Roseville City Council
October 7, 2026

GC - 6:18
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] provisions of this section.

Actual loss shall be understood to include no items of expense other than idle time of personnel, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment will be determined as provided in this section and compensation for idle time of personnel will be determined pursuant to Section 3-1.06A, “Force Account Payment – Labor,” of these General Conditions. No markup will be added in either case for Overhead and profit.

The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.

Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.

1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial payment has been made as provided in Section 7-1.07, “Progress For Council Approval
Not For Bidding

GC - 6:19
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.

2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general For Council Approval
Not For Bidding

GC - 6:20
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.

All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.

After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract.

For Council Approval
Not For Bidding

GC - 6:21
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.

The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:

1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or

2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or

3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or

4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or

5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or

6. Abandons, assigns or sublets the Contract without approval of the City; or

7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the For Council Approval
Not For Bidding

GC - 6:22
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Contractor; or

8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.

Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.

If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.

Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.

The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of For Council Approval
Not For Bidding

GC - 6:23
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.

The City will issue to the Contractor a written notice specifying that the Contract, or portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:

1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;

2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;

3. Remove equipment from the site of Work, as specified by the City;

4. Take such action as is reasonably necessary to protect materials from damage;

5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;

6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;

7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has been made by the City and (b) with bills of sale or other documents of title for such For Council Approval
Not For Bidding

GC - 6:24
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] materials;

8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.

To the extent directed by the City, the Contractor shall assign to the City all rights, title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;

9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and

10. Take such other actions as the City may direct.

If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.

The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.

For Council Approval
Not For Bidding

GC - 7:1
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 7

ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and cleanup items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:

1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or

2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or

3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.

If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and finally completed and accepted the Work by Resolution of the City Council or by written For Council Approval
Not For Bidding

GC - 7:2
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.

All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.

Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.

No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment of any additional compensation for any act or failure to act by the City, For Council Approval
Not For Bidding

GC - 7:3
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-

1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.

The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within seven (7) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed.

Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

If there is a dispute over any claim, the Contractor shall continue to Work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be For Council Approval
Not For Bidding

GC - 7:4
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] governed by all applicable provision of the Agreement.

The Contractor shall maintain cost records of all Work that is the basis of any dispute.

On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.

These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim.

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely Notice of Potential Claim and supporting information For Council Approval
Not For Bidding

GC - 7:5
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these General Conditions, including but not limited to Section 7-1.04.

It is the intention of this Section 7-1.03 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 7-1.04 CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.

Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) Days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time For Council Approval
Not For Bidding

GC - 7:6
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] specified herein, such Claim shall be deemed rejected in its entirety.

Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement.

If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) Days for settlement of the dispute.

Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 7-1.05 below.
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved For Council Approval
Not For Bidding

GC - 7:7
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.

Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.

At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.

The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to the City. These applications shall be supported by: (1) documentation requested by the City to For Council Approval
Not For Bidding

GC - 7:8
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.

The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.

The City may deduct the following from each progress payment:

1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, which includes an amount to provide for the reasonable cost of any litigation For Council Approval
Not For Bidding

GC - 7:9
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] thereunder.

2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.

3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.

4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.

5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.

Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.

Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:

A. Equipment and materials will only be eligible if given conditional or final For Council Approval
Not For Bidding

GC - 7:10
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.

B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.

C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.

D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.

E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.

F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.

G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.

It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.

In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.

No partial payment will be made for stored or stockpiled living or perishable plant For Council Approval
Not For Bidding

GC - 7:11
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] materials.

The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:

1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.

2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.

3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in California Public Contract Code section 22300.

For Council Approval
Not For Bidding

GC - 7:12
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:

1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.

2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.

Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.

The City will review the Contractor’s proposed Final Invoice and necessary changes or corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor For Council Approval
Not For Bidding

GC - 7:13
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.

If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.

Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within sixty (60) Days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved Final Invoice has not been submitted within sixty (60) Days after Acceptance of the Work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.

The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.

The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under the Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from:

For Council Approval
Not For Bidding

GC - 7:14
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

1. Unsettled or future liens;

2. Failure of the Work to comply with the requirements of the Contract Documents;

3. The terms of any warranties required by or contained in the Contract Documents;

4. The right to any insurance proceeds or the right to make any insurance or bond claims;

5. Any claims with respect to Contractor’s obligations of indemnity with respect to claims asserted by third parties; or

6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-

1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.

For Council Approval
Not For Bidding

GC - 7:15
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.

The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.

The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.

All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract Documents or under any separate warranty or guaranty required thereby. The establishment of a For Council Approval
Not For Bidding

GC - 7:16
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the City.

For Council Approval
Not For Bidding

GC - 7:17
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]
For Council Approval
Not For Bidding

[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

SUPPLEMENTAL CONDITIONS
Project: Vernon Street Town Square Fountain Renovations For Council Approval
Not For Bidding

SC - 1
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] Scope of Supplemental Conditions

1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.

COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678

SPECIFICATIONS FOR COMMERCIAL

CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747

PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678

DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.gov

2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted.

For Council Approval
Not For Bidding

SC - 2
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 1. DEFINITIONS AND TERMS
1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:

The Department for Contract Administration is the ________________________ Department of the City of Roseville.

For Council Approval
Not For Bidding

SC - 3
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:

The time allowed for review of each submittal is 10 Days after receipt of the submittal by the Director.
2-1.08 SHOP DRAWING. Section 2-1.08A of the General Conditions is amended to include the following:

1.1 Perimeter Gutter Drain:

Prior to ordering, contractor shall discuss with the City the exact location of the high point in relation to the discharge outlet. The gutter channel shall be pre-sloped at 0.5%. 2-1.08C SAMPLES. Section 2-1.08C of the General Conditions is amended to include the following:
2-1.14 LIMITATIONS ON WORK SITE AND PREMISES
of the General conditions is amended to include the following:

1.1 Limit of work Line:

Shall match the demolition area shown on sheet DP-1. The actual staging area will be discussed on site with the contractor and shall minimize overall impact to the Town Square, which will remain open for public use and programming. See limit of work exhibit on next page.

Section 2-1.14

1.2 Score Joints:

Prior to pouring concrete, Contractor to review score joint patterns with the City.

Contractor to provide a preliminary layout onsite for review.

1.1 Concrete Pavement over New Surge Tank:

The concrete finish shall match the surrounding concrete in color, banding, and texture. Contractor to provide sample finish for City approval prior to proceeding.

1.2 Add Alternates:

Add Alternate #1 includes pavers in lieu of a broom finished concrete surface. Add Alternate #2 will include colored concrete in lieu of standard grey concrete deck, Davis Mocha #6058 or approved equal. Contractor to provide sample finish for City approval prior to proceeding.

For Council Approval
Not For Bidding

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK PLAN
For Council
ot For Bid
A
din
pproval
g
SC - 4
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx For Council Approval
; 4/21/2026]
Not For Bidding

SC - 5
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.

For Council Approval
Not For Bidding

SC - 6
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.

For Council Approval
Not For Bidding

SC - 7
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:

To the best of the City's knowledge, asbestos _________ present in the vicinity of the Project. Additional information shall be made available to Contractor upon request.

For Council Approval
Not For Bidding

SC - 8
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:

Progress schedules showing project completion dates more than 0 Days earlier than specified in Section 6-1.07 shall be rejected.
6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:

Work shall start the week of January 4, 2027.

The Contractor shall begin Work within 10 business days after receiving a Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within _50_ business days of the Notice to Proceed.

If landscaping plants require an establishment period, that period will be _0_ calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:

The amount of Liquidated Damages is the sum of $1000.00 per Day.

For Council Approval
Not For Bidding

SC - 9
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026] SECTION 7: ACCEPTANCE AND PAYMENT
There are no amendments to the General Conditions.
[END OF SUPPLEMENTAL CONDITIONS]
For Council Approval
Not For Bidding

SPEC
[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

SPECIFICATIONS
Project: Vernon Street Town Square Fountain Renovations For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Summary of Work
011100 - 1
SECTION 01 11 00

SUMMARY OF WORK
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. All applicable portions of Division 01, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 01 specification sections which apply to work of this section as if printed herein.

1.02 SUMMARY
A. Section Includes:

1. Project Information

2. Work covered by Contract Documents

3. Description of the Work (refer to 1.03).

4. Work by Owner

5. Owner Furnished, Contractor Installed Products

6. Access to Site

7. Coordination with occupants

8. Work restrictions

9. Specification and Drawing Conventions

10. Miscellaneous provisions

11. Duties of the Contractor (refer to 1.04).

12. Permits and fees (refer to 1.06).

13. Layout of work (refer to 1.07)
B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.03 PROJECT INFORMATION
A. Project Identification: Vernon Street Fountain Renovations

1. Project Location: 311 Vernon Street, Roseville, CA 95678 B. Owner: City of Roseville

1. Owner's Representative:

C. Architect / Aquatic Designer: Aquatic Design Group, Inc., 2226 Faraday Ave, Carlsbad, CA 92008
D. Contractor:

1.04 WORK COVERED BY CONTRACT DOCUMENTS
A. The work is that of limited demolition of the spray ground and surrounding areas as shown on the plans for the purpose of construction of new below grade piping and construction of a balance tank. The existing under splashpad piping shall be removed and replaced with new in accordance with California Chapter 31B Public Swimming Pool code. The original renovation plans are provided to establish dimensions for the purpose of take-offs and contractor bidding.

Project is located at 311 Vernon Street, Roseville, CA 95678 B. Work of this contract generally consists of demolition, new construction and such other items not mentioned that are required by the Contract Documents, law and governmental codes and regulations.

For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Summary of Work
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C. For convenience, the Specifications are divided into sections as set forth in the Table of Contents, but such segregation shall not be considered as limiting the work of any subcontract or trade, and the Owner will not be responsible for any division of work by subcontracts. Unless otherwise provided, the Contractor shall be solely responsible for all subcontract arrangements of work regardless of the locations of provisions in the Specifications.

D. Compensation for bid items not specifically identified in these Special Provisions shall include all labor, materials, tools, equipment, safety measures, and supervision required to complete the work to grades and dimensions shown on the plans or staked in the field. There shall be no compensation except for bid items specified in the Bidder's Proposal. The cost of all work in the Contract Documents not specifically identified as a bid item or described within a bid item shall be included in related bid items, and no additional compensation shall become due the Contractor by nature of compliance with the Contract Documents except as provided for in the General Conditions of the Contract for Construction, under "Changes in the Work." E. Type of Contract

1. Project will be constructed under a single prime contract

1.05 CONTRACTOR DUTIES
A. Construct the work under a single prime contract in strict conformity with the Contract Documents.

B. Accept the site and the character of the work as they exist on the first day of work under this Contract.

C. Coordinate work of employees and subcontractors.

D. Expedite the work to assure compliance with schedules.

E. Coordinate the work with that of other contractors and work done by the Owner.

F. Comply with orders and instructions of the Owner's Representative.

1.06 CONTRACTOR FURNISHED PRODUCTS (CFCI)
A. Contractor Responsibilities:

1. Designate needed submittals and delivery date for each product in progress schedule.

Coordinate deliveries with Owner's Representative.

2. Receive product(s) at site. Store until incorporated into the work.

3. Inspect deliveries jointly with Owner's Representative, record shortages and damaged or defective items.

4. Protect product(s) from damage, theft and from exposure to the elements.

5. Assemble, install, connect, adjust and/or finish product(s) as required under provisions of the Contract Documents.

6. Repair or replace products damaged or stolen subsequent to receipt, at no cost to the Owner.

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

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

1. Limits: Confine construction operations to location directly adjacent to the work.

2. Driveways, Walkways and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to The Commons, The Commons' employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

For Council Approval
Not For Bidding

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Summary of Work
011100 - 3
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.09 COORDINATION WITH OCCUPANTS
A. Partial Occupancy: Public will have use of the adjacent Park space during construction, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing park and public walkways. Do not close or obstruct walkways, without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.

3. Coordinate public parking needs with Owner.

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

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

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7a.m. to 6 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

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

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

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

1.11 PERMITS AND FEES
A. The Contractor shall obtain and pay for all licenses required by all government agencies and necessary for successful completion of the work. The Contractor shall maintain copies of all permits on site and shall, upon request, furnish the Owner with copies thereof.

B. The city will obtain the Building and Environmental Health permits. The contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided by the City’s Project Manager) from all governing authorities, including other City Departments, prior to start of construction
For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Summary of Work
011100 - 4

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

These conventions are as follows:

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

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

B. Division 01 General Requirement of Section in Division 01 apply to the Work of all Sections in the Specifications.

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

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

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

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

PART 2 - PRODUCTS

NOT USED
PART 3 - EXECUTION

NOT USED

END OF SECTION

1.12 A. Field surveys for control of all grading and construction shall be the responsibility of the Contractor. All such surveys, including construction staking, shall be under the supervision of a California licensed surveyor or civil engineer. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by the agencies and trades involved. Payment for construction survey staking shall be considered as included in the various items of work and no additional allowance will be made thereof. Benchmarks shall be provided by the Owner as shown on Drawings.

LAYOUT OF WORK

1.14 A. Dust and other ar pollution nuisances on or adjacent to the site shall be abated, per Section 2 –

1.15 of the General Conditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.

DUST CONTROL/NOISE CONTROL REQUIREMENTS
B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager. Work on weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.

1.15 A. Comply with State Water Resources Control Board Order No. WQ 2022-0057-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

STORM WATER ORDINANCE
For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Substitution Procedures
012500 - 1
SECTION 01 25 00

SUBSTITUTION PROCEDURES
PART 1 - GENERAL

1.01 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.

1.02 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.

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

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

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

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

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

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Substitution Procedures
012500 - 2
j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum. l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.

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

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

1.06 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions
PART 2 - PRODUCTS

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

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

For Council Approval
Not For Bidding

Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
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h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 30 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction schedule. f. Requested substitution has received necessary approvals of authorities having jurisdiction.
g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. i. Requested substitution provides specified warranty.
j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

PART 3 - EXECUTION
(Not Used)
For Council Approval
Not For Bidding

Phone By By

SUBSTITUTION REQUEST FORM
One Specification Section per Form. (Fill in all Blanks) Project:

We hereby submit for your review the following substitution for the following specified material for the above project:

Section Paragraph Specified Material
Proposed Substitution:

Attach all technical data, including laboratory tests, if applicable, in duplicate to allow the Architect/Engineer to review this request.

Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation.

A. Doesthe substitution affect dimensionsshown on the Construction Documents? ❑ Yes ❑ No (Explain)
B. By signature below, the undersigned agrees to pay all costs, including engineering and detailing costs, associated with the incorporation of this product.

C. Doesthe substitution affect other trades? ❑ Yes ❑ No (Explain)
D. What are the differences between the proposed substitution and specified product? E. Manufacturer's guarantees of the proposed and specified item are same different (Explain)
This request is accompanied by self-addressed, stamp envelope.

