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HomeMy WebLinkAbout4.4 Agreement for Water Slide Maintenance Services at The WaveCELEBRATING STAFF REPORT CITY COUNCIL DUBLIN CALIFORNIA Agenda Item 4.4 DATE: January 10, 2023 TO: Honorable Mayor and City Councilmembers FROM: Linda Smith, City Manager SU B,ECT : Agreement for Water Slide Maintenance Services at The Wave Prepared by: Dustin Stene, Recreation Supervisor EXECUTIVE SUMMARY: The City Council will consider an agreement with Slide Guys Restoration Inc. for waterslide maintenance services at The Wave. STAFF RECOMMENDATION: Adopt the Resolution Approving an Agreement with Slide Guys Restoration Inc. for Waterslide Maintenance Services and approve the budget change. FINANCIAL IMPACT: The agreement with Slide Guys Restoration Inc. is not to exceed $151,620 per calendar year, which includes $126,350 for regular maintenance and inspections, plus a 20% contingency of $25,270 for additional repairs as needed. Approval of the agreement will require a $37,593 budget increase funded by the General Fund Undesignated Reserve. Funding for the subsequent years will be included in future budget processes. DESCRIPTION: In prior years, The Wave pool and waterslide maintenance agreements were combined; however, due to the unique experience, skill set, and certifications required to maintain waterslides, a separate Request for Proposals (RFP) for waterslide maintenance was released on November 2, 2022. Slide Guys Restoration Inc. submitted the lowest responsive bid and their proposal aligns with the City's needs. Other bids were received from Safe Slide Restoration and White Water. Slide Guys Restoration Inc. is highly recommended by multiple agencies, two of which are in California, which gives them experience with the Occupational Safety and Health Administration (OSHA) regulations for California amusement rides. Slide Guys Restoration Inc. also meets Page 1 of 2 69 certification requirements for rope access safety and fiberglass repair. Slide Guys Restoration Inc. will be required to conduct a bi-annual service that includes fiberglass, chip and cracking, and gel coat repair, as well as joint caulking and the wax and polish of all slides. Staff is recommending a three-year service agreement for water slide maintenance with Slide Guys Restoration Inc., expiring on December 31, 2025, with the option of two, one-year extensions. The cost detail is summarized in the table below. Table 1: Slide Guys Restoration Inc. Cost Detail Pre -Summer Service and Inspection $63,175 Post -Summer Service and Inspection $63,175 Contingency 20% $25,270 Total Cost $151,620 STRATEGIC PLAN INITIATIVE: None. NOTICING REQUIREMENTS/PUBLIC OUTREACH: A copy of the Staff Report was provided to Slide Guys Restoration Inc., and the City Council Agenda was posted. ATTACHMENTS: 1) Resolution Approving an Agreement with Slide Guys Restoration Inc. for Waterslide Maintenance Services 2) Exhibit A to the Resolution - Agreement Between the City of Dublin and Slide Guys Restoration Inc. 3) Proposal - Slide Guys Restoration Inc. 4) Request for Proposals 5) Budget Change Form Page 2 of 2 70 Attachment 1 RESOLUTION NO. XX - XX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING AN AGREEMENT WITH SLIDE GUYS RESTORATION INC. FOR WATERSLIDE MAINTENANCE SERVICES WHEREAS, Staff issued a Request for Proposals for waterslide maintenance services at The Wave; and WHEREAS, Slide Guys Restoration Inc. emerged as the most cost effective company, and aligns with the City's needs for biannual waterslide maintenance services; and WHEREAS, Slide Guys Restoration Inc. is highly recommended by multiple agencies; and is prepared to complete the work outlined in the Scope of Services. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Dublin does hereby approve the agreement with Slide Guys Restoration Inc., attached hereto as Exhibit A in an amount not to exceed $454,860 through December 31, 2025. BE IT FURTHER RESOLVED that the City Manager is authorized to execute the agreement, and make any necessary, non -substantive changes to carry out the intent of this Resolution. vote: PASSED, APPROVED AND ADOPTED this 10th day of January 2023, by the following AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk Reso. No. XX-23, Item X.X, Adopted 01/10/23 Page 1 of 1 71 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F Attachment 2 CONTRACTOR SERVICES AGREEMENT BETWEEN THE CITY OF DUBLIN AND SLIDE GUYS RESTORATION, INC. THIS AGREEMENT for Waterslide Maintenance Services is made by and between the City of Dublin ("City") and Slide Guys Restoration, Inc. ("Contractor") (together sometimes referred to as the "Parties") as of January 10, 2023 (the "Effective Date"). Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Contractor shall provide to City the services described in the Scope of Work attached as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A the Agreement shall prevail. 1.1 Term of Services. The term of this Agreement shall begin on the Effective Date and shall end on December 31, 2025, and Contractor shall complete the work described in Exhibit A on or before that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Contractor to complete the services required by this Agreement shall not affect the City's right to terminate the Agreement, as referenced in Section 8. Notwithstanding the foregoing this Agreement may be extended for up to two (2) additional one (1) year terms, upon the written consent of the Contractor and the City Manager, provided that: a) sufficient funds have been appropriated for such purchase, b) the price charged by the Contractor for the provision of the services described in Exhibit A does not increase. None of the foregoing shall affect the City's right to terminate the Agreement as provided for in Section 8. 1.2 Standard of Performance. Contractor shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Contractor is engaged. 1.3 Assignment of Personnel. Contractor shall assign only competent personnel to perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Contractor shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons. 1.4 Time. Contractor shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Subsection 1.2 above and to satisfy Contractor's obligations hereunder. 1.5 Public Works Contractor Registration. Because the services described in Exhibit A constitute a public works within the definition of Section 1720(a)(1) and 1771 of the California Labor Code, Contractor is required to comply with the provisions of the California Labor Code applicable to public works, to the extent set forth in Exhibit C. 1.6 Public Works Contractor Registration. Contractor agrees, in accordance with Section 1771.1 of the California Labor Code, that Contractor or any subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 1 of 15 72 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Chapter 1 of Part 7 of Division 2 of the California Labor Code, unless currently registered and qualified to perform public work pursuant to California Labor Code section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to California Labor Code section 1725.5. Contractor agrees, in accordance with Section 1771.4 of the California Labor Code, that if the work under this Agreement qualifies as public work, it is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Section 2. COMPENSATION. City hereby agrees to pay Contractor, pursuant to the Compensation Schedule attached as Exhibit B, a sum not to exceed $454,860 notwithstanding any contrary indications that may be contained in Contractor's proposal, for services to be performed under this Agreement. In the event of a conflict between this Agreement and Contractor's proposal regarding the amount of compensation, the Agreement shall prevail. City shall pay Contractor for services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Contractor for services rendered pursuant to this Agreement. Contractor shall submit all invoices to City in the manner specified herein. Except as specifically authorized by City in writing, Contractor shall not bill City for duplicate services performed by more than one person. Contractor and City acknowledge and agree that compensation paid by City to Contractor under this Agreement is based upon Contractor's estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Contractor. Consequently, the Parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Contractor and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement. 2.1 Invoices. Contractor shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed prior to the invoice date. No individual performing work under this Agreement shall bill more than 2,000 hours in a fiscal year unless approved, in writing, by the City Manager or his/her designee. Invoices shall contain the following information: ■ Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.; ■ The beginning and ending dates of the billing period; ■ A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement, and the percentage of completion; ■ A copy of the applicable time entries or time sheets shall be submitted showing the following: Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 2 of 15 73 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F o Daily logs of total hours worked by each individual performing work under this Agreement o Hours must be logged in increments of tenths of an hour or quarter hour o If this Agreement covers multiple projects, all hours must also be logged by project assignment o A brief description of the work ■ The total number of hours of work performed under the Agreement by Contractor and each employee, agent, and subcontractor of Contractor performing services hereunder; ■ The Contractor's signature; ■ Contractor shall give separate notice to the City when the total number of hours worked by Contractor and any individual employee, agent, or subcontractor of Contractor reaches or exceeds 800 hours within a 12-month period under this Agreement and any other agreement between Contractor and City. Such notice shall include an estimate of the time necessary to complete work described in Exhibit A and the estimate of time necessary to complete work under any other agreement between Contractor and City, if applicable. 2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed. City shall have 30 days from the receipt of an invoice that complies with all of the requirements above to pay Contractor. 2.3 Final Payment. City shall pay the last 10% of the total sum due pursuant to this Agreement within 60 days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed. 2.4 Total Payment. City shall pay for the services to be rendered by Contractor pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Contractor in rendering services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement. In no event shall Contractor submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment. 2.5 Hourly Fees. Fees for work performed by Contractor on an hourly basis shall not exceed the amounts shown on the compensation schedule attached hereto as Exhibit B. 2.6 [Intentionally Deleted]. 2.7 Payment of Taxes. Contractor is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 3 of 15 74 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 2.8 Payment upon Termination. In the event that the City or Contractor terminates this Agreement pursuant to Section 8, the City shall compensate the Contractor for all outstanding costs incurred for work satisfactorily completed as of the date of written notice of termination. Contractor shall maintain adequate logs and timesheets to verify costs incurred to that date. 2.9 Authorization to Perform Services. The Contractor is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator. 2.10 [Intentionally Deleted]. Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Contractor shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Contractor only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein. Contractor shall make a written request to City to use facilities or equipment not otherwise listed herein. The Wave Aquatic Facility 3.1 Safety Requirements. In accordance with generally accepted construction practices and state law, Contractor shall be solely and completely responsible for conditions on the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Contractor shall take all necessary precautions and provide all necessary safeguards to prevent personal injury and property damage. Contractor shall provide protection for all persons including, but not limited to, its employees and employees of its subcontractors; members of the public; and employees, agents, and representatives of the City and regulatory agencies that may be on or about the work. The services of the City in conducting review and inspection of Contractor's performance is not intended to include review of the adequacy of Contractor's work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near any Contractor jobsite. All work and materials shall be in strict accordance with all applicable state, city, county, and federal rules, regulations and codes, with specific attention to the United States Department of Labor Occupational Health and Safety Administration (OSHA) requirements. Contractor shall be solely responsible for compliance with all city, county, and state explosive transport, storage, and blasting requirements and for any damages caused by such operations. Contractor is hereby informed that work on City property could be hazardous. Contractor shall carefully instruct all personnel working on City property that all conditions of the property are potentially hazardous work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 4 of 15 75 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F personnel and damage to property. Special care shall be exercised relative to work underground. In addition to complying with all other safety regulations, Contractor shall abide by any and all other City requirements contained in any specifications, special conditions or manuals, which shall be made available by City upon request. Contractor shall provide and maintain all necessary safety equipment such as fences, barriers, signs, lights, walkways, guards, and fire prevention and fire -fighting equipment and shall take such other action as is required to fulfill its obligations under this section. It is the intent of the City to provide a safe working environment under normal conditions. CONTRACTOR IS ADVISED THAT CITY'S OPERATIONS AND PROPERTY ARE INHERENTLY HAZARDOUS BECAUSE OF CONDITIONS SUCH AS CONFINED SPACES, POTENTIALLY EXPLOSIVE ATMOSPHERES, AND POSSIBLE EXPOSURE TO PATHOGENS. Contractor shall maintain all portions of the jobsite in a neat, clean, and sanitary condition at all times. If required by the City, toilets shall be furnished by Contractor where needed for use of its employees and their use shall be strictly enforced. Contractor shall not use the City's existing sanitary facilities, unless previously authorized by the City. Contractor shall keep adequate first aid facilities and supplies available and instruction in first aid for its employees shall be given. City reserves the right to require that Contractor bring onto the project or engage the services of a licensed safety engineer at any time during the term of this Agreement. If Contractor does not have a licensed safety engineer on staff, then City may require that Contractor engage a subcontractor or subconsultant as the project's safety engineer. Contractor shall bear all costs in connection with meeting the requirements of this section. Section 4. INSURANCE REQUIREMENTS. Before fully executing this Agreement, Contractor, at its own cost and expense, unless otherwise specified below, shall procure the types and amounts of insurance listed below against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Contractor and its agents, representatives, employees, and subcontractors. Consistent with the following provisions, Contractor shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects, and that such insurance is in effect prior to beginning work. Contractor shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Contractor's bid. Contractor shall not allow any subcontractor to commence work on any subcontract until Contractor has obtained all insurance required herein for the subcontractor(s) and provided evidence to City that such insurance is in effect. VERIFICATION OF THE REQUIRED INSURANCE SHALL BE SUBMITTED AND MADE PART OF THIS AGREEMENT PRIOR TO EXECUTION. Contractor shall maintain all required insurance listed herein for the duration of this Agreement. 4.1 Workers' Compensation. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 5 of 15 76 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 4.1.1 General Requirements. Contractor shall, at its sole cost and expense, maintain Statutory Workers' Compensation Insurance and Employer's Liability Insurance for any and all persons employed directly or indirectly by Contractor. The Statutory Workers' Compensation Insurance and Employer's Liability Insurance shall be provided with limits of not less than $1,000,000 per accident. In the alternative, Contractor may rely on a self- insurance program to meet these requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents, and subcontractors. 4.1.2 Submittal Requirements. To comply with Subsection 4.1, Contractor shall submit the following: a. Certificate of Workers' Compensation Insurance in the amounts specified in the section; and b. Waiver of Subrogation Endorsement as required by the section. 4.2 Commercial General and Automobile Liability Insurance. 4.2.1 General Requirements. Contractor, at its own cost and expense, shall maintain commercial general liability insurance for the term of this Agreement in an amount not less than $2,000,000 and automobile liability insurance for the term of this Agreement in an amount not less than $2,000,000 per occurrence, combined single limit coverage for risks associated with the work contemplated by this Agreement. If a Commercial General Liability Insurance or an Automobile Liability form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement, including without limitation, blanket contractual liability and the use of owned and non -owned automobiles. 4.2.2 Minimum Scope of Coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (most recent edition) covering comprehensive General Liability on an "occurrence" basis. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001, Code 1 (any auto). No endorsement shall be attached limiting the coverage. 4.2.3 Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy: Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 6 of 15 77 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F a. The Insurance shall cover on an occurrence or an accident basis, and not on a claims -made basis. b. City, its officers, officials, employees, and volunteers are to be covered as additional insureds as respects: liability arising out of work or operations performed by or on behalf of the Contractor; or automobiles owned, leased, hired, or borrowed by the Contractor. c. Contractor hereby agrees to waive subrogation which any insurer or contractor may require from vendor by virtue of the payment of any loss. Contractor agrees to obtain any endorsements that may be necessary to affect this waiver of subrogation. d. For any claims related to this Agreement or the work hereunder, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. 4.2.4 Submittal Requirements. To comply with Subsection 4.2, Contractor shall submit the following: a. Certificate of Liability Insurance in the amounts specified in the section; b. Additional Insured Endorsement as required by the section; c. Waiver of Subrogation Endorsement as required by the section; and d. Primary Insurance Endorsement as required by the section. 4.3 All Policies Requirements. 4.3.1 Acceptability of Insurers. All insurance required by this section is to be placed with insurers with a Bests' rating of no less than A:VII. 4.3.2 Verification of Coverage. Prior to beginning any work under this Agreement, Contractor shall furnish City with complete copies of all Certificates of Liability Insurance delivered to Contractor by the insurer, including complete copies of all endorsements attached to the policies. All copies of Certificates of Liability Insurance and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. If the City does not receive the required insurance documents prior to the Contractor beginning work, it shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete copies of all required insurance policies at any time. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 7of15 78 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 4.3.3 Deductibles and Self -Insured Retentions. Contractor shall disclose to and obtain the written approval of City for the self -insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self -insured retentions as respects the City, its officers, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses. 4.3.4 Wasting Policies. No policy required by this Section 4 shall include a "wasting" policy limit (i.e. limit that is eroded by the cost of defense). 