, or photographs by annotating the identifying marks.

2. Secure stored materials to protect from theft.

3. Control humidity so that it does not exceed 85 percent. Maintain temperatures 5 degrees Fahrenheit or more above the dew point.

E. Storage Space:

1. Owner will arrange for limited on -site location(s) for free storage of salvaged material.

This storage space does not include security and climate control for stored material.

CITY OF BEAUMONT - RAMP REPLACEMENT
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Section 01 35 16

SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1.9 FIELD CONDITIONS
A. Survey of Existing Conditions: Record existing conditions that affect the Work by use of measured drawings preconstruction photographs.

B. Discrepancies: Notify Architect of discrepancies between existing conditions and Drawings before proceeding with removal and dismantling work.

C. Owner's Removals: Before beginning alteration work, verify in correspondence with Owner that all items to be removed and salvaged by the Owner have been removed.

D. Size Limitations in Existing Spaces: Materials, products, and equipment used for performing the Work and for transporting debris, materials, and products shall be of sizes that clear surfaces within existing spaces, areas, rooms, and openings, including temporary protection, by 12 inches or more.

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

3.1 PROTECTION
A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and surrounding buildings from harm resulting from alteration work.

1. Use only proven protection methods, appropriate to each area and surface being protected.

2. Provide temporary barricades, barriers, and directional signage to exclude the public from areas where alteration work is being performed.

3. Erect temporary barriers to form and maintain fire -egress routes.

4. Erect temporary protective covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during alteration work.

5. Contain dust and debris generated by alteration work, and prevent it from reaching the public or adjacent surfaces.

6. Provide shoring, bracing, and supports as necessary. Do not overload structural elements.

7. Protect floors and other surfaces along hauling routes from damage, wear, and staining.

8. Provide supplemental sound -control treatment to isolate demolition work from other areas of the building.

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B. Temporary Protection of Materials to Remain:

1. Protect existing materials with temporary protections and construction. Do not remove existing materials unless otherwise indicated.

2. Do not attach temporary protection to existing surfaces except as indicated as part of the alteration work program.

C. Comply with each product manufacturer's written instructions for protections and precautions. Protect against adverse effects of products and procedures on people and adjacent materials, components, and vegetation.

D. Utility and Communications Services:

1. Notify Owner, Architect, authorities having jurisdiction, and entities owning or controlling wires, conduits, pipes, and other services affected by alteration work before commencing operations.

2. Disconnect and cap pipes and services as required by authorities having jurisdiction, as required for alteration work.

3. Maintain existing services unless otherwise indicated; keep in service and protect against damage during operations. Provide temporary services during interruptions to existing utilities.

E. Existing Drains: Prior to the start of work in an area, test drainage system to ensure that it is functioning properly. Notify Architect immediately of inadequate drainage or blockage. Do not begin work in an area until the drainage system is functioning properly.

1. Prevent solids such as adhesive or mortar residue or other debris from entering the drainage system. Clean out drains and drain lines that become sluggish or blocked by sand or other materials resulting from alteration work.

2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean water to pass.

F. Existing Roofing: Prior to the start of work in an area, install roofing protection.

3.2 PROTECTION FROM FIRE
A. General: Follow fire -prevention plan and the following:

1. Comply with NFPA 241 requirements unless otherwise indicated.

2. Remove and keep area free of combustibles, including rubbish, paper, waste, and chemicals, unless necessary for the immediate work.
a. If combustible material cannot be removed, provide fire blankets to cover such materials.

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B. Heat -Generating Equipment and Combustible Materials: Comply with the following procedures while performing work with heat -generating equipment or combustible materials, including welding, torch -cutting, soldering, brazing, removing paint with heat, or other operations where open flames or implements using high heat or combustible solvents and chemicals are anticipated:

1. Obtain Owner's approval for operations involving use of open -flame or welding or other high -heat equipment. Use of open -flame equipment is not permitted. Notify Owner at least 72 hours before each occurrence, indicating location of such work.

2. As far as practicable, restrict heat -generating equipment to shop areas or outside the building.

3. Do not perform work with heat -generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present.

Use a combustible gas indicator test to ensure that the area is safe.

4. Use fireproof baffles to prevent flames, sparks, hot gases, or other high -temperature material from reaching surrounding combustible material.

5. Prevent the spread of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.

6. Fire Watch: Before working with heat -generating equipment or combustible materials, station personnel to serve as a fire watch at each location where such work is performed. Fire -watch personnel shall have the authority to enforce fire safety.

Station fire watch according to NFPA 51B, NFPA 241, and as follows:
a. Train each fire watch in the proper operation of fire -control equipment and alarms.
b. Prohibit fire -watch personnel from other work that would be a distraction from fire -watch duties.
c. Cease work with heat -generating equipment whenever fire -watch personnel are not present.
d. Have fire -watch personnel perform final fire -safety inspection each day beginning no sooner than 30 minutes after conclusion of work in each area to detect hidden or smoldering fires and to ensure that proper fire prevention is maintained.
e. Maintain fire -watch personnel at each area of Project site until two hours after conclusion of daily work.

C. Fire -Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for disposal of rags with combustible liquids. Maintain each as suitable for the type of fire risk in each work area. Ensure that nearby personnel and the fire -watch personnel are trained in fire- extinguisher and blanket use.

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3.3 PROTECTION DURING APPLICATION OF CHEMICALS
A. Protect motor vehicles, surrounding surfaces of building, building site, plants, and surrounding buildings from harm or spillage resulting from applications of chemicals and adhesives.

B. Cover adjacent surfaces with protective materials that are proven to resist chemicals selected for Project unless chemicals being used will not damage adjacent surfaces as indicated in alteration work program. Use covering materials and masking agents that are waterproof and UV resistant and that will not stain or leave residue on surfaces to which they are applied.

Apply protective materials according to manufacturer's written instructions. Do not apply liquid masking agents or adhesives to painted or porous surfaces. When no longer needed, promptly remove protective materials.