CTA shall continue our policy of recognizing acceptable substitutions by Addendum.

The undersigned states that the function, appearance and quality are equivalent or superior to the specified item.

Submitted By: For Use by Architect/Engineer:

Received Too Late Approved Except As Noted:

Signature
Firm
Not Accepted
For bidding only. Final approval subject to
submittal data in accordance
Address with requirements of specifications.

Date Date 20
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SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

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

1. General project coordination procedures.

2. Conservation.

3. Coordination Drawings.

4. Administrative and supervisory personnel.

5. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor.

C. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Closeout Procedures" for coordinating Contract closeout.

1.02 COORDINATION
A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

B. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work.

Each contractor shall coordinate its operations with others, included in different Sections that depend on each other for proper installation, connection, and operation.

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

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

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

C. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required work to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

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7. Project closeout activities.

E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work.

1.03 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Indicate relationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Refer to Division 15 Section "Plumbing" and Division 26 Section "Basic Electrical Materials and Methods" for specific Coordination Drawing requirements for mechanical and electrical installations.

1.04 ADMINISTRATIVE AND SUPERVISORY PERSONNEL
A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work.

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

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.

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

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within 3 days of the meeting.

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location.

Conduct the meeting to review responsibilities and personnel assignments.

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

2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing – if applicable.
c. Critical work sequencing.
d. Designation of responsible personnel.
e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment.
g. Distribution of the Contract Documents.
h. Submittal procedures.
i. Preparation of Record Documents.

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j. Use of the premises.
k. Responsibility for temporary facilities and controls. l. Parking availability.
m. Office, work, and storage areas.
n. Equipment deliveries and priorities.
o. First aid.
p. Security.
q. Progress cleaning.
r. Working hours.

C. Progress Meetings: Conduct progress meetings at agreed upon intervals. Coordinate dates of meetings with preparation of payment requests.

1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
a. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
b. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

2. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.
a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized.

Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS

NOT USED
PART 3 - EXECUTION

NOT USED

END OF SECTION
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SECTION 01 33 00

SUBMITTALS
PART 1 - GENERAL

1.01 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.

1.02 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.03 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols.

An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.04 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.

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

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

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

4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.

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f. Scheduled date for Architect's final release or approval. g. Scheduled date of fabrication.
h. Scheduled dates for purchasing.
i. Scheduled dates for installation.
j. Activity or event number.

1.05 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals.

1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. b. Digital Drawing Software Program: The Contract Drawings are available in .pdf format.
c. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect.

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

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

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

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

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

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on 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 resubmittals.

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

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

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

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

D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect.

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3. Include the following information for processing and recording action taken:
a. Project name.
b. Date.
c. Name of Architect.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of subcontractor.
g. Name of supplier.
h. Name of manufacturer.
i. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A).
j. Number and title of appropriate Specification Section. k. Drawing number and detail references, as appropriate. l. Location(s) where product is to be installed, as appropriate. m. Other necessary identification.

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

5. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor. a. Transmittal Form for Paper Submittals: Use form acceptable to Architect. b. Transmittal Form for Paper Submittals: Provide locations on form for the following information:
1) Project name.
2) Date.
3) Destination (To:).
4) Source (From:).
5) Name and address of Architect.
6) Name of Construction Manager.
7) Name of Contractor.
8) Name of firm or entity that prepared submittal.
9) Names of subcontractor, manufacturer, and supplier.
10) Category and type of submittal.
11) Submittal purpose and description.
12) Specification Section number and title.
13) Specification paragraph number or drawing designation and generic name for each of multiple items.
14) Drawing number and detail references, as appropriate.

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15) Indication of full or partial submittal.
16) Transmittal number, numbered consecutively.
17) Submittal and transmittal distribution record.
18) Remarks.
19) Signature of transmitter.

E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

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

2. Name file with submittal number or other unique identifier, including revision identifier. a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., PPSP-061000.01).

Resubmittals shall include an alphabetic suffix after another decimal point (e.g., PPSP-061000.01.A).

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.
a. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:
b. Project name.
c. Date.
d. Name and address of Architect.
e. Name of Construction Manager.
f. Name of Contractor.
g. Name of firm or entity that prepared submittal.
h. Names of subcontractor, manufacturer, and supplier.
i. Category and type of submittal.
j. Submittal purpose and description.
k. Specification Section number and title.
l. Specification paragraph number or drawing designation and generic name for each of multiple items.
m. Drawing number and detail references, as appropriate. n. Location(s) where product is to be installed, as appropriate. o. Related physical samples submitted directly.
p. Indication of full or partial submittal.
q. Transmittal number, numbered consecutively.
r. Submittal and transmittal distribution record.
s. Other necessary identification.
t. Remarks.

F. Options: Identify options requiring selection by Architect.

G. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract For Council Approval
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Documents, including minor variations and limitations. Include same identification information as related submittal.

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

1. Note date and content of previous submittal.

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

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

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

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

PART 2 - PRODUCTS

2.01 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Post electronic submittals as PDF electronic files directly to Architect's FTP site specifically established for Project.
a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.

2. Submit electronic submittals via email as PDF electronic files. a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.

3. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies.

4. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Architect will not return copies.

5. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

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

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

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

3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.

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d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.

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

5. Submit Product Data before or concurrent with Samples.

6. Submit Product Data in the following format:
a. PDF electronic file.
b. Three paper copies of Product Data unless otherwise indicated. Architect will return two copies.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

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

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

3. Submit Shop Drawings in one of the following format:
a. PDF electronic file.
b. Three opaque copies of each submittal. Architect will retain one copy; remainder will be returned.

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

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

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

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d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item.

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

4. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.
1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

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

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

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

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

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

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

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

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

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

Include the following information:

1. Name of evaluation organization.

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2. Date of evaluation.

3. Time period when report is in effect.

4. Product and manufacturers' names.

5. Description of product.

6. Test procedures and results.

7. Limitations of use.

N. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

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

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

Q. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

2.02 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.

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

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

PART 3 - EXECUTION

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

B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

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3.02 ARCHITECT'S ACTION
A. Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.

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

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.

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

E. Submittals not required by the Contract Documents may be returned by the Architect without action.

END OF SECTION
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SECTION 01 45 00

QUALITY REQUIREMENTS
PART 1 - GENERAL

1.01 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.

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

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. This Section is complementary to the General Conditions and supplementary General Conditions and nothing herein shall be considered to waive any requirements of the General Conditions or supplementary General Conditions. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

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

3. Requirements for Contractor to provide quality-assurance and -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.

C. Testing Laboratory Services:

1. The respective Sections of these specifications contain detailed requirements for materials testing and inspections to be performed by an approved testing laboratory.

2. All costs incurred for testing laboratory services shall be paid for by the Owner.

However, should re-testing be required due to contractor's failure to comply with these specifications requirements, the Contractor shall pay all costs of re-testing.

3. Testing laboratory shall report the results of all tests, in writing, simultaneously to the following:

Architect 1 Copy
Contractor 1 Copy
Owner 1 Copy

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

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate those actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect.

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constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, 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.

1. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on Project site, consisting of multiple products, assemblies, and subassemblies.

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

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

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

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

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

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

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

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

1.04 QUALITY ASSURANCE
A. Codes and Standards: Testing, when required, shall be in accordance with all pertinent codes and regulations and with selected standards of the American Society for Testing and Materials (ASTM).

B. Qualifications of the Testing Laboratory: The testing laboratory will be qualified to the Owner's approval in accordance with ASTM E-239-70 "Recommended Practice for Inspection and Testing Agencies for Concrete and Steel Used in Construction."

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

1.06 ACTION SUBMITTALS
A. Shop Drawings: For integrated exterior mockups, provide plans, sections, and elevations, indicating materials and size of mockup construction.

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1. Indicate manufacturer and model number of individual components.

2. Provide axonometric drawings for conditions difficult to illustrate in two dimensions.

1.07 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. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility sent to authorities having jurisdiction before starting work on the following systems:

1. Seismic-force-resisting system, designated seismic system, or component listed in the designated seismic system quality-assurance plan prepared by Architect.

2. Main wind-force-resisting system or a wind-resisting component listed in the wind-force- resisting system quality-assurance plan prepared by Architect.

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

E. 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.

1.08 CONTRACTOR'S QUALITY-CONTROL PLAN
A. 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 full-time personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project.

1. Project quality-control manager may also serve as Project superintendent.

C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.

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 For Council Approval
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tests and inspections. Include required tests and inspections and Contractorelected tests and inspections.

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

3. Owner-performed tests and inspections indicated in the Contract Documents.

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.

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

1. Date of issue.

2. Project title and number.

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

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

5. Names of individuals making tests and inspections.

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

7. Identification of product and Specification Section.

8. Complete test or inspection data.

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

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

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

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and 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, and telephone number 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.

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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, and telephone number 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.

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

5. Other required items indicated in individual Specification Sections.

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

1.10 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.

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

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

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project.

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

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

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

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

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

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

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.

I. 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.

J. 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.

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

L. 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.

M. 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.

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

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

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

O. 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.

P. 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.

Q. 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.

R. Installer Qualifications: A firm or individual experienced in installing, erecting, or For Council Approval
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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.

S. 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.

T. 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.

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

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

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

V. 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.

W. 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.

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

1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.

Y. 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.

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

AA. 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, For Council Approval
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design, and extent to those indicated for this Project.

BB. 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.

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

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

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

DD. 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.

EE. 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.

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

1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.
c. 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.

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.

GG. 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 in location and of size indicated or, if not indicated, as directed by Architect.

2. Notify Architect seven days in advance of dates and times when mockups For Council Approval
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will be constructed.

3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project.

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

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

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

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

HH. Integrated Exterior Mockups: Construct integrated exterior mockup according to approved Shop Drawings. Coordinate installation of exterior envelope materials and products for which mockups are required in individual Specification Sections, along with supporting materials.

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

1. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.

2. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

3. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work.

4. 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.

JJ. 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 in location and of size indicated or, if not indicated, as directed by Architect.

2. Notify Architect seven days in advance of dates and times when mockups will be constructed.

3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project.

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

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

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

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

KK. Integrated Exterior Mockups: Construct integrated exterior mockup according to approved Shop Drawings. Coordinate installation of exterior envelope materials and products for For Council Approval
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which mockups are required in individual Specification Sections, along with supporting materials.

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

1. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.

2. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

3. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work.

4. 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.

MM. 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 in location and of size indicated or, if not indicated, as directed by Architect.

2. Notify Architect seven days in advance of dates and times when mockups will be constructed.

3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project.

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

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

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

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

NN. Integrated Exterior Mockups: Construct integrated exterior mockup according to approved Shop Drawings. Coordinate installation of exterior envelope materials and products for which mockups are required in individual Specification Sections, along with supporting materials.

OO. 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 inspecting they are engaged to perform.

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

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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 required to verify that the Work complies with requirements, whether specified or not.

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

3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting 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 inspecting 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. 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 013300 "Submittal Procedures."
D. 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.

E. 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.

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

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

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

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

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.

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6. Do not perform any duties of Contractor.

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

1. Access to the Work.

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

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

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

5. Delivery of samples to testing agencies.

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

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

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

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

I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents as a component of Contractor's quality- control plan. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses.

1. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required.

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:

B. Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities having jurisdiction, as indicated in individual Specification Sections, and as follows:

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

2. Notifying 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 qualitycontrol 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.

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6. Retesting and reinspecting corrected work.

1.13 OWNER’S RESPONSIBILITIES
A. The Owner shall employ a pre-qualified, independent testing laboratory satisfactory to the Owner’s Representative to perform inspections, sampling and testing of materials as specified in the individual Specifications Sections.

B. Owner will pay for all initial testing laboratory services as described within the Contract Documents or not normally required by codes and ordinances. The Contractor shall pay for any additional required testing.

1.14 CONTRACTOR’S RESPONSIBILITIES
A. Cooperate with laboratory personnel, provide access to work, arrange access to manufacturer's operations.

B. Provide laboratory preliminary representative samples of materials to be tested, in required quantities
C. Furnish copies of mill test reports.

D. Provide casual labor and facilities for access to work being tested; obtain and handle supplies at the site; facilitate inspections and tests; provide facilities for laboratory's exclusive use for storage and curing of test samples
E. Coordinate requests for testing by Owner-employed testing laboratory through the Owner's Representative. Notify Owner's Representative two (2) working days in advance of operations to allow for assignment of personnel and scheduling of tests.

F. Pay for additional laboratory inspections, sampling and testing required for Contractor's convenience and when initial tests indicate that work does not comply with Contract Documents.

G. Pay for inspections and tests required by codes or ordinances or by a plan approval authority, and made by a legally constituted authority (i.e., municipal deputy inspector), unless otherwise provided for in the Contract Documents.

H. When required in individual Specifications Section, submit manufacturer's certificate, executed by responsible officer, certifying that products meet or exceed specified requirements. Provide certification in duplicate.

1.15 TESTING LABORATORY RESPONSIBILITIES
A. Perform specified inspections, sampling and testing of materials and methods of construction, comply with specified standards. Ascertain compliance with requirements of Contract Documents.

B. Provide prompt notification of irregularities or deficiencies of work observed during performance of services.

C. Perform additional inspections and tests required by Owner's Representative.

D. After each inspection and test, promptly submit copies of laboratory report to the Owner.

Reports are to include: Date issued, project title and number, name of inspector, date and time of sampling or inspection, identification of product and Specification Section(s), location in the project, type of inspection or test, date of test and results of test. When requested by Owner's Representative provide interpretation of test results.

E. Testing Laboratory shall have no authority to: release, revoke, alter, or enlarge on For Council Approval
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requirements of Contract Documents; approve, accept or stop any portion of the work; perform any duties of the Contractor.

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

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

1. Date test or inspection was conducted.

2. Description of the Work tested or inspected.

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

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

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

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

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

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 50 00

TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. All applicable portions of Division 1, including the drawings and general provisions of the contract, the general and supplementary conditions and Division 1 specification sections which apply to work of this section as if printed herein.

1.02 SUMMARY
A. Section Includes: Temporary facilities and controls required for this work include, but are not limited to: temporary utilities such as water, electricity and telephone; field offices and sheds; haul roads; enclosures such as fences, barricades, and canopies; sanitary facilities; scaffolding and safety equipment. All such temporary facilities shall be located for convenience and safety and maintained in a safe and sanitary condition at all times until completion of the Contract, then removed from the site and disposed of as required or as directed.

1.03 COMPLIANCE WITH CODES AND REGULATIONS
A. Compliance with all requirements of pertinent safety regulations is described in the General Conditions of the Contract for Construction and shall include, but not necessarily be limited to:

Federal Occupational Health Administration (OSHA) and latest edition, California Building Code, and ADA (American Disability Act).