4.3.5 Endorsement Requirements. Each insurance policy required by Section 4 shall be endorsed to state that coverage shall not be canceled by either party, except after 30 days' prior written notice has been provided to the City. 4.3.6 Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 4.4 Remedies. In addition to any other remedies City may have if Contractor fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Contractor's breach: ■ Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement; ■ Order Contractor to stop work under this Agreement or withhold any payment that becomes due to Contractor hereunder, or both stop work and withhold any payment, until Contractor demonstrates compliance with the requirements hereof; and/or ■ Terminate this Agreement. Section 5. INDEMNIFICATION AND CONTRACTOR'S RESPONSIBILITIES. Contractor shall indemnify, defend with counsel acceptable to City, and hold harmless City and its officers, officials, employees, agents and volunteers from and against any and all liability, loss, damage, claims, expenses, and costs (including without limitation, attorney's fees and costs and fees of litigation) (collectively, "Liability") of every nature arising out of or in connection with Contractor's performance of the Services or its failure to comply with any of its obligations contained in this Agreement, except such Liability caused by the sole negligence or willful misconduct of City. The Contractor's obligation to defend and indemnify shall not be excused because of the Contractor's inability to evaluate Liability or because the Contractor evaluates Liability and determines that the Contractor is not liable to the claimant. The Contractor must respond within 30 days, to the tender of any Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 8 of 15 79 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F claim for defense and indemnity by the City, unless this time has been extended by the City. If the Contractor fails to accept or reject a tender of defense and indemnity within 30 days, in addition to any other remedy authorized by law, so much of the money due the Contractor under and by virtue of this Agreement as shall reasonably be considered necessary by the City, may be retained by the City until disposition has been made of the claim or suit for damages, or until the Contractor accepts or rejects the tender of defense, whichever occurs first. Notwithstanding the forgoing, to the extent this Agreement is a "construction contract" as defined by California Civil Code Section 2782, as may be amended from time to time, such duties of Contractor to indemnify shall not apply when to do so would be prohibited by California Civil Code Section 2782. In the event that Contractor or any employee, agent, or subcontractor of Contractor providing services under this Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of City, Contractor shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Contractor or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City. Section 6. STATUS OF CONTRACTOR. 6.1 Independent Contractor. At all times during the term of this Agreement, Contractor shall be an independent contractor and shall not be an employee of City. This Agreement shall not be construed as an agreement for employment. City shall have the right to control Contractor only insofar as the results of Contractor's services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.3; however, otherwise City shall not have the right to control the means by which Contractor accomplishes services rendered pursuant to this Agreement. Contractor further acknowledges that Contractor performs Services outside the usual course of the City's business; and is customarily engaged in an independently established trade, occupation, or business of the same nature as the Contractor performs for the City, and has the option to perform such work for other entities. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Contractor and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits. 6.2 Contractor Not an Agent. Except as City may specify in writing, Contractor shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Contractor shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. Section 7. LEGAL REQUIREMENTS. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 9 of 15 80 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 7.1 Governing Law. The laws of the State of California shall govern this Agreement. 7.2 Compliance with Applicable Laws. Contractor and any subcontractors shall comply with all laws applicable to the performance of the work hereunder. 7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Contractor and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program. 7.4 Licenses and Permits. Contractor represents and warrants to City that Contractor and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Contractor represents and warrants to City that Contractor and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Contractor and any subcontractors shall obtain and maintain during the term of this Agreement valid Business Licenses from City. 7.5 Nondiscrimination and Equal Opportunity. Contractor shall not discriminate, on the basis of a person's race, sex, gender, religion (including religious dress and grooming practices), national origin, ancestry, physical or mental disability, medical condition (including cancer and genetic characteristics), marital status, age, sexual orientation, color, creed, pregnancy, genetic information, gender identity or expression, political affiliation or belief, military/veteran status, or any other classification protected by applicable local, state, or federal laws (each a "Protected Characteristic"), against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Contractor under this Agreement. Contractor shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator or this Agreement. Section 8. TERMINATION AND MODIFICATION. 8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Contractor. Contractor may cancel this Agreement upon 30 days' written notice to City and shall include in such notice the reasons for cancellation. In the event of termination, Contractor shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Contractor delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Contractor or prepared by or for Contractor or the City in connection with this Agreement. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 10 of 15 81 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 8.2 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Contractor understands and agrees that, if City grants such an extension, City shall have no obligation to provide Contractor with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Contractor for any otherwise expenses incurred during the extension period. 8.3 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties. 8.4 Assignment and Subcontracting. City and Contractor recognize and agree that this Agreement contemplates personal performance by Contractor and is based upon a determination of Contractor's unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Contractor. Contractor may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Contractor shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator. 8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Contractor shall survive the termination of this Agreement. 8.6 Options upon Breach by Contractor. If Contractor materially breaches any of the terms of this Agreement, City's remedies shall include, but not be limited to, the following: 8.6.1 Immediately terminate the Agreement; 8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Contractor pursuant to this Agreement; 8.6.3 Retain a different contractor to complete the work described in Exhibit A not finished by Contractor; or 8.6.4 Charge Contractor the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Contractor pursuant to Section 2 if Contractor had completed the work. Section 9. KEEPING AND STATUS OF RECORDS. 9.1 Records Created as Part of Contractor's Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Contractor prepares or obtains pursuant to this Agreement and that relate to the matters Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 11 of 15 82 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F covered hereunder shall be the property of the City. Contractor hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Contractor agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both Parties. 9.2 Contractor's Books and Records. Contractor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of 3 years, or for any longer period required by law, from the date of final payment to the Contractor to this Agreement. 9.3 Inspection and Audit of Records. Any records or documents that Subsection 9.2 of this Agreement requires Contractor to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds $10,000.00, the Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, fora period of 3 years after final payment under the Agreement. Section 10. MISCELLANEOUS PROVISIONS. 10.1 Attorneys' Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees in addition to any other relief to which that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose. 10.2 Venue. In the event that either party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Alameda or in the United States District Court for the Northern District of California. 10.3 Severabilitv. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement. 10.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 12 of 15 83 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F 10.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties. 10.6 Conflict of Interest. Contractor may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Contractor in a "conflict of interest," as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq. Contractor shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Section 1090 et seq. Contractor hereby warrants that it is not now, nor has it been in the previous 12 months, an employee, agent, appointee, or official of the City. If Contractor was an employee, agent, appointee, or official of the City in the previous 12 months, Contractor warrants that it did not participate in any manner in the forming of this Agreement. Contractor understands that, if this Agreement is made in violation of California Government Code Section 1090 et seq. , the entire Agreement is void and Contractor will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Contractor will be required to reimburse the City for any sums paid to the Contractor. Contractor understands that, in addition to the foregoing, it may be subject to criminal prosecution fora violation of California Government Code Section 1090 et seq., and, if applicable, will be disqualified from holding public office in the State of California. 10.7 Solicitation. Contractor agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials. 10.8 Contract Administration. This Agreement shall be administered by the City Manager ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee. 10.9 Notices. Any written notice to Contractor shall be sent to: Jordan Bakeman 4342 Old M51 Croswell, MI 48422 Any written notice to City shall be sent to: City of Dublin Attn: Dustin Stene 100 Civic Plaza Dublin, CA 94568 10.10 Integration. This Agreement, including the scope of work attached hereto and incorporated herein as Exhibits A, B, and C represents the entire and integrated agreement between City and Contractor and supersedes all prior negotiations, representations, or agreements, either written or oral. Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 13 of 15 84 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F Exhibit A Exhibit B Exhibit C Scope of Services Compensation Schedule California Labor Code Section 1720 Information 10.11 Counterparts and Electronic Signatures. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement. Counterparts delivered and/or signatures executed by City -approved electronic or digital means shall have the same force and effect as the use of a manual signature. Both Parties desire this Agreement to be electronically signed in accordance with applicable federal and California law. Either Party may revoke its agreement to use electronic signatures at any time by giving notice to the other Party. 10.12 Certification per Iran Contracting Act of 2010. In the event that this contract is for one million dollars ($1,000,000.00) or more, by Contractor's signature below Contractor certifies that Contractor, and any parent entities, subsidiaries, successors or subunits of Contractor are not identified on a list created pursuant to subdivision (b) of Section 2203 of the California Public Contract Code as a person engaging in investment activities in Iran as described in subdivision (a) of Section 2202.5, or as a person described in subdivision (b) of Section 2202.5 of the California Public Contract Code, as applicable. SIGNATURES ON FOLLOWING PAGE Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 14 of 15 85 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745E1 D498E5F The Parties have executed this Agreement as of the Effective Date. The persons whose signatures appear below certify that they are authorized to sign on behalf of the respective Party. CITY OF DUBLIN Slide Guys Restoration Inc. DocuSigned by: oi� Egg gF Linda Smith, City Manager Jordan Bakeman, Owner Attest: Marsha Moore, City Clerk Approved as to Form: John Bakker, City Attorney Contractor's DIR Registration Number (if applicable) Services Agreement between City of Dublin and Slide Guys Restoration, Inc. January 10, 2023 Page 15 of 15 86 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F EXHIBIT A SCOPE OF SERVICES WATERSLIDE TOWER This biannual service requires inspection and preparation/repair of all waterslides prior to the California Occupational and Health Administration (OSHA) inspection that occurs annually each April and again after the conclusion of the water park season each of October. Contractors should be prepared to inspect the slides and structures for any damages or ware, and prepare slides for both the waterpark season opening and winter closure. 1. Preseason inspection and service must be completed by April 1 of each year. 2. Post season inspection and service must be completed by October 31 of each year. To properly inspect, maintain and repair (if necessary) the two speed slides. Repelling will be required. To complete the repelling requirement, contractors must be emergency rope access certified and provide the certification to the City prior to performance of the project. Documentation for all repairs, including who made the repairs and the date, along with the scope of work should be submitted within five business days of repair. 3. Description a. Four Waterslides i. Slide A (Riptide Rider) — 251 ft ii. Slide B (Golden Wave) —199 ft iii. Slide C (Mt. Diablue) — 245 ft iv. Slide D (Shamrock Swirl) — 71 ft b. Two Speed Slides (repelling work required) i. Slide E (Dublin Screamer Speed Slide) —176 ft ii. Slide F (Emerald Plunge Speed Slide)— 154 ft c. Six Slide Runouts 4. Waterslide Maintenance Services a. Wax and inspect waterslides two times annually using "Stay Sealed" high gloss water slide protectantlsealantlwax to the complete surface of slide interior. i. Pre -season wax to be completed by April 1 of each year ii. End of season wax to be completed by October 31 of each year iii. Hand polish all slides as needed iv. High-pressure water wash (up to 4,000 p.s.i.) using biodegradable degreasing 1. Agent and steam/hot water blast where necessary, to remove any grease, oil, loose paint, dirt and oxidation. Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit A — Page 1 of 3 87 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F b. Repair any joint caulking c. Repair chip or cracking in gel coat d. Repair any separating seams or seams with "rise" or "run" i. Perform Semi -Annual and Annual Inspections according to WhiteWater Manual. 1. Semi -Annual Inspection to be completed by October 31 after waterpark operation concludes and an Annual Inspection including completed repairs to be finished by April 1, before waterpark operation begins. 2. The inspection checklist must be submitted within five business days after the inspection. This should include the date and names of inspectors, as well as their signatures signing off on the completed inspection. 3. Submit repair estimates for anything that needs to be repaired and returned to manufacturer standards. 4. Check all joint and provide an estimate for repairs of joints with partial, missing, or cracked caulking. 5. Check operation of interior nozzles for Slide D (Shamrock Swirl). 6. Other preventative maintenance including inspection of fiberglass for cracking, joint separation, or other concerns as related 7. Replace annual parts as indicated by WhiteWater on the Dublin Screamer drop slide (Slide E) 8. Send roller bar out for DPT testing per ASTM E147/E1417M 9. Replace filter cartridge (part 380188) 10. Replace 4 solenoid valves (part 342044) 11. Replace both bumpers (part 334849) 12. Replace rollers 2 (part 379987) and set screws 4 (part 379833) 13. Inspect drop slide air compressor and provide an estimate for repairs if needed Aquatic Play Structure (Splash Zone) Includes a WhiteWater Aqua Play structure and a variety of interactive play features. To properly inspect, maintain and repair the two children's waterslides with independent runouts. Documentation for all repairs that includes who made the repairs and the date, along with the scope of work should be submitted within five business days of repair. 1. Preseason service must be completed by the following dates April 1 of each year 2. Post season service must be completed by the following dates October 31 of each year 3. Description a. Two Aqua Play Slides Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit A — Page 2 of 3 88 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F i. Slide G Tandem Slide —14 ft ii. Slide H Child's Tub Slide — 36 ft b. Two independent runouts 4. Services a. Wax waterslides two times annually using high gloss water slide protectant/sealant/wax to the complete surface of slide interior. i. Pre -season wax to be completed by April 1, each year ii. End of season wax to be completed by October 31, each year iii. Hand polish both slides as needed iv. High-pressure water wash (up to 4,000 p.s.i.) using biodegradable degreasing 1. Agent and steam/hot water blast where necessary, in order to remove any grease, oil, loose paint, dirt and oxidation. v. Perform Semi -Annual and Annual Inspections according to WhiteWater Manual. 1. Semi -Annual Inspection to be completed by October 31 after waterpark operation concludes and the Annual Inspection to be completed by April 1, before waterpark operation begins. 2. The inspection checklist must be submitted within five business days after the inspection. This should include the date and names of inspectors, as well as their signatures signing off on the completed inspection. 3. Submit repair estimates for anything that needs to be repaired and returned to manufacturer standards. 4. Check all joint caulking and provide an estimate for repairs of joints with partial, missing, or cracked caulking. 5. Other preventative maintenance including inspection of fiberglass for cracking, joint separation, or other concerns as related b. Repair any joint caulking c. Repair chip or cracking in gel coat d. Repair any separating seams or seams with "rise" or "run" Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit A — Page 3 of 3 89 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F EXHIBIT B COMPENSATION SCHEDULE Biannual Slide Maintenance Cost Fall Maintenance Service $63,175.00 Spring Maintenance Service $63,175.00 Contingency $25,270.00 $151,620 per year Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit B — Page 1 of 1 90 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F EXHIBIT C PROVISIONS REQUIRED FOR PUBLIC WORKS CONTRACTS PURSUANT TO CALIFORNIA LABOR CODE SECTION 1720 ETSEQ. HOURS OF WORK: A. In accordance with California Labor Code Section 1810, 8 hours of labor in performance of the services described in Exhibit A shall constitute a legal day's work under this contract. B. In accordance with California Labor Code Section 1811, the time of service of any worker employed in performance of the services described in Exhibit A is limited to 8 hours during any one calendar day, and 40 hours during any one calendar week, except in accordance with California Labor Code Section 1815, which provides that work in excess of 8 hours during any one calendar day and 40 hours during any one calendar week is permitted upon compensation for all hours worked in excess of 8 hours during any one calendar day and 40 hours during any one calendar week at not less than one -and -one-half times the basic rate of pay. C. The Contractor and its subcontractors shall forfeit as a penalty to the City $25 for each worker employed in the performance of the services described in Exhibit A for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day, or more than 40 hours in any one calendar week, in violation of the provisions of California Labor Code Section 1810 and following. WAGES: A. In accordance with California Labor Code Section 1773.2, the City has determined the general prevailing wages in the locality in which the services described in Exhibit A are to be performed for each craft or type of work needed to be as published by the State of California Department of Industrial Relations, Division of Labor Statistics and Research, a copy of which is on file in the City Public Works Office and shall be made available on request. The Contractor and subcontractors engaged in the performance of the services described in Exhibit A shall pay no less than these rates to all persons engaged in performance of the services or work. B. In accordance with California Labor Code Section 1775, the Contractor and any subcontractors engaged in performance of the services described in Exhibit A shall comply with California Labor Code Section 1775, which establishes penalties per day for each worker engaged in the performance of the services described in Exhibit A that the Contractor or any subcontractor pays less than the specified prevailing wage. The amount of such penalty shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting applicable prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of their obligations under the California Labor Code. The Contractor or subcontractor shall pay the Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit C— Page 1 of 3 91 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate. If a subcontractor worker engaged in performance of the services described in Exhibit A is not paid the general prevailing per diem wages by the subcontractor, the Contractor is not liable for any penalties therefore unless the Contractor had knowledge of that failure or unless the Contractor fails to comply with all of the following requirements: 1. The contract executed between the Contractor and the subcontractor for the performance of part of the services described in Exhibit A shall include a copy of the provisions of California Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815. 