C. Do not apply chemicals during winds of sufficient force to spread them to unprotected surfaces.

D. Neutralize alkaline and acid wastes and legally dispose of off Owner's property.

E. Collect and dispose of runoff from chemical operations by legal means and in a manner that prevents soil contamination, soil erosion, undermining of paving and foundations, damage to landscaping, or water penetration into building interior.

3.4 GENERAL ALTERATION WORK
A. Have specialty work performed only by qualified specialists.

B. Ensure that supervisory personnel are present when work begins and during its progress.

C. Record existing work before each procedure (preconstruction), and record progress during the work. Use digital preconstruction documentation photographs or video recordings.

D. Perform surveys of Project site as the Work progresses to detect hazards resulting from alterations.

E. Notify Architect of visible changes in the integrity of material or components whether from environmental causes including biological attack, UV degradation, freezing, or thawing or from structural defects including cracks, movement, or distortion.

1. Do not proceed with the work in question until directed by Architect.

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SECTION 01 40 00 - QUALITY REQUIREMENTS
PART 1 - GENERAL

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

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

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

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

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

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

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

1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five (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.

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

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

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

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D. Mockups: Full-size physical assemblies that are constructed on -site either as freestanding temporary built elements or as part of permanent construction. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged.

E. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

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

G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

H. 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.

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

1.4 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 Architect.

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

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

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C. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.6 ACTION SUBMITTALS
A. Delegated -Design Services Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement 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, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

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

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

C. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.

2. Entity responsible for performing tests and inspections.

3. Description of test and inspection.

4. Identification of applicable standards.

5. Identification of test and inspection methods.

6. Number of tests and inspections required.

7. Time schedule or time span for tests and inspections.

8. Requirements for obtaining samples.

9. Unique characteristics of each quality -control service.

D. Reports: Prepare and submit certified written reports and documents as specified.

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

1.8 CONTRACTOR'S QUALITY -CONTROL PLAN
A. Quality -Control Plan, General: Submit quality -control plan within ten (10) days of Notice of Award.

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Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality - assurance and quality -control responsibilities. Coordinate with Contractor's Construction Schedule.

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

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

D. Testing and Inspection: In quality -control plan, include a comprehensive schedule of Work requiring testing or inspection, including the following:

1. Contractor -performed tests and inspections including Subcontractor -performed tests and inspections. Include required tests and inspections and Contractor - elected tests and inspections. Distinguish source quality -control tests and inspections from field quality -control tests and inspections.

2. Special inspections required by authorities having jurisdiction and indicated on the Statement of Special Inspections.

E. Continuous Inspection of Workmanship: Describe process for continuous inspection during construction to identify and correct deficiencies in workmanship in addition to testing and inspection specified. Indicate types of corrective actions to be required to bring work into compliance with standards of workmanship established by Contract requirements and approved mockups.

F. Monitoring and Documentation: Maintain testing and inspection reports including log of approved and rejected results. Include work Architect has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming work into compliance with requirements. Comply with requirements of authorities having jurisdiction.

1.9 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, telephone number, and email address of testing agency.

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

5. Names of individuals making tests and inspections.

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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 inspection.

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 reinspecting.

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

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

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

3. Statement that products at Project site comply with requirements.

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

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

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

C. Factory -Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory -authorized service representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, telephone number, and email address of factory -authorized service representative making report.

2. Statement that equipment complies with requirements.

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

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4. Statement whether conditions, products, and installation will affect warranty.

5. Other required items indicated in individual Specification Sections.

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

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

C. Fabricator Qualifications: A firm 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, applying, 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 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 inspection indicated, as documented according to ASTM E329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

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

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

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. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.
d. Build site -assembled test assemblies and mockups using installers who will perform same tasks for Project.
e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. f. When testing is complete, remove test specimens, test 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 Architect, 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.

J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:

1. Build mockups of size indicated.

2. Build mockups in location indicated or, if not indicated, as directed by Architect.

3. Notify Architect seven (7) days in advance of dates and times when mockups will be constructed.

4. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed to perform same tasks during the construction at Project.

5. Demonstrate the proposed range of aesthetic effects and workmanship.

6. Obtain Architect's approval of mockups before starting corresponding work, fabrication, or construction.
a. Allow seven (7) days for initial review and each re -review of each mockup.

7. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.

8. Demolish and remove mockups when directed unless otherwise indicated.

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K. Laboratory Mockups: Comply with requirements of preconstruction testing and those specified in individual Specification Sections.

1.11 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.

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

2. Payment for these services will be made from testing and inspection allowances, as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order.

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

1. Unless otherwise indicated, provide quality -control services specified and those required by authorities having jurisdiction. Perform quality -control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Engage a qualified testing agency to perform quality -control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

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

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

5. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

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

C. Retesting/Reinspecting: 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.

D. Testing Agency Responsibilities: Cooperate with Architect, and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

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

2. Determine the locations 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 duties of Contractor.

E. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing as specified in Section 01 33 00 "Submittal Procedures."
F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.

G. Associated Contractor Services: Cooperate with agencies and representatives 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 inspection. 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 inspection equipment at Project site.

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

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

1.12 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Engage a qualified testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows:

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

2. Notifying Architect 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 Architect, with copy to Contractor and to authorities having jurisdiction.

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 reinspecting corrected work.

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

3.1 ACCEPTABLE TESTING AGENCIES
A. The Special Inspector must be acceptable by the City of Beaumont, in the category of work required to have special inspection.

B. The construction materials testing laboratory must be acceptable by the City of Beaumont, for testing of materials, systems, components, and equipment.

3.2 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.

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

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

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

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

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

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 01 70 00 "Execution Requirements".

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

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SECTION 01 42 00 - REFERENCES
PART 1 - GENERAL

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

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

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

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

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

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

H. "Provide": Furnish and install, complete and ready for the intended use. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

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

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

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

1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.