1.04 PRODUCT HANDLING
A. Use all means necessary to maintain all temporary facilities and controls in proper and safe condition throughout progress of the work. In the event of damage or loss, immediately make all repairs and replacements necessary and at no additional cost to the Owner.

1.05 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

B. Implementation and Termination Schedule: Within 15 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.

C. Fire-Safety Program: Show compliance with requirements of NFPA 241 an authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program.

D. Moisture- and Mold-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold.

E. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Include the following:

1. Locations of dust-control partitions at each phase of work.

2. HVAC system isolation schematic drawing.

3. Location of proposed air-filtration system discharge.

4. Waste-handling procedures.

5. Other dust-control measures.

1.06 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Temporary Facilities and Controls
015000 - 2
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.

1.07 COORDINATION
A. Contractor to coordinate all temporary facility locations and utilities with Owner. As facility is to remain in use during Construction, Contractor to ensure construction site is secure at all time and provide clearly designated and protected paths of travel for public as needed.

PART 2 - PRODUCTS

2.01 TEMPORARY UTILITIES
A. General:

1. Provide and pay all costs for all utilities required for performance of the work.

2. Provide safe distribution of required utilities to the job areas for use of all trades.

B. Temporary Water: Furnish and install all necessary temporary piping and, upon completion of the work, remove all such temporary piping.

C. Temporary Electricity: Furnish and install all necessary temporary wiring; furnish and install distribution boxes within 100 feet of each portion of the work so located that the individual trades may use their own construction-type extension cords to obtain adequate power and lighting at all points where required by inspectors and for safety.

D. Telephone/Internet: Maintain in the Contractor's field office or in a protected location on the job site for the use of the subcontractors.

E. Field Office(s): Provide Contractor’s field office(s) in protected location adjacent to the site for use by Contractors. Office shall be equipped with all items necessary to maintain day to day construction operations. Coordinate location with Owner.

2.02 ACCESS FACILITIES
A. The Contractor shall provide access facilities to the construction area as are necessary and required for carrying out the work and the same shall be kept passable at all times. Contractor shall be responsible for any damage to streets, curbs and sidewalks due to the use of such facilities, and such damaged portions shall be repaired as required to place them in the same condition as existed prior to the commencement of the work. Contractors shall comply in every respect with applicable Building Codes regarding the use of public streets and sidewalks and provide the proper barricading and lighting of public thoroughfares surrounding the construction activities. Coordinate site access with owner as existing facility will remain in used during construction.

2.03 ENCLOSURES, FENCES, BARRICADES AND CANOPIES
A. Furnish, install, and maintain for the duration of construction, all required scaffolds, fences, barricades, canopies, warning signs, steps, bridges, platforms and other temporary construction necessary for proper completion of the work in compliance with all pertinent safety regulations.

In addition, it is recommended that all existing improvements which are not to be altered or removed be protected by means of temporary barricades or other suitable means.

2.04 PUMPING
A. Keep the site, excavations, and structures free of accumulation of water at all times, whether from underground seepage, rainfall, drainage, or broken utility lines.

2.05 SANITARY FACILITIES
A. Furnish and install all required temporary toilet buildings with sanitary toilets for use of all workmen. Comply with all minimum requirements of the Health Department or other public agency having jurisdiction. Maintain in a sanitary condition at all times.

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2.06 FIRE PROTECTION
A. Temporary fire extinguishers shall be provided and available at the job site in accordance with the appropriate NFPA Bulletins and good practice.

PART 3 - EXECUTION

3.01 SPECIAL CONDITIONS OF THE SITE
A. The area to be set aside for the use of the Contractor is indicated on the Drawings as "Limit of Work." Except for sub-surface utility work, curb and gutter, temporary roads and any other work specifically shown or noted, the Contractor shall confine his exterior operations within the limitsof-work so indicated.

B. Work shall not proceed for the site or buildings until all temporary work such as utilities, barricades, field office and sanitary facilities are furnished and installed.

C. Parking of vehicles by construction personnel shall be limited to areas outside the limits-of-work in locations as designated by the Owner's Representative.

3.02 MATERIAL STORAGE AND PROTECTION
A. During the progress of the work, products and materials shall be neatly stored in accordance with the appropriate manufacturer's recommendations and shall be properly cared for and protected from weather, vandalism and theft.

B. All installed products and materials shall be adequately protected until such time as the Owner accepts the Project.

3.03 CONDITIONS AT THE SITE
A. The Contractor shall make all necessary inspections of the job site and of the work to be fully aware of the conditions of all temporary facilities and controls at all times.

B. The Contractor shall take all steps necessary to prohibit any part of the premises, the buildings, or structures to be overloaded by setting thereon any material or equipment, or performing thereon any of his work, which could cause any loss, damage, and/or injury to person or property.

C. The Contractor shall make a close inspection of all materials as delivered and shall promptly return all defective materials without waiting for their rejection by the Architect.

3.04 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:

1. Provide construction for temporary offices, shops, and sheds located within construction area or within 30 feet of building lines that is noncombustible according to ASTM E 136.

Comply with NFPA 241.

2. Maintain support facilities until Architect schedules Substantial Completion inspection.

Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.

Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

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E. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs as indicated on Drawings.

2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.

3. Maintain and touch up signs so they are legible at all times.

F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

Comply with progress cleaning requirements in Division 01.

G. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

3.05 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property owner to access property for that purpose.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

1. Comply with work restrictions specified in Section 011000 "Summary of Work." C. Temporary Erosion and Sedimentation Control: Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.

2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established.

3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.

4. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.

E. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

F. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.

G. Site Enclosure Fence: Furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.

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1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to accommodate construction operations.

2. Maintain security by limiting number of keys and restricting distribution to authorized personnel.

H. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

I. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire-prevention program.

1. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections.

2. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.

3.06 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture-Protection Plan: Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage.

1. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work.

2. Indicate sequencing of work that requires water and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.

3. Indicate methods to be used to avoid trapping water in finished work.

3.07 OPERATION, TERMINATION AND REMOVAL
A. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit, or as directed by the Architect.

B. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

C. Maintenance: Maintain facilities in good operating condition until removal.

1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage.

D. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

E. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial

3.08 RESTORATION OF AREAS
A. Upon completion of the project, all temporary facilities shall be removed from the site and all areas not otherwise improved but which were adversely affected by the Contractor's work shall be returned to their original condition to the satisfaction of the Architect.

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3.09 FINAL SITE CLEAN-UP
A. Prior to final inspection, thoroughly clean the entire site and restore to a neat, acceptable condition. Remove from the entire site all construction waste and unused materials, dunnage, loose rock and stones, excess earth, roots, weeds, and all debris of any description resulting from the work. Hose down and scrub where necessary all new concrete and asphalt pavement and paved walks, and all existing concrete and asphalt pavement and walks dirtied as a result of the work. Thoroughly remove mortar drippings from concrete walks and other pavements, where they occur.

END OF SECTION
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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Closeout Procedures
017700 - 1
SECTION 01 77 00

CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.01 DESCRIPTION
A. Section Includes: The work includes, but is not necessarily limited to, performing all operations necessary for and properly incidental to closing out the project and assisting in Owner's final inspection as hereinafter specified.

1.02 FINAL COMPLETION
A. When the Contractor considers the work, or a designated portion of the work complete, submit written request to Owner's Representative for inspection. By submittal of request, Contractor certifies that:

1. Contract Documents have been reviewed.

2. Work has been completed in accordance with the Contract Documents and is ready for inspection.

3. Equipment systems have been tested, adjusted, balanced and are fully operational.

B. Submit request a minimum of five (5) working days in advance of requested inspection date.

Contractor shall be responsible for allowing sufficient time during contract period to complete inspections and any corrections.

C. Should Owner's Representative inspection find work incomplete, Owner's Representative will notify Contractor in writing, listing observed deficiencies.

D. Contractor shall remedy listed deficiencies and send a request for final inspection. At the Owner's option, a reinspection(s) of the work to identify additional deficiencies, if any, may be required. Owner's costs associated with reinspection(s) are subject to provisions of Article 1.04 of this Section.

E. When Owner confirms work is complete, and close-out submittals as referred to in Article

1.05 of this Section are provided, Owner's Representative will notify Contractor of date of completion in writing.

1.03 REINSPECTIONS
A. Should status of completion of work require reinspection(s) by Owner due to failure of work to comply with Contractor's claims on initial inspection, Owner may deduct the amount of compensation for reinspection services from final payment to Contractor. Observed deficiencies in excess of ten (10) will be reason for reinspection.

B. Inspections initiated at the request of the Owner will not be subject to the provisions of this Article.

1.04 CLOSE-OUT SUBMITTALS
A. Project Record Documents
B. Operation and Maintenance Data
C. Warranties and Guarantees
D. Spare Parts and Maintenance Materials
E. Evidence of Payment and Lien Releases along with a list of all subcontractors which contributed labor or materials to the project.

F. Other data and materials as may be required in individual Sections of the Specifications.

1.05 APPLICATION FOR FINAL PAYMENT
A. Submit application for final payment in accordance with provisions of the Contract for Construction.

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PART 2 - PRODUCTS

NOT USED
PART 3 - EXECUTION

NOT USED

END OF SECTION
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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Selective and Site Demolition
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SECTION 02 22 00

SELECTIVE AND SITE DEMOLITION
PART 1 - GENERAL

1.01 DESCRIPTION
A. Provide all labor, materials, equipment and services necessary to complete the building excavation, backfilling and related items as indicated or specified.

1.02 SUMMARY
A. Section Includes:

1. Demolition and removal of existing site improvements and other items as noted on the plans.

2. Point of connection with and/or relocation of various site utilities, as indicated on the drawings.

3. Salvage of existing items to be reused or recycled.

4. Site Excavation, backfill and Compaction
B. Site Visitation: In preparing a proposal, visit the site, carefully examine the Drawings and Specifications, and determine that the work can be properly executed in accordance with the Contract Documents. No allowance will be made for any error through negligence in observing the site conditions

1.03 RELATED REQUIREMENTS
A. Division 01 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.

B. Division 01 for provisions covering payment of testing

1.04 DEFINITIONS
A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

1.05 MATERIAL OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.06 PREINSTALLATION MEETINGS
A. Pre-demolition Conference: Conduct conference at Project site

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

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3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

1.07 INFORMATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Use of elevator and stairs.

5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work.

C. Pre-demolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by salvage and demolition operations. Comply with Section 01 32 33 "Photographic Documentation." Submit before Work begins.

D. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.

1.08 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

1. Before selective demolition, Owner will remove the following items:
a. Signage desired to be kept
b. Aquatic program equipment
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.09 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

PART 2 - PRODUCTS

2.01 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

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2.02 UNDER-SLAB FILL
A. See Division 31.

2.03 BACKFILL MATERIAL
A. Backfill material shall consist of the materials excavated from the site (provided it is free of debris or vegetation) or as specified under Division 31 for imported fill material.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video.

1. Inventory and record the condition of items to be removed and salvaged.

3.02 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Arrange to shut off utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.
b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place. c. Equipment to Be Removed: Disconnect and cap services and remove equipment.
d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.
e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.
f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.
g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.03 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

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1. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

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

4. Transport items to Owner's storage area by Owner

5. Protect items from damage during transport and storage.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify 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. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.04 TREATMENT OF EXISTING FACILITIES
A. Protection: Use necessary procedures, caution and covering to protect from damage existing facilities, equipment and accessories not noted to be replaced or restored.

Maintain active utilities traversing the project site in operating condition.

B. Replacement: In the event of damage, immediately notify the Owner, and make all repairs and replacements necessary to the approval of the Owner/City without change in contract amount of time.

3.05 SAFETY BARRICADES
A. Provide substantial barricades around and at all areas and openings as soon as such areas and openings are created. Barricades must be adequate to block access and give warning to the general public

3.06 EXCAVATION
A. Excavations for foundations and footings shall have clean vertical walls, all corners squared up. Keep entire excavation free from any loose material. Excavation shall conform to dimensions and elevations indicated with allowances for erection of forms, shoring, waterproofing, and inspection of footings.

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Selective and Site Demolition
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B. Material to be excavated shall be non-classified and shall include all earth or other materials encountered in excavating. The contract sum is understood to cover the removal of all such materials to the depth and extent indicated and as specified. The use of explosives will not be permitted.

C. The drawings show predetermined elevations or depths for bottoms of footings. If additional depth of excavation should be necessary, the Contractor will be paid for the work in accordance with the provisions of the general conditions D. Shore and brace excavations if necessary, to prevent cave-ins. Remove shoring before backfilling is completed, but not until permanent supports are in place.

3.07 UNDER-SLAB FILL PLACEMENT
A. Place under-slab fill to the thickness and grade indicated smooth and even, free of voids.

Compact to specified density. Grade to a tolerance of 1/4" in 10 feet.

3.08 BACKFILL
A. After completion of the foundations, walls and other construction, and removal of forms, clean the excavations of trash and debris.

B. Place the backfill symmetrically against each side of the walls to prevent eccentric loading.

Place backfill in horizontal 6" layers with the proper moisture content for the required degree of compaction.

C. Backfill pipe and conduit trenches in a manner to prevent disturbance to the pipes or conduits. Fill under and around pipes thoroughly to a point approximately 12" above the top of the pipe and compact. Backfill remainder of trench in 6" layers and compact.

3.09 COMPACTION
A. Compaction of underslab fill and backfill shall be in horizontal lifts not exceeding 6" in thickness. Compact to the percent of maximum density at optimum moisture content in accordance with ASTM D-698 a follows
Backfill or fill not occurring under any slabs or Foundations 90% ABC 95%
Backfill or fill occurring under any slabs 95%

3.10 DISPOSAL OF DEMOLISHED MATERIALS
A. All items noted for demolition shall be immediately removed from the project site and hauled and dumped in compliance with all local codes and regulations, including payment of any associated fees.