2. The Contractor shall monitor payment of the specified general prevailing rate of per diem wages by the subcontractor by periodic review of the subcontractor's certified payroll records. 3. Upon becoming aware of a subcontractor's failure to pay the specified prevailing rate of wages, the Contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for performance of the services described in Exhibit A. 4. Prior to making final payment to the subcontractor, the Contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages for employees engaged in the performance of the services described in Exhibit A and any amounts due pursuant to California Labor Code Section 1813. C. In accordance with California Labor Code Section 1776, the Contractor and each subcontractor engaged in performance of the services described in Exhibit A shall keep accurate payroll records showing the name, address, social security number, work, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in performance of the services described in Exhibit A. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: 1. The information contained in the payroll record is true and correct. 2. The employer has complied with the requirements of California Labor Code Sections 1771, 1811, and 1815 for any work performed by the employer's employees on the public works project. The payroll records required pursuant to California Labor Code Section 1776 shall be certified and sent directly to the Labor Commissioner, and available for inspection by the Owner and its authorized representatives, the Division of Labor Standards Enforcement, the Division of Apprenticeship Standards of the Department of Industrial Relations and shall otherwise be available for inspection in accordance with California Labor Code Section 1776. Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit C — Page 2 of 3 92 DocuSign Envelope ID: 889CDD67-A2AD-4D56-8A41-745El D498 E5F D. In accordance with California Labor Code Section 1777.5, the Contractor, on behalf of the Contractor and any subcontractors engaged in performance of the services described in Exhibit A, shall be responsible for ensuring compliance with California Labor Code Section 1777.5 governing employment and payment of apprentices on public works contracts. E. In case it becomes necessary for the Contractor or any subcontractor engaged in performance of the services described in Exhibit A to employ for the services described in Exhibit A any person in a trade or occupation (except executive, supervisory, administrative, clerical, or other non manual workers as such) for which no minimum wage rate has been determined by the Director of the Department of Industrial Relations, the Contractor or subcontractor shall pay the minimum rate of wages specified therein for the classification which most nearly corresponds to services described in Exhibit A to be performed by that person. The minimum rate thus furnished shall be applicable as a minimum for such trade or occupation from the time of the initial employment of the person affected and during the continuance of such employment. Services Agreement between January 10, 2023 City of Dublin and Slide Guys Restoration, Inc. Exhibit C — Page 3 of 3 93 Attachment - 3 sLID CJUYS REST( 1R.Vi icrti LNC. BIANNUALMAINTNENANCE PROPOSAL November 28, 2022 City of Dublin — Waterslide Maintenance Dustin Stene, Recreation Supervisor Dustin.stene@dublin SUBJECT: BI-ANNUAL WATERSLIDE MAINTENANCE FOR CITY OF DUBLIN'S RFB. Slide Guys Restoration would like to participate in the City of Dublin bi-annual waterslide maintenance. Bid reads as follows - "WATERSLIDE TOWER This biannual service requires inspection and preparation/repair of all waterslides prior to the California Occupational and Health Administration (OSHA) inspection that occurs annually each April and again after the conclusion of the water park season each of October. Contractors should be prepared to inspect the slides and structures for any damages or ware and prepare slides for both the waterpark season opening and winter closure". 1. Preseason inspection and service must be completed by April 1 of each year. 2. Post season inspection and service must be completed by October 31 of each year. Repelling will be required. To complete the repelling requirement, contractors must be emergency rope access certified and provide the certification to the city prior to performance of the project Repair any joint caulking Repair chip or cracking in gel coat Repair any separating seams or seams with "rise" or "run" e. Repair safety netting as require Repair safety netting as needed Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 94 Bi-Annual Maintenance Pricing Please note: All ENCLOSED sections on all slides will be waxed but EXCLUDES 4 phase polish & Buff. All open sections will be polished, buffed, & waxed. ITEM: Slide A (Riptide Rider) Notes: RAL — 251' Work Description: 4 Phase Polish and wax — Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $11,295.00 ITEM: Slide B (Golden Wave) Notes: RAL - 199' Work Description: 4 Phase Polish and wax — Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $8,955.00 ITEM: Slide C (Mt Diablue) Notes: RAL — 245' Work Description: 4 Phase Polish and wax — Entire open sections — EXCLUDING Bowl • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $11,025.00 ITEM: Slide D (Shamrock Swirl) Notes: RAL — 71' Work Description: 4 Phase Polish and wax — Entire open sections Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 95 • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $2,130.00 ITEM: Slide E (Dublin Screamer Speed Slide) Notes: RAL 176' (Repelling work required) Enclosed w/runout Work Description: 4 Phase Polish and wax — Entire open sections — EXCLUDING BOWL (Bowl will get waxed not buffed) • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $7,920.00 ITEM: Slide F (Emerald Plunge Speed Slide) Notes: RAL— 154' (Repelling work required) Work Description: 4 Phase Polish and wax — Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $6,930.00 Aquatic Play Structure (Splash Zone) ITEM: Slide G (Tandem Slide) Notes: RAL — 14' Work Description: 4 Phase Polish and wax — Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 96 • Caulk seams with 3M-4000 as needed Amount $2000.00 ITEM: Slide H (Children's Tub Slide) Notes: RAL — 36' Work Description: 4 Phase Polish and wax — Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $1,620.00 ITEM: 2 Independent Runouts Notes: RAL — Work Description: 4 Phase Polish and wax- Entire open sections • Remove oxidation and scale build up (High-pressure wash 4,000 psi with biodegradable degreasing agent and hot water blast as per SSPCSP1 Standard) • Polish & Wax slide (Hand wax if necessary) • Refurbish any minor chips • Fully inspect exterior hardware • Caulk seams with 3M-4000 as needed Amount $1,300.00 *We recommend Marine Grade 3M-4000 for superior caulk. ** This bid includes repair of any separating seams or seams with "rise" or "run" ***Documentation for all repairs, that includes who made the repairs and the date, along with the scope of work will be submitted within five business days of repair TOTAL PROJECT COST — $63,175.00 Spring / 63,175.00 Fall ($10,000.00 is allotted for prevailing wage) ESTIMATED TIME VALUE OF PROJECT — 7 to 10 DAYS — WEATHER PERMITTING — Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 97 PREMIUM PRODUCTS WE USE Ashland Gel-Kote /Premium grade Vinyl Ester blend grade filler / 3M-4000 marine grade caulk / Epoxy Vinyl Ester Resin / Amerlock Clear Primer / PSX-700 Polysiloxane paint (marine grade) / Fiberglass — 1.5 oz. chop Mat & Biaxial 1088 /Acetone / 3M Super Duty Compound Gel coat is referred to the interior coating on fiberglass slides and is the only coating to be used to protect the underlying fiberglass, per the manufacture. White gel is recommended for more of a maintenance free, because white gel looks cleaner even when light oxidation is present. Paint is only applied to the exterior of slides. A commercial marine grade paint is the only coating suitable for a slides exterior coating per manufacturer's recommendations. Oxidation should be removed annually with a professional maintenance plan. Oxidation build up results in drag for riders and acts like sandpaper, scuffing mills of gel off slide when riders go down the slide. Thinning gel is when mils are removed slowly over time with regular usage of slide, chemicals, weather, oxidation, and annual polish & buff. A slide that has the proper mils of gel coat applied (18-24m1s) should last 8 to 10 years, if maintained properly. Failed coatings Gel or paint— The coating lift, bubbles, peels. This may result from Incorrect product used, not mixed/applied properly, unsuitable weather conditions during application, or coating was not applied according to industry standards. Solution: Re -gel or repaint with Amerlock primer. Failed coatings compromise the fiberglass. Only use Vinyl Ester Blend Grade Filler will be used for repairs. Polish & Wax is a cosmetic refurbish. Structural refurbish is defined as an obvious threat to the guests. Unless otherwise specified, in the work description above, structural refurbishment is not included in the proposal nor price. If Structural refurbishment is required and is not noted on the proposal to repair/refurbish, a change order will be required to include the refurbishment / repair. Please note that large amounts of dust will be created from the project that we have no control over. We do a thorough power wash afterwards, removing any dust caused by sanding, to restore cleanliness to the facility. *Caulked seams are not a guarantee to stop them from leaking and are not under warranty. Slides that require an additional coat of paint will be charged an additional 50% of first cote price due to time/materials/extra process to ensure premium quality outcome. Slide Guys Restoration reserves the right to have adequate access to the project area in order to complete the project as efficiently as Slide Guys Restoration deems necessary. This may require, but not limited, to working 8 hours per day/5 days a week. The park is responsible for providing an adequate water source, electrical power (multiple circuits will be needed), restroom facilities. Payment due upon completion of project, Wire transfer or via mail to 4342 Old M51, Croswell, MI 48422. Accounts 30 days past due are subject to a 5% late. Warranty: If for any reason your paint, Gel coat, or structural refurbishment does peels, lifts, bubbles, flakes off or come apart (de -laminating) and you are within your warranty period, we will come out within 30 days to correct the issue. Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 98 • 5-year warranty on the paint for adhesion on waterslides • 1-year warranty on paint for adhesion on columns and kiddy structures • 5-year warranty on the structural fiberglass refurbish not to delaminate • 2-year warranty on the Gel Kote. Extend warranty to 5-year with yearly maintenance plan We, at Slide Guys Restoration, are committed to quality and customer satisfaction. We have serviced some of the largest water parks in North America and are looking forward to putting our experience to work for you. Please feel free to call our office at 833-234-9255 or my cell at 586.909.2001 if you have any questions. Thank you for your time and consideration. Confidentiality Agreement The information in this document is confidential to whom it is addressed and should not be disclosed to another person. It may not be reproduced neither whole, in part, nor may any of the information contained therein be disclosed without the prior written consent of the directors of Slide Guys Restoration. Sincerely, Jordan Bakeman Customer Relations/Co-Owner Jordan@slideguysrestoration.com 0: 833.234.9255 C: 586.909.2001 www.slideguysrestoration.com Slide Guys Restoration, Inc. , 4342 Old M51, Croswell, MI 48422, 833.234.9255, www.slideguysrestoration.com 99 Attachment - 4 0 t= DUBLIN CALIFORNIA REQUEST FOR PROPOSALS Water Slide Maintenance City of Dublin Proposals must be received by: November 7th, 2022, before 4:00 pm Dustin Stene, Recreation Supervisor Dustin.Stene@dublin.ca.gov Proposals will be evaluated on the following: a) qualifications and specific experience of key project team members., b) quality and completeness of the proposal, c) experience with engagement of similar scope and complexity d), satisfaction of previous clients e) cost of providing the contractor services for this project. 04 DUBLIN 100 Request for Proposal For Waterslide Maintenance Overview The City of Dublin is requesting proposals for waterslide maintenance services for the award winning, 31,000 square -foot Wave Aquatic Center located at Emerald Glen Park in Dublin, California. The boardwalk-themed waterpark includes a six-waterslide tower featuring two speed slides, and an aquatic play structure (splash zone). The maintenance services requested include biannual maintenance, inspections and as -needed services for the contract period beginning January 1, 2023, through December 31, 2025 with option of two, one-year extensions. Project Description The Wave waterslide amenities include: 1. A waterslide tower featuring 6 waterslides, including two speed slides and five runouts. 2. An aquatic play structure (splash zone) including two children's waterslides with independent runouts and multiple spray features. The City is seeking proposals from qualified waterslide maintenance providers interested in handling the regular ongoing waterslide maintenance as follows: WATERSLIDE TOWER This biannual service requires inspection and preparation/repair of all waterslides prior to the California Occupational and Health Administration (OSHA) inspection that occurs annually each April and again after the conclusion of the water park season each of October. Contractors should be prepared to inspect the slides and structures for any damages or ware, and prepare slides for both the waterpark season opening and winter closure. 1. Preseason inspection and service must be completed by April 1 of each year. 2. Post season inspection and service must be completed by October 31 of each year. To properly inspect, maintain and repair (if necessary) the two speed slides. Repelling will be required. To complete the repelling requirement, contractors must be emergency rope access certified and provide the certification to the City prior to performance of the project. Documentation for all repairs, including who made the repairs and the date, along with the scope of work should be submitted within five business days of repair. 3. Description a. Four Waterslides i. Slide A (Riptide Rider) — 251 ft ii. Slide B (Golden Wave) — 199 ft iii. Slide C (Mt. Diablue) — 245 ft 101 iv. Slide D (Shamrock Swirl) — 71 ft b. Two Speed Slides (repelling work required) i. Slide E (Dublin Screamer Speed Slide) —176 ft ii. Slide F (Emerald Plunge Speed Slide)— 154 ft c. Six Slide Runouts 4. Waterslide Maintenance Services a. Wax and inspect waterslides two times annually using "Stay Sealed" high gloss water slide protectant/sealant/wax to the complete surface of slide interior. i. Pre -season wax to be completed by April 1 of each year ii. End of season wax to be completed by October 31 of each year iii. Hand polish all slides as needed iv. High-pressure water wash (up to 4,000 p.s.i.) using biodegradable degreasing 1. Agent and steam/hot water blast where necessary, to remove any grease, oil, loose paint, dirt and oxidation. b. Repair any joint caulking c. Repair chip or cracking in gel coat d. Repair any separating seams or seams with "rise" or "run" i. Perform Semi -Annual and Annual Inspections according to WhiteWater Manual. 1. Semi -Annual Inspection to be completed by October 31 after waterpark operation concludes and an Annual Inspection including completed repairs to be finished by April 1, before waterpark operation begins. 2. The inspection checklist must be submitted within five business days after the inspection. This should include the date and names of inspectors, as well as their signatures signing off on the completed inspection. 3. Submit repair estimates for anything that needs to be repaired and returned to manufacturer standards. 4. Check all joint caulking (Silkaflex la construction sealant by Silka needed) and provide an estimate for repairs of joints with partial, missing, or cracked caulking. 5. Check operation of interior nozzles for Slide D (Shamrock Swirl). 6. Other preventative maintenance including inspection of fiberglass for cracking, joint separation, or other concerns as related 7. Replace annual parts as indicated by WhiteWater on the Dublin Screamer drop slide (Slide E) 8. Send roller bar out for DPT testing per ASTM E147/E1417M 9. Replace filter cartridge (part 380188) 10. Replace 4 solenoid valves (part 342044) 11. Replace both bumpers (part 334849) 12. Replace rollers 2 (part 379987) and set screws 4 (part 379833) 13. Inspect drop slide air compressor and provide an estimate for repairs if needed 102 Aquatic Play Structure (Splash Zone) Includes a WhiteWater Aqua Play structure and a variety of interactive play features. To properly inspect, maintain and repair the two children's waterslides with independent runouts. Documentation for all repairs that includes who made the repairs and the date, along with the scope of work should be submitted within five business days of repair. 1. Preseason service must be completed by the following dates April 1 of each year 2. Post season service must be completed by the following dates October 31 of each year 3. Description a. Two Aqua Play Slides i. Slide G Tandem Slide — 14 ft ii. Slide H Child's Tub Slide — 36 ft b. Two independent runouts 4. Services a. Wax waterslides two times annually using "Stay Sealed" high gloss water slide protectant/sealant/wax to the complete surface of slide interior. i. Pre -season wax to be completed by April leach year ii. End of season wax to be completed by October 31, each year iii. Hand polish both slides as needed iv. High-pressure water wash (up to 4,000 p.s.i.) using biodegradable degreasing 1. Agent and steam/hot water blast where necessary, in order to remove any grease, oil, loose paint, dirt and oxidation. v. Perform Semi -Annual and Annual Inspections according to WhiteWater Manual. 1. Semi -Annual Inspection to be completed by October 31 after waterpark operation concludes and the Annual Inspection to be completed by April 1, before waterpark operation begins. 2. The inspection checklist must be submitted within five business days after the inspection. This should include the date and names of inspectors, as well as their signatures signing off on the completed inspection. 3. Submit repair estimates for anything that needs to be repaired and returned to manufacturer standards. 4. Check all joint caulking (Silkaflex la construction sealant by Silka needed) and provide an estimate for repairs of joints with partial, missing, or cracked caulking. 5. Other preventative maintenance including inspection of fiberglass for cracking, joint separation, or other concerns as related b. Repair any joint caulking c. Repair chip or cracking in gel coat d. Repair any separating seams or seams with "rise" or "run" e. Repair safety netting as required Process and General Conditions 103 1. Proposers shall submit one electronic copy by emailed PDF attachment only. Do not submit via Cloud -based systems or link. Each submission shall be sent to Dustin Stene at Dustin.Stene@dublin.ca.gov with the following subject line: Submittal for RFP for Waterslide Maintenance. 2. Deadline for submitting the proposal is Monday, November 7th, at 4:00 p.m. 3. The City will not pay for any costs incurred in preparation and submission of the proposals or in anticipation of a contract. Schedule for RFP Process October 19th, 2022 Request for Proposals released. November 1st, 2022 Deadline to submit questions to City of Dublin November 4t'', 2022 Addendum posted, if required November 7th, 2022 Proposals are due no later than 4:00 PM on November 7th, 2022, emailed as PDF attachment only December 6t", 2022 Contractor Services Agreement scheduled for approval by the Dublin City Council. (Tentative dates, subject to change) RFP Submittal Requirements Please prepare and organize your Statement of Qualification based on the requirements provided below. Any other information you would like to include should be placed in a separated section at the back of your Statement of Qualification. Please note however that the RFP submittal is limited to 30 pages maximum single sided (excluding resumes), and should be submitted in an 8 t/2 x 11 format, in 12-point font. Page limit excludes a table of contents and resumes for Consultant's team. Interested contractors are requested to submit one PDF electronic copy of their Proposal as follows: 1. Enclose a cover letter not to exceed one page, describing the contractor's interest and commitment to perform work necessary to provide pool maintenance services. The person authorized by the contractor to negotiate a contract with the City of Dublin shall sign the cover letter. Please include this cover letter within document and not as a separate page. 2. State the qualifications and experience of the contractor/individual(s). Please emphasize the specific qualifications and experience with engagements of similar scope and complexity. 104 3. Provide at least three references (names and current phone numbers) from recent work (previous five years) similar to the services outlined in this request for proposals. Please include a brief description of the work performed and the role performed. 4. List key staff members, including identification of the Project Manager/primary point -of - contact. Include each team member's availability, including all existing committed hours, and the ability of being able to perform services. 5. Provide an approach to performing the work, showing the flow of various tasks and demonstrating the clear understanding of the requested work. 6. Present BID form (Attachment B) proposed project budget, to include a compensation rate schedule for services. 