The information in this list is subject to change and is believed to be accurate as of the date of the Contract Documents.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

64. CSA - CSA Group; www.csagroup.com .

65. CSA - CSA International; www.csa-international.org .

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

86. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com .

87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; www.floridaroof.com .

88. FSA - Fluid Sealing Association; www.fluidsealing.com .

89. FSC - Forest Stewardship Council U.S.; www.fscus.org .

90. GA - Gypsum Association; www.gypsum.org .

91. GANA - Glass Association of North America; www.glasswebsite.com .

92. GS - Green Seal; www.greenseal.org .

93. HI - Hydraulic Institute; www.pumps.org .

94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).

95. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).

96. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org .

97. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com .

98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org .

99. IAS - International Accreditation Service; www.iasonline.org . 100. ICBO - International Conference of Building Officials; (See ICC). 101. ICC - International Code Council; www.iccsafe.org . 102. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net . 103. ICPA - International Cast Polymer Alliance; www.icpa-hq.org . 104. ICRI - International Concrete Repair Institute, Inc.; www.icri.org . 105. IEC - International Electrotechnical Commission; www.iec.ch . 106. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org . 107. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org .
108. IESNA - Illuminating Engineering Society of North America; (See IES). 109. IEST - Institute of Environmental Sciences and Technology; www.iest.org . 110. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org . 111. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu .
112. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com . 113. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com .
114. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org .
115. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA).

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116. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org .
117. ISO - International Organization for Standardization; www.iso.org . 118. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 119. ITU - International Telecommunication Union; www.itu.int/home . 120. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org . 121. LMA - Laminating Materials Association; (See CPA). 122. LPI - Lightning Protection Institute; www.lightning.org . 123. MBMA - Metal Building Manufacturers Association; www.mbma.com . 124. MCA - Metal Construction Association; www.metalconstruction.org . 125. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org . 126. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org . 127. MHIA - Material Handling Industry of America; www.mhia.org . 128. MIA - Marble Institute of America; www.marble-institute.com . 129. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com . 130. MPI - Master Painters Institute; www.paintinfo.com . 131. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org .
132. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org .
133. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org .
134. NADCA - National Air Duct Cleaners Association; www.nadca.com . 135. NAIMA - North American Insulation Manufacturers Association; www.naima.org . 136. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com . 137. NBI - New Buildings Institute; www.newbuildings.org . 138. NCAA - National Collegiate Athletic Association (The); www.ncaa.org . 139. NCMA - National Concrete Masonry Association; www.ncma.org . 140. NEBB - National Environmental Balancing Bureau; www.nebb.org . 141. NECA - National Electrical Contractors Association; www.necanet.org . 142. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org . 143. NEMA - National Electrical Manufacturers Association; www.nema.org . 144. NETA - International Electrical Testing Association; www.netaworld.org . 145. NFHS - National Federation of State High School Associations; www.nfhs.org . 146. NFPA - National Fire Protection Association; www.nfpa.org . 147. NFPA - NFPA International; (See NFPA).
148. NFRC - National Fenestration Rating Council; www.nfrc.org . 149. NH LA - National Hardwood Lumber Association; www.nhla.com . 150. NLGA - National Lumber Grades Authority; www.nlga.org . 151. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 152. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org .
153. NRCA - National Roofing Contractors Association; www.nrca.net . 154. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org . 155. NSF - NSF International; www.nsf.org .
156. NSPE - National Society of Professional Engineers; www.nspe.org . 157. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org . 158. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com . 159. NWFA - National Wood Flooring Association; www.nwfa.org . 160. PCI - Precast/Prestressed Concrete Institute; www.pci.org . 161. PDI - Plumbing & Drainage Institute; www.pdionline.org .

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162. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); www.plasa.org .
163. RCSC - Research Council on Structural Connections; www.boltcouncil.org . 164. RFCI - Resilient Floor Covering Institute; www.rfci.com . 165. RIS - Redwood Inspection Service; www.redwoodinspection.com . 166. SAE - SAE International; www.sae.org .
167. SCTE - Society of Cable Telecommunications Engineers; www.scte.org . 168. SDI - Steel Deck Institute; www.sdi.org .
169. SDI - Steel Door Institute; www.steeldoor.org .
170. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com . 171. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
172. SIA - Security Industry Association; www.siaonline.org . 173. SJI - Steel Joist Institute; www.steeljoist.org . 174. SMA - Screen Manufacturers Association; www.smainfo.org . 175. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org .
176. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org . 177. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org . 178. SPIB - Southern Pine Inspection Bureau; www.spib.org . 179. SPRI - Single Ply Roofing Industry; www.spri.org . 180. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org . 181. SSINA - Specialty Steel Industry of North America; www.ssina.com . 182. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org . 183. STI - Steel Tank Institute; www.steeltank.com .
184. SWI - Steel Window Institute; www.steelwindows.com . 185. SWPA - Submersible Wastewater Pump Association; www.swpa.org . 186. TCA - Tilt -Up Concrete Association; www.tilt-up.org . 187. TCNA - Tile Council of North America, Inc.; www.tileusa.com . 188. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org . 189. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org .
190. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).
191. TMS - The Masonry Society; www.masonrysociety.org . 192. TPI - Truss Plate Institute; www.tpinst.org .
193. TPI - Turfgrass Producers International; www.turfgrasssod.org . 194. TRI - Tile Roofing Institute; www.tileroofing.org . 195. UL - Underwriters Laboratories Inc.; www.ul.com . 196. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org . 197. USAV - USA Volleyball; www.usavolleyball.org .
198. USGBC - U.S. Green Building Council; www.usgbc.org . 199. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org . 200. WA - Wallcoverings Association; www.wallcoverings.org . 201. WASTEC - Waste Equipment Technology Association; www.wastec.org . 202. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org . 203. WCMA - Window Covering Manufacturers Association; www.wcmanet.org . 204. WDMA - Window & Door Manufacturers Association; www.wdma.com . 205. WI - Woodwork Institute; www.wicnet.org .
206. WSRCA - Western States Roofing Contractors Association; www.wsrca.com .