B. Remove demolition waste materials from Project site and dispose of them per regulations of the authority having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

C. Burning: Do not burn demolished materials.

3.11 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION
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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
Spray Ground General Requirements
131100 - 1
SECTION 13 11 00

SPRAY GROUND GENERAL REQUIREMENTS
PART 1 GENERAL

1.01 WORK INCLUDED
A. The scope of the work included under this Section of the Specifications shall include Spray Ground(s) as illustrated on the Drawings and specified herein. The General and Supplementary Conditions of the Specifications shall form a part and be included under this Section of the Specifications. The Spray Ground Subcontractor shall provide all supervision, labor, material, equipment, machinery, plant and any and all other items necessary to complete the work. ALL OF THE WORK IN SECTIONS 13 11 00 - 13 11 08 IS TO BE THE

RESPONSIBILITY OF ONE EXPERIENCED SPRAY GROUND SUBCONTRACTOR

PRIMARILY ENGAGED IN THE CONSTRUCTION OF COMMERCIAL PUBLIC-USE SPRAY GROUNDS. THE SUBCONTRACTOR (CONTRACTOR LICENSEE, RME/RMO) MUST HAVE, IN THE LAST FOUR YEARS CONSTRUCTED AT LEAST THREE (3)

COMMERCIALLY DESIGNED MUNICIPAL AND PUBLIC-USE SPRAY GROUNDS, EACH OF WHICH SHALL HAVE INCORPORATED A MINIMUM SIZE OF 1,000 SQUARE FEET OF SURFACE AREA WITH A SELF-MODULATING BALANCE TANK. The Spray Ground Subcontractor shall furnish and install the Spray Ground structures, finishes, forming, Spray Ground mechanical and electrical systems, and all accessories necessary for a complete, functional Spray Ground system, as herein described. Work shall include start-up, instruction of Owner’s personnel, as-built drawings and warranties as required.

1.02 CODES, RULES, PERMITS, FEES
A. The Spray Grounds shall be constructed in strict accordance with the applicable provisions set forth by authorities having jurisdiction over swimming pool construction and operation in the State of California.

B. The Spray Ground Subcontractor shall give all necessary notices, obtain all permits, and pay all government sales taxes, fees, and other costs in connection with their work; file all necessary plans, prepare all documents and obtain all necessary approvals of governmental departments having jurisdiction; obtain all required certificates of inspection for their work and deliver same to the Owner before request for acceptance and final payment for the work.

C. The Spray Ground Subcontractor shall include in the work any labor, materials, services, apparatus, or drawings in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on Drawings and/or specified.

D. The Contractor shall submit all required documents and materials to all Governmental Departments having jurisdiction for any deferred approval items or substituted materials or products to obtain final approval to installation.

1.03 DESCRIPTION OF WORK
A. Furnish and perform supervision, coordination, all layout, formwork, excavation, hand trim, disposing off-site of all unused material or debris to complete the Spray Ground excavation to the dimensions shown on the plans.

B. Furnish and install complete splash pad structures, including reinforcing steel and cast-in-place concrete floors and construction of mechanical room building.

C. Furnish and install Spray Ground finishes as shown on the plans.

D. Furnish and install complete Spray Ground mechanical system(s), including, but not limited to, circulation systems, filtration systems, water chemistry control systems, domestic water fill line systems, booster pump and special effects systems, and all pumps, piping, valves, and connections between system(s) and Spray Ground(s).

E. Furnish and install complete Spray Ground electrical system(s) from P.O.C. in Mechanical Room, including, but not limited to, lighting systems, water level control systems, special effects For Council Approval
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systems, control circuitry, motor starters, time clocks, bonding, and all conduits, conductors, contactors, and switches between the system(s) and Spray Ground(s).

F. Furnish and install all Spray Ground deck equipment and required anchors and inserts for the specified equipment as required by code, shown on the Drawings and specified herein.

G. After the initial filling of the Spray Ground balance tank(s), should any repairs, continuing work, or other Subcontractor responsibility require drainage or partial drainage of the Spray Ground systems, the Spray Ground Subcontractor shall be responsible for any subsequent refilling and shall complete the project with the Spray Ground balance tank(s) full of water, water in chemical balance, complete in every way, and in full operation.

1.04 ASSIGNED RESPONSIBILITIES AND RELATED WORK
A. It is the intent of this section of the Specifications to clarify Work responsibilities of the trades directly and indirectly involved in construction of the pool systems. All labor, equipment, materials and supplies furnished by the Spray Ground Subcontractor and other Subcontractors per the contractual agreement with the General Contractor and Owner and shall be as directed by the Owner.

B. THE SPRAY GROUND SUBCONTRACTOR SHALL NOT SUBCONTRACT ANY PORTION

OF THE SPRAY GROUND CONSTRUCTION OR SPRAY GROUND EQUIPMENT

INSTALLATION TO ANYONE OTHER THAN A SUBCONTRACTOR THAT SATISFIES THE REQUIREMENTS OF SECTION 13 11 00.

C. References to “Spray Ground Systems” shall include the Spray Grounds, equipment, and accessories.

D. The Owner will provide one complete water filling of the Spray Ground balance tank(s) when they have been proved fully operational, complete in every way and accepted by the Architect/Owner.

1.05 RESPONSIBILITIES OF THE CONTRACTOR
A. The Contractor shall grade the Spray Ground site(s), establish benchmarks, cut and fill as necessary to provide as level an area as possible at Spray Ground deck elevation before Spray Ground layout.

B. The Contractor shall be responsible for horizontal dimensions and grade elevations accurately from established lines and benchmarks (as indicated on the Drawings) and be responsible for those grades.

C. The Contractor shall provide adequate temporary light, electric power, heat and ventilation per Federal and State OSHA requirements to construct the Spray Ground system(s).

D. The Contractor shall not permit any heavy equipment activity over any area or within five (5) feet of any area under which Spray Ground piping is buried. There shall be no exceptions to this requirement.

E. The Contractor shall keep the swimming pool excavation(s) and Spray Ground structure(s) free of construction residue and waste materials of their workmen or Subcontractors, removing said material from the Spray Ground as required.

F. The Contractor shall protect the Spray Ground(s) from damage caused by their construction equipment and /or workmen and Subcontractors.

G. The Contractor shall provide a representative at time of Spray Ground start-up to coordinate all trades related to Spray Ground system(s).

1.06 RESPONSIBILITIES OF THE MECHANICAL SUBCONTRACTOR
A. The Mechanical Subcontractor shall be licensed in the State of California and provide written notifications to Spray Ground Subcontractor and contractor when necessary to excavate and backfill within the Spray Ground construction site.

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B. The Mechanical Subcontractor shall not utilize any Spray Ground piping trench for installation of any sanitary sewer, storm sewer, domestic water, hot water, chilled water or natural gas line.

C. The Mechanical Subcontractor shall furnish and install all sanitary sewer piping, including vent stacks (if necessary), for backwash pits, floor drains and floor sinks as required by code, shown on Drawings, and herein specified.

D. The Mechanical Subcontractor shall furnish and install all storm sewer piping and site drainage systems as required by code, shown on the Drawings, and herein specified.

E. The Mechanical Subcontractor shall provide a minimum 75 psi water supply for Spray Ground construction work within fifty (50) feet of the Spray Ground construction site(s).

F. The Mechanical Subcontractor shall furnish and install reduced pressure backflow protected domestic water lines to P.O.C. within Spray Ground Mechanical Room as required by code, shown on the Drawings, and herein specified.

G. The Mechanical Subcontractor shall furnish and install all ductwork, louvers, and all HVAC equipment within Spray Ground Mechanical Room as required by code, shown on the Drawings, and herein specified.

H. The Mechanical Subcontractor shall provide a representative at time of Spray Ground start-up to coordinate work related to Spray Ground system(s).

1.07 RESPONSIBILITIES OF THE ELECTRICAL SUBCONTRACTOR
A. The Electrical Subcontractor shall be licensed in the State of California and shall furnish and install electrical service to Spray Ground Mechanical Room sized to accommodate all necessary Spray Ground equipment as shown on the Drawings and herein specified.

B. The Electrical Subcontractor shall furnish any temporary power needed by the Spray Ground Subcontractor within fifty (50) feet of the swimming pool construction site(s).

C. The Electrical Subcontractor shall furnish and install all conduits, conductors, starters/disconnects, panels, circuits, switches and equipment as required for lighting, ventilation and HVAC equipment within Spray Ground Mechanical Room as required by code, shown on the Drawings, and herein specified.

D. The Electrical Subcontractor shall furnish and install all conduits, conductors, panels, circuits, switches and equipment for area lighting as required by code, shown on the Drawings, and herein specified.

E. All equipment, material and installation shall be as required under Division 16 of the Specifications and shall conform to CEC Article 680 (latest revision), State and Local Codes, and as may be required by all authorities having jurisdiction over Spray Ground construction within the State of California.

F. The Electrical Subcontractor shall provide a representative at time of Spray Ground start-up to coordinate work related to Spray Ground system(s).

1.08 INTENT
A. It is the intention of these specifications and Drawings to call for finished work, tested and ready for operation. Wherever the word “provide” is used, it shall mean “furnish and install complete and ready for use.”
B. Minor details not usually shown or specified, but necessary for proper installation and operation, shall be included in the work, the same as if herein specified or shown.

1.09 SCHEDULE OF VALUES
A. Provide a Schedule of Values for all work specified in each of the technical specifications listed in the table below, regardless of whether the work is performed by the Spray Ground contractor or others. Values listed shall be fully burdened, with contractor general conditions, overhead, profit and bonds included. Payments for swimming pool work completed shall not be approved until Schedule of Values has been submitted to and approved by Architect.

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SPRAY GROUND SCHEDULE OF VALUES
No. Section # Description Value

1. 13 11 02 Spray Ground Concrete

2. 13 11 05 Spray Ground Waterproofing

3. 13 11 06 Spray Ground Equipment

4. 13 11 07 Spray Ground Mechanical

5. 13 11 08 Spray Ground Electrical
Total

1.10 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Subcontractor's use in preparing submittals.

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

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect/Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Schedule" for list of submittals and time requirements for schedules performance of related construction activities.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals as follows. Time for review shall commence on Architect's receipt of submittal.

1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals.

Architect will advise Contract when a submittal being processed must be delayed for coordination.

2. Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner, or other parties is required, allow twenty-one (21) days for initial review of each submittal.

3. Direct Transmittal to Consultant: Where the Contract Documents indicate that submittals may be transmitted directly to Architect's consultants, provide duplicate copy of transmittal to Architect/Owner. Submittal will be returned to Architect before being returned to Subcontractor.

4. If intermediate submittal is necessary, process it in same manner as initial submittal.

5. Allow fifteen (15) days for processing each submittal.

6. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

E. Identification: Place a title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on title block.

2. Provide a space on title block to record Subcontractor's review and approval markings and action taken by Architect/Owner.

3. Include the following information on title block for processing and recording action taken:
(See Attached Sample)
a. Project name.
b. Date.

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c. Name and address of Subcontractor.
d. Name of Subcontractor.
e. Name of Supplier.
f. Name of Manufacturer.
g. Unique identifier, including revision number.
h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification.

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SUBMITTAL FOR: SUBMITTAL TO: SUBCONTRACTOR:

Item Number:

Section Number:

Section Description:

Subcontractor:

Supplier:

Manufacturer:

Product Code:

Quantity:

Subcontractor Certification: Contractor's Submittal Stamp:

It is hereby certified that the equipment or material
designated in this submittal is proposed to be
incorporated in the above-named project and is in
compliance with the contract drawings and / or
specifications and is submitted for approval.

Certified by:

Date:

Job
Superintendent:

Revisions:

Architect's Review Stamp and Comments
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F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract documents on submittal.

G. On all catalogue or cut sheets identify which model or type is being submitted.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Product data and shop drawings shall be packaged within a three-ring binder and colored samples shall be packaged on a heavy cardboard. Transmit each submittal using a transmittal form.

1. On an attached separate sheet, prepared on Subcontractor's letterhead, record relevant information, request for data, revisions other than those requested by Architect on previous submittals and deviations from requirements of the Contract documents, including minor variations and limitations. Include the same label information as the related submittal.

2. Include Subcontractor's certification stating that information submitted complies with requires of the Contract Documents.

3. Transmittal Form: Provide locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of Subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Remarks.

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

J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction.

1.11 SUBSTITUTIONS
A. To obtain approval to use unspecified products, bidders shall submit requests for substitution at least ten (10) days prior to bid date. Requests shall only be considered if they clearly describe the product for which approval is asked, including all data necessary to demonstrate acceptability. All unspecified products and equipment will be considered on an “or equal” basis at the discretion of the Architect/Owner. Requests for substitution received after the specified deadline will not be considered. Where a conflict exists between the requirements of the General Conditions / Special Conditions / Division 1 concerning substitutions and the requirements of this Article, this Article (Section 13 11 00, Article 1.10) shall govern.

B. Where the Spray Ground Subcontractor proposes to use an item of equipment other than that specified or detailed on the Drawings which requires any redesign of the structure, partitions, foundations, piping, wiring, or any other part of the architectural, mechanical, or electrical layout, all such redesign and all new drawings (stamped by California Licensed Engineer) and detailing required shall be prepared by the Spray Ground Subcontractor, at his own expense, submitted for review and approval by the Architect/Owner prior to bid.

C. Where such approved deviation requires a different quantity and arrangement of piping, supports and anchors, wiring, conduit, and equipment from that specified or indicated on the Drawings, the Spray Ground Subcontractor shall furnish and install any such piping, structural supports, controllers, motors, starters, electrical wiring and conduit, and any other additional equipment required by the system, at no additional cost to the Owner.

1.12 SURVEYS AND MEASUREMENTS
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A. The Spray Ground Subcontractor shall base all measurements, both horizontal and vertical, from benchmarks established by the Contractor. All work shall agree with these established lines and levels. The mechanical Drawings do not give exact details as to elevations of piping, exact locations, etc. and do not show all offsets, control lines, pilot lines and other installation details. Verify all measurements at site and check the correctness of same as related to the work.

1.13 DRAWINGS
A. Drawings are diagrammatic and indicate the general arrangement of the systems and work included in the Subcontractor. Drawings are not to be scaled. The architectural drawings and details shall be examined for exact dimensions. Where they are not definitely shown, this information shall be obtained from the Architect/Owner

1.14 SPRAY GROUND SUBSUBCONTRACTOR
A. The Spray Ground construction work as herein described and specified in Division 13 of the Project Manual shall be the complete responsibility of a qualified Spray Ground Subcontractor with extensive experience in commercial public use Spray Ground installations.

B. Subcontractor certifies that it meets the qualifications and experience requirements established in Spray Ground General Requirements, Section 13 11 00, as follows:

1. Subcontractor (Contractor Licensee, RME/RMO) has, in the last four (4) years, constructed at least three (3) commercially designed municipal and public-use Spray Grounds, each of which have incorporated a minimum size of 1,000 square feet of surface area with a self-modulating balance tank.

2. The following list of projects meet the requirements of section (b) above and the contact as reference by the Contractor, the Awarding Authority of their agent or designee. a. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
b. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
c. Owner:

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Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
d. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:
e. Owner:

Scope of Project:

Contact Person:

Phone Number:

Architect for Project:

1.15 OPERATING INSTRUCTIONS
A. The Spray Ground Subcontractor shall determine from actual samples of Spray Ground water supplied by the Owner, the proper water management program necessary for maximum operating efficiency and comfort. The Spray Ground Subcontractor shall provide the services of experienced personnel familiar with this type of Spray Ground system operation, in conformance with Section 13 11 06 of the Specifications.