7. Provide confirmation of ability to meet the City's Standard Contractor Agreement and insurance requirements. Exceptions to the Agreement and insurance requirements shall be specifically noted in the Proposal. Please provide electronic PDF copies of your Proposal to City offices no later than November 7th, 2022, by 4:00 p.m. The entire Proposal (excluding resumes) should be a maximum of 30 pages. Submittals should be addressed to Dustin Stene via e-mail at: dustin.stene@dublin.ca.gov Any Proposal submitted after the stated deadline will not be accepted for consideration. Standard Contractor Services Agreement: It is anticipated that the services covered by the Agreement resulting from this solicitation will be performed on a time and materials fee basis for a specified scope of work. The term of the agreement will begin January 1st, 2023. A sample of the City's Standard Contractor Services Agreement (Agreement), including insurance requirements, is provided as Attachment A. If the interested contractor desires to take exception to the Agreement and/or insurance requirements, the interested contractor shall clearly identify proposed changes to the Agreement and furnish the reason for these changes, which shall be included in the qualification. Exceptions will be taken into consideration in evaluating Proposals. Otherwise, the interested contractor is to state in the proposal that the Agreement and insurance requirements are acceptable. Consideration for exceptions will not be considered if not included in the submitted proposal. Conflict of Interest Proposer agrees that, for the term of this contract, no member, officer, or employee of the City of Dublin, or of a public body within Alameda County or member or delegate to the Congress of 105 the United States, during his/her tenure or for one year thereafter, shall have any direct interest in the contracts or any direct or material benefit arising therefrom. Proposers must provide a list of any potential conflicts of interest in working for the City of Dublin. This must include, but is not limited to, a list of your f clients who are the following: Private clients located or operating within the City of Dublin limits, Dublin San Ramon Service District, US Army Camp Parks and/or the County of Alameda, and a brief description of work for these clients. Proposers must also identify any other clients (including public entities), that may pose a potential conflict of interest, as well as a brief description of work you provide to these clients. This list must include all potential conflicts of interest within the year prior to the release of this RFP as well as current and future commitments to other projects. Principals and those performing work for City of Dublin may be required to submit a California Fair Political Practices Commission (FPPC) Form 700: Statement of Economic Interests documenting potential financial conflicts of interest. For additional information, proposers should refer to the FPPC website at http://www.fppc.ca.gov/Form700.html. Equal Employment Opportunity Proposer shall not, on the grounds of race, color, sex, age, religion, national origin, ancestry, physical handicap, medical condition, or marital status either discriminate or permit discrimination against any employee or applicant for employment in any manner prohibited by Federal, State or local laws. In the event of Proposer non-compliance, the City of Dublin may cancel, terminate or suspend the Contract in whole or in part. Proposer may also be declared ineligible for further contracts with the City of Dublin. Proposer shall take affirmative action to ensure that applicants are employed, and that employees are treated during their employment, without regard to their race, religion, color, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Proposer and its sub -contractors shall post in conspicuous places, available to all employees and applicants for employment, a notice setting forth the following provisions [29 U.S.C. § 623, 42 U.S.C. § 2000, 42 U.S.C. § 6102, 42 U.S.C. § 12112, 42 U.S.C. § 12132, 49 U.S.C. § 5332, 29 CFR Part 1630, 41 CFR Parts 60 et seq.]. Governing Law This RFP summarizes the applicable laws and governance, when in conflict applicable State/Federal guidelines shall apply. The contract and legal relations between the parties hereto shall be governed and construed in accordance with the laws of the State of California. Insurance Requirements 106 The Contractor shall provide insurance coverage as follows in conformance with the City of Dublin's requirements: Commercial General Liability Insurance $2,000,000 Automobile Liability Insurance $2,000,000 Professional Liability Insurance $1,000,000 Statutory Workers' Compensation Insurance and Employer's Liability Insurance $1,000,000 References Contractor must include three (3) references for which the company has provided services similar to those described in this RFP. Reference information shall include: Name, Address, Contact, Title, Phone Number, and Term of the Contract. Review and Selection Process The City reserves the right to make the selection based on its sole discretion. A subcommittee selected by City Staff will evaluate proposals provided in response to this RFP. Informal interviews may be conducted by City staff, and may include more than one contractor that has submitted a Proposal. Based on input from this review process, a recommendation will be made to the City Manager. The City Manager will make a recommendation to the City Council for award of contract services. The City reserves the right to award a contract to the contractor that the City feels best meets the requirements of the RFP. The City reserves the right to reject any and all Proposals prior to execution of the Agreement, with no penalty to the City. Selection of Contractor Submitted Proposals will be evaluated and scored using the following criteria: • Qualifications and specific experience of key project team members. • Quality and completeness of the proposal. • Experience with engagement of similar scope and complexity. • Satisfaction of previous clients. • Cost of providing the contractor services for this project. 107 Attachment A Standard Contractor Services Agreement CONTRACTOR SERVICES AGREEMENT BETWEEN THE CITY OF DUBLIN AND CONTRACTOR REMOVED EXAMPLE AGREEMENT FOR CITY COUNCIL AGENDA PACKET 108 Attachment B WATERSLIDE MAINTENANCE SERVICES - BID FORM The City of Dublin will review proposals and select the lowest responsible bidder for the identified scope of work. Name of Company: Contact Person: Phone: Mailing Address: Email: Website: The Wave Waterslide Maintenance -Optional I. Regular Maintenance Services $ Semi -Annual Inspection $ Annual Inspection and Parts Replacement $ Pre -Season Waxing $ Post -Season Waxing As Needed Maintenance and Repair Services $ per hour for repair work and emergency maintenance work Response time for emergency repair or maintenance work II. Other Charges and Parts (if any) $ for $ for Services Agreement between [EFFECTIVE DATE] City of Dublin and Exhibit B - Page 6 of 6 109 Attachment C — WhiteWater Manuals Prepared for: Emerald Glen Aquatic Center Dublin, CA Project No. 31548 Date: May 11, 2018 Reviewed and submitted by: Claudio Barrera P. Eng Eric Sinclair, Project Manager 110 Table of Contents DRAWINGS Group A Slide Path Layout — Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No. A200 Engineering Issued Dated December 1, 2015 Shutdown Lane Marking Procedure — Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No. S290 Engineering Issued Dated December 1, 2015 Slide Pumping Flow Diagrams, Slides AA, AB, AC— Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No A600 Engineering Issued Dated December 1, 2015 Slide Pumping Flow Diagrams, Slides AD, AE, AF — Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No A601 Engineering Issued Dated March 14, 2018 Slide Piping Detail, Slide AD— Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No A602 Engineering Issued Dated May 20, 2016 March 13, 2017 Page 2 Project # 31548 Emerald Glen Aquatic Center 111 Part I GENERAL OPERATING GUIDELINES 7 1. Customers 7 1.1 Posted Signs 7 1.2 Access 7 1.3 Physical Condition 7 1.4 Visitors and Spectators 8 1.5 Food and Drinks 8 2. Attendants 8 2.1 Top of Slides 8 2.2 Splash Pool 9 2.3 Runout Lane 9 2.4 Water Treatment 9 2.5 Pool Operations 9 3. Inspections 9 3.1 Slide Inspections 10 3.2 Mechanical Inspections 10 3.3 Chemical Inspections 10 4. Accidents 11 4.1 Incident Reporting 11 4.2 Floatation Devices 11 4.3 Slips and Falls 11 4.4 Bodily Collisions 12 4.5 Chemical Hazards 12 5. Emergency Procedures 12 6. Operator's Changes 13 Part II SPECIFIC OPERATING GUIDELINES 15 POOL SIDER (PS) into Shutdown Lane - Slide AA 15 1. Posted Signs 15 1.1. Entry Station 15 1.2. Shutdown lane 15 2. Attendants 16 2.1. Attendant / top (start of ride) - 1 attendant per slide 16 2.2. Attendant / shutdown lane: 1 lifeguard per 1 or 2 slides 16 3. Vehicles 17 4. Water Flow 17 32"AQUATUBE (32) into Shutdown Lane - Slide AB 18 1. Posted Signs 18 1.1 Entry Station 18 1.2 Shutdown lane 18 2. Attendants 19 2.1 Attendant / top - 1 attendant per slide 19 2.2 Attendant / Shutdown Lane: 1 lifeguard per 2 slides 19 3. Vehicles 20 March 13, 2017 Page 3 Project # 31548 Emerald Glen Aquatic Center 112 4. Water Flow 20 32"AQUATUBE (32) & Poolsider Fusion into Shutdown Lane - Slide AC 21 1. Posted Signs 21 1.1 Entry Station 21 1.2 Shutdown lane 21 2. Attendants 22 2.1 Attendant / top - 1 attendant per slide 22 2.2 Attendant / Shutdown Lane: 1 lifeguard per 2 slides 22 3. Vehicles 23 4. Water Flow 23 32"AQUATUBE (32) into shutdown Bowl - Slide AD 24 1. Posted Signs 24 1.1 Entry Station 24 1.2 Shutdown bowl 24 2. Attendants 25 2.1 Attendant / top - 1 attendant per slide 25 2.2 Attendant / Shutdown bowl: 1 lifeguard per slide 25 3. Vehicles 25 4. Water Flow 26 SPEED SLIDE / FREEFALL/ HIGH SPEED waterslides (32, RS, SHUT) into 27 shutdown lane, Slide AF 27 1. Posted Signs 27 1.1 Entry Station 27 1.2 Shutdown lane 27 2. Attendants 28 2.1 Attendant / top - 1 attendant per slide 28 2.2 Attendant / shutdown lane: 1 lifeguard per two slides 28 3. Vehicles 29 4. Water Flow 29 Part III MAINTENANCE GUIDELINES FOR FRP FLUME 31 1. Cleaning 31 2. Waxing 31 3. Joints 31 3.1 Joint Caulking 31 3.2 Joint Roughness 32 4. Patching 32 4.1 Minor Chips and Cracks 32 4.2 Surface Cracks 32 4.3 Cracks around Flanges 32 4.4 Repair Procedures 33 4.4.1 Storage Instructions 33 4.4.2 Mixing Instructions 33 4.4.3 Patching Instructions 34 March 13, 2017 Page 4 Project # 31548 Emerald Glen Aquatic Center 113 PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS 36 1. The ASTM standard F 2376-XX Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems. 36 2. The ASTM standard F 853 - XX Standard Practice for Maintenance Procedures for Amusement Rides and Devices 37 Appendix 1-I 40 Appendix 1-II 41 Appendix 1-III 42 ADDENDUM: SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET, FREE FALL, SLIDE AF ADDENDUM: PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE March 13, 2017 Page 5 Project # 31548 Emerald Glen Aquatic Center 114 (a) NOTES: 1. FOR GENERAL NOTES AND SPECIFICATIONS SEE DWG 130. C M(3) 1JV'r 1 M(11), 1@) A(7) AB(3) 1 AC(3) T.O. DECK 0 SLIDE AA. AB & AC 371.920' M(4) (4) AC(4) \ 6 Ye• P60 LAYOUT AND DET,'IIS SEE DWG. A340 FLUME INVAD1 I I 1)0( (2) 4@ 0 0 , P52 M(5) A(14) \32 AC(5) AA(20) 0 P50 (3) 1 AO(3) Xe :1 Maintain markings and water levels as per 5290 Slide Information details Emerald Glen Aquatic Center, Dublin, California, Project # 31548 1 Ride Serial Number Date of Manufacture Ride Name Product Family Ride Speed Water Flow Passenger Capacity by Weight Passenger Capacity by Number Minimum Rider Height Vehicle Type Patent Number 2 3 4 5 0 31548- AA 31548 - AB 31548- AC 31548- AD 31548- AF 2016 2016 2016 2016 2016 Poolsider 32"Aquatube Poolsider/32"Aquatube Combo Champagne Bowl Speed Slide SM 32AT SM/32AT 32AT/CGR RS maximum 34.4feet per second maximum 37.2 feet per second maximum 35.0feet per second maximum 37.3 feet per second maximum 49.2 feet per second design 800 US gallons per minute design 450 US gallons per minute design 600 US gallons per minute design 450 US gallons per minute design 300 US gallons per minute 300pounds 300 pounds 300pounds 300 pounds 300 pounds one person one person one person one person one person 40inches 40inches 40inches 48inches 48inches no vehicles no vehicles no vehicles no vehicles no vehicles www.whitewaterwest.com www.whitewaterwest.com www.whitewaterwest.com www.whitewaterwest.com www.whitewaterwest.com 0 ISSUED FOR CONSTRUCTION DEC 01/2015 REVISED AS NOTED OCT 19/2015 REVISED AS NOTED SEP 3012015 REVISED AS NOTED SEP 2512015 I REVISED AS NOTED SEP 1412015 ISSUED FOR INFORMATION AUG 2012015 REV REVISION DESCRIPTION/ISSUE RECORD DATE IoESIGNEO BY DATE PROI. ENG. CHECK DATE RP AUG 20/2015 DRAWN BY DATE DRAFTING CHECK DATE KS AUG 20/2015 SCALE ARCHIVE FIL 0 31548A200 NOTE:- IMPERIAL DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET ALL OTHER DIMENSIONS ARE IN FEET AND INCHES B. WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 1J7 Tel (604) 273-1068 Fax. (604) 273-4518 r 1 GROUP A SLIDE PATH LAYOUT r EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES 115 =1'-0• LEGEND: 1 INDICATES YOKE LOCATION (' J INDICATES COLUMN LOCATION Si • -a = •i L rr. rum: 11.0:1 1 L S"1Ol' NIP �'I�t� LY RiII ICI IIhhuuIIIIIIhIi I II •MI -1-INat liZINEht:r EMEMENFAribitz MENNEMEE1114 friaTIMEMEM RIME NMI= • MMEMMOL II1111�1m�lf1isl���� I1�I�1l1I!il!I�I1�I1I1 III 16 FILE : C:\Slidesl \ Rides \xxx-Shutdown Lane Solutions \SS-Profile_32AT-Freefall_14599-Mansfield \ S290_1 O O 0 Q 0 0 0 Z O 0 C N 0 E 0 N 0 0 co m 0 g 0. w DUCED OR USED ON ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WHITEWATER AND SHALL NOT BE NOTE: AFTER CERTIFICATION MEASURE "A" & "B" AND PROVIDE MARKERS FOR ALL TYPES OF SHUTDOWN LANE AS SHOWN IN DETAIL 2 & 3. 7 PROVIDE PERMANENT MARKER INDICATING OPERATIONAL WATER DEPTH SEE DETAIL 2 B PROVIDE PERMANENT MARKER INDICATING FLOW TRANSITION LOCATION SEE DETAIL 3 A 3'-0' (900mm) FLOW TRANSITION LOCATION ELEVATION - SHUTDOWN LANE OPEHATIOHAL WATER LEVEL _/L DO HOT DISPATCH RIDER UNTIL SHUTDOWN LANE FULL TO LEVEL MARKINGS 0 TAIL 2 --ddqq WATER DEPTH MARKER PROVIDE 1"(25mm) THICK WATERPROOF ADHESIVE TAPE OF CONTRASTING COLOUR ON EACH SIDE OF FLOW TRANSITION LOCATION NOTE: 1. FOR GENERAL NOTES AND SPECIFICATIONS SEE DWG 130. 2. SLIDE OUTL DU NOT DISPATCH RIDEI UNTIL FLOW TRANSITION I BETWEEN MARKINGS DETAIL 3 SCALE1:10 FLOW TRANSITION LOCATION ISSUED FOR INFOR.TION REVISION DESCRIPTION/ISSUE RECORD DATE oEsKIVoa, TE oDO.Aon,z aExGn�. DATE APR,c,n„ BYaeh NI n ri IDRAWN APR ,A �1)14 DRAFTING CHECK DATE CPR,Rc[119 SCALE 1:100 ARCHIVE cuc. - NOTE:- METRIC DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN METERS ALL OTHER DIMENSIONS ARE IN MILLIMETERS (2) WHITE WA TER 6700 McMillan Way, Richmond, B.C. Canada V6W 117 ait„ WhiteWater West Industries Ltd Tel (604)273.1068 Fax (604) 277-0S18 SHUTDOWN LANE MARKING PROCEDURE PROJECT DRAWING S2Q0 F 117 Q • 1 i5 (i) 5 J L SLIDE M SHMWN 12. �) IL j L SLIDE AB SHWN 10. j SLIDE AC SHIEAVN n 1 [ 1 10• k E1?Prick END SUMP TYP. ► ► 1,1�� a ► b) 1 C! il 113 -jru• a. II a• ► HAIR & LINT STRANER STRANER 1112. DRAN 11 /2" 5. 5• c) 1 u 1 0 ► TO SLIDE M POOLSIDER ENTRY BOX 800 GPM 4• 4• 4• TO SLIDE 13 AQUATUBE ENTRY BOX 450 GPM ® 4. 4• 4. TO SLIDE AC FUSION AT & PS ENTRY BOX T.O. PLATFORM 600 GPM EL 403.427' 4• 4• 4. LEGEND e @) ■ BUT1£RSLY VM.Vf. CHECK VM.Vf BAiI +-J-- Q__ FLEXIBLE PIPE CONNECTOR PUMP <}-- REDUCER / INCREASER PRESSURE/ VACUUM GAUGE FLOW METER PUMP DATA :WRATE POWER TYPE QUANTi1Y BOO GPM 52 FT 15HP END SUCTION CENTRIFUGM. 1 FLOW RATE 450 GPM INER 1S�f TYPE END SUCTION CENTRIFUGM. QUANTi1Y 1 FLOW RATE TOH POWER TYPE QUANTiIY 600 GPM 52 FT 25 HP END SUCTION CENTRIFUGM. 1 DRAN 118 LINT oo O <Q Yet, w< <TF zz WQ vw o-z 40 !] �ln bJ 6" HAIR & STRANER 1112 ORAN SLIDE AA, AB, & AC PUMPING FLOW DIAGRAM N. T. S. DOTES: 1 SCHEMATIC SHOWN IRUSIRATES THE INTENDED FUNCTIONM. REQUIREMENTS FOR THE MECHANICM. OPIERATION OF THE WATERSLIDES. LO "M. PROJECT ENGINEERS MAY DESIGN SITE -SPECIFIC SYSTEMS TAT DIFFER FROM THIS WITH THE RESPONISIBIUIY FOR THE DESIGN RESTING 11-TH THE LOCM. ENGINEER. 2 . PUMP PERFORWHCE, DISCHARGE PIPE SIZE & DISCHARGE BUTTERFLY VM.Vf ARE ESSENTIM. FOR PROPER SLIDE OPERATION. 3 . PROVIDE THRUST BLOCKS OR RIGID CLAMPS AT M.L BENDS AND AS REQUIRED M.ONG THE LENGTH OF SUCTION AND DISCHARGE PIPING. 4 . PUMP SUCTION FLANGE SHOULD BE BELOW POOL WATER L1VLL 5 . PIPE HAS TO BE RIGIDLY CLAMPED TO UNDERSIDE OF TOWER WITHIN 4 FEET OF FLEXIBLE PIPE CONNECTOR. 6. DOUBLE SUCTION INTAKES ARE SHOWN AS A SAFE1Y PRECAUTION TO ELIMI TE ENTRAPMENT HAZARDS CAUSED BY THE PUMP SUCTION. r I ISSUED FOR CONSTRUCTION ISSUED FOR INFORM/MON II� 1 oec1111011� AUG2012015 REVISION DESCRIPTION/ISSUE RECORD DATE PE DATE AUG 13/2015 DATE ACC 13/2 15 PROD. ENG. CHECK DATE DRAFHNG CHECK DATE AS NOTED FILEN°. 31548A60 NOTE:- IMPERIAL DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET ALL OTHER DIMENSIONS ARE IN FEET AND INCHES I• 1. WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond,B.C. Canada V6W 117 Tel (604) 273-1068 Fax (604} 273-4518 GROUP A SLIDE AA, AB, & AC SLIDE PUMPING FLOW DIAGRAM EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES (a) [eeo J `0,,,, ao A600 ,31"548 JrIIIO. r m 119 2 a SLIDE AD DRAIN CHANNEL BELOW BOWL s• s• Ow 11 OZ QW <0 !,I < <4k 10• SLIDE AE SLIDE ff SHUTDOWN SHUTDOWN (l LANE n 1 SANE 11H 1 T.O. DECK .11 1 1 L JLL J 1 10• ,o• EL 371.56' END SUMP IYP. ,.J 1 ;;1!i 8" ► r [J, HAIR & LINT STRAINER 8" r [ J O HAIR & LINT STRAINER TO SLIDE AD CHAMPAGNE BOWL ENTRY BOX FLOW RAIL: 400 GPM TO SLIDE ff SPEEDSLIDE ENTRY BOX 300 GPM 4• 4. 4• 4• T.O. PLATFORM EL 414.51' TO SLIDE AE 4 • 4 • LAUNCH AREA 0 PLATFORM ELEV.+7FT 1.3 L/S SUPPLIED BY WHITEWATERt TO CHAMPAGNE BOWL 2• SPRAY PIPE 1 FLOW RATE: 30 GPM 6" DRAIN N !1/2" DRAIN 6" 6" c.-i 6" 6" PNEUMATIC COMPRESSOR'-.:.._ 1 SUPPLY BY OTHERS "I r.:;-,7 er r 0 PLATFORM h7,EV. 14.51' A SUPPLIED BY WWI ASSEMBLED WITH 6" PVC TEE. TO BE INSTALLED WITHIN (10'-15') OF LAUNCH CAPSULE. L J (a) SLIDE AD, AE, & AF (b) PUMPING FLOW DIAGRAM N. T. S. 1 1/2" 1/2" AIR LINE TO SLIDE AE INJECTORS 0 AE23 FLOWRAI£: 350 GPM 112 SUPPLI BY WHIT ENSURE SLIDE IS ASSEMBLED WITH 4" PVC INJECTORS ORIENTED AS SHOWN DRY AIR 3 CFM 100 PSI - AIR AND WATER PIPING ROUTED THROUGH CENTER REAR OF LAUNCH ROUGH OPENING IN DECK. PIPING IS CONCEALED IN FRP LAUNCH 0 0 ENCLOSURE. /2" 1/2" AIR LINE LEGEND CHECK VALVE BUTTERBY BALL ____C1_ FLEXIBLE PIPE CONNECTOR 0 PUMP cJ-- REDUCER/ INCREASER er PRESSURE/ VACUUM GAUGE FLOW METER \§ PUMP DATA FLOW RATE : 730 GPM TRH : 63 FT POWER : 20 HP IYPE : END SUCTION CENTRIFUGAL QUANTITY : 1 FLOW RATE : 370 GPM T11H : 70 FT POWER : 10 HP IYPE : END SUCTION CENTRIFUGAL QUANTITY : 1 ® PNEUMATIC COMPRESSOR DATA FLOW RATE 3 CFM PRESSURE 100 PSI POWER 3 HP QUANTITY 1 A I REVISED AS NOTED 2018-03-14 G I REVISED AS NOTED MAY 2012016 0 I ISSUED FOR CONSTRUCTION DEC 0112015 AUG 20/2015 ISSUED FORDATE INFORMATION V I REVISION DESCRIPTION/ISSUE RECORD I ff ,oESIGNED BY DATE PROI, ENG, CHECK DATE AE AUG 13/2015 DRAWN aDA DRAFTING CHECK DATE AE AUG 13/2015 5CAIF ARCHIVE AS NOTED FILE No. 31548A601 NOTE,- IMPERIAL DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET ALL OTHER DIMENSIONS ARE IN FEET AND INCHES WHITE WATER WhiteWater West Industries Ltd 6700 McMillanWay, Richmond,B.C. Canada V6W 1J7 Tel (604) 273-1068 Fax (604) 273-4518 I 1 , GROUP A SLIDE AD, AE, & AF SLIDE PUMPING FLOW DIAGRAM EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES 120 2. PUMP PERFORMANCE, DISCHARGE PIPE SIZE & DISCHARGE BUTTERFLY VALVE ARE ESSENTIAL FOR PROPER SLIDE OPERATION. 3. PROVIDE THRUST BLOCKS OR RIGID CLAMPS AT ALL BENDS AND AS �AutoCADSHXText REQUIRED ALONG THE LENGTH OF SUCTION AND DISCHARGE PIPING. 4. PUMP SUCTION FLANGE SHOULD BE BELOW POOL WATER LEVEL 5. PIPE HAS TO BE RIGIDLY CLAMPED TO UNDERSIDE OF TOWER WITHIN 4 FEET OF FLEXIBLE PIPE CONNECTOR. 6. DOUBLE SUCTION INTAKES ARE SHOWN AS A Sf,rETY PRECAUTION TO ELIMINATE ENTRAPMENT HAZARDS CAUSED BY THE PUMP SUCTION. °3 iPLOW KALE: JU (JYM 1 548 )[ A601 4.10 1 21 l i5 1 i5 10 • i5 9 ew LEGEND to} Y-STRAINER BAil VIJ..VE REDUCER / INCRrASER FROM PM (SEE DWC. 601) 14 SPRAY NOZZLES [LONG TOP OF CHAMPAGNE BOWL 30 GPM TOTAL. 10 PSI REQ'D AT NOZZLE 99999999999999 1/2 O.D. TUBING ----- I I I I I I I I I I ILL TYP. 1 • I.D. HOSE HJ 1 I.D. HOSE 2• 2• ]xl-]s;+-N• DRAIN SUPPLIED BY WBITEWATER ° SEE EQUIPMENT UST CHAMPAGNE BOWL SPRAY PIPING SCHEMATIC N. T. S. 2' PVC PIPE FROM PUMP PM EXACT LOCATION TO BE ID HOSE S2 NOZZLE (14 PLACES) 6 8 ao <Q aow V1w w< <w Z. c$i Q vw Gl CHAMPAGNE BOWL SPRAY PIPING PLAN J1/4'=1'-0' ,r 1/4i1T x 1/2' I I PUSH -TO -CONNECT ADAPTER 112 • OD TUBING' S.S. NUT S.S. WASHER t 1/4' NIYF BRASS NO WATER SPRAY FROM NOZZLE INSIDE FACE OF SUPER BOWL BOOY SPRAY PIPE INSTALLATION DETAILS 5•=1 -0 (14 UNITS) O I GENERAL REVISED MAY 2012016 0 I ISSUED FOR CONSTRUCTION DEC 0112015 ISSUED FOR INFORMATION AUG 2012015 LREV REVISIONDESCR1P'IONIISSUE RECORD DATE ee 1111 1/ DATE PRO, ENG.CIECK DATE A E AUG 13/2015 RA WN DATEDRAFTING CHECK DATE 6AE AUG 13/2015 CALE ARCHIVE AS NOTED 31548A602 rNOTE:- IMPERIAL DIMENSIONS L ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET ALL OTHER DIMENSIONS ARE IN FEET AND INCHES r 1. WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 117 Tel (604) 273-1068 Fax (604) 273-4518 GROUP A SLIDE AD SLIDE PIPING DETAIL EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES IV. I 1 J 122 Champagne Bowl Spray Equipment List Supplied by Whitew ater Item Description Qty 1 1/4" NIYF brass nozzle (ft) 14 2 3/4" ss316 hex. nut 14 3 3/4" ss316 flat washer 14 4 1/2" OD tubing G900-038-050 28 ft 5 1/4"mtxl/2"push-to-connect adapter G6096P-04-08 14 6 3/8"mtxl/2"push-to-connect adapter G6016P-06-08 14 7 1/2"x3/8" pvc sch 40 bushing (mtxft) 14 8 1"xl/2" pvc sch 40 90 deg. elbow (hosexft) 2 9 1"x1"xl/2" pvc sch 40 tee (hosexhosexft) 12 10 1" pvc sch 40 adapter (mtxhose) 2 11 1" ID Vinylite hose G911-100 90 ft 12 2" pvc sch 40 tee (sxsxs) 1 13 2"x1 1/2" pvc sch 40 bushing (spxft) 2 14 2" pvc sch 40 pipe 20 ft 15 1" ss hose clamp G8-20 28 16 1 1/2" galv. steel loop strap w/ nylon coating G6-24 28 17 2 3/4" gaiv. steel loop strap w/ nylon coating G6-44 6 18 2" Chemline pvc true union Y-strainer YSA020EC-24 (sxs) 1 19 2" pvc true union ball valve (sxs) 2 20 3/8" q xl 1/2"L ss316 hex bolt w / nut & 2 flat washers 28 sets 21 2" pvc sch 40 90 deg. elbow (sxs) 2 22 2" pvc sch 40 45 deg. elbow (sxs) 2 [eeo,31"548 A602 ]f "Go, 123 (i) PART I GENERAL OPERATING GUIDELINES March 13, 2017 Center Page 6 Project # 31548 Emerald Glen Aquatic 124 Part I GENERAL OPERATING GUIDELINES Important Notice The following operating procedures are presented to waterslide owners as guidelines only. They are not intended to be mandatory or exhaustive. These guidelines do not replace proper consultation with designers, manufacturers and legal counsel, and compliance with local, state (provincial) and federal laws and regulations involving, but not limited to: health, safety and building codes. General Operating Considerations 1. Customers While customers are the key ingredients to the success of any waterpark, certain rules and procedures must be made clear for the park to function efficiently and safely. 