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207. WWPA - Western Wood Products Association; www.wwpa.org .

C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.

This information is believed to be accurate as of the date of the Contract Documents.

1. DIN - Deutsch's Institute fur Normung e.V.; www.din.de .

2. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org .

3. ICC - International Code Council; www.iccsafe.org .

4. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org .

D. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov .

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com .

3. CDHS; California Department of Health Services; (See CDPH).

4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal- iaq.org.

5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov .

6. SCAQMD; South Coast Air Quality Management District; www.aqmd.gov .

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

END OF SECTION

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SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and sanitary facilities.

B. Temporary Controls: Barriers, enclosures, fencing, protection of Work and security.

C. Construction Facilities: Access roads, parking, progress cleaning, project sign, Architect's banner, and field office trailer.

D. Special Controls: Waste disposal facilities, Water Control, Dust Control, Erosion and Sediment Control, Noise Control, Pollution Control.

E. Comply with Title 24, Part 9, California Fire Code, Chapter 33 Fire Safety During Construction and Demolition, during all Phases of project.

1.2 SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, limits of work area boundaries, and parking areas for construction personnel.

1.3 TEMPORARY ELECTRICITY
A. Provide temporary electrical service suitable to conduct construction operations.

B. Connect to existing power service. Power consumption shall not disrupt Owner's need for continuous service.

C. Contractor shall pay cost of energy used. Exercise measures to conserve energy.

D. Provide power outlets for construction operations with branch wiring and distribution boxes located where needed. Provide flexible power cords as required.

E. Provide feeder switch at source distribution equipment.

F. Permanent existing convenience receptacles may be utilized during construction.

1.4 TEMPORARY LIGHTING
A. Provide and maintain adequate lighting for construction operations.

B. Maintain lighting and provide routine repairs.

C. Permanent building lighting may be utilized during construction.

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1.5 TEMPORARY HEAT
A. Provide heating devices and heat as required to maintain specified conditions for construction operations.

B. Utilize Owner's existing heat plant, extend and supplement with temporary heating devices as required to maintain specified conditions for construction operations.

C. Contractor shall pay cost of energy used. Exercise measures to conserve energy.

1.6 TEMPORARY VENTILATION
A. Not required..

1.7 TELEPHONE SERVICE
A. Contractor shall provide cell phone numbers of superintendent and management team and shall be reachable at all hours of the day or night.

1.8 TEMPORARY WATER SERVICE
A. Provide for suitable quality water service.

B. Contractor shall pay cost of water used. Exercise measures to conserve water.

C. Extend branch piping with outlets located so water is available by hose with threaded connections.

1.9 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Existing facilities

1.10 TEMPORARY FIRE PROTECTION
A. Provide fire protection during construction according to CFC Chapter 33, including but not limited to fire extinguisher requirements and exit access requirements.

B. Conform to Title 24, Part 9, California Fire Code, Chapter 33, , Fire Safety During Construction/Demolition.

1.11 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades required by governing authority for public rights -of -way and for public access to existing facilities.

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C. Provide protection for plant life designated to remain. Replace damaged plant life.

D. Protect non -owned vehicular traffic, stored materials, site and structures from damage.

E. Provide steel trench plates, orange mesh fencing, construction site marker and other protective means to keep site and users, Owner's personnel, visitors and students safe, protected, and separated from ongoing construction operations. Provide temporary access at all paths of travel. Yellow warning tape is not acceptable means of separation and protection. At all open trenching operations, enclose entire trenching operation area including stockpiled backfill within orange mesh construction fencing.

Provide steel trench plate "bridges" at all walkways.

1. Notify Fire Marshall at least 48 -hours prior to beginning utility work in the existing Fire Lane.

2. Allow Fire Marshall access at reasonable times during progress of the work for inspections.

1.12 FENCING FOR CONSTRUCTION OPERATIONS
A. Construction: Commercial grade chain link fence, , top and bottom knuckled selvage (closed end).

1. Provide screen full height of fence, 1-3/4 inch mesh, 11 gauge, woven open mesh 100% polypropylene with 78 percent wind break, reinforced tape at grommets at 18 inches centers at perimeter, attach screen to chain link fence with 11 gauge hog rings by Roxford Fordell, Los Angeles, CA.

B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.

C. Submit detailed fencing and construction traffic plan for review and approval by Architect.

D At completion of project repair concrete or A.C. substrate, fill holes to match existing materials flush with adjacent surface.

1.13 STAGING AREAS
A. Coordinate with Owner for location, extent, and type of construction staging area.

1. Fixed Equipment may be new or used, temporary or permanent, devices including any heat generating or cooling equipment that can be operated in a safe manner and with approval from the authorities having jurisdiction.

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PART 3 - EXECUTION

3.1 REMOVAL
Remove all temporary control measures in accordance with regulatory requirements at completion of construction.

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SECTION 01 57 20

CONTROL OF CONSTRUCTION NOISE
SECTION 01 57 20 - CONTROL OF CONSTRUCTION NOISE
PART 1 - GENERAL

1.1 DESCRIPTION
A. This section specifies the control of noise arising from construction operations and associated activities. Noise control measures specified are an obligation of the Contractor with the costs included within the various contract items of work.

1.2 QUALITY ASSURANCE
A. Establish and maintain quality assurance program for the control of noise.

1.3 SUBMITTALS
A. Noise Control Plan: After the contract is awarded, prior to the commencement of the Work, the Contractor shall meet with the Owner to discuss the proposed Noise Control Plan and to develop mutual understanding relative to details of the Plan.

1. The Noise Control shall comply with the constraints set forth by the Owner, and be in compliance with the noise control regulations of the Owner and the City of Walnut.