1.16 MAINTENANCE MANUALS
A. The Spray Ground Subcontractor shall provide six (6) bound sets for delivery to the Architect/Owner of instructions for operating and maintaining all systems and equipment included in this Contract. Manufacturer’s advertising literature or catalog pictures will not be acceptable for operating and maintenance instructions.

B. Bound in ring binders shall be all parts lists, periodic maintenance instructions and troubleshooting guidelines for all pool equipment, including but not limited to filters, pumps, controllers, water chemistry control equipment, etc.

1.17 SECURE FROM THE OWNER
A. A complete Owner-furnished filling of the Spray Grounds.

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B. The Owner’s assistance, as specified herein, from the time of start-up until final written acceptance of the Spray Ground system(s).

C. Chemicals as required for swimming pool operation after Spray Ground Subcontractor D. completes initial water chemistry balance and water treatment during the maintenance period described in Section 13 11 06 of the Specifications.

1.18 WARRANTY
A. The Spray Ground Subcontractor shall warrant all Spray Ground structures, finishes and systems against defects in material and workmanship for a period of one year after the date of acceptance by the Owner. Any repair or replacement required due to defective material or workmanship will be promptly corrected by the Spray Ground Subcontractor.

PART 2 PRODUCTS

NOT USED
PART 3 EXECUTION

NOT USED

END OF SECTION
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SECTION 13 11 01

SPRAY GROUND EXCAVATION
OWNER HAS ELECTED TO NOT UTILIZE A GEOTECHNICAL ENGINEER. THIS SECTION SHALL BE UTILIZED AS REFERENCE ONLY FOR INDUSTRY STANDARD RECOMMENDATIONS.

PART 1 GENERAL

1.01 DESCRIPTION
A. Finish and fine grading to bring the surface of the ground to the required grades and elevations as indicated on the Drawings.

B. Subgrade improvements and placing of compacted fills.

C. Excavation and backfill for all spray ground balance tank structural requirements, including footings, foundations, slabs and walls.

1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: Conform with requirements of the General Conditions, and more specifically the following:

1. Comply with California Building Code, latest edition.

2. Comply with applicable construction safety orders, latest edition, Federal and State OSHA.

3. Comply with applicable trench safety provisions, latest edition, Federal and State OSHA.

B. Qualifications of Workers:

1. The entity performing the work for this Section shall have been successfully engaged with a C-53 license as an RME or RMO for at least the past four (4) years immediately prior to the commencement of the work. The Qualified contractor Shall submit documentation of a minimum of three (3) interactive spray ground play equipment and climb-on structure installations completed in the last four (4) years.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

C. Project/Site Conditions:

1. Be familiar with site and subsurface conditions.

2. Excavation is unclassified and includes excavation to sub-grade elevations indicated or necessary, regardless of character of materials and obstructions encountered.

3. Provisions for mitigation of wet soils due to seepage or rain shall be made during excavation and throughout construction.

4. Where slope instability is encountered, all excavations within those areas shall be 1:1 or flatter.

Forming of vertical walls may be necessary.

5. Refer to General Conditions, Articles 3.17 and 3.18.

D. Adverse Weather Conditions:

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1. During the periods when site soil moisture content is substantially in excess of moisture content required for optimum compaction, do not perform fill compaction.

2. When unfavorable weather conditions necessitate interrupting filling and grading operations, prepare areas by compaction of surface and grading to avoid collection of water. Provide adequate temporary drainage to prevent erosion.

1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with requirements Of Division 1 of the Specifications. Requests for substitution shall conform to requirements of Article 1.10.A of Section 13 11 00.

B. Required submittals include:

1. Offsite fill material, if applicable.

C. Submit proof of qualifications as specified in Article 1.02.B of this Section.

1.04 EXCAVATING & TRENCHING, GENERAL REQUIREMENTS
A. Refer to Section 01 50 00, Temporary Facilities and Controls.

B. All trenches, holes, etc. are to be completely protected using solid barricades, steel plates, and plywood both during construction and during off hours, including night time.

C. Flashing warning light barricades are required on sidewalks, roads, and any other critical areas that require night time protection.

D. Roads, paths and sidewalks shall not be blocked at any time or in any way. Trenching across roads, paths or sidewalks involves special instructions and review of the construction procedure by the Owner at least three (3) days prior to the Work actually being started.

E. Construction equipment, including all trucks, cars, etc. shall not be parked or driven on roads, paths or sidewalks. Items not allowed on roads, paths or sidewalks include hoses, power cords, ropes, construction materials, dirt and debris, etc.

F. All roads, paths and sidewalks must remain clear and the Contractor shall maintain temporary safe and effective pedestrian access at all times.

G. Drawings show existing major underground utilities using the best information available. The Contractor shall also fully check public works reference drawings prior to excavation. Call local Dig Alert to locate utilities to ensure safety.

PART 2 PRODUCTS

2.01 MATERIALS
A. Fill Material, General: All material shall be subject to the review of the Geotechnical Engineer to determine acceptability.

B. On Site Fill Material:

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1. All on-site fill material shall be soil or soil-rock mixture which is free from organic matter and other deleterious substances.

2. It shall contain no rocks or lumps over three (3) inches in greatest dimension and not more than fifteen percent (15%) of the rocks or lumps shall be larger than two (2) inches in greatest dimension.

C. Imported Fill Material:

1. All imported fill material shall meet the requirements of Paragraph 2.02 A, and 2.02B above.

2. In addition all imported fill shall be predominately granular and non-expansive, with a maximum particle size of three (3) inches.

PART 3 EXECUTION

3.01 INSPECTION
A. Verify drawing dimensions and elevations with actual field conditions. Inspect related Work and adjacent surfaces and report discrepancies and conditions which prevent proper execution of the Work to the Owner’s Representative.

3.02 SUBGRADE IMPROVEMENTS
A. Clearing: Strip site area (as defined within the Drawings) of any topsoil containing vegetation, trees and roots, organic matter, and other debris, and dispose of as specified.

B. Placement of Fills: Place fill, consisting of approved soils, clean and free of all vegetation, debris, and rocks larger than three (3) inches, in uniform six (6) inch lifts. Fill to be compacted at optimum moisture to ninety-five percent (95%) maximum density with approved mechanical compaction equipment.

3.03 EXCAVATION
A. Checking Layout: Contractor shall, before commencing the excavation work, check all lines, stakes and levels for dimensions, angles, elevations and grades with the survey.

B. Over-Excavation:

1. To provide uniform support, the soil beneath the spray ground(s) shall be overexcavated and recompacted to a depth of at least three (3) feet below the spray ground footings, foundations, grade beams and slabs. The overexcavation should extend at least five (5) feet beyond the inside and outside edges of the spray ground(s). Prior to placing fill, the subgrade exposed by the overexcavation should be scarified to a depth of at least eight (8) inches, moistureconditioned to at least three percent (3%) above optimum moisture content, and compacted to at least ninety percent (90%) relative compaction.

2. Excavate for footings, foundations, grade beams and slabs to depths indicated on Drawings.

Elevations and depths of excavations shown on the Drawings shall govern and will be basis for bidding and execution of work except as otherwise may be directed by the Owner’s Representative. Greater or lesser quantities of excavation and backfill required by authorized instructions shall be adjusted in accordance with the General Conditions.

3. In areas where proposed spray ground decking is anticipated, the site should be excavated to a depth of one (1) foot below existing grade and backfilled with compacted engineered fill. The intent of this recommendation is to remove soils susceptible to compressibility.

4. Except where extra excavation is directed by the Owner’s Representative, excavations made to a For Council Approval
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greater depth or size than indicated or required shall be filled with concrete or shotcrete as specified in Sections 13 11 02 / 13 11 03.

C. Dimensions: Excavate to proper dimensions as shown, cut square and smooth with firm level bottoms.

Excavations shall be free of loose or disturbed materials.

D. Excess Water Control: Keep all excavations free from standing water by pumping, draining or providing proper protection against water intrusion. If soil becomes soft, soggy or saturated, perform additional excavation to firm soil not affected by water.

E. Form Removal: Make all excavations of sufficient size to permit installation and removal of forms and all other required work.

F. Alternate Forming: Sides of structures may be formed by neat excavations where banks will stand without caving. If banks cave, provide forming as required and widen excavation to permit forming, bracing and inspection. Provide forming in conformance with Section 13 11 02 and all recognized safety standards. Form all grade beams.

3.04 BACKFILLING
A. Method: After concrete has been placed, forms removed and concrete work approved, backfill the excavations with earth to indicated or required grades. Carry on backfilling simultaneously on each side of walls or grade beams. Remove all rubbish and wood from the excavations before placing backfill.

B. Concrete Protection: Prior to placing any backfill, adequately cure all concrete and provide any bracing required to ensure the stability of the structure. Protect waterproofing and dampproofing against damage in a manner acceptable to the Owner’s Representative. Remove bracing as backfill operations progress.

C. Material: Use the material from the excavations for backfilling, subject to approval by Soils Testing Agency. The earth shall be free from debris, large clods or stones.

D. Lifts: Place backfill in six (6) inch loose layers, bring to optimum moisture content and compact to ninety percent (90%) of maximum density, sloping down and away from the structures being backfilled.

E. Moisture: Rigidly control the amount of water used to insure optimum moisture conditions for the type of fill material used. Excessive amounts of water causing saturation of earth will not be permitted.

Compaction by flooding or jetting is prohibited.

3.05 GRADING
A. Slopes: Grade to finish grades indicated on Drawings, with uniform slopes between all points.

B. Subgrades: Blade to required grade and roll or tamp subgrades for exterior slabs, decks and paving.

3.06 CLEAN-UP
A. Disposal: Haul away rubbish, debris, and rocks from site promptly and dispose of legally. Burning rubbish on site is prohibited.

B. Dust and Noise Abatement: During entire period of construction keep area and material being loaded sprinkled to reduce dust in air and annoyance to premises and surrounding property.

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END OF SECTION
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SECTION 13 11 02

SPRAYGROUND CONCRETE
PART 1 – GENERAL

1.1 WORK INCLUDED
A. Forming for cast-in-place concrete associated with sprayground areas and sprayground area decks.

B. Reinforcement for cast-in-place concrete associated sprayground areas and sprayground area decks.

C. Cast-in-place concrete for sprayground area structures. Do not use waterproofing admixture of any kind.

D. Cast-in-place concrete for sprayground area decks with Xypex C-500 crystalline waterproofing admixture. Water proofing admixture is for sprayground area decks only.

E. Provide labor, materials and equipment as required to install sealant for all sprayground area deck expansion joints, or any other caulking, as indicated on the aquatic Drawings and herein specified.

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work for this Section shall have been successfully engaged with a C-53 license as an RME or RMO for at least the past four (4) years immediately prior to the commencement of the work. The Qualified contractor Shall submit documentation of a minimum of three (3) interactive spray ground play equipment and climb-on structure installations completed in the last four (4) years.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards:

1. In addition to complying with the California Building Code (2022 edition), 1908 comply with all pertinent recommendations contained in “Guide to Formwork for Concrete" Publication ACI 347R-14 of the American Concrete Institute.

2. In addition to complying with California Building Code (2022 edition), comply with all pertinent recommendations contained in “Guide to Presenting Reinforcing Steel Design Details,” Publication ACI 315R-18 of the American Concrete Institute.

3. In addition to comply with all local codes and regulations, comply with all pertinent recommendations contained in American Society for Testing and Materials (ASTM); ASTM C 920 “Standard Specification for Elastomeric Joint Sealants.”

4. Where provisions of applicable codes and standards conflict with the requirements of this Section, the more stringent provisions shall govern.

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C. Tolerances: Construct all sprayground concrete straight, true, plumb and square within a tolerance horizontally of one in 200 and vertically of one in 2000.

1.3 SUBMITTAL AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 01 33 00.

B. Samples and Certificates, Concrete Reinforcement:

1. Provide all data and access required for testing as described in Division 1 of the Specifications.

2. All material shall bear mill tags with heat number identification. Mill analysis and report shall be made available upon request.

3. Material not so labeled and identifiable may be required by the Owner’s Representative to be tested by the testing laboratory selected by the Owner’s Representative and at no additional cost to the Owner, in which case random samples will be taken for one series of tests from each 2-1/2 tons or fraction thereof of each size and kind of reinforcing steel.

4. Design mix from batch plant demonstrating previous use history and associated strengths at 28 days.

5. The Contractor shall submit a mix design stamped and signed by a licensed engineer for approval by the Owner’s representative prior to any placement of concrete.

6. The Contractor shall submit a mix design stamped and signed by a licensed engineer for the sprayground area decks which contains the specified Xypex C-500 crystalline waterproofing admixture for approval by the Owner’s Representative prior to any placement of concrete.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

D. Submit reinforcing shop drawings of gutters, floors, dike walls and balance tanks, etc. as shown on the construction drawings.

1.4 PRODUCT HANDLING
A. Delivery: Deliver materials to the Project Site in the manufacturer's original unopened containers with all labels intact and legible.

B. Storage: Store materials under cover in a manner to prevent damage and contamination, and store only the specified materials at the Project Site.

C. Protection: Use all means necessary to protect the sprayground concrete before, during, and after installation and to protect the installed Work specified in other Sections.

D. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner’s Representative.

PART 2 – PRODUCTS

2.1 CONCRETE FORMWORK
A. Form Materials:

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1. Form Lumber: All form lumber in contact with exposed concrete shall be new except as allowed for reuse of forms in Part 3 of this Section, and all form lumber shall be one of the following, a combination thereof, or an equal approved in advance by the Owner. a. "Plyform," Class I or II, bearing the label of the Douglas Fir Plywood Association; "Inner-Seal" Form as manufactured by Louisiana-Pacific, or equal. b. Douglas Fir-Larch, number two grade, seasoned, surfaced four sides.

2. Form Release Agent: Colorless, non-staining, free from oils; chemically reactive agent that shall not impair bonding of paint or other coatings intended for use.

B. Ties and Spreaders:

1. Type: All form ties shall be a type which do not leave an open hole through the concrete and which permits neat and solid patching at every hole.

2. Design: When forms are removed, all metal reinforcement shall be not less than two (2) inches from the finished concrete surface.

3. Wire Ties and Wood Spreaders: Do not use wire ties or wood spreaders.

C. Alternate Forming Systems: Alternate forming systems may be used subject to the advance approval of the Owner.

2.2 CONCRETE REINFORCEMENT
A. Bars: Bars for reinforcement shall conform to “Specifications for Deformed Carbon-Steel Bars for Concrete Reinforcement,” ASTM A-615, Grade 60.

B. Wire Fabric: Wire fabric shall conform to “Specifications for Carbon Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete,” ASTM A1064.

C. Tie Wire: Tie wire for reinforcement shall conform to “Specifications for Carbon Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete,” ASTM A1064 black annealed 16-gauge tie wire.