1.1 Posted Signs A sign must be posted at the entrance to the waterpark that states user responsibility and conveys the following rules and regulations: 1. Read and obey all posted signs. 2. Obey all instructions given by the attendants and operators. 3. No glass, cigarettes and/or food are permitted in the water slide area. 4. Anyone under the influence of alcohol or drugs will not be permitted in the park. 5. Pregnant women and those with a history of heart problems or back trouble should not use the slides. 6. Failure to follow rules and instructions can lead to serious injuries. 7. Ride at your own risk. Note: Specific sign requirements for each waterslide are detailed in Part II - Specific Operating Guidelines. 1.2 Access Provisions must be made to prevent customers from entering the water slide at any points other than at the designated entry access points. 1.3 Physical Condition Waterslide customers must be checked for proper swimwear and adequate physical condition. Swim attire should not have any metal parts that could damage the slides or cause injuries. Customers who show signs of drug and/or alcohol impairment will not be permitted on the site. March 13, 2017 Center Page 7 Project # 31548 Emerald Glen Aquatic 125 1.4 Visitors and Spectators Visitors and spectators should be physically separated from the areas used by sliders. They should be kept a safe distance away from any wet areas and not be permitted to interfere with the sliders. 1.5 Food and Drinks No food or drinks are allowed in the immediate area of flumes and pools or on decks, stairs and walkways surrounding flumes and pools. Food and beverages should be confined to visitor and spectator areas or similarly marked areas for sliders. Trash containers should be provided to keep litter off decks and walkways and out of flumes and pools. 2. Attendants Waterpark attendants are responsible for safe and orderly conduct of customers, safe entry and exit of riders from the slides, general crowd control and emergency procedures. During operating hours, there must be at least one attendant on duty at all times who has completed a Red Cross or equivalent Standard First Aid and Safety course. This person must also be competent in carrying out any emergency procedures specific to the slide he or she is operating. Every water slide should be equipped with a battery or electronically operated system to provide voice communication between attendants at different locations on the slides and park office or permanently manned control center. 2.1 Top of Slides The area at the top of every water slide must be supervised by at least one attendant who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers enter slides or rafts/mats properly. • Ensuring that customers are dispatched at safe intervals. • Visually surveying all areas of the water slide that are visible from attendant's position, with the exception of the splash pool, and communicating any problems to the other attendants. • Ensuring that customers meet the minimum and/or maximum restrictions for the slide. • Ensuring that any vehicles used are in good condition and if inflated, inflated properly. March 13, 2017 Center Page 8 Project # 31548 Emerald Glen Aquatic 126 2.2 Splash Pool The recommended depth for the splash pool is 3.5 feet (1.07 metres) except otherwise noted in special conditions and therefore must be supervised by at least one certified lifeguard who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers move into and out of splash pool in a quick and orderly manner. • Controlling running, horseplay or other unsafe behavior on pool decks. • Ensuring pool water levels are correct. 2.3 Runout Lane The runout lanes of waterslides must be supervised by at least one attendant who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers exit runout lane in a quick and orderly manner. • Controlling running, horseplay or other unsafe behavior on slide apron. • Ensuring water levels are at level marks and flow transition is within indicator markings. 2.4 Water Treatment A specific person on each shift should be responsible for chlorination and water treatment procedures. They should be thoroughly trained in all aspects including, routine operations, handling, connection, disconnection, emergency procedures and leak control procedures. A safety chart should be posted in or near the chlorination room and a second safety chart should be placed in the pool office near the telephone. Emergency telephone numbers should also be shown on the safety charts. 2.5 Pool Operations A specific person on each shift should be made responsible for all swimming pool operations, such as: circulation and filtering system operation, maintenance, inspections, backwashing and cleaning. They should be thoroughly trained by an expert in swimming pool operations. 3. Inspections Permanently bound log books should be kept to record all inspections, operational tests, water quality monitoring, all accidents and unusual occurrences. Log books should be kept for a period of at least six (6) years from March 13, 2017 Center Page 9 Project # 31548 Emerald Glen Aquatic 127 the date of the last entry. Log book entries that cover the twelve (12) month period previous to the last entry in the log book should be kept readily available. 3.1 Slide Inspections Daily inspections must be made to check for: • obstructions in slide paths • cracks, chips or bubbles in sliding surfaces • rough patchwork at joints or cracks • caulking protruding from joined flanges • leaking seals at joints • loose risers on turns • excessive movement of flumes when walked on • joints opening up • proper inflation and condition of rafts, tubes and vehicles • landing or pool bottom padding, if used, is in good condition and properly secured. 3.2 Mechanical Inspections Daily inspections must be completed on each waterslide: • before water is circulated to ensure no safety hazards exist • with the water circulating to ensure there is sufficient water flowing in the channel and correct water level is in splash pool or runout lane • to ensure that all the pumping and filtration equipment is operating correctly • to ensure that conveyor system is operating properly and poses no hazard It is the attendant's responsibility to ensure water flow is maintained in accordance with manufacturers' guidelines. Serious hazards may develop when flow is interrupted in a flume. 3.3 Chemical Inspections Proper water chemical balance must be obtained each day before the facility is opened to the public. While the facility is operational, water quality testing should be performed at intervals in accordance with local health authority's guidelines. Inspections should also be made during periods of heavy usage to ensure circulation and filtration systems are handling peak loads. The attendant must keep logs of all water testings performed. A typical form for water quality testing is shown in Appendix 1-I. The attendant must ensure that customers cannot come in contact with water treatment, re -circulation and filtration equipment. Mechanical and chemical storage rooms must be locked at all times to prevent customer access. March 13, 2017 Center Page 10 Project # 31548 Emerald Glen Aquatic 128 4. Accidents The most common accidents in waterparks are: slips and falls, collisions between one riding customer and another customer, impact with the pool surface, and abrasions from sidewalls. Operators should keep detailed logs of all reported accidents onsite. A typical accident report form is included in Appendix 1-11. 4.1 Incident Reporting The owner or operator shall notify the manufacturer (Whitewater West Industries Ltd.) of any known serious incidents that require immediate hospital admission. Minor injuries that may or may not require treatment shall be reported to the manufacturer if deemed to be related to the equipment design or function. There may be local jurisdiction and laws requiring notification of incidents. The owner or operator may be required to notify these local jurisdictions in addition to the above. 4.2 Floatation Devices The operator should not infer that rafts, tubes or any other floatation device, with exception of government approved life jackets, offer the user any safety benefit. Where unapproved floatation devices are provided, signs should be posted stating they are for pleasure only and should not be used as a substitute for approved floatation devices. 4.3 Slips and Falls Slips and falls are a constant concern in all areas of the waterpark. All surfaces intended for pedestrian traffic, whether in the water, on walkways, on loading platforms or on stairs should be made and maintained slip -resistant. Proper periodic maintenance of walking surfaces should be carried out to remove the growth of algae and fungi which could inhibit the surfaces intended function. Adequate drainage should be maintained around all areas of the slides. The entry section to flumes should be given particular attention with respect to slips and falls. The combination of the flowing water and the customer contacting water on a slippery surface for the first time can be confusing and disorienting. The exit area of the splashdown pool will always be wet and flowing with water which requires special attention with respect to slip - resistant surfaces, drainage and number and location of attendants. To minimize slip and fall type accidents, attendants throughout the waterpark should control running and horseplay. March 13, 2017 Center Page 11 Project # 31548 Emerald Glen Aquatic 129 4.4 Bodily Collisions Bodily collisions occur in flumes and splash pools as a result of riders traveling at different speeds and riders slowing or stopping in the flume. Restricting traffic flow with proper dispatching intervals can minimize these bodily collisions. The top attendant and lower attendant must have a view of much of the slide and a means of communication between them. The entry attendant must be alert and aware that people will travel at different rates due to variations in body weight, body friction, and rider position. Generally, the heavier the person, the faster the rider will travel. Slippery materials like nylon slide much faster than cotton clothing. All other factors being equal, riders in a sitting position will travel slower than a person lying flat on their back. Under no circumstances should customers be permitted to ride flumes in a standing position. Similarly, running or leaping entry into flumes is not to be permitted. In addition to slide entry attendants, use of signal lights or electro-mechanical starting gates should be considered for rider entry control. As bodily collisions in splash pool area cannot be fully controlled even with proper entry rates; splash pool attendants should be well trained, attentive and aggressive, continuously urging and encouraging customers to leave the flume discharge and splash pool area as quickly as possible. They must be alert to the possibility of problems and be prepared to enter the water at any time to assist a customer. In the event of a delay at discharge, following riders should be stopped at the entry. Riders tend to congregate in the pool because they are temporarily confused and disoriented upon impact with the water, to wait for their friends who are coming behind, or to socialize with persons in the splash pool. Collisions also result from multiple rider entry (i.e. trains). This practice is absolutely prohibited even for small children being carried on their parent's legs. If marker buoys or lane ropes are used in the splash pool, they must be arranged so they do not become obstacles for riders. Such devices, if used, should float and be simple in design to avoid the possibility of entangling riders. 4.5 Chemical Hazards Personnel must be fully trained in the use of water chemicals. Potentially fatal accidents could result from the release of gaseous chlorine. Improper chemical control could result in skin and eye irritation from excessive treatment. Bacterial problems could also arise from inadequate treatment. 5. Emergency Procedures Every park must have an emergency plan with specific procedures covering: • crowd control March 13, 2017 Center Page 12 Project # 31548 Emerald Glen Aquatic 130 • park evacuation • drowning • heart attacks • cuts and burns • neck and spinal injuries • power or other utility failures • fires • security (fights, robbery, vandalism) • exposure to chlorine • environmental conditions (e.g., lightning, windstorms, hail, earthquakes) An emergency plan should address those factors which affect, human safety, protection and correction of equipment, and customer relations. All employees should be trained and drilled periodically in the execution of the emergency plan. The emergency plan should be easily accessible and be located with first aid equipment and emergency telephone numbers. Each facility should have a list of current emergency numbers posted by a telephone. The list should include the contact information for the nearest available doctor, ambulance service, hospital, rescue service, police department, fire department and poison control center. A typical emergency telephone list is shown in Appendix 1-III. Each facility should have available the following first aid supplies: • A standard 24-unit first aid kit stocked and readily accessible for use. • A stretcher and blankets. • A standard plywood backboard or other acceptable splint for persons with back and neck injuries. • An area or room set aside for the emergency care of injuries. 6. Operator's Changes WhiteWater should be advised of any changes made in slides, structures or equipment, manufactured, designed or installed by WhiteWater West Industries Ltd. Changes could affect the safety of the attraction. March 13, 2017 Center Page 13 Project # 31548 Emerald Glen Aquatic 131 (ii) PART II SPECIFIC OPERATING GUIDELINES March 13,2017 Center Page 14 Project # 31548 Emerald Glen Aquatic 132 Part II SPECIFIC OPERATING GUIDELINES POOL SIDER (PS) into Shutdown Lane — Slide AA The primary operating concern in Pool Sider Slides is the possibility of one riding customer colliding with another customer, either in the flume or in the shutdown lane. This type of occurrence can be minimized by the use of well -trained attendants controlling entry and exit conditions. Other safety considerations include: slips and falls in the entry and exit areas, abrasion from the sidewalls, and impact with the shutdown lane surface. 1. Posted Signs 1.1. Entry Station: Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load: 1 person, 300 lbs. (136 kg) 2. Children less than 40 inches (1.02 m) tall are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swim wear with exposed zippers, buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back or in a sitting position. Sit up to go slower or lay down to go faster. 8. Riders must wait for the attendant's start signal before starting the ride. 9. Keep arms and hands inside the flumes at all times. 10. Do not run, dive, stand, kneel, rotate or stop in the slide. 11. At the end of the slide, obey all instructions by shutdown lane attendant and exit quickly. 12. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 1.2. Shutdown lane: Signs should be posted at the shutdown lane to convey the following rules and regulations: 1. Do not block the end of the slide. 2. Leave the shutdown lane quickly and orderly. March 13, 2017 Center Page 15 Project # 31548 Emerald Glen Aquatic 133 3. No swimming or flotation devices allowed in the shutdown lane. 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. 2.1. Attendant / top (start of ride) -1 attendant per slide This requirement may be relaxed to not less than one attendant per platform area or level, provided that the operator ensures that attendants are able to fulfill all duties as listed. Duties: 1. Ask each rider if they know how to ride the ride. 2. Assure the rider is in the correct body position when ready. 3. Control dispatch of riders one at a time and shall not dispatch a rider until the flume is clear of obstruction and any previous rider. 4. Ensure all riders meet requirements. 5. Ensure eyeglasses are securely affixed to the riders. 6. Observe bathing suits for zippers, buckles, rivets, etc. and do not allow them on the slide. 7. Observe riders for any physical impairments that compromise safety and do not allow them on the slide. 8. Ensure the crowd behaves in a safe and orderly manner. 9. Monitor riders in areas visible from assigned positions. 2.2. Attendant / shutdown lane: 1 lifeguard per 1 or 2 slides. Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown lane immediately upon splashdown. Do not permit guests to sit on or congregate around shutdown lane. 4. Be prepared to enter shutdown lane to assist customer out of lane. 5. Do not allow any swimming or flotation devices in shutdown lane. 6. Monitor water level and characteristics of the shutdown lanes. Shutdown lanes require extra attention to make sure water levels are at correct operating levels and flow transition has stabilized. March 13,2017 Center Page 16 Project # 31548 Emerald Glen Aquatic 134 Too little or too much depth in the shutdown lane will affect braking distance and characteristics. 7 Signal the dispatch attendant as to when it is okay to dispatch another rider when: i. flume and shutdown lane are clear of previous riders and, ii. water level has recovered to marked level and, iii. flow transition is stable between markings! 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. 4. Water Flow Refer to attached mechanical drawing, A600, for design and commissioned water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. March 13, 2017 Center Page 17 Project # 31548 Emerald Glen Aquatic 135 32"AQUATUBE (32) into Shutdown Lane — Slide AB The primary operating concern in the 32"Aquatube into shutdown lane is the possibility of one riding customer colliding with another customer, either in the flume or in the shutdown lane. This type of occurrence can be minimized by the use of well -trained attendants controlling entry and exit conditions. Other safety considerations include: slips and falls in the entry and exit areas, abrasion from the sidewalls, and impact with the shutdown lane surface. 1. Posted Signs 1.1 Entry Station Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load 1 person, 300 lbs (136 kg). 2. Person under 40 inches tall (1.02 m) are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swim wear with exposed zippers, buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back with legs firmly crossed at the ankles and arms folded across the chest (to prevent elbows contacting the flume). 8. Riders must wait for the attendants start signal before starting the ride. 9. Do not uncross your legs or attempt to sit up until you come to a stop in the shutdown lane. 10. Do not run, dive, stand, kneel, rotate or stop in the slide. 11. At the end of the slide, obey all instructions by attendant and exit quickly. 12. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 1.2 Shutdown lane Signs should be posted at the shutdown lane to convey the following rules and regulations: 1. Do not block the end of the slide. 2. Leave the shutdown lane quickly and orderly. 3. No swimming or flotation devices allowed in the shutdown lane. March 13, 2017 Center Page 18 Project # 31548 Emerald Glen Aquatic 136 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. 2.1 Attendant / top -1 attendant per slide This requirement may be relaxed to not less than one attendant per platform area or level, provided that the operator ensures that attendants are able to fulfill all duties as listed. Duties: 1. Ask each rider if they know how to ride the ride. 2. Assure the rider is in the correct body position when ready. 3. Control dispatch of riders one at a time and shall not dispatch a rider until the flume is clear of obstruction and any previous rider. 4. Ensure all riders meet requirements. 5. Ensure eyeglasses are securely affixed to the riders. 6. Observe bathing suits for zippers, buckles, rivets, etc. and do not allow them on the slide. 7. Observe riders for any physical impairments that compromise safety and do not allow them on the slide. 8. Ensure the crowd behaves in a safe and orderly manner 9. Monitor riders in areas visible from assigned positions. 2.2 Attendant / Shutdown Lane: 1 lifeguard per 2 slides Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown lane immediately upon splashdown. Do not permit guests to sit on or congregate around shutdown lane. 4. Be prepared to enter shutdown lane to assist customer out of lane. 5. Do not allow any swimming or flotation devices in shutdown lane. 6. Monitor water level and characteristics of the shutdown lanes. Shutdown lanes require extra attention to make sure water levels are at correct operating levels and flow transition has stabilized. Too little or too much depth in the shutdown lane will affect braking distance and characteristics. March 13,2017 Center Page 19 Project # 31548 Emerald Glen Aquatic 137 7. Signal the dispatch attendant as to when it is okay to dispatch another rider when: i. flume and shutdown lane are clear of previous riders and, ii. water level has recovered to marked level and, iii. flow transition is stable between markings! 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. 