2. Submit a description of the instruments to be used in monitoring noise.

3. Show the areas and boundaries where noisy work will occur.

4. Approval of the Contractor's Noise Control Plan will not relieve the Contractor of responsibility for proper and continuing control of noise throughout the project site.

1.4 NOISE CONTROL
A. General: Take every practicable precaution and action to eliminate or minimize noise emanating from the construction operations.

B. Timing: Perform noise -producing work in less -sensitive hours of the day or week as directed by the Owner.

C. Constraints: Control and abate noise produced by the Work at or below the decibel levels and within the time periods specified.

1. Repetitive, high level impact noise will be permitted only between normal construction time specified in Section 01 10 00 Summary of Work unless otherwise permitted by the Owner. Repetitive impact noise on the property shall not exceed the following dB limitations:

Time Duration of Impact Noise Sound Level in dB
More than 12 minutes in any hour 70
Less than 30 seconds of any hour 85
Less than three minutes of any hour 80
Less than 12 minutes of any hour 75

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CONTROL OF CONSTRUCTION NOISE

2. Provide equipment, sound -deadening devices, and take noise abatement measures that are necessary to comply with the requirements specified, and comply with the following:
a. Maximum permissible construction equipment noise levels within 50 feet of any building on the premises shall be 75 decibels.
b. Provide shields or other physical barriers to restrict the transmission of noise.
c. Provide soundproof housings or enclosures for noise -producing machinery. d. Use intake and exhaust mufflers on internal combustion engines that are maintained to have equipment perform below noise levels specified. e. Line hoppers and bins with sound deadening material. f. Conduct truck loading, unloading and hauling operations so that noise is kept to a minimum.

3. At least once every five successive working days while work is being performed, above 55 dBA noise level, measure sound level for noise exposure due to the construction. Measure noise exposure at the property line or 50 feet from the noise source, whichever is greater. Measure the sound levels on the A weighing network of a General -Purpose sound level meter at slow response. To minimize the effect of reflective sound waves at buildings, measurements may be taken three to six feet in front of any building face. Submit the recorded information to the Architect noting any problems and the alternatives for mitigating actions.

PART 2 - PRODUCTS

2.1 NOT USED.

PART 3 - EXECUTION

3.1 NOT USED.

END OF SECTION

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SECTION 01 57 23

STORM WATER POLLUTION CONTROL
SECTION 01 57 23 - STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Preparation, implementation, and monitoring of Storm Water Pollution Prevention Plan (SWPPP) for the purpose of preventing the discharge of pollutants from the Project site into receiving waters. This includes the elimination of pollution discharges such as improper dumping, storm water that has been in contact with pollutants, erosions, spills or leakage from storage tanks or transfer areas.

B. Related Sections

1. General Conditions

2. Section 01 50 00: Temporary Facilities and Controls.

3. Section 01 70 00: Execution Requirements.

1.2 SUBMITTALS
A. Provide action plan on how run off of roof drains and catch basins will be accommodated.

1.3 QUALITY ASSURANCE
A. Comply with the following as a minimum requirement: California Storm Water Best Management Practice Handbook for Construction Activity (BMP Handbook) Current adopted edition.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Provide the quality, grade, and type of materials as specified in Best Management Practice, BMP, Handbook
PART 3 - EXECUTION

3.1 PREPARATION AND SUBMITTAL
A. For new or existing Project sites with land disturbance of less than one (1) acre a Notice of Intent (NOI) is not required, however any BMP indicated in BMP Handbook required to prevent or minimize storm water pollution shall be implemented at no cost to OWNER. CONTRACTOR shall prepare and submit to Architect a SWPPP for review and approval by OWNER.

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3.2 IMPLEMENTATION
A. Install perimeter controls prior to starting Work at the Project site.

B. Contain on -site storm water on the Project site. Do not drain on -site water directly into the storm drain.

C. Designate trained personnel for the proper implementation of the SWPPP.

D. Revise SWPPP to suit changing Project site conditions and also when properly installed systems are ineffective.

3.3 MONITORING
A. Provide daily site monitoring of catch basins to ensure no sediments are getting into them. Make adjustments daily to protect catch basins as work progresses.

3.4 SPECIAL MONITORING OF RUNOFF
A. CONTRACTOR is responsible for providing proper storage of tools and materials. If rain or storm water run off comes in contact with pollutants (such as soil stabilizers, paint or fluid from vehicles) report to Architect immediately. CONTRACTOR will be required to sample and remediate contaminated water.

3.5 LIABILITIES AND PENALTIES
A. Review of the SWPPP and inspection log by Architect shall not relieve CONTRACTOR from liabilities arising from non-compliance of storm water pollution regulations.

B. Payment of penalties for non-compliance by CONTRACTOR shall be the sole responsibility of CONTRACTOR.

C. Compliance with the Clean Water Act pertaining is the sole responsibility of CONTRACTOR. Any fine against OWNER due to non-compliance by CONTRACTOR, OWNER shall recover all costs of the fine by appropriate OWNER Assessment.

END OF SECTION

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SECTION 01 60 00

PRODUCT REQUIREMENTS
SECTION 01 60 00 - PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Products
B. Transportation and handling.

C. Storage and protection.

D. Product options.

E. Substitutions

1.2 PRODUCTS
A. Product: means new material, machinery, components, equipment, fixtures and systems forming Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of Work. Products may also include existing materials or components required for reuse.

B. Do not use materials and equipment removed from existing premises, except as specifically permitted by Contract Documents.

C. Provide interchangeable components from the same manufacturer.

1.3 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged.

C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage.

1.4 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures.

B. For exterior storage of fabricated products, place on sloped supports, above ground and protect as necessary to prevent deterioration or damage to the product.

C. When approved by the Owner, provide off -site storage and protection in a bonded warehouse approved by Owner when site does not permit on -site storage or protection at no cost to Owner.