2.3 CAST-IN-PLACE CONCRETE
A. Concrete:

1. All concrete, unless otherwise specifically permitted by the Owner, shall be transitmixed in accordance with ASTM C94. Concrete for water retaining structures that do not receive a waterproofing finish (such as ceramic tile or sprayground plaster) shall receive a topical waterproofing finish.

2. The control of concrete production shall be under the supervision of a recognized testing agency, selected by the Owner.

3. Quality: All concrete shall have the following minimum compressive strengths at twenty-eight (28) days and shall be proportioned within the following limits:
a. 4,000 psi minimum compressive strength.
b. 1” maximum size aggregate.
c. 6.0 minimum sacks of cement per cubic yard.*
d. Maximum water to cement ratio of 0.40 minimum - 0.45 maximum. e. 4” maximum slump.
f. Xypex Admix C-500 2%-2.5% by weight of cement content. Contact Xypex Technical Services to confirm dosage. (To be used for sprayground decks only.) * For estimate only: to be determined by mix design.

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4. Cement: All cement shall be Portland Cement conforming to ASTM C-150,Type II or V, and shall be the product of one manufacturer.

5. Aggregates:
a. Shall conform to “Standard Specifications for Concrete Aggregates,” ASTM C33, except as modified herein.
b. Coarse Aggregate: Clean sound washed gravel or crushed rock. Crushing may constitute not more than 30% of the total coarse aggregate volume. Not more than 5% flat, thin, elongated or laminated material nor more than 1% deleterious material shall be present. 1" aggregate graded from 1/4” to 1”, fineness modulus

6.90 to 7.40. 1-1/2” graded from ½” to 1-1/2”, fineness modulus 7.80 to 8.20. c. Fine Aggregate: Washed natural sand of hard, strong particles and shall contain not more than 1% of deleterious material, fineness modulus 2.65 to 3.05. d. Aggregate must be certified, non-expansive from a “known” good source.

6. Water: ASTM C1602; Clean, fresh, free from acid, alkali, organic matter or other impurities liable to be detrimental to the concrete (potable).

7. Admixtures: Admixtures shall be used upon approval of the Owner. a. Air-entraining admixture: Conform to ASTM C260.
b. Water-reducing admixture: Conform to ASTM C494.
c. Waterproofing admixture for decks only: Xypex Admix C-500, no substitutions permitted. Conform to ASTM C494.

8. Xypex Admix C-500 Dosage: To be used for sprayground decks only. a. General: Xypex Admix must be added to concrete mix at time of batching. It is important to obtain a homogeneous mixture of Xypex Admix with the concrete. Do not add dry Admix powder directly to wet mixed concrete as this could cause clumping and thorough dispersion may not occur.
b. Dosage Rate: Under normal conditions, the crystalline waterproofing powder shall be added to the concrete mix at the following rates:
1) Xypex Admix C-500 2% – 2.5% by weight of cement content c. Weather Conditions: For mixing, transporting and placing concrete under conditions of high temperature or low temperature, follow concrete practices such as those referred to in ACI 305R (Hot Weather Concreting) and ACI 306R (Cold Weather Concreting) or other applicable standards.
d. Concrete Batching & Mixing Procedures: Procedures for the addition of Xypex admixture will vary according to type of batch plant operation and equipment. Prior to the placement of any concrete, the concrete batch plant and the contractor shall be responsible to consult with the local Xypex representative concerning additional procedures for the addition, mixing and to confirm dosage.

Note: For enhanced chemical protection or for meeting specific project requirements or where the concrete mix design contains higher than 25% type F fly ash content or includes a Portland cement/slag cement/type C fly ash blend, consult with manufacturer or its authorized representative to determine appropriate dosage rates
B. Construction Joints: Use keyform for slab pour joints. Either preformed galvanized or PVC construction joint forms of a standard manufacturer may be used. Install per manufacturer's recommendations and tool edges of slabs.

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C. Waterstops: PVC bulb-type for use between concrete pours / lifts, conforming with ASTM D 570, D 624, and D 638. Provide in configuration(s) as recommended by manufacturer for specific application. Greenstreak, W.R. Meadows, or equal.

D. Curing Materials:

1. Liquid Membrane (covered slab): Chlorinated rubber membrane forming, curing sealing compound conforming to ASTM C309.

2. Liquid Membrane (exposed slab): Clear methyl and butyl methacrylate non-staining, membrane forming, curing-sealing compound conforming to ASTM C309.

E. Cement Grout and Drypack:

1. Cement Grout: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water and fine aggregate enough to make mixture flow under its' own weight.

2. Drypack: Mix 1 part by volume of Portland Cement, 1/2 part by volume of water and fine aggregate enough to make a stiff mix that will mold into a ball. Mix no more than can be used in 30 minutes.

F. Concrete Pool Deck Penetrating Sealer:

1. Manufacturer: PROSOCO, Inc., 3741 Greenway Circle, Lawrence, KS 66046. Phone:
(800) 255-4255; Fax: (785) 830-9797. E-mail: [email protected]

2. Typical Technical Data:
i. FORM: Clear liquid
ii. SPECIFIC GRAVITY: 1.04
iii. pH: not applicable
iv. WEIGHT/GALLON.: 8.69 pounds
v. ACTIVE CONTENT: 11.47 percent
vi. TOTAL SOLIDS: 9.21 percent ASTM D2369
vii. FLASH POINT: 63 degrees Fahrenheit (53 degrees Celsius) ASTM D3278 viii. FREEZE POINT: 38 degrees Fahrenheit (3 degrees Celsius) ix. SHELF LIFE: 2 years in tightly sealed, unopened container x. VOC CONTENT: less than 100 grams per Liter

3. Limitations
a. Not appropriate for use on limestone, marble, travertine or other calcareous stones.

Always test other natural stone to ensure desired results. b. Not suitable for application to synthetic resin paints, gypsum, plaster or other nonmasonry surfaces. c. May not be suitable for surfaces receiving paints or coatings. Always test. d. May cause slight darkening on some surfaces.
e. May adhere to glass. Contact PROSOCO for removal recommendations. f. Not suitable for protecting surfaces subject to constant water spray. g. Will not compensate for structural or material defects. h. Not recommended for below grade application.

4. Application: Provide two coats per manufacturer's requirements. Before applying, read “Preparation” in the Manufacturer’s Product Data Sheet and all safety information in the Manufacturer’s Safety Data Sheet for Saltguard® VOC (for projects in California use Saltguard WB). Refer to the Product Data Sheet for additional information about application of Saltguard® VOC. Do not dilute or alter
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G. Color: As indicated per plan:

1. Finish: Medium broom finish.

2. Integral color ‘Davis Integral Color pigment. Color to be selected by Owner. Medium broom finish.

3. Contractor shall provide samples to order prior construction.

4. Additive alternate: Granite pavers to match existing.

2.4 JOINT SEALANT MATERIALS
B. Caulking: Multipart, non-sag gun grade polyurethane-based sealant meeting the requirements of ASTM C920-02, Type S or M, Mamemco International, Pecora, Sika Corp., Sonneborn Building Products, Tremco or approved equal. Self-leveling caulking materials are not allowed.

C. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

D. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

E. Sealant Backer Rod: Provide compressible polyethylene or polyurethane backer rod as recommended by the sealant manufacturer.

F. Bond Breaker Tape: Provide polyethylene tape or other plastic tape as recommended by sealant manufacturer, to be applied to sealant-contact surfaces where bond to substrate or joint filler must be avoided for proper performance of sealant.

2.5 OTHER MATERIALS
A. All other materials, not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to the advance review by the Owner.

2.6 BALANCE TANK / SPRAYGROUND DRAINS WATERPROOFING
A. Provide waterproofing in accordance with Section 13 11 05 of the specifications.

PART 3 – EXECUTION

3.1 SURFACE CONDITIONS
A. Inspection:

1. Prior to all Work of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that all Work may be constructed in accordance with all applicable codes and regulations, the referenced standards, and the original design.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive work.

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3.2 CONCRETE FORMWORK
A. Construction of Forms:

1. General: Construct all required forms to be substantial, sufficiently tight to prevent leakage of concrete paste, and able to withstand excessive deflection when filled with wet concrete.

2. Layout:
a. Form for all required cast-in-place concrete to the shapes, sizes, lines and dimensions indicated on the Drawings.
b. Exercise particular care in the layout of forms to avoid necessity for cutting concrete after placement.
c. Make proper provisions for all openings, offsets, recesses, anchorages, blocking and other features of the Work as shown or required.
d. Perform all forming required for Work of other trades and do all cutting and repairing of forms required to permit such installation. e. Carefully examine the Drawings and Specifications and consult with other trades as required relative to providing for pipe and conduit penetrations, reglets, chases and other items in the forms.

3. Imbedded Items: Set all required steel frames, angles, bolts, inserts and other such items required to be anchored in the concrete prior to concrete being placed.

4. Bracings:
a. Properly brace and tie the forms together so as to maintain position and shape and to ensure safety to workmen.
b. Construct all bracing, supporting members and centering of ample size and strength to safely carry, without excessive deflection, all dead and live loads to which they may be subjected.
c. Properly space the forms apart and securely tie them together, using metal spreader ties that give positive tying and accurate spreading.

5. Wetting: Keep forms sufficiently wetted to prevent joints from opening up before concrete is placed.

B. Plywood Forms:

1. Design: Nail the plywood panels directly to studs and apply in a manner to minimize the number of joints.

2. Joints: Make all panel joints tight butt joints with all edges true and square.

C. Footing Forms:

1. Wood Forms: All footing forms shall be wood unless otherwise specifically approved by the Owner, or as specified in paragraph 3.2(C)(2).

2. Earth Forms:
a. Side walls for footings may be of earth provided the soil will stand without caving and the sides of the bank are made with a neat cut to the minimum dimensions indicated on the Drawings.
b. For excavation and backfill of earth forms, conform with applicable provisions of Section 13 1101, “Sprayground Excavation”.

D. Reuse of Forms:

1. Reuse of forms shall be subject to advance approval of the Owner.

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2. Except as specifically approved in advance by the Owner, reuse of forms shall in no way delay or change the schedule for placement of concrete from the schedule obtainable if all forms were new.

3. Except as specifically approved in advance by the Owner, reuse of forms shall in no way impart less structural stability to the forms nor less acceptable appearance to finished concrete.

E. Removal of Forms:

1. General:
a. In general, side forms of footings may be removed seven (7) days after placement of concrete, but time may be extended if deemed necessary by the Owner. b. Forms for footings, foundations, grade beams, slabs, walls, and other formed concrete may be removed fourteen (14) days after placement of concrete.

2. Removal:
a. Use all means necessary to protect workers, passersby, the installed Work of other trades and the complete safety of the structure.
b. Cut nails and tie wires or form ties off flush, and leave all surfaces smooth and clean.
c. Remove metal spreader ties on exposed concrete by removing or snapping off inside the wall surface and pointing up and rubbing the resulting pockets to match the surrounding areas.
d. Flush all holes resulting from the use of spreader ties and sleeve nuts using water, and then solidly pack throughout the wall thickness with cement grout applied under pressure by means of a grouting gun; grout shall be one part Portland Cement to 2-1/2 parts sand; apply grout immediately after removing forms.

3.3 CONCRETE REINFORCEMENT
A. Bending:

1. General:
a. Fabricate all reinforcement in strict accordance with the Drawings. b. Do not use bars with kinks or bends not shown on the Drawings. c. Do not bend or straighten steel in a manner that will injure the material. (When opposite end is already encased in concrete.)

2. Design:
a. Bend all bars cold.
b. Make bends for stirrups and ties around a pin having a diameter of not less than two (2) times the minimum thickness of the bar.
c. Make bends for other bars, including hooks, around a pin having a diameter of not less than six (6) times the minimum thickness of the bar.

B. Placing:

1. General: Before the start of concrete placement, accurately place all concrete reinforcement, positively securing and supporting by concrete blocks, metal chairs or spacers, or by metal hangers.

2. Clearance:
a. Preserve clear space between bars of not less than one and one-half (1-1/2) times the nominal diameter of the round bars.

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b. In no case let the clear space be less than one and one-half (1-1/2) inches nor less than one and one-third (1-1/3) times the maximum size of the aggregate. c. Provide the following minimum concrete covering of reinforcement:
i. Concrete deposited against earth: three (3) inches minimum. ii. Concrete below grade deposited against forms: two (2) inches minimum. iii. Concrete elsewhere: As indicated on Drawings or otherwise approved by the Owner.

3. Splicing:
a. Horizontal Bars:
i. Place bars in horizontal members with minimum lap at splices sufficient to develop the strength of the bars.
ii. Bars may be wired together at laps except at points of support of the member, at which points preserve clear space described above.
iii. Whenever possible, stagger the splices of adjacent bars. iv. Splice sixty (60) bar diameters minimum.
b. Wire Fabric: Make all splices in wire fabric at least one and one-half (1-1/2) meshes wide.
c. Other Splices: Make only those other splices that are indicated on the Drawings or specifically approved by the Owner.

4. Dowels: Place all required steel dowels and securely anchor them into position before concrete is placed.

5. Obstructions: In the event conduits, piping, inserts, sleeves and other items interfere with placing reinforcement as indicated on the Drawings or otherwise required, immediately consult with the Owner and obtain approval of a new procedure prior to placing concrete.

C. Cleaning Reinforcement: Steel reinforcement, at the time concrete is placed around it, shall be free from rust scale, loose mill scale, oil, paint and all other coatings which will destroy or reduce the bond between steel and concrete. Bend down all the tie wire away from the top of the sprayground deck. Maintain a 2” clear from top of concrete to the tie wire.

3.4 CAST-IN-PLACE CONCRETE
A. Conveying and Placing Concrete:

1. Before placing concrete, mixing and conveying equipment shall be well cleaned, and the forms and space to be occupied by concrete shall be thoroughly cleaned and wetted. Ground water shall be removed until the completion of the work.

2. No concrete shall be placed in any unit of work until all formwork has been completely constructed, all reinforcement has been secured in place, all items to be built into concrete are in place, and form ties at construction joints tightened.

3. Concrete shall be conveyed from mixer to place of final deposit in such a way to prevent the separation or loss of ingredients. It shall be placed as nearly as practicable in its’ final position to avoid rehandling or flowing. Concrete shall not be dropped freely where reinforcing bars will cause segregation, nor shall it be dropped freely more than six (6) feet. Use tremies, spouts and dump boxes in deep sections. Vibrators are not acceptable for facilitating concrete transport.

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compact the concrete. Vibration must be by direct action in the concrete and not against forms or reinforcement.

5. Mixing and transport time as indicated in ASTM C94 is required. If air temperatures are between 85° and 90° F the delivery time is to be reduced to 75 minutes. When air temperatures are in excess of 90° F the delivery time should be reduced to 60 minutes.