4. Water Flow Refer to attached mechanical drawing, A600, for design and commissioned water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. March 13, 2017 Center Page 20 Project # 31548 Emerald Glen Aquatic 138 32"AQUATUBE (32) & Poolsider Fusion into Shutdown Lane — Slide AC The primary operating concern in the 32"Aquatube into shutdown lane is the possibility of one riding customer colliding with another customer, either in the flume or in the shutdown lane. This type of occurrence can be minimized by the use of well -trained attendants controlling entry and exit conditions. Other safety considerations include: slips and falls in the entry and exit areas, abrasion from the sidewalls, and impact with the shutdown lane surface. 1. Posted Signs 1.1 Entry Station Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load 1 person, 300 lbs (136 kg). 2. Person under 40 inches tall (1.02 m) are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swim wear with exposed zippers, buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back with legs firmly crossed at the ankles and arms folded across the chest (to prevent elbows contacting the flume). 8. Riders must wait for the attendants start signal before starting the ride. 9. Do not uncross your legs or attempt to sit up until you come to a stop in the shutdown lane. 10. Do not run, dive, stand, kneel, rotate or stop in the slide. 11. At the end of the slide, obey all instructions by attendant and exit quickly. 12. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 1.2 Shutdown lane Signs should be posted at the shutdown lane to convey the following rules and regulations: 1. Do not block the end of the slide. 2. Leave the shutdown lane quickly and orderly. 3. No swimming or flotation devices allowed in the shutdown lane. March 13, 2017 Page 21 Project # 31548 Emerald Glen Aquatic Center 139 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. 2.1 Attendant / top -1 attendant per slide This requirement may be relaxed to not less than one attendant per platform area or level, provided that the operator ensures that attendants are able to fulfill all duties as listed. Duties: 1. Ask each rider if they know how to ride the ride. 2. Assure the rider is in the correct body position when ready. 3. Control dispatch of riders one at a time and shall not dispatch a rider until the flume is clear of obstruction and any previous rider. 4. Ensure all riders meet requirements. 5. Ensure eyeglasses are securely affixed to the riders. 6. Observe bathing suits for zippers, buckles, rivets, etc. and do not allow them on the slide. 7. Observe riders for any physical impairments that compromise safety and do not allow them on the slide. 8. Ensure the crowd behaves in a safe and orderly manner 9. Monitor riders in areas visible from assigned positions. 2.2 Attendant / Shutdown Lane: 1 lifeguard per 2 slides Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown lane immediately upon splashdown. Do not permit guests to sit on or congregate around shutdown lane. 4. Be prepared to enter shutdown lane to assist customer out of lane. 5. Do not allow any swimming or flotation devices in shutdown lane. 6. Monitor water level and characteristics of the shutdown lanes. Shutdown lanes require extra attention to make sure water levels are at correct operating levels and flow transition has stabilized. Too little or too much depth in the shutdown lane will affect braking distance and characteristics. 7. Signal the dispatch attendant as to when it is okay to dispatch another rider when: i. flume and shutdown lane are clear of previous riders and, March 13, 2017 Page 22 Project # 31548 Emerald Glen Aquatic Center 140 i. water level has recovered to marked level and, ii. flow transition is stable between markings! 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. 4. Water Flow Refer to attached mechanical drawing, A600, for design and commissioned water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. March 13, 2017 Page 23 Project # 31548 Emerald Glen Aquatic Center 141 32"AQUATUBE (32) into shutdown Bowl - Slide AD The primary operating concern in the 32"Aquatube into shutdown Bowl is the possibility of one riding customer colliding with another customer, either in the flume or in the shutdown Bowl. This type of occurrence can be minimized by the use of well -trained attendants controlling entry and exit conditions. Other safety considerations include: slips and falls in the entry and exit areas, abrasion from the sidewalls, and impact with the shutdown Bowl surface. 1. Posted Signs 1.1 Entry Station Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load 1 person, 300 lbs (136 kg). 2. Person under 48 inches tall (1.22 m) are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swim wear with exposed zippers, buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back with legs firmly crossed at the ankles and hands clasped together behind head. 8. Riders must wait for the attendants start signal before starting the ride. 9. Do not uncross your legs or attempt to sit up until you come to a stop in the shutdown lane. 10. Do not run, dive, stand, kneel, rotate or stop in the slide. 11. At the end of the slide, obey all instructions by attendant and exit quickly. 12. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 13. CAUTION: When exiting Bowl walk carefully on surface. It is slippery! 1.2 Shutdown bowl Signs should be posted at the shutdown bowl to convey the following rules and regulations: 1. Do not block the end of the slide. 2. Leave the shutdown bowl quickly and orderly. 3. No swimming or flotation devices allowed in the shutdown bowl. March 13, 2017 Page 24 Project # 31548 Emerald Glen Aquatic Center 142 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. 2.1 Attendant / top -1 attendant per slide This requirement may be relaxed to not less than one attendant per platform area or level, provided that the operator ensures that attendants are able to fulfill all duties as listed. Duties: 1. Ask each rider if they know how to ride the ride. 2. Assure the rider is in the correct body position when ready. 3. Control dispatch of riders one at a time and shall not dispatch a rider until the flume is clear of obstruction and any previous rider. 4. Ensure all riders meet requirements. 5. Ensure eyeglasses are securely affixed to the riders. 6. Observe bathing suits for zippers, buckles, rivets, etc. and do slide. 7. Observe riders for any physical impairment that compromise them on the slide. not allow them on the safety and do not allow 8. Ensure the crowd behaves in a safe and orderly manner. 9. Monitor riders in areas visible from assigned positions. 2.2 Attendant / Shutdown bowl: 1 lifeguard per slide Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown bowl immediately upon splashdown. Do not permit guests to congregate around shutdown bowl. 4. Be prepared to enter shutdown bowl to assist customers. 5. Do not allow any swimming or flotation devices in shutdown bowl. 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. March 13, 2017 Page 25 Project # 31548 Emerald Glen Aquatic Center 143 4. Water Flow Refer to attached mechanical drawing, A601, for design and commissioned water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. March 13, 2017 Page 26 Project # 31548 Emerald Glen Aquatic Center 144 SPEED SLIDE / FREEFALL/ HIGH SPEED waterslides (32, RS, SHUT) into shutdown lane, Slide AF The primary operating concern in the Speed Slide, Freefall and other high speed waterslides is to ensure the riders assume the correct riding position. In addition to written instructions below we recommend a pictorial representation of rider position on walkways leading to the slide, and at the top platform. 1. Posted Signs 1.1 Entry Station: Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load 1 person, 45-3001b. (20.4-136.4 kg). 2. Persons under 48 inches (1.22 m) tall or persons greater than 76 inches (1.93 m) are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swimwear with exposed zippers; buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back with legs firmly crossed at the ankles and arms folded across the chest. Riding this slide improperly may cause injury. 8. Riders must wait for the attendants start signal before starting the ride. 9. Do not uncross your legs or attempt to sit up until you come to a stop in the shutdown lane. 10. Do not run, dive, stand, kneel, rotate or stop in the slide. 11. At the end of the slide, obey all instructions by shutdown lane attendant and exit quickly. 12. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 1.2 Shutdown lane: Signs should be posted at the shutdown lane of the ride to convey the following rules and regulations: 1. Do not block the end of the slide. March 13, 2017 Page 27 Project # 31548 Emerald Glen Aquatic Center 145 2. Leave the shutdown lane quickly and orderly. 3. No swimming or flotation devices allowed in the shutdown lane. 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. 2.1 Attendant / top -1 attendant per slide Duties: 1. Ensure the crowd behaves in a safe and orderly manner. 2. Ensure all riders meet requirements. 3. Ensure eyeglasses are securely affixed to the riders. 4. Observe bathing suits for zippers, buckles, rivets, etc. and do not allow them on the slide. 5. Observe riders for any physical impairment that compromise safety and do not allow them on the slide. 6. Ensure all riders are in proper riding position before dispatching. 7. The attendant shall dispatch riders one at a time and shall not dispatch a rider until the slide landing area is clear of obstruction and any previous riders. 8. Monitor riders in areas visible from assigned positions. 2.2 Attendant / shutdown lane: 1 lifeguard per two slides Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown lane immediately upon splashdown. Do not permit guests to sit on or congregate around shutdown lane. 4. Be prepared to enter shutdown lane to assist customer out of lane. 5. Do not allow any swimming or flotation devices in shutdown lane. 6. Monitor water level and characteristics of the shutdown lanes. Shutdown lanes require extra attention to make sure water levels are at correct operating levels and flow transition has stabilized. Too little or too much depth in the shutdown lane will affect braking distance and characteristics. 7. Signal the dispatch attendant as to when it is okay to dispatch another rider: when i. flume and shutdown lane are clear of previous riders and, ii. water level has recovered to marked level and, iii. flow transition is stable between markings! March 13, 2017 Page 28 Project # 31548 Emerald Glen Aquatic Center 146 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. 4. Water Flow Refer to attached mechanical drawing, A601, for design and commissioned water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. March 13, 2017 Page 29 Project # 31548 Emerald Glen Aquatic Center 147 (iii) PART III MAINTENANCE GUIDELINES March 13, 2017 Page 30 Project # 31548 Emerald Glen Aquatic Center 148 Part III MAINTENANCE GUIDELINES FOR FRP FLUME If properly maintained, your waterslide will give you years of service and keep sliding the way it was meant to - SAFE and FUN. By keeping the slide and its components properly maintained, you will be ensuring high performance and long life. 1. Cleaning Maintenance requires removal of surface dirt, grease and suntan oil by cleaning the flumes with a soft -bristled brush and mild detergent such as 3M - "Multi Purpose Boat Soap". For hard water buildup (a white chalky discoloration) removal/maintenance use "C.L.R." or other cleaners specific for this purpose. For removal of difficult stains use a cut polish or rubbing compound and finish wax or a combination product such as 3M "Marine One -Step Fiberglass Restorer and Wax". 2. Waxing At least twice each year, the fiberglass finish should be waxed and buffed with high quality paste wax or polish such as 3M "Marine One -Step Fiberglass Restorer and Wax". On scratched, dull or faded areas use a fine buffing compound to restore the original gloss before waxing. Prolonged exposure to the ultra -violet rays of the sun can in time, cause discoloring and fading. We recommend using paste waxes or polishes containing ultra -violet screens. The more often the surface is waxed, the longer it will last. CAUTION: If you use power tools for buffing or polishing, use extreme care to prevent overheating the surface. Overheating a rubbing compound burns small gritty particles into the slide surface causing blistering and streaking. This may require the area to be sanded and repainted. 3. Joints Slide joints play an important role in rider comfort and pleasure. Proper maintenance will keep the joints smooth and trouble free for years. 3.1 Joint Caulking All fiberglass sections will expand and contract with temperature changes. Therefore, joints between sections are filled with a flexible, elastic caulking. Should the joints need re -caulking, all the old filler should be removed, the fiberglass should be cleaned and joints should be re -filled using a flexible polyurethane sealant. DO NOT use plastic filler that will harden. Under no circumstances should the joints be fiberglassed over. Excess joint caulking should be removed from the slide surface by scraping it off with a putty knife. Any remaining traces should be wiped off with lacquer thinner applied to a rag. Do not pour lacquer thinner directly onto a flume joint as it can dissolve the sealant. March 13, 2017 Page 31 Project # 31548 Emerald Glen Aquatic Center 149 3.2 Joint Roughness Joints may become rough with use, especially if metal articles are allowed down the slide. For minor chips and cracks, the joints may be fixed using the procedures outlined in Part III, Section 4. More serious cases may require power sanding that will cut through the gelcoat. This will require a spray application of new gelcoat by a trained person, finished by sanding and polishing and waxing as outlined in Part III. 4. Patching Chips and cracks may appear in fiberglass flumes from normal usage. The following sections outline procedures to repair minor damage to slides. Due to the hazardous nature of materials used and variability of application methods, we recommend that a qualified fiberglass laminator perform the repairs. 4.1 Minor Chips and Cracks In areas that have chips or cracks in the gelcoat only, or have a scratch that is deep enough to penetrate through the gelcoat to the fiberglass but not deep enough to go completely through the laminate, follow the procedures given in Part III, Section 4.4. NOTE: For damage that penetrates completely through or deep into the laminate, we recommend that a qualified fiberglass laminator perform the repairs. 4.2 Surface Cracks Hairline cracks, sometimes called spider webbing, or star cracks may develop in the gelcoat or surface coating of the fiberglass product. This is caused by a combination of weathering, vibrations, and/or impacts. Although unsightly, they do not necessarily affect structural strength. The hairline cracks can be fixed by sanding out the affected area with 100 grit sandpaper and re -coating the surface with gelcoat. Follow the patching instructions in Part III, Section 4.4.3, omitting steps 4 through 6. 4.3 Cracks around Flanges The area around the flanges of flumes contains a thick layer of gelcoat which is very stiff. Stresses from normal use may cause cracks in the gelcoat around the flanges. These are not structural cracks. Flange cracks may be remedied by sanding the affected area with 100 grit sandpaper and re -coating with gelcoat. Follow the patching instructions in Part III, Section 4.4.3, omitting steps 4 through 6. March 13, 2017 Page 32 Project # 31548 Emerald Glen Aquatic Center 150 4.4 Repair Procedures WARNING: Patching kits contain toxic, combustible and corrosive elements. Use only under well ventilated conditions. Do not inhale fumes. Seek medical attention if polyester resins are swallowed or inhaled. Should contact occur with the eye flush with water for 15 minutes and seek medical attention. If person is wearing contact lenses and the lenses did not flush out from the water, have the person try to remove AFTER the flushing procedure. If contents come in contact with skin or clothing, clean the area immediately with acetone. Before you start, you will need: 1 Sandpaper: 36 - 100 grit; 220 - 320 grit wet and dry; 600 grit wet and dry 2 Sanding block 3 Acetone 4 2" masking tape 5 Utility knife 6 Putty knife 7 Mixing board 8 Mixing cup 9 Fiberglass resin hardener (catalyst), use a peroxide based catalyst (MEKP) 10 Patching compound 11 Gelcoat paint 12 2" fine paint brush 13 Automotive cut polish 14 High quality paste wax such as "Turtle" wax 4.4.1 Storage Instructions Store uncatalyzed patching compound and gelcoat in closed metal containers in a cool area below 73° Fahrenheit (23° Celsius) out of direct sunlight. Do not allow to freeze. Store liquid catalysts in their original containers according to manufacturer's instructions. 4.4.2 Mixing Instructions Mix only small amounts at one time. The mixtures will harden in twenty (20) minutes to 1 hour, depending on the temperature and the amount of catalyst added. The mixture will harden faster at higher temperatures and with increasing amounts of catalyst added. Use caution when adding catalyst, over catalyzing will result in the mixture cracking. Do not pour catalyzed mixtures back into the can. Do not reduce materials with a "conventional" paint or lacquer thinner. March 13, 2017 Page 33 Project # 31548 Emerald Glen Aquatic Center 151 Patching Compound: Add one (1) part catalyst to one hundred (100) parts patching compound on the mixing board. Mix well. Gelcoat: Add one (1) part catalyst to one hundred (100) parts gelcoat in the mixing cup. Mix well. 4.4.3 Patching Instructions 1 Sand area to be patched with 36 -100 grit sandpaper. Feather sand to moulded surface and remove all rough edges. 2 Wash area clean with acetone and allow to dry. 3 Mask off area to be patched with 2" masking tape. 4 Using a putty knife, spread the patching compound smoothly over the prepared area to the top of the tape. NOTE: Area must be dry and clear of contaminants, such as dirt and sanded particles, etc. 5 Keep the patched area dry and allow 20 minutes to 1 hour to harden. 6 After the patch has hardened, sand the patched area flush to the surrounding surface with 100 grit sandpaper. NOTE: Sanding will remove the masking tape. Re -tape the area before painting. 7 Using a 2" fine paint brush, paint the area with gelcoat. Allow twenty (20) minutes to one (1) hour to dry. NOTE: The paintbrush and tools can be cleaned with acetone. 8 After the gelcoat has dried, remove the masking tape. Using a sanding block, wet sand with 220 - 320 grit sandpaper. Repeat with 600 grit sandpaper. 9 Buff painted surface with auto cut polish and wash clean with water. 10 Wax and buff painted surface with a high quality paste wax. March 13, 2017 Page 34 Project # 31548 Emerald Glen Aquatic Center 152 (iv) PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS March 13, 2017 Page 35 Project # 31548 Emerald Glen Aquatic Center 153 PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS 1. The ASTM standard F 2376-XX Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems. The ASTM standard F 2376 for Water Slide Systems is a standard developed specifically to cover Water Slide systems. The standard references several other standards which together form the basis of a complete standard for the Design, Manufacture, Construction and Operation of Water Slide Systems. Operators are encouraged to become active members of the ASTM F24 group. The fees are nominal and provide access to the relevant standards. Operators should be aware of these standards and the responsibilities outlined within them. General Description of Rides Waterslides use the flow of water to propel or lubricate the movement of riders down a fixed fiberglass flume section. The riders may ride alone with no vehicle, in groups on specially designed inflatable inner tubes or on a custom made inflatable boat or raft. The riding configuration depends on the specific product and the method of riding. Description of Motion Waterslide flumes are fixed in position and do not move. Propulsion is from gravity aided by water flow in the flume. Riders with or without vehicles will experience motion and accelerations consistent with the flume path. Movements include right and left turns, vertical curves, and deceleration at the finish. Riders or vehicles shall maintain constant contact with the flume ride surface. Operational Restrictions Due to Weather Wind - Waterslide structures are designed to withstand wind loads specified in the building code in force for the ride locations. WhiteWater recommends suspending operation during sustained winds in excess of 40 mph (64 kph). Lightning - Virtually all waterslides use elevated towers as starting platforms. Operation of rides should be suspended during any storm or weather conditions where lightning may occur. Rain - Rain will have no effect on the operation of the slides, with one exception. All flumes rely on the cushioning and braking action of the specified water flow. Rain water can create a very slippery surface and without the braking action of the larger water flow can create an extremely hazardous condition. Under no circumstances should the slides be operated without the main water supply running at specified capacity. March 13, 2017 Page 36 Project # 31548 Emerald Glen Aquatic Center 154 Safe water flow The water flow rate is important to the safe operation of the ride. Operators shall make sure that the water supply is adequate. Insufficient water volume can result in higher speed. The water tends to restrain and cushion motions and impacts as well as reduce speed. Evacuation and Emergency Procedures In an emergency situation affecting the slide: 1 Top attendants shall cease dispatch of all riders. 2 If water flow is impeding the remedy of the emergency situation, use E-stop to turn off power to the pump(s). 3 Riders in the slide shall continue down the slide and exit normally if possible. 4 Attendants shall ensure all riders have exited the slide either through the bottom or at egress locations. 5 Patrons may remain queued on tower and stairs if they are not affecting the emergency situation. 6 If necessary to evacuate the tower, patrons shall be guided by top attendant to exit via the stairs from the start tower or egress location. 