D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation.

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E. Store loose granular materials on solid flat surfaces in well -drained area. Prevent mixing with foreign matter.

F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement or damage.

G. Arrange storage of products to permit access for inspection. Periodically inspect to ensure products are undamaged and are maintained under specified conditions.

1.5 PRODUCT OPTIONS
A. Where products are specified by reference standards or by description only, provide products meeting those standards or that description, made by a manufacturer acceptable to Architect.

B. Where products are specified by naming one or more manufacturers, provide products of one of the named manufacturers that meets or exceeds specifications.

C. Where any specific article, device, equipment, product, material, fixture, patented process, form, method, or type of construction is indicated or specified by name, make, trade name, or catalog number, whether with or without the phrase "or equal," such specification shall be deemed to establish the minimum qualities of function, dimension, appearance, and performance (collectively the Basis of Design) for that material, process, or article. Such specification shall be deemed to be followed by the phrase "or equal."
D. If a named product, or named manufacturer's equivalent product does not fully meet the specification, that manufacturer shall provide a custom or modified product to meet the specification.

E. Where expressly noted "no substitutions" in individual Sections, no product options are permitted.

F. When the phrase "or equal" is used or implied, it shall mean "an equivalent product, approved by the Architect in accordance with the requirements of this Section." G. Products, proposed as substitutions, shall conform to requirements listed in the respective Section of this Manual and have at least 10 successful installations in commercial projects similar in scale and complexity to those required for this Project that have been in service for minimum of 5 years and remain in satisfactory condition.

1.6 SUBSTITUTIONS
A. Manufacturers and products listed in Specifications form basis for design and quality intended. Bidders may propose substitutions of equal design and quality and must be accompanied by completed Request Form included at end of this Section, other forms not permitted. Submit separate form for each proposed substitution. Except for Sections listed on the Finish Schedule that require submittal prior to bid, all substitution requests shall be submitted as required herein.

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1. Substitution requests, if any, shall be submitted to Architect within 5 calendar days after bid opening. Architect will issue acceptance or rejection of request.

B. Substitutions must clearly be in Owner's best interest because of quality, cost, performance, conformity to code requirements or availability. Architect will make decision as to acceptance of proposed substitution.

1. Submittal of proposed substitutions shall be made only by Contractor.

Architect will not review direct submittal by manufacturers, suppliers or subcontractors.

2. Burden of proof as to equality of any material, process or article shall rest with Contractor. Provision authorizing submissions of "or equal" justification data shall not in any way authorize an extension of time for performance of this Contract.

3. Substitutions shall, without exception, be manufactured of same basic materials and comply with or exceed all Specification requirements of dimension, function, structure and appearance, without deviation. Provide itemized comparison of quality and performance.

4. Use of approved substitutions shall in no way relieve Contractor from responsibility for compliance with Contract Documents after installation.

Contractor shall assume all extra costs caused by use of approved substitute materials.

5. Statement indicating why specified material or product cannot be provided.

6. Coordination information, including list of changes or modifications needed to other parts of Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

7. Detailed side by side comparison of significant qualities of proposed substitution with those of the Work specified. Mark clearly affected specification Section for any differences from item specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect and specific features and requirements indicated.

8. Product Data Samples, including drawings and descriptions of products and fabrication and installation procedures.

9. List of similar installations for completed projects with project names and addresses and names and addresses of Architects and Owners.

10. Material test reports from qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

11. Cost information, including a proposal of change, if any, in the Contract Sum.

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12. Substitutions for specified product, brand or manufacture that have been submitted and disapproved by Architect shall not be resubmitted in any modified form.

13. In case materials are substituted and installed without proper authorization, Contractor shall remove such materials and install those specified at his own expense.

14. Contractor shall determine effect approved substitutions will have on other portions of Work and so inform his subcontractors and employees of these effects.

15. Acceptance of proposed substitution shall be determined solely by specifying Architect. The final decision shall be the Architect's in accordance with the General Conditions.

C. Substitutions may be considered when product becomes unavailable through no fault of Contractor. Provide letter from manufacturer, on manufacturer's letterhead, stating lack of availability.

D. Unacceptable Substitutions: substitution requests initiated by late submittals that have caused materials to become unavailable due to delay in ordering and procurement will not be acceptable reason for substitutions.

E. Provide same warranty for substitution as for specified product.

F. Contractor shall pay costs for time required by Architect for review and for any redesign services associated with substitutions and for costs of re -approval by Regulatory Agencies.

G. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request.

H. Each subcontractor is responsible for providing products and construction methods compatible with products and construction methods of other subcontractors. If dispute arises between subcontractors over concurrently selectable but incompatible products, Architect will determine which products shall be used.

Substitution Submittal Procedure: In accordance with the General Conditions, Division 01, General Requirements for Administrative Requirements and this Section.

1.7 OWNER -FURNISHED, OWNER -INSTALLED WORK (OFOI)
A. Indicate in construction progress schedule owner -furnish owner -installed items and schedule time for installation.

B. Items indicated on Drawings as OFOI will be furnished by Owner and installed by Owner. Work indicated as OFOI will be performed under separate contract employees by Owner at its discretion.

Where work of this Contract adjoins or conflicts with OFOI, work, Contractor shall cooperate with Owner and its employees in manner that will provide for reasonable and accurate completion of this Contract and work under separate contact.

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C. Coordinate with OFOI work affecting this contract. Including verification and interfacing of this contract with OFOI work.

1.8 OWNER -FURNISHED, CONTRACTOR -INSTALLED WORK (OFCI) A. Indicate in the construction progress Schedule Owner -Furnish Contractor -Installed items and schedule time for their installation.

B. Contractor shall verify exact sizes and services required for each item of equipment indicated on Drawings or in Project Manual as OFCI and shall obtain from Owner rough -in drawings, diagrams, setting templates and other necessary information to ensure proper mating of assemblies.