6. Truck mixes without batch certificates will be rejected.

B. Construction Joints / Expansion Joints: Construction joints and expansion joints shall be provided at locations and in the manner shown on the Drawings. With exception of existing concrete / new shotcrete joints, use PVC bulb-type waterstops appropriate for design condition between all concrete pours / lifts to avoid cold joints. Waterstops shall be placed in such a way to protect reinforcing steel from rust and oxidation. All expansion joints must be the full depth of the concrete section in which they are located.

C. Slab Finishes: Concrete slabs shall be compacted and screeded uniformly to grades shown.

Push large aggregates below the surface with a screen tamper, screed and bull float. As soon as the surface becomes workable, it shall be wood floated, then finished as indicated on the Drawings to a uniform smooth, true surface in a neat and workmanlike manner.

Carefully coordinate slab finish requirements with other trades (ceramic tile) to insure concrete finish is appropriate substrate for final finish material.

1. Contractor shall provide five (5) mock-up deck samples, minimum 3’x 3’, either broomed finish or granite pavers (additive alternate) as selected by Owner. Provide samples showing integral color as selected by Owner. Provide with two (2) coats of Prosoco VOC and on each concrete sample. Each sample shall be edged on all four sides to demonstrate a 3/4” radius edge. Anchor installation shall demonstrate acceptable interface between anchor and the top of deck. Deck samples shall remain on job site through final inspection for reference.

2. Sprayground Decks: Medium Broom Finish or granite pavers (additive alternate).

D. Protection and Curing:

1. Concrete shall be protected from injurious action of the elements and defacement of any nature during construction.

2. All forms must be kept wet to prevent drying out of the concrete.

3. All concrete surfaces including footings must be kept wet for at least seven (7) days after concrete is placed.

4. Apply the appropriate curing materials, as specified in 2.3D of this Section, immediately after finishing slabs. Application shall be as specified by the manufacturer.

E. Form Removal:

1. Take care in removing forms so that surfaces are not marred or gouged and that corners are true, sharp and unbroken.

2. No steel spreaders, ties or other metal shall project from or be visible on any concrete surfaces.

F. Defective Work:

1. Should the strength of any concrete for any portion of the work indicated by tests of molded cylinders and core tests fall below minimum 28 days strength specified or indicated, concrete will be deemed defective work and shall be replaced.

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2. Concrete work that is not formed as indicated, is not true to intended alignment, not plumb or level where so intended, not true to intended grades or elevations, not true to specified or selected finish, contains sawdust shavings, wood, or embedded debris, which exhibits cracks or contains fine or coarse sulfide particles, or expansive aggregates detrimental to performance or appearance of the concrete shall be deemed defective.

3. Promptly perform work required to replace and properly clean (by sandblasting if necessary) any defective concrete panels (control joint or expansion joint to control joint or expansion joint), at Contractor's expense, including all expense of additional inspection, tests, or supervision made necessary as a result of defective concrete.

3.5 EXPANSION JOINTS
A. Temperatures: Do not install sealants when air temperature is less than 40°F.

B. Tooling: Tool exposed joints to a slightly concave surface using slicking materials recommended by the manufacturer. The tooling procedure shall press sealant against the sides of the joint. No materials shall be left “feathered” out or smeared on the abutting materials. Completed joints shall have a uniform professional appearance.

C. Joint Construction: Sealant joint width, thickness and cross-sectional profile to be constructed in strict accordance with the sealant manufacturer’s recommendations.

3.6 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all sprayground concrete materials, debris and rubbish occasioned by this Work to the approval of the Owner. - END OF SECTION -
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SECTION 131103

SPRAY GROUND SHOTCRETE
PART 1 GENERAL

1.01 WORK INCLUDED
A. Provide labor, materials and equipment as required to install wet mix shotcrete for wet play area as indicated on the Drawings and herein specified.

B. Balance tank waterproofing.

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work for this Section shall have been successfully engaged with a C53 license as an RME or RMO for at least the past four (4) years immediately prior to the commencement of the work. The Qualified contractor Shall submit documentation of a minimum of three (3) interactive spray ground play equipment and climb-on structure installations completed in the last four (4) years.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards: Except as otherwise indicated, provide shotcrete per American Concrete Institute Standard ACI 506. In addition, conform to recommendations contained in “Shotcrete,” Brochure G-84 as published by the Gunite Contractors Association, Sylmar, California and the California Building Code (2025 edition).

C. Mix Design: The Contractor shall submit a mix design stamped and signed by a licensed engineer for approval by the Owner’s Representative prior to any placement of shotcrete. Mix design shall indicate source of aggregate and brands of cement and admixtures used. All mix designs shall take character of locally available aggregate into consideration and make adjustments as necessary to conform with specified design criteria.

D. Testing and Inspection: One test panel shall be provided for each 50 yards (or portion thereof) of shotcrete placed. The size of the strength test panel shall be per the direction of the Special Shotcrete Inspector. At least three (3) cores shall be taken from each test panel. (At least three (3) cores shall be taken from the completed work for each day of shotcrete operation.) Testing shall be performed by the Owner’s designated Testing Lab and comply with Section 1913, California Building Code. Continuous inspection of the shotcrete operation by a deputy inspector provided by the Owner shall be required. Inspection of shotcrete work shall comply with Section 1913 of California Building Code, and coring, sampling, soaking and testing per 1913.5 and 1913.10 of California Building Code. Contractor shall provide test panels for all required tests.

E. Tolerances: Construct all spray ground shotcrete straight, true, plumb and square within a tolerance horizontally of one in 200 and a tolerance vertically of one in 2000.

1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 013300.

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B. Materials List: Within thirty (30) days after issuance of Notice to Proceed, and before shotcrete materials are delivered to the project site, submit to the Owner’s Representative a complete list of materials proposed to be used in this portion of the Work, showing manufacturer's name and catalog number of all items such as admixtures and curing membranes, and the name and address of the supplier of cement and aggregate to be used.

C. Submit proof of qualifications as specified in Article 1.2.A of this Section.

1.04 PRODUCT HANDLING
A. Protection: Use all means necessary to protect shotcrete materials before, during and after installation and to protect the installed Work specified in other Sections.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner’s Representative and at no additional cost to the Owner.

PART 2 PRODUCTS

2.01 MATERIALS
A. Cement: Cement shall be Type I or II Portland Cement conforming to ASTM C150. Cement type shall be the same for all shotcrete work.

B. Aggregate: ASTM C33, washed hard dense durable clean sharp sand from approved pit, free of organic matter and opaline, feldspar, or silicous magnesium substances and containing not more than 3% by weight of deleterious substances. When tested for organic impurities by ASTM C40 method, fine aggregate color not darker than reference standard color. When tested for soundness by ASTM C88 method, loss after 5 cycles not over 10% of fine aggregate.

C. Water: Potable, clean, fresh, free from acid, alkali, organic matter or other impurities liable to be detrimental to the shotcrete.

D. Admixtures: Admixtures shall only be used upon approval of the Owner's Representative.

PART 3 EXECUTION

3.01 EXECUTION
A. Inspection:

1. Prior to all Work of this Section carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that items to be imbedded in shotcrete are in place and that shotcrete may be placed to the lines and elevations shown on the Drawings, with all required clearance from reinforcement.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Owner's Representative.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3. Failure to notify the Owner's Representative and give written notice of discrepancies shall constitute acceptance by the Contractor of existing conditions as fit and proper to receive the Work.

3.02 PREPARATION
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A. General:

1. Thoroughly clean all areas where shotcrete is to be placed to insure proper bonding of shotcrete.

2. Where shotcrete is to be placed against smooth surfaces (i.e., cast-in-place concrete), sandblast surfaces to receive shotcrete to provide clean aggregate surface, thereby insuring proper bond between materials.

B. Ground Wires: Adequate ground wires, to be used as screeds, shall be installed to establish the thickness and surface planes of the shotcrete work. Ground wires shall be placed so that they are tight and true to line and grade and in such a manner that they can be easily tightened.

3.03 PROPORTIONING AND MIXING
A. Accurately control proportion of water to Portland cement to produce thorough and uniform hydration of the shotcrete that, when shot, forms a homogeneous mass containing neither sags nor dry sand formation.

B. Shotcrete shall have a minimum compressive strength of 4,000 PSI at 28 days. Shotcrete material shall have a water/cement ratio of 0.40 minimum-0.45 maximum per ACI 506R, Chapter 6, Proportioning and Preconstruction Testing; Section 6.3.3, Wet Mix Process.

C. Discontinue shotcrete work if the time between the addition of mixing water to cement and aggregate, or cement to aggregates, and placement of shotcrete exceeds ninety (90) minutes when the ambient temperature is below 85 degrees Fahrenheit, or exceeds sixty (60) minutes when the ambient temperature is above 85 degrees Fahrenheit. Batch, mix and deliver wetmixture shotcrete per ASTM C94 or C685.

D. Hot Weather Shotcreting – Unless otherwise specified, do not place shotcrete when shotcrete temperature is above 95°F, unless prequalification testing shows that the required quality of materials can be achieved at high temperatures. The temperature of reinforcement and receiving surfaces shall be below 90°F prior to shotcrete placement.

E. Cold Weather Shotcreting – Unless otherwise specified, shooting may proceed when ambient temperature is 40°F and rising. Stop shooting when ambient temperature is 40°F and falling, unless measures are taken to protect the shotcrete. Shotcrete material temperature, when shot, shall not be less than 50°F. Do not place against frozen surfaces.

3.04 SHOTCRETE PLACING, FINISHING, AND CURING
A. Operations: Utilize a standard type of air compressor, capable of providing a minimum of 250 cubic feet of air per minute per nozzle.

B. Placing: Except when shooting reinforcing, hold the nozzle perpendicular to and 2-1/2 to 3 feet from surface. At reinforcing bars, hold the nozzle so as to direct shotcrete behind the bars, and shoot each side of each bars separately. A nozzleman’s helper equipped with an air jet shall precede the nozzle and blow out rebound or sand lodged behind bars, on forms, or placed shotcrete. Placing shotcrete horizontal members from the top is not allowed unless approved methods are employed to eliminate all rebound. Material shall emerge from the nozzle in a uniform flow. If flow becomes intermittent for any reason, direct the nozzle away from the surface until the flow is again steady and constant. Do not reuse rebound or loose sand for any purpose.

C. Puddled Shotcrete: Use of “puddled shotcrete” in which the air pressure is reduced and the water content is increased to facilitate placing in difficult locations is not allowed. Do not place shotcrete where nozzle stream cannot impinge directly on the involved surface. Where difficult shooting For Council Approval
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conditions occur, obtain proper results by maintaining correct air pressure and water ratio and reduce supply of material.

D. Construction Joints: Form joints with sloping beveled edges. Clean and dampen the hardened joint surfaces before placing additional shotcrete. Square edged construction joints are not allowed.

The film of laitance which forms on the surface of the shotcrete shall be removed within approximately two hours after application by brushing with a stiff broom. If this film is not removed within two hours, it shall be removed by thorough wire brushing or sand blasting. Construction joints over eight hours old shall be thoroughly cleaned with air and water prior to receiving shotcrete.

E. Finishing: Rod exposed surfaces to true planes and lines on reaching the thickness and plane established by forms and ground wires. Tamp and wood float surfaces level and provide a rough raked finish. Carefully coordinate finish requirements with other trades (ceramic tile, pool plaster) to insure shotcrete finish is appropriate substrate for final finish material.

F. Curing: Keep shotcrete continuously damp for not less than seven (7) days after placing. Use sealed curing sheeting or other approved curing method where water curing is not feasible. Do not use curing compound of any kind.

3.05 DEFECTIVE WORK
A. Cut out, remove and replace, or repair to the satisfaction of the Owner’s Representative, shotcrete not meeting minimum strength, not true, plumb or level, not to required elevations, containing cracks detrimental to performance or appearance, containing shavings, debris or with honeycombs or voids.

B. Promptly perform Work required to repair, patch, replace, render properly cleaned surfaces (by sandblasting if necessary) or otherwise make good any defective shotcrete at Contractor's expense, including all expense of additional inspection, tests, or supervision made necessary as a result of defective shotcrete.

3.06 CLEAN-UP
A. Upon completion of the Work of this Section, immediately remove all spray ground shotcrete materials, debris and rubbish occasioned by this work to the approval of the Owner's Representative.

END OF SECTION
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SECTION 13 11 05

SPRAY GROUND WATERPROOFING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Furnish all labor, materials, tools and equipment as necessary to perform Cement Waterproofing on new and existing structures as shown on drawings and as specified in this section.

B. Related Sections:

1. Division 13, Section 13 11 02 “Spray ground Concrete.”

1.2 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work for this Section shall have been successfully engaged with a C-53 license as an RME or RMO for at least the past four (4) years immediately prior to the commencement of the work. The Qualified contractor Shall submit documentation of a minimum of three (3) interactive spray ground play equipment and climb-on structure installations completed in the last four (4) years.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. Standards:

1. ASTM C 39/C 39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 1999.

2. ASTM C 109 - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars.

3. ASTM C 267 - Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes; 1997.

4. ASTM C 321 - Standard Test Method for Bond Strength of Chemical-Resistant Mortars.

5. ASTM C 348 - Standard Test Method for Flexural Strength of Hydraulic Cement Mortars.

6. ASTM E 96 - Standard Test Method for Water Vapor Transmission of Materials.

7. ASTM E 329 - Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction; 1998a.

8. COE CRD-C 48 - Standard Test Method for Water Permeability of Concrete; 1992.

9. NSF 61 - Drinking Water System Components - Health Effects; 2000a.

1.3 SUBMITTALS
A. Submit under provisions of Section 01 33 00.

B. Product Data: Manufacturer’s printed data sheet, for specified products.

C. Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties.

1. Testing Agency: Independent laboratory meeting the requirements of ASTM E 329 and certified by the United States Bureau of Standards.

D. Certificates: Product certificates signed by manufacturer certifying that:

1. Materials comply with specified performance characteristics and physical requirements.

2. Installer is qualified and approved by manufacturer.

E. Manufacturer’s installation instructions.

F. Manufacturer's report on field inspection of substrates, prior to installation.

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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
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G. Executed warranties.

1.4 PRODUCT HANDLING
A. Deliver and store in a dry area between 40ºF (5ºC) and 90ºF (32ºC). Handle and protect from freezing and direct sun light in accordance with manufacturer's instructions.

B. Deliver materials in manufacturer's unopened containers, fully identified with brand, type, grade, class and all other qualifying information. Provide Material Safety Data Sheets for each product.