7 Slide should remain closed until cause of emergency situation is investigated and resolved. 8 In case of serious injuries or problems, operator should notify manufacturer and other regulatory bodies as required by law. 2. The ASTM standard F 853 - XX Standard Practice for Maintenance Procedures for Amusement Rides and Devices. The ASTM Standard F 853 for Amusement Rides and Devices is a broad -based standard covering all the various rides and attractions encountered in the amusement industry. Most of the requirements are directed at complex mechanical devices that are subject to wear. These devices may have critical connectors and linkages that must be inspected regularly to avoid catastrophic failure. Waterslides in general are quite simple. The following is WhiteWater's requirement for inspection of waterslides to conform to ASTM. These are to be used in conjunction with WhiteWater's Operation & Maintenance Manual. Operational Tests of Critical Operating Items Waterslides use water pumped into the starting area of the ride to operate. The water volume is important to safe operation of the ride. In general, the less water volume pumped, the faster the rider will travel. If during operation, the water supply is restricted or fails, operators shall suspend operations when water volume is below specified operating requirements. A basic operational test should be performed daily in accordance with the Waterslides Operations & Maintenance Manual. March 13, 2017 Page 37 Project # 31548 Emerald Glen Aquatic Center 155 Inspection of the fiberglass and sliding surface must be made daily in accordance with the Waterslides Operations & Maintenance Manual. Small chips or surface imperfections may cause injury to riders. Recommended Maintenance/Inspection The daily inspection of the slides is detailed in the Waterslides Operations & Maintenance Manual Part I - Section 3 and Part III - Section 1, which covers the operational components of the slide. The only other items that should be inspected are the supporting structures for the slides and start platforms. Inspection of supporting structures: • Steel structures that are hot dipped galvanized will require visual inspections on a semiannual basis. Areas around field welds should be carefully checked and touched up with zinc rich paint as necessary. If rust streaking occurs, the source should be identified and attended to. If steel structures are ten years old or greater, a comprehensive professional inspection should be performed. • Steel structures that are painted without galvanizing should be visually inspected on an annual basis. If steel structures are five years old or greater, a comprehensive professional inspection should be performed. • Wood structures should be visually inspected annually for integrity, tightness of fasteners and general condition. If wood structures are over five years old, a comprehensive professional inspection should be performed. Climactic and operation conditions vary greatly and will affect the interval times above. In more corrosive environments such as seaside or some indoor installations, the interval times should be reduced. Other routine checks completed annually: • All concrete filled stairs and decks should be visually inspected for worn finishes on the nosing and cracked concrete. The underside of the metal decking should be checked for deterioration. • All welds should be visually inspected for condition and all bolts should be snug. • Anchor bolts should be checked for tightness and corrosion. Grout around base plates should be in good condition. • Inspection and maintenance of fiberglass should be performed as per the WhiteWater Operations & Maintenance Manual Part III. Comprehensive professional inspections should be performed by a qualified engineering or inspection firm. They perform inspections with methods they deem appropriate to assure accurate review of the structure. These methods may include non-destructive testing using ultrasound or other techniques. Inspection would include condition of metal components, welds, bolts, and any other critical items. The inspecting agency should produce a certificate of inspection and/or a report on condition for review by a qualified engineer. March 13, 2017 Page 38 Project # 31548 Emerald Glen Aquatic Center 156 Fiberglass Wear Limits The fiberglass should be inspected regularly as per the WhiteWater Operations & Maintenance Manual Part I - Section 3 and Part III - Section 1. The riding surface of the flume is subject to wear and weathering. The exterior of the slide is subject to weathering. The fiberglass should be inspected professionally if five years old or older. Other Wear Limits Rides using boats will experience wear on the boats. If the wear is excessive it may impair the function of the boat and operation of the ride. This is especially true if the ride uses shutdown lanes. The wear should be checked in accordance with the boat manufacturer's recommendations. Replacement Fasteners All replacement fasteners shall conform to the standards specified in the engineering drawings. Electrical / Mechanical Systems Operation and Maintenance All electrical motors, pumps, controls etc. shall be inspected and maintained in accordance with their manufacturer's recommendations. All pump intake grating or screens must be inspected to ensure that no structural flaw is evident. Note: Whenever inspection or maintenance work is being done on electrical/mechanical systems, including pump intake grating, all related equipment must be electrically isolated using recognized equipment lock out procedures. March 13, 2017 Page 39 Project # 31548 Emerald Glen Aquatic Center 157 Location: Weather: Appendix 1-I TYPICAL DAILY WATER QUALITY LOG Date: WATER TEST FILTER CHECK Time Chlorine Count pH Water Clarity Backwash Temperature 10: 11: ................... 12: ................... 13: ................... 14: ................... 15: ................... 16: ................... 17: ................... 18: ................... 19: 20: 22: ................... 23: 24: March 13, 2017 Page 40 Project # 31548 Emerald Glen Aquatic Center 158 Appendix 1-II TYPICAL FIRST AID REPORT First Name of Victim: ................................................................................ Last Name: Mailing Address: ........................ City: .................... Zip/Postal Code: State/Province: Phone #: Middle Initial: Name of Person Filling Report: .................................................................................................................................................................................................. Location Address: City: i State/Province: Zip/Postal Code: Location Phone #: Location Name: Date (MM/DD/YY) and Time of injury .........................................................................................................................................................................i Date and Time Injury Reported to First Aid Attendant Location of Accident: What Happened — Victim Statement: .........................................................................................................................................................................[ ..................... Name of Witness: Witness Mailing Address: City: What Happened — Witness Statement: First Aid Attendant Description of Injury: Was an Ambulance called (circle) Yes / No ..................................................................................................................................................................... Manager Statement: (day) 20 , at a.m. / p.m. (day) 20 at a.m. / p.m. State/Province: Postal Code: Manager on Duty: I hereby certify that the above statement is true to the best of my knowledge. ..............................................................................................[................................................................................................................:...................................................................................................................................:.................................................................................................................. Victim Signature Witness Signature First Aid Attendant Signature 1 anager on Duty Signature March 13, 2017 Page 41 Project # 31548 Emerald Glen Aquatic Center 159 Appendix 1-III EMERGENCY PHONE NUMBERS Location Name: Location Phone: Location Address: DIAL 911 for Police, or Medical Emer enc if available in our area EMERGENCY SERVICES Police: Hwy Patrol: Sheriff: Ambulance: PLUMBER VENDING MACHINE COMPANY Company Name: ............................................................. Contact Name and ...........: Phone: Secondary Contact Name and Phone: Company Name: ..............................: Contact Name and Phone: Secondary Contact Name and Phone: lIMISPEntRAL CONTRACTOR IMIVATERSLIDE MANUFACTURER Company Name: ................................................................................: Contact Name and Phone: ................................................................................: Secondary Contact Name and Phone: Company Name: WhiteWater West Industries Ltd. Contact Name and 604-273-1068 Phone: ............................................................................ Secondary Contact Name and Phone: ELECTRICIAN Company Name: Contact Name and Phone: .............................................................................. _: Secondary Contact Name and Phone: Company Name: Contact Name and Phone: .................................................................................: Secondary Contact Name and Phone: SWIMMING POOL SUPPLY Company Name: Contact Name and Phone: Secondary Contact Name and Phone: Company Name: Contact Name and Phone: Secondary Contact Name and Phone: March 13, 2017 Page 42 Project # 31548 Emerald Glen Aquatic Center 160 ADDENDUM: SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET, FREE FALL, SLIDE AF March 13, 2017 Page 43 Project # 31548 Emerald Glen Aquatic Center 161 FLOW RATE DIMENSION -A (SPECIFY UNITS) DIMENSION-B (SPECIFY UNITS) DIMENSION-C (SPECIFY UNITS) G 1121 DETAIL G PROJECT NAME PROJECT NUMBER SLIDE NUMBER CERTIFIER FINAL MEASUREMENTS 240 20 GPM 6 IN 78 FT. 2 IN 3000 TYP (x8) CAUTION - HYDRAULIC LOCATION IS FOR REPRESENTATION PURPOSES ONLY. FINAL HYDRAULIC LOCATION TO BE DETERMINED DURING COMMISSIONING. DIMENSION B OPERATING WATER DEPTH MEASUREMENT LOCATIONS H MEASURE 1 '-0" 300 AWAY FROM JOINT EMERALD GLEN AQUATIC CENTER DETAIL H 1500 TYP (x2) DIMENSION C IS THE MINIMUM DISTANCE FROM THE HYDRAULIC TRANSITION WHERE AN ACCURATE READING CAN BE TAKEN. UPDATED WITH FINAL MEASUREMENTS MAP 2.31.9 F. REVISION DESCRIPTION,IME RECORD DATE DESIGN BY oCB �� JUN 052017 PROJ G HECK CB JUN 062017 DN0 SJ JUN 062017 DRAFTING CHECK CB JUN 062017 CA 1'60 PI No NOTE:- METRIC DIMENSIONS METRIC MM IMPERIAL [IN] WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way. Richmond_ B.C. Canada 06W 117 31548 AF ANDY MULLIGA N 162 Tel (604) 273-1068 CERTIFIER DATE Fax (604) 73.4518 -MAR-2018 SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET EMERALD GLEN AQUATIC CENTER 31548 31548-AF-S1270 • REA I ][163j ADDENDUM: PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE March 13, 2017 Page 44 Project # 31548 Emerald Glen Aquatic Center 164 PROCEDURE ii,, WHITEWATER PROJECT NO. - DOCUMENT NO. 428676 REVISION X3 CREATED BY R.S. DATE 2017-07-06 APPROVED BY C.B. DATE 2018-03-05 TITLE PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE .0 (v) OBJECTIVE The objective of this procedure is to outline the procedure for the Owner/Operator to perform annual operational testing on their slide to ensure that it's operating within its prescribed operational limits. 2.0 (vi) SCOPE The scope of this document is limited to high speed body slides with shutdown lanes. 3.0 (vii) PROCEDURE FOR OPERATIONAL TESTING This section will outline the procedure for the Owner/Operator to perform annual operational testing on their slide to ensure that it's operating within its prescribed operational limits set during commissioning. 1. Inspect the slide surface and joints for defects such as chips and cracks. Perform remedial work as necessary. 2. To ensure optimal slide performance, the slide surface must be clean and free of scale and residue. Clean and wax the slide surface, per the O&M, if the slide surface is compromised. 3. Turn on the slide pumps. Ensure valve lockout tags installed during commissioning are still in place and haven't been tampered with. Verify that all flow meters are functional and reading within the prescribed range documented within the completed "shutdown lane flow transition data recording sheet" for the given slide. 4. Inspect the shutdown lane settings. Ensure that the flow transition is approximately centered within the flow transition markers, and that the water depth at the end of the shutdown lane is at the height of the depth marker set during commissioning. Refer to the completed "shutdown lane flow transition data recording sheet" for commissioning settings. 5. Document all slide settings; including slide surface quality, flow rate, location of flow transition, weir height, and depth of water in the shutdown lane. 4.0 (viii) REFERENCE Refer to the "shutdown lane flow transition data recording sheet" completed for the given slide during commissioning. This sheet provides the final, commissioned flow, depth and transition location measurements. WHITEWATER WEST INDUSTRIES LTD. Richmond, BC Canada Ph. (604) 273-1068 6700 McMillan Way Fax. (604) 273-4518 V6W 1J7 Web. www.whitewaterwest.com Page 1 of 1 165 Corporate Head Office WhiteWater West Industries Ltd. 6700 McMillan Way • Richmond • BC V6W 1,17 • Canada www whitewaterwest.com 166 Waterslides Operations & Maintenance Manual Prepared for: Emerald Glen Aquatic Center — Slide AE (AquaDrop Slide) Dublin, CA Reviewed and submitted by: Project No. 31548 Date: April 26, 2018 A Claudio Barrera, P.Eng Eric Sinclair Project Manager 167 Table of Contents LOCATION DRAWINGS Group A Slide Path Layout — Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No. A200 Engineering Issued Dated December 1, 2015 Shutdown Lane Marking Procedure — Emerald Glen Aquatic Center — Dublin, CA Project No. 31548 Drawing No. S290 Engineering Issued Dated December 1, 2015 Part I GENERAL OPERATING GUIDELINES 5 1. Customers 5 1.1 Posted Signs 5 1.2 Access 5 1.3 Physical Condition 5 1.4 Visitors and Spectators 6 1.5 Food and Drinks 6 2. Attendants 6 2.1 Top of Slides 6 2.2 Splash Pool 6 2.3 Runout Lane 7 2.4 Water Treatment 7 2.5 Pool Operations 7 3. Inspections 7 3.1 Slide Inspections 7 3.2 Mechanical Inspections 8 3.3 Chemical Inspections 8 4. Accidents 8 4.1 Incident Reporting 9 4.2 Floatation Devices 9 4.3 Slips and Falls 9 4.4 Bodily Collisions 9 4.5 Chemical Hazards 10 5. Emergency Procedures 10 6. Operator's Changes 11 Part II SPECIFIC OPERATING GUIDELINES 13 AQUADROP SLIDE waterslides (32) into shutdown lane — Slide AE 13 1. Posted Signs 13 1.1 Entry Station 13 1.2 Shutdown lane 13 2. Attendants 14 2.1 Attendant / top - 1 attendant per slide 14 2.2 Attendant / shutdown lane: 1 lifeguard per two slides 14 April 7, 2016 Page 2 Project # 31548 — Emerald Glen Aquatic Center 168 3. Vehicles 15 4. Water Flow 15 Part III MAINTENANCE GUIDELINES FOR FRP FLUME 17 1. Cleaning 17 2. Waxing 17 3. Joints 17 3.1 Joint Caulking 17 3.2 Joint Roughness 18 4. Patching 18 4.1 Minor Chips and Cracks 18 4.2 Surface Cracks 18 4.3 Cracks around Flanges 18 4.4 Repair Procedures 19 4.4.1 Storage Instructions 19 4.4.2 Mixing Instructions 19 4.4.3 Patching Instructions 20 PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS 22 1. The ASTM standard F 2376-XX Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems. 22 2. The ASTM standard F 853 - XX Standard Practice for Maintenance Procedures for Amusement Rides and Devices 23 Appendix 1-1 26 Appendix 1-11 27 Appendix 1-III 28 PART V AQUADROP OPERATIONS MANUAL PART VI AQUADROP MAINTENANCE MANUAL ADDENDUM: SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET, AQUADROP, SLIDE AE ADDENDUM: PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE ADDENDUM: MECHANICAL DRAWINGS April 7, 2016 Page 3 Project # 31548 — Emerald Glen Aquatic Center 169 Ali lb. ..di Olt. Ih. IL JSIL •,+' 'JI = 197 11111111119111111111111111111111111111111111111111111 1111111111111111111111111 11111.111.1idlindill..P. Mika...MEM... .11... �u ��' I k 1111111111111 11111 11 1 .�_ I11IIIIIIIIII 11 61 11111111111111111101 h-i-di,lif ,.. i IdkIbhi1_i_ 1 1i 1 111 R 1111 lI!Idd I i iiiiiiiil �93'�3��' YOUT ND'DET;JIS ■ ,. ■�..■.....�w��ririri SEE : � •. r� r m�� I ti J I _ , i r I III airy FLUME INV. AD1 II + IN 1 1,—. I Ipr �I % IA I) ■ ■ �i> . y i r 1 1 N Ei-a-, 1 I Et\ , t°, ■�0(3) L■::'._ 0;' —dor fert,:), lik. 3 B(3 C J 101114 OVA \ r� .. J •! � � '•� fir` � (4 ■ ` k ..' p f iiiiing% sal.. 'N‘:"4. IiIIMMEriliik., i I I �,� • 199 AA(20 +JC; AMEN LYRiII Ii•li�I raMM111=1M 111.4.!`141!i44:%11.431 v., '•- I I I 1 I Slide Information detaIIs Emerald Glen Aquatic Center, Dublin, California, Project #31548 Ride Serial Number Date cif M anufarture Ride Name Product Family Ride Speed V' ater FIo.1 F assenger Cap t'r by Weight Fassen;erCapacr by Number M iiinum Rider Height Vehicle Type Patent Number 5154 - AE 2015 AquaDrop Version 5 (Rey F) maximum 48..5 feet per ezcnd design 570 USgailons per n nute 300 pounds one person 4g ches no)�elrle www.w hitewaterlrl est.com ii!u.i , ---IIIWEENI I! r WIMP' M-I 1•• iceli‘iirl MIMI I — JIII MEM E21.41%* -i.-., _ ,.i. -40, ip tv --,iirr.1110i. Illi Ilk El MV7r._,,_ liwil MEM ENTErairhaallErauflilrilli II 1 J!I1 mrrimilmomen lir I la II iii 1 Allitm1 WI Imii 111117.1.1111111111EN • ligmEmosetmelir- 4 ....,mi 4 ni ■I ir. LINVA1 =iL 7:ir• 12: ME . Iiiiiiiiiiiiiiiiiiiill •• is mama•: : i■ ■ Now MEM El in Vin � 5 O ti15 It 11�1 II Ay; TL.INI I\/IARKINI(Zq Ann l \A/L.TPR I P\/PI Laq PPR 11RLa\A/INI(, g7A(1 r SLIDE PATH LAYOUT SCALE 1/811=1'-o• I.L.T a a �PJJI }•. F'• ti r •y r P fl, 1 I ein NOTES: 1. FOR GENERAL NOTES AND SPECIFICATIONS SEE DWG 130. LEGEND: INDICATES YOKE LOCATION r(.7. O INDICATES COLUMN LOCATION ISSUED FOR CONSTRUCTION REVISED AS NOTED REVISED AS NOTED REVISED AS NOTED REVISED AS NOTED DRAWN BY KS SCALE REVISION DESCRIPTION/ISSUE RECORD PROJ. ENG. CHECK AUG 20/2015 DATE DRAFTING CHECK DATE AUG 20/2015 ARCHIVE FILE No DEC 01/2015 OCT19/2015 SEP 3012015 SEP 2512015 SEP 1412015 31548A200 NOTE:- IMPERIAL DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET ALL OTHER DIMENSIONS ARE IN FEET AND INCHES WHITE WATER 1110 WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 1J7 Tel (604) 273-1068 Fax. (604) 273-4518 GROUP A SLIDE PATH LAYOUT EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES 3154E A2X 70 FILE : C:\Slidesl \ Rides \xxx-Shutdown Lane Solutions \SS-Profile_32AT-Freefall_14599-Mansfield \ S290_1 61 RODUCED OR USED ON 0 N ✓ a N M a M 3 O N `o 0 N a Q 0, 0 61 Z• 61 O Q O O C `a NO O u O 6 � 3 • m O - o 0)) I— 0 N rc Q i NOTE: AFTER CERTIFICATION MEASURE "A" & "B" AND PROVIDE MARKERS FOR ALL TYPES OF SHUTDOWN LANE AS SHOWN IN DETAIL 2 & 3. PROVIDE PERMANENT MARKER INDICATING OPERATIONAL WATER DEPTH SEE DETAIL 2 B PROVIDE PERMANENT MARKER INDICATING FLOW TRANSITION LOCATION SEE DETAIL 3 If I- A 3'-0' (300mm) FLOW TRANSITION LOCATION ELEVATION - SHUTDOWN LANE OPEHATIOHAL WATER LEVEL DO NOT DISPATCH RIDER UNTIL SHUTDOWN LANE FULL TO LEVEL MARKINGS A.1Fel ti MI • WATER DEPTH MAR PROVIDE 1"(25mm) THICK WATERPROOF ADHESIVE TAPE OF CONTRASTING COLOUR ON EACH SIDE OF FLOW TRANSITION LOCATION NOTE: 1. FOR GENERAL NOTES AND SPECIFICATIONS SEE DWG 130. 2. SLIDE OUTL DU NOT DISPATCH RIDEI UNTIL FLOW TRANSITION I BETWEEN MARKINGS 1lb 1' DETAIL 3 SCALE 1:10 FLOW TRANSITION LOCATION 1 wrikpi oEsis EDP. PMENG clEcx eAr. N Kamarzzna DRAWN APR 26 2013 naac.w, rxcsxN APR 26 2013 Kamarzina APR 262013 - APR 262013 NOTE:- METRIC DIMENSIONS Al I FI FVATIONS AND CO-ORDINATFS ARF IN MFTFRS AcL BITER Bi6EN5 Nn3 ARE IN MILLIMETERS ITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 1J7 SHUTDOWN LANE MARKING PROCEDURE IDRAWING . 1 OLU u.uu PART I GENERAL OPERATING GUIDELINES April 7, 2016 Page 4 Project # 31548 — Emerald Glen Aquatic Center 172 Part I GENERAL OPERATING GUIDELINES Important Notice The following operating procedures are presented to waterslide owners as guidelines only. They are not intended to be mandatory or exhaustive. These guidelines do not replace proper consultation with designers, manufacturers and legal counsel, and compliance with local, state (provincial) and federal laws and regulations involving, but not limited to: health, safety and building codes. General Operating Considerations 1. Customers While customers are the key ingredients to the success of any waterpark, certain rules and procedures must be made clear for the park to function efficiently and safely. 1.1 Posted Signs A sign must be posted at the entrance to the waterpark that states user responsibility and conveys the following rules and regulations: 1 Read and obey all posted signs. 2 Obey all instructions given by the attendants and operators. 3 No glass, cigarettes and/or food are permitted in the water slide area. 4 Anyone under the influence of alcohol or drugs will not be permitted in the park. 5 Pregnant women and those with a history of heart problems or back trouble should not use the slides. 6 Failure to follow rules and instructions can lead to serious injuries. 7 Ride at your own risk. Note: Specific sign requirements for each waterslide are detailed in Part II - Specific Operating Guidelines. 1.2 Access Provisions must be made to prevent customers from entering the water slide at any points other than at the designated entry access points. 1.3 Physical Condition Waterslide customers must be checked for proper swimwear and adequate physical condition. Swim attire should not have any metal parts that could damage the slides or cause injuries. Customers who show signs of drug and/or alcohol impairment will not be permitted on the site. April 7, 2016 Page 5 Project # 31548 — Emerald Glen Aquatic Center 173 1.4 Visitors and Spectators Visitors and spectators should be physically separated from the areas used by sliders. They should be kept a safe distance away from any wet areas and not be permitted to interfere with the sliders. 1.5 Food and Drinks No food or drinks are allowed in the immediate area of flumes and pools or on decks, stairs and walkways surrounding flumes and pools. Food and beverages should be confined to visitor and spectator areas or similarly marked areas for sliders. Trash containers should be provided to keep litter off decks and walkways and out of flumes and pools. 2. Attendants Waterpark attendants are responsible for safe and orderly conduct of customers, safe entry and exit of riders from the slides, general crowd control and emergency procedures. During operating hours, there must be at least one attendant on duty at all times who has completed a Red Cross or equivalent Standard First Aid and Safety course. This person must also be competent in carrying out any emergency procedures specific to the slide he or she is operating. Every water slide should be equipped with a battery or electronically operated system to provide voice communication between attendants at different locations on the slides and park office or permanently manned control center. 2.1 Top of Slides The area at the top of every water slide must be supervised by at least one attendant who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers enter slides or rafts/mats properly. • Ensuring that customers are dispatched at safe intervals. • Visually surveying all areas of the water slide that are visible from attendant's position, with the exception of the splash pool, and communicating any problems to the other attendants. • Ensuring that customers meet the minimum and/or maximum restrictions for the slide. • Ensuring that any vehicles used are in good condition and if inflated, inflated properly. 2.2 Splash Pool The recommended depth for the splash pool is 3.5 feet (1.07 metres) except otherwise noted in special conditions and therefore must be supervised by at least April 7, 2016 Page 6 Project # 31548 — Emerald Glen Aquatic Center 174 one certified lifeguard who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers move into and out of splash pool in a quick and orderly manner. • Controlling running, horseplay or other unsafe behavior on pool decks. • Ensuring pool water levels are correct. 2.3 Runout Lane The runout lanes of waterslides must be supervised by at least one attendant who has continuous and direct supervision of that area and is responsible for: • Ensuring that customers conduct themselves in a safe and orderly manner. • Ensuring that customers exit runout lane in a quick and orderly manner. • Controlling running, horseplay or other unsafe behavior on slide apron. • Ensuring water levels are at level marks and flow transition is within indicator markings. 2.4 Water Treatment A specific person on each shift should be responsible for chlorination and water treatment procedures. They should be thoroughly trained in all aspects including, routine operations, handling, connection, disconnection, emergency procedures and leak control procedures. A safety chart should be posted in or near the chlorination room and a second safety chart should be placed in the pool office near the telephone. Emergency telephone numbers should also be shown on the safety charts. 2.5 Pool Operations A specific person on each shift should be made responsible for all swimming pool operations, such as: circulation and filtering system operation, maintenance, inspections, backwashing and cleaning. They should be thoroughly trained by an expert in swimming pool operations. 3. Inspections Permanently bound log books should be kept to record all inspections, operational tests, water quality monitoring, all accidents and unusual occurrences. Log books should be kept for a period of at least six (6) years from the date of the last entry. Log book entries that cover the twelve (12) month period previous to the last entry in the log book should be kept readily available. 3.1 Slide Inspections Daily inspections must be made to check for: • obstructions in slide paths April 7, 2016 Page 7 Project # 31548 — Emerald Glen Aquatic Center 175 • cracks, chips or bubbles in sliding surfaces • rough patchwork at joints or cracks • caulking protruding from joined flanges • leaking seals at joints • loose risers on turns • excessive movement of flumes when walked on • joints opening up • proper inflation and condition of rafts, tubes and vehicles • landing or pool bottom padding, if used, is in good condition and properly secured. 3.2 Mechanical Inspections Daily inspections must be completed on each waterslide: • before water is circulated to ensure no safety hazards exist • with the water circulating to ensure there is sufficient water flowing in the channel and correct water level is in splash pool or runout lane • to ensure that all the pumping and filtration equipment is operating correctly • to ensure that conveyor system is operating properly and poses no hazard It is the attendant's responsibility to ensure water flow is maintained in accordance with manufacturers' guidelines. Serious hazards may develop when flow is interrupted in a flume. 3.3 Chemical Inspections Proper water chemical balance must be obtained each day before the facility is opened to the public. While the facility is operational, water quality testing should be performed at intervals in accordance with local health authority's guidelines. Inspections should also be made during periods of heavy usage to ensure circulation and filtration systems are handling peak loads. The attendant must keep logs of all water testings performed. A typical form for water quality testing is shown in Appendix 1-I. The attendant must ensure that customers cannot come in contact with water treatment, re -circulation and filtration equipment. Mechanical and chemical storage rooms must be locked at all times to prevent customer access. 4. Accidents The most common accidents in waterparks are: slips and falls, collisions between one riding customer and another customer, impact with the pool surface, and abrasions from sidewalls. Operators should keep detailed logs of all reported accidents onsite. A typical accident report form is included in Appendix 1-II. April 7, 2016 Page 8 Project # 31548 — Emerald Glen Aquatic Center 176 4.1 Incident Reporting The owner or operator shall notify the manufacturer (Whitewater West Industries Ltd.) of any known serious incidents that require immediate hospital admission. Minor injuries that may or may not require treatment shall be reported to the manufacturer if deemed to be related to the equipment design or function. There may be local jurisdiction and laws requiring notification of incidents. The owner or operator may be required to notify these local jurisdictions in addition to the above. 4.2 Floatation Devices The operator should not infer that rafts, tubes or any other floatation device, with exception of government approved life jackets, offer the user any safety benefit. Where unapproved floatation devices are provided, signs should be posted stating they are for pleasure only and should not be used as a substitute for approved floatation devices. 4.3 Slips and Falls Slips and falls are a constant concern in all areas of the waterpark. All surfaces intended for pedestrian traffic, whether in the water, on walkways, on loading platforms or on stairs should be made and maintained slip -resistant. Proper periodic maintenance of walking surfaces should be carried out to remove the growth of algae and fungi which could inhibit the surfaces intended function. Adequate drainage should be maintained around all areas of the slides. The entry section to flumes should be given particular attention with respect to slips and falls. The combination of the flowing water and the customer contacting water on a slippery surface for the first time can be confusing and disorienting. The exit area of the splashdown pool will always be wet and flowing with water which requires special attention with respect to slip -resistant surfaces, drainage and number and location of attendants. To minimize slip and fall type accidents, attendants throughout the waterpark should control running and horseplay. 4.4 Bodily Collisions Bodily collisions occur in flumes and splash pools as a result of riders traveling at different speeds and riders slowing or stopping in the flume. Restricting traffic flow with proper dispatching intervals can minimize these bodily collisions. The top attendant and lower attendant must have a view of much of the slide and a means of communication between them. The entry attendant must be alert and aware that people will travel at different rates due to variations in body weight, body friction, and rider position. Generally, the heavier the person, the faster the rider will travel. Slippery materials like nylon slide much faster than cotton clothing. All other factors being equal, riders in a sitting position will travel slower than a person lying flat on their back. Under no circumstances should customers be permitted to ride flumes in April 7, 2016 Page 9 Project # 31548 — Emerald Glen Aquatic Center 177 a standing position. Similarly, running or leaping entry into flumes is not to be permitted. In addition to slide entry attendants, use of signal lights or electro-mechanical starting gates should be considered for rider entry control. As bodily collisions in splash pool area cannot be fully controlled even with proper entry rates; splash pool attendants should be well trained, attentive and aggressive, continuously urging and encouraging customers to leave the flume discharge and splash pool area as quickly as possible. They must be alert to the possibility of problems and be prepared to enter the water at any time to assist a customer. In the event of a delay at discharge, following riders should be stopped at the entry. Riders tend to congregate in the pool because they are temporarily confused and disoriented upon impact with the water, to wait for their friends who are coming behind, or to socialize with persons in the splash pool. Collisions also result from multiple rider entry (i.e. trains). This practice is absolutely prohibited even for small children being carried on their parent's legs. If marker buoys or lane ropes are used in the splash pool, they must be arranged so they do not become obstacles for riders. Such devices, if used, should float and be simple in design to avoid the possibility of entangling riders. 4.5 Chemical Hazards Personnel must be fully trained in the use of water chemicals. Potentially fatal accidents could result from the release of gaseous chlorine. Improper chemical control could result in skin and eye irritation from excessive treatment. Bacterial problems could also arise from inadequate treatment. 5. Emergency Procedures Every park must have an emergency plan with specific procedures covering: • crowd control • park evacuation • drowning • heart attacks • cuts and burns • neck and spinal injuries • power or other utility failures • fires • security (fights, robbery, vandalism) • exposure to chlorine • environmental conditions (e.g., lightning, windstorms, hail, earthquakes) An emergency plan should address those factors which affect, human safety, protection and correction of equipment, and customer relations. All employees should be trained and drilled periodically in the execution of the emergency plan. The emergency plan April 7, 2016 Page 10 Project # 31548 — Emerald Glen Aquatic Center 178 should be easily accessible and be located with first aid equipment and emergency telephone numbers. Each facility should have a list of current emergency numbers posted by a telephone. The list should include the contact information for the nearest available doctor, ambulance service, hospital, rescue service, police department, fire department and poison control center. A typical emergency telephone list is shown in Appendix 1-III. Each facility should have available the following first aid supplies: • A standard 24-unit first aid kit stocked and readily accessible for use. • A stretcher and blankets. • A standard plywood backboard or other acceptable splint for persons with back and neck injuries. • An area or room set aside for the emergency care of injuries. 6. Operator's Changes WhiteWater should be advised of any changes made in slides, structures or equipment, manufactured, designed or installed by WhiteWater West Industries Ltd. Changes could affect the safety of the attraction. April 7, 2016 Page 11 Project # 31548 — Emerald Glen Aquatic Center 179 PART II SPECIFIC OPERATING GUIDELINES April 7, 2016 Page 12 Project # 31548 — Emerald Glen Aquatic Center 180 Part II SPECIFIC OPERATING GUIDELINES AQUADROP SLIDE waterslides (32) into shutdown lane — Slide AE The primary operating concern in the AquaDrop is to ensure the riders assume the correct riding position. In addition to written instructions below we recommend a pictorial representation of rider position on walkways leading to the slide, and at the top platform. 1. Posted Signs 1.1 Entry Station: Signs should be posted at the entry station of the ride to convey the following rules and regulations: 1. Maximum operational load 1 person, 45-3001b. (20.4-136.4 kg). 2. Persons under 48 inches (1.22 m) tall or persons greater than 76 inches (1.93 m) are not permitted on this ride. 3. Eyeglasses must be securely affixed to riders with head straps. 4. Swimwear with exposed zippers; buckles, rivets or metal ornamentation are not permitted. 5. Only one rider to enter the flume at a time. Single Riders only! 6. Never form chains. 7. Slide must be ridden feet first lying on your back with legs firmly crossed at the ankles and arms folded across the chest. Riding this slide improperly may cause injury. 8. Do not uncross your legs or attempt to sit up until you come to a stop in the shutdown lane. 9. Do not run, dive, stand, kneel, rotate or stop in the slide. 10. At the end of the slide, obey all instructions by shutdown lane attendant and exit quickly. 11. CAUTION: For safety reasons, pregnant women and persons with heart conditions or back trouble should not ride this slide. 1.2 Shutdown lane: Signs should be posted at the shutdown lane of the ride to convey the following rules and regulations: 1. Do not block the end of the slide. 2. Leave the shutdown lane quickly and orderly. 3. No swimming or flotation devices allowed in the shutdown lane. April 7, 2016 Page 13 Project # 31548 — Emerald Glen Aquatic Center 181 2. Attendants Attendants should be alert to controlling crowd behavior, ensuring safe and orderly entry and exit and controlling the proper entry rate into the slide. FURTHER INSTRUCTIONS FOR THE LAUNCH MECHANISM AND AQUADROP RIDE ARE CONTAINED IN OTHER SECTIONS OF THIS MANUAL. OPERATORS MUST BE TRAINED AND FAMILIAR WITH THESE SECTIONS. 2.1 Attendant / top - 1 attendant per slide Duties: 1. Ensure the crowd behaves in a safe and orderly manner. 2. Ensure all riders meet requirements. 3. Ensure eyeglasses are securely affixed to the riders. 4. Observe bathing suits for zippers, buckles, rivets, etc. and do not allow them on the slide. 5. Observe riders for any physical impairment that compromise safety and do not allow them on the slide. 6. Ensure all riders are in proper riding position before dispatching. 7. The attendant shall dispatch riders one at a time and shall not dispatch a rider until the slide landing area is clear of obstruction and any previous riders, and signal from attendant at shutdown lane that it is OK to dispatch. 8. Monitor riders in areas visible from assigned positions. 2.2 Attendant / shutdown lane: 1 lifeguard per two slides Duties: 1. Ensure customers conduct themselves in a safe and orderly fashion. 2. Do not allow riders to block the end of a slide. Delay dispatch of next rider if the slide landing area is obstructed. 3. Ensure that all riders exit the shutdown lane immediately upon splashdown. Do not permit guests to sit on or congregate around shutdown lane. 4. Be prepared to enter shutdown lane to assist customer out of lane. 5. Do not allow any swimming or flotation devices in shutdown lane. 6. Monitor water level and characteristics of the shutdown lanes. Shutdown lanes require extra attention to make sure water levels are at correct operating levels and flow transition has stabilized. Too little or too much depth in the shutdown lane will affect braking distance and characteristics. 7. Signal the dispatch attendant as to when it is okay to dispatch another rider when: i. flume and shutdown lane are clear of previous riders and, April 7, 2016 Page 14 Project # 31548 — Emerald Glen Aquatic Center 182 i. water level has recovered to marked level and, ii. flow transition is stable between markings! 3. Vehicles No vehicles are used in this slide. Patrons ride the slide in bathing suit attire according to instructions above. 4. Water Flow Refer to attached mechanical drawing for design water flows. Specific operational water flow values are determined at the time of commissioning by a WhiteWater representative. Any variations from flows after certification must be approved in writing by WhiteWater. April 7, 2016 Page 15 Project # 31548 — Emerald Glen Aquatic Center 183 PART III MAINTENANCE GUIDELINES April 7, 2016 Page 16 Project # 31548 — Emerald Glen Aquatic Center 184 Part III MAINTENANCE GUIDELINES FOR FRP FLUME If properly maintained, your waterslide will give you years of service and keep sliding the way it was meant to - SAFE and FUN. By keeping the slide and its components properly maintained, you will be ensuring high performance and long life. 1. Cleaning Maintenance requires removal of surface dirt, grease and suntan oil by cleaning the flumes with a soft -bristled brush and mild detergent such as 3M - "Multi Purpose Boat Soap". For hard water buildup (a white chalky discoloration) removal/maintenance use "C.L.R." or other cleaners specific for this purpose. For removal of difficult stains use a cut polish or rubbing compound and finish wax or a combination product such as 3M "Marine One -Step Fiberglass Restorer and Wax". 2. Waxing At least twice each year, the fiberglass finish should be waxed and buffed with high quality paste wax or polish such as 3M "Marine One -Step Fiberglass Restorer and Wax". On scratched, dull or faded areas use a fine buffing compound to restore the original gloss before waxing. Prolonged exposure to the ultra -violet rays of the sun can in time, cause discoloring and fading. We recommend using paste waxes or polishes containing ultra -violet screens. The more often the surface is waxed, the longer it will last. CAUTION: If you use power tools for buffing or polishing, use extreme care to prevent overheating the surface. Overheating a rubbing compound burns small gritty particles into the slide surface causing blistering and streaking. This may require the area to be sanded and repainted. 3. Joints Slide joints play an important role in rider comfort and pleasure. Proper maintenance will keep the joints smooth and trouble free for years. 3.1 Joint Caulking All fiberglass sections will expand and contract with temperature changes. Therefore, joints between sections are filled with a flexible, elastic caulking. Should the joints need re -caulking, all the old filler should be removed, the fiberglass should be cleaned and joints should be re -filled using a flexible polyurethane sealant. DO NOT use plastic filler that will harden. Under no circumstances should the joints be fiberglassed over. Excess joint caulking should be removed from the slide surface by scraping it off with a putty knife. Any remaining traces should be wiped off with lacquer thinner applied to a rag. Do not pour lacquer thinner directly onto a flume joint as it can dissolve the sealant. April 7, 2016 Page 17 Project # 31548 — Emerald Glen Aquatic Center 185 3.2 Joint Roughness Joints may become rough with use, especially if metal articles are allowed down the slide. For minor chips and cracks, the joints may be fixed using the procedures outlined in Part III, Section 4. More serious cases may require power sanding that will cut through the gelcoat. This will require a spray application of new gelcoat by a trained person, finished by sanding and polishing and waxing as outlined in Part III. 4. Patching Chips and cracks may appear in fiberglass flumes from normal usage. The following sections outline procedures to repair minor damage to slides. Due to the hazardous nature of materials used and variability of application methods, we recommend that a qualified fiberglass laminator perform the repairs. 4.1 Minor Chips and Cracks In areas that have chips or cracks in the gelcoat only, or have a scratch that is deep enough to penetrate through the gelcoat to the fiberglass but not deep enough to go completely through the laminate, follow the procedures given in Part III, Section 4.4. NOTE: For damage that penetrates completely through or deep into the laminate, we recommend that a qualified fiberglass laminator perform the repairs. 4.2 Surface Cracks Hairline cracks, sometimes called spider webbing, or star cracks may develop in the gelcoat or surface coating of the fiberglass product. This is caused by a combination of weathering, vibrations, and/or impacts. Although unsightly, they do not necessarily affect structural strength. The hairline cracks can be fixed by sanding out the affected area with 100 grit sandpaper and re -coating the surface with gelcoat. Follow the patching instructions in Part III, Section 4.4.3, omitting steps 4 through 6. 4.3 Cracks around Flanges The area around the flanges of flumes contains a thick layer of gelcoat which is very stiff. Stresses from normal use may cause cracks in the gelcoat around the flanges. These are not structural cracks. Flange cracks may be remedied by sanding the affected area with 100 grit sandpaper and re -coating with gelcoat. Follow the patching instructions in Part III, Section 4.4.3, omitting steps 4 through 6. April 7, 2016 Page 18 Project # 31548 — Emerald Glen Aquatic Center 186 4.4 Repair Procedures WARNING: Patching kits contain toxic, combustible and corrosive elements. Use only under well ventilated conditions. Do not inhale fumes. Seek medical attention if polyester resins are swallowed or inhaled. Should contact occur with the eye flush with water for 15 minutes and seek medical attention