C. Contractor shall receive at project site each item of equipment from Owner and from that time on shall assume full responsibility for items and equipment until one year from date of Certified Completion.

D. Contractor shall give Owner 15 days prior notice of requirements for delivery to site of all OFCI equipment.

E. Contractor shall be responsible for receiving OFCI items and equipment and shall uncrate, inspect and notify Owner in writing within 7 days of receiving said items or equipment of acceptance or rejection of items or equipment. Owner, after receiving notice, will take appropriate action to have items or equipment made acceptable for Contractor's use. Rejected items shall be carefully stored and protected from damage by Contractor until Owner takes appropriate action.

F. Contractor shall be responsible for final placing, installation, connection, start-up, checking, testing and demonstrated satisfactory operation. Owner will provide names of manufacturer's representatives, who shall assist the Contractor in checking, testing and demonstrating equipment.

PART 2 - PRODUCTS

2.1 NOT USED
PART 3 - EXECUTION

3.1 NOT USED

END OF SECTION

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EXECUTION REQUIREMENTS
SECTION 01 70 00 - EXECUTION REQUIREMENTS
PART 1 - GENERAL

1.1 SECTION INCLUDES
A. Requirements and limitations for cutting and patching of Work.

B. Cleaning throughout the construction period.

C. Project Record Documents.

D. Closeout procedures.

E. Adjusting
F. Operation and maintenance data.

G. Warranty and Guarantee.

H. Spare parts and maintenance materials.

Instruction to Owner's personnel.

1.2 EXISTING CONDITIONS
A. Before beginning Work, investigate and verify the existence and location of mechanical, drainage, and electrical systems and other construction affecting Work, including underground utilities.

1. Before construction, survey and record points of connection of utility services.

2. Locate invert elevation at points of connection to existing sanitary- and storm drain, water -service piping, and underground electrical services.

3. Employ a utility service locator company to locate underground utilities.

Provide a camera inspection/survey of the existing sewer line from the building to the property line and provide a Report documenting any obstruction or deterioration of the existing sewer line.

4. Verify Owner's Record Drawings.

5. Furnish survey of existing utilities.

1.3 CUTTING AND PATCHING
A. Where Work requires that particular existing building element such as partition, wall, paving, window, or similar element of existing building construction be removed, it is the intention of this Specification that such Work be part of the Demolition Section and not part of Cutting and Patching.

B. New Work required to replace such removals is considered as part of separate sections of Specifications covering similar new construction.

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C. Where incidental cutting and patching is required for installation of a specific item or piece of equipment (including piping, ductwork, conduit, etc.), such cutting and patching is considered to be specified as part of that Section.

D. Contractor shall verify and check areas to be cut and patched and shall coordinate Work of various trades involved.

E. Where doubt exists as to size, location, or method of cutting concrete or any other structural element, including metal stud framing, Contractor shall contact Architect before proceeding.

F. Where doubt exists, Contractor shall distinguish between "cutting" and "demolition".

G. Unless specifically indicated otherwise, existing Work cut, altered, or revised to accommodate new Work shall be patched to duplicate undisturbed adjacent finishes, colors, textures, and profiles. New Work in existing portions shall also be finished to match adjacent existing Work unless noted otherwise.

H. Submit written request in advance of cutting or alteration which affects any of the following.

1. Structural integrity of any element of Project

2. Integrity of weather -exposed or moisture -resistant element

3. Efficiency, maintenance or safety of any operational element

4. Visual qualities of sight exposed elements

5. Work of Owner or separate Contractor'

6. Coordinated Drawings in accordance with Division 01, General Requirements (Section 01 30 00).

Include in request:

1. Identification of Project.

2. Location and description of affected Work.

3. Necessity for cutting or alteration.

4. Description of proposed Work and products to be used.

5. Alternatives to cutting and patching.

6. Effect on Work of Owner or separate Contractor.

7. Written permission of affected separate Contractor.

8. Date and time Work will be executed.

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1.4 QUALITY ASSURANCE -CLEANING
A. Inspection: Conduct daily inspection, and more often if necessary, to verify that requirements of cleanliness are being met.

B. Codes and Standards: In addition to requirements specified herein, comply with pertinent requirements of authorities having jurisdiction.

C. For final cleaning, use only professional cleaning company experienced in commercial cleaning.

1.5 PAYMENT WITHHELD - CLEANING
A. Architect reserves right to withhold certification of payment requests for failure on part of Contractor to regularly clean Project in conformance with Requirements of this Section.

1.6 CLOSEOUT PROCEDURES
A. Owner Occupancy:

1. Conform to Part 1, Title 24, Section 4-336 CCR Requirements for Verified Reports and Closeout Procedures.

2. In conjunction with Project Inspector, Contractor shall prepare list of items (Punchlist) to be completed or corrected. List may be developed by areas when approved by Architect.

3. Within time specified in the Certificate for Substantial completion after receipt of list, Architect will inspect to determine status of completion.

4. Should Architect determine that Work is not complete:
a. Architect will promptly notify Contractor in writing, giving reasons for his determination.
b. Contractor shall remedy deficiencies and notify Architect when Work is ready for re -inspection.
c. Architect will re -inspect Work.

5. When Architect concurs, that Work is substantially complete and ready for occupancy.
a. Owner will prepare the Notice of Completion accompanied by Contractor's
list (Punchlist) of items to be completed or corrected as verified by Architect.
b. The Certified Notice of Completion will be submitted to the Owner and to Contractor for their written acceptance of responsibilities assigned to them in such notice.
c. Contractor shall provide consent by insurer for Partial or Beneficial Occupancy.

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B. Final Completion:

1. Prepare and submit notice that Work is ready for final inspection and acceptance.

2. Verify Work is complete.

3. Clarify that:
a. Work has been inspected by all governing agencies and is in compliance with Contract Documents.
b. Work has been completed in accordance with Contract Documents. c. Equipment and systems have been tested as required and are operational.
d. Work is completed and ready for final inspection.

4. Architect will make an inspection to verify status of completion.

5. Should Architect determine Work is incomplete or defective:
a. Architect will promptly notify Contractor in writing, listing incomplete or defective Work.
b. Contractor shall remedy deficiencies promptly and notify Architect when ready for re -inspection.

6. When Architect determines Work is acceptable under the Contract Documents, he will request Contractor to make closeout submittals.

C. Closeout Submittals include, but are not necessarily limited to:

1. Project Record Documents.

2. Operation and maintenance data for items so listed in pertinent Sections of these Specifications and for other items when so approved by Architect.

3. Warranties and Guarantees.

4. Keys and keying schedule.

5. Spare parts, materials, extra stock to be turned over to Owner.

6. Evidence of payment and release of Stop Notices , when requested by Owner.

7. List of subcontractors, service organizations and principal vendors, including names, addresses and telephone numbers, where they may be contacted for emergency service at all times, including nights, weekends and holidays.

8. Notification of insurer for completion of Project.

D. Final Payment:

1. Submit Final Payment Request, showing all adjustments to Contract Sum.

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2. Retention will be released no sooner than 35 days after Notice of Completion has been recorded with County Recorder's Office.

1.7 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.

1.8 PROJECT RECORD DOCUMENTS
A. Record Documents: As -Built Drawings, Project Manual with Specifications including but not limited to the documents required herein.

B. Owner will provide one set of drawings and one copy of Project Manual for use during construction to record changes made during construction.

C. Record Documents: As -Built drawings and Project Manual, record in concise manner using industry -standard drafting techniques on drawings, on weekly basis all actual revisions to Work

1. Changes made on Drawings, including Clarification Drawings.

2. Changes made to Specifications.

3. Changes made by Addenda.

4. Changes made by Construction Change Directives/Instruction Bulletins, Architect's Supplemental Instructions, minor changes.

5. Change Orders or other authorized Modifications to Contract.

6. Revisions made to shop drawings, product data and samples.

D. Store Record Documents separate from documents used for construction. Replace soiled or illegible documents.

E. Record information concurrent with construction progress.

F. Specifications: Legibly mark and record at each product Section description of actual products installed, including following:

1. Manufacturer's name, trade name, product model and number and supplier.

2. Authorized product substitutions or alternates utilized.

3. Changes made by Addenda and Modifications.

G. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including:

1. Measured depths of foundations in relation to finish first floor datum.

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2. Measured horizontal and vertical locations of underground utilities and appurtenances referenced to permanent surface improvements. Identify drains and sewers by invert elevation.

3. Measured locations of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of Work. Identify ducts, dampers, valves, access doors and control equipment wiring.

4. Field changes of dimension and detail.

5. Details not on original drawings.

H. Obtain Architect's signed certification that Record Documents have been fully updated prior to submitting monthly payment requests. Compliance is mandatory before payment will be made.

Submit Record Documents certified by Inspector to Architect with claim for final Application for Payment. Fully completed Record Documents are a prerequisite to final payment.

J. RECORD DRAWINGS: In addition to the As -Built Drawings required by this Section, upon completion of Work, incorporate all changes from the As -Built Drawings to the Record Drawing set, submit in computer -generated electronic files, Version Auto CAD 2005 with all changes as noted on As -Built Drawings. Include all Change Orders, Addenda, field orders and as -installed conditions. Submit to Owner two (2) sets in CD Rom format containing all As -Built information. Contractor may request to use the Architect's computer -generated drawings in electronic format in accordance with Section 01 30 00 Administrative Requirements.

1.9 OPERATION AND MAINTENANCE DATA
A. Submit six (6) sets prior to final inspection, bound in 8-1/2 by 11 -inch text pages, in binders with durable covers. Include operation and maintenance data for all items for which submittals are requested in individual Sections of Specifications?

1.10 WARRANTY AND GUARANTEE
A. Contractor, manufacturer's warranties and guarantees notwithstanding, warrants entire Work against defects in materials and workmanship for twelve (12) months from date of Certified Notice of Completion. Warranties and guarantees between Contractor and manufacturers and Contractor and suppliers shall not affect warranties or guarantees between Contractor and Owner. Refer to General Conditions for additional requirements.

B. Execute and assemble documents from subcontractors, suppliers and manufacturers.

C. Submit prior to final Application for Payment.

D. For items of Work delayed beyond date of Notice of Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of Guarantee Period.

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1.11 WARRANTIES - FORM OF SUBMITTALS
A. Bind in commercial quality, 8-1/2 by 11 inch, three-ring side binders with hardback, cleanable, plastic covers.

B. Label cover of each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible principal.

C. Table of Contents: Neatly typed, in sequence of Table of Contents of Project Manual, with each item identified with number and title of Specification Section in which specified, and name of product or Work item.

D. Separate each warranty or bond with index tab sheets keyed to Table of Contents listing. Provide full information, using separate typed sheets as necessary. List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

1.12 WARRANTIES - PREPARATION OF SUBMITTALS
A. Obtain warranties and bonds, executed in duplicate by responsible subcontractors, suppliers, and manufacturers, within ten days after completion of applicable item or Work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until date of Certified Notice of Completion is determined.

B. Verify that documents are in proper form, contain full information, and are notarized.

C. Co -execute submittals when required.

D. Retain warranties and bonds until time specified for submittal.

1.13 WARRANTIES - TIME OF SUBMITTALS
A. For equipment or component parts of equipment put into service during construction with Owner's permission submit documents within ten days after acceptance.

B. Make other submittals within ten days after date of Certified Notice of Completion, prior
to final Application for Payment.

C. For items of Work when acceptance is delayed beyond date of Notice of Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty period.

1.14 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance, and extra materials in quantities specified in individual Specification Sections.

B. Deliver to project site location as directed by Owner.

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