C. Take necessary precautions to keep products clean, dry and free of damage.

1.5 SYSTEM REQUIREMENTS
A. Coordinate waterproofing installation with other trades.

B. Provide materials and accessories in timely manner so as not to delay Work.

1.6 PROJECT CONDITIONS
A. Maintain surfaces to be waterproofed and surrounding air temperature at not less than 40ºF (5ºC). Apply only when temperatures are steady or rising.

B. Do not apply materials to frozen or frost-filled surfaces.

C. Exercise caution when temperatures exceed 90ºF (32ºC).

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Approved Manufacturers:

1. Xypex Chemical Corporation; 13731 Mayfield Place, Richmond, BC V6V 2G9. ASD. Tel:
(800) 961-4477 or (604) 273-5265. Fax: (604) 270-0451. E-mail: [email protected]. www.xypex.com.

2. Miracote Miraflex Membrane C 3000 E. Harcourt St., Rancho Dominguez, CA 90221 Phone: (310) 631-6594, Fax: (310) 886-9119

3. Hycrete, Inc.; 462 Barrell Ave, Carlstadt, NJ, 07072. Phone: (201) 386-8110. Fax: (201) 386-8155. www.hycrete.com
B. Requests for substitutions will be considered only if submitted to the architect/engineer in writing and must include substantiation of product performance, 10 days prior to the original bid date.

2.2 MATERIALS
A. Waterproofing Material - Acrylic Modified Cement Waterproofing: Cementitious, two-component, acrylic emulsion based, highly flexible, crack bridging waterproof membrane barrier against positive water pressure, with the following characteristics:

1. Product: Xypex or Miracote Miraflex two coat crystalline waterproofing or Hycrete W500

2. Color: Gray

3. Dry Component-A: Precise blend of cementitious material

4. Liquid Component-B: White acrylic emulsion and admixtures

5. Working Time: Approximately 45 minutes

6. Shore A Hardness: > 90

7. Bond/Adhesion: (ASTM C-321) 215 psi (1.5 MPa) @ 28 days

8. Tear Resistance: 190 psi (1.3 MPa) at 68oF (20oC)

9. Elongation: (%) 60 (gray); 40 (white) at 68oF (20oC)

10. Elongation: (mils) 40 (gray); 25 (white)

11. Crack bridging capacity: (inch) 1/16 (gray) (1.5 mm)

12. Vapor Permeability: (US Perms) 1.2 (ASTM E-96)

13. Waterproofing: (CRD C 48-92) Withstands 200 psi = 460 feet (14 bar = 140 m) hydrostatic pressure (positive side) at 3/32 (2.4 mm) thickness.

14. Penetration: At least 2 inches (50 mm) penetration of crystal-forming material, evidenced by scanning electron microscope photographs.

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15. Chemical Resistance: No detrimental effects when tested using 4000 psi (27.6 MPa) compressive strength concrete in accordance with ASTM C 267 using hydrochloric acid (pH of 3.5), brake fluid, transformer oil, ethylene glycol, toluene, and caustic soda as test mediums for duration of 84 days each; minimum of 14 percent increase in concrete compressive strength when tested in accordance with ASTM C 39/C 39M.

16. Potable Water Contact Approval: NSF certification for use on structures holding potable water, based on testing in accordance with NSF 61.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine all construction substrates and conditions under which waterproofing materials are to be installed. Do not proceed with the waterproofing application until unsatisfactory conditions are corrected.

3.2 PREPARATION
A. Protect adjacent surfaces not designated to receive waterproofing.

B. Substrate preparation:

1. Remove oil, grease, dirt, loose particles, remains of form oils, water repellents, rust or other coatings by high-pressure water blasting (>3000 psi), wet or dry sand blasting, or other mechanical means to produce surfaces suitable for application of waterproofing.

2. Follow manufacturer's instructions to clean and prepare surfaces and seal cracks and joints.

3. Voids in concrete substrates: 1/4-inch (6 mm) diameter and larger, pre-treat with a cementitious mortar. Less than 1/4-inch (6 mm) diameter can be filled with a scratch coat of two-component waterproofing material.

C. Rinse surfaces to be waterproofed (excluding drywall or similar) with clean water to saturated surface dry (SSD) condition, with no standing water on horizontal surfaces.

3.3 INSTALLATION
A. Mix two-component waterproofing material in proportions recommended by manufacturer.

B. Taping:

1. Apply two-component waterproofing material by brush in a six to seven inch (15 – 18 cm) wide strip coat centered over all joints, cracks, penetrations and changes of plane to be taped.

2. While this coat is still wet, unroll joint sealing tape into the coating and apply a coat of twocomponent waterproofing material over the tape, smoothing out wrinkles and fish mouths.

C. Positive Side Waterproofing:

1. Apply two-component waterproofing material in quantities as per manufacturer's specifications and recommendations:

2. Apply at 60 mils or 1/16” (1.5 mm) total thickness for water levels up to 2-feet (0.60 m).

3. Apply at 90 mils (2.4 mm) total thickness for water depth greater than 2-feet (>0.60 m).

D. Application considerations:

1. Apply, using stainless steel trowel, tampico brush, short nap roller, or appropriate compressedair spray equipment.

2. If needed, such as in zones posed to movement or cracking, plaza decks, the waterproofing material can be additionally reinforced with a reinforcing mesh (supplied by waterproofing manufacturer), embedded between two waterproofing layers.

3. Apply only when surface and ambient temperatures are 40°F (5°C) and rising. At high temperatures i.e., 86°F (30°C) and above) protect application from direct sun and wind to prevent premature surface drying and shrinkage cracks. Apply material in two coats minimum.

4. Application thickness should not exceed 1/8-inch (120 mils (3 mm)).

5. Do not bridge cracks greater than 1/16-inch (1.5 mm).

6. Bridge dynamic cracks or joints with elastomeric joint sealing tape, as supplied by waterproofing manufacturer.

7. Do not overcoat waterproofing material with solvent-based materials.

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8. Prime and protect alkali sensitive metals such as copper, aluminum, galvanized or zinc treated metal before over-coating with waterproofing material. Follow manufacturer’s recommendations for primer material.

3.4 CURING
A. Follow manufacturer's general instructions for curing and hardening of waterproofing material. Do not use water for curing. Waterproofing material is self-curing.

B. Protect surfaces from rain, frost, and premature dehydration.

3.5 ACCEPTANCE
A. Remove left over materials and any foreign material resulting from the work from the site.

B. Clean adjacent surfaces and materials occasioned by this Work to the approval of the Owner.

END OF SECTION
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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
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131106 - 1
SECTION 13 11 06

SPRAY GROUND EQUIPMENT
PART 1 GENERAL

1.01 WORK INCLUDED
A. Spray Ground equipment items required for this Work as indicated on the Drawings and specified herein.

B. Provide start up and operation instructions to the Owner for both the Spray Ground and mechanical equipment. Properly balance Spray Ground water chemistry until such time that the Owner takes occupancy of the project.

1.02 QUALITY ASSURANCE
A. Qualifications of Workers:

1. The entity performing the work for this Section shall have been successfully engaged with a C-53 license as an RME or RMO for at least the past four (4) years immediately prior to the commencement of the work. The Qualified contractor Shall submit documentation of a minimum of three (3) interactive spray ground play equipment and climb-on structure installations completed in the last four (4) years.

2. For actual construction operations, use only trained and experienced workers with a minimum of three (3) years experience with the materials and methods specified.

3. Provide at least one person who shall be present at all times during execution of the work of this Section, with a minimum of five (5) years experience with the type of materials being installed, the referenced standards, and who shall direct all Work performed under this Section.

B. All equipment supplied or work performed shall comply with regulations governing public Spray Ground areas as contained within State and Local Codes.

1.03 SUBMITTALS AND SUBSTITUTIONS
A. Provide submittals in conformance with the requirements of Section 13 11 00.

B. Required submittals include:

1. Spray Ground Safety, Deck and Mechanical Equipment as specified in Article 2.01-2.13 of this Section.

C. Submit proof of qualifications as specified in Article 1.02.A of this Section.

D. The equipment shown on the plans represent the first listed items in the technical specifications. The Contractor shall be responsible for all required field coordination and installation of any approved equal product to provide a fully working and warranted system.

The Contractor shall submit detailed shop drawings for any products used other than the first listed specified items. Contractor provided shop drawings shall include details and quality equal to the original plans and construction documents. The Contractor shall provide any and all required engineering including but not limited to structural and anchorage requirements for any proposed equipment other than the first listed specified equipment. The Contractor is responsible to provide a factory certified representative(s) to start-up and provide on-site training for all swimming pool mechanical equipment provided.

1.04 PRODUCT HANDLING
A. Protection: Use all means necessary to protect swimming pool equipment items before, during and after installation and to protect the installed work specified in other Sections.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect/Owner.

PART 2 PRODUCTS
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2.01 SPRAY GROUND SAFETY EQUIPMENT
A. Spray Ground Safety Signs: As required by the Department of Health and as shown on the plans. Submittal required.

2.02 SPRAY GROUND DECK EQUIPMENT
A. Fountain Jets: ‘Crystal Fountains’ #SWS200 series DMX/RDM Playdeck Choreoswitch, round niche version 12-volt DC. Nine (9) total. Set flush with concrete surface and shall not have any opening larger than ½” per ADA standards.

2.03 (N) SPRAY GROUND CIRCULATION PUMP
A. Jandy #JCP053ATS self-priming integral strainer pump, 3500 RPM, 208V, 3PH, 5 HP, rated at 200 GPM at 70 ft. TDH, premium efficiency TEFC motor; epoxy coat all wet surfaces (600 lbs.) Provide new ‘Pentair’ Accudrive AD050X-2303-N4X. Coordinate mounting location to maintain desired clearances. 208V, 3PH (65 lbs.)

2.04 (E) SPRAY GROUND FILTERS
A. ‘Pentair’ #TR-140C-3 hi rate permanent AFM media filters with 14.12 sq. ft of filter area rated at 225 GPM at 16 GPM/sq. ft. Complete with 3” flanged face piping, multiport valve. Provide all utilities, piping, valving, etc. (8155 lbs. each tank)

2.05 (N) BOOSTER PUMP
A. Jandy #JCP053ATS self-priming integral strainer pump, 3500 RPM, 208V, 3PH, 5 HP, rated at 200 GPM at 70 ft. TDH, premium efficiency TEFC motor; epoxy coat all wet surfaces (600 lbs.) Provide new ‘Pentair’ Accudrive AD050X-2303-N4X. Coordinate mounting location to maintain desired clearances. 208V, 3PH (65 lbs.)

2.06 (N) ULTRAVIOLET SYSTEMS
A. ‘Evoqua’ #WF-115-4-N: 1x2.5 kw lamp 208V 3PH with 32-amp breaker, rated at 1000 GPM at 40 mj/cm2. Complete with strainer, valving, and control panel. One (1) system complete.

2.07 (E) CHLORINE STORAGE/FEED SYSTEM
A. Feed pumps shall be ‘Stenner’ 45M-5 45 GPD @ 25 PSI with FRP shelf brackets. Hard pipe to point of injection. Provide one (1) total.

2.08 (E) CARBON DIOXIDE STORAGE/FEED SYSTEM W/ (N) CO2 DETECTOR A. One (1) NOVO-750, 750 lb. cryogenic liquid CO2 storage tank with remote fill port. 594 liquid lbs. (5195 cubic feet of gaseous CO2 at NTP) One (1) total. Existing EKO PH-MTS Co2 high efficiency feed system with alkalinity control, 0 to 160 SCFH feed capacity booster pump, piping injector, flowmeter, relays and acid feed alkalinity control. One (1) system total. Provide new hard wired ‘Analox’ AP1 KIT CO2 detector with audible and visual alarms in each chemical room, UL1971 standard listed. One (1) total.

2.09 (E) WATER CHEMISTRY CONTROLLER
A. Provide ethernet connection to ‘Becsys’ CS-BECSYS5-BP-E water chemistry controller.

2.10 (E) FILL SYSTEM
A. 2” solenoid fill system with manual by-pass.

2.11 (N) PORTABLE EYEWASH STATION
A. Honeywell Eyesaline wall station #32-000462-0000 with double 32 oz bottles mounted to the wall. Two (2) total. Provide with one pair of replacement bottles.

2.12 (N) FLOWMETER
A. Signet P51530-PX flosensor with digital readout. Three (3) systems total.

PART 3 EXECUTION
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Vernon Street Town Square Spray Ground 100% Construction Documents February 24, 2026
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3.01 SURFACE CONDITIONS
A. Inspection:

1. Prior to installing the items of this Section, carefully inspect the installed Work of other trades and verify that all such Work is complete to the point where this installation may properly commence.

2. Verify that the Spray Ground equipment items may be installed in strict accordance with original design, pertinent codes and regulations, and the manufacturers’ recommendations.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Architect/Owner.

2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved.

3. Failure to notify the Architect/Owner and give written notice of discrepancies shall constitute acceptance by the Installer of existing conditions as fit and proper to receive its Work.

3.02 INSTALLATION
A. Supply and install items of Spray Ground equipment in strict accordance with applicable codes and regulations, the original design, and the manufacturer’s published recommendations, anchoring firmly and securely for long life under hard use.

B. Coordinate with other trades to insure all imbedded items are set plumb and flush. Railing ends must have anchor sockets and escutcheon plates. Be certain that deck equipment and railings are properly bonded prior to imbedding.

C. All mechanical equipment shall be braced and/or anchored to resist horizontal force acting in any direction using the criteria shown on the Drawings.

3.03 EQUIPMENT ACTIVATION
A. Start Up

1. Retain a qualified chemistry consultant, familiar with the operation and maintenance of aquatic facilities, to supervise and properly balance the Spray Ground water chemistry.

2. Demonstrate to the Owner’s Representative and to all appropriate officials (including State of California) that all systems are fully operational and that calcium hardness, total alkalinity, chlorine residual and pH levels are within the specified limits.

3. Standards: Contractor shall furnish labor and chemicals as required to condition the water properly to the following specifications:
a. Calcium Hardness: 200-400 ppm
b. Total Alkalinity: 80-120 ppm
c. Chlorine residual: 2.0-5.0 ppm
d. pH 7.4-7.6
B. All water chemistry and filtration mechanical equipment shall be operational upon filling of the balance tank. Chemicals and other related support items as supplied by the Contractor, shall be in supply at start-up.

C. Start up and provide qualified personnel to operate the Spray Ground mechanical equipment for a period not less than fourteen (14) days after the Spray Ground systems are placed in operation, or until the Owner takes occupancy of the facility or letter of substantial completion.

During this time, Contractor shall instruct and supervise the Owner’s personnel in the various operating and maintenance techniques involved. Contractor shall insure that the Spray Ground filtration equipment is continuously running during the initial fourteen (14) day period.

Contractor shall be responsible for supply of chemicals during this not less than fourteen (14) day period and at the time of turnover to Owner, chemical storage tanks shall be full. Owner’s For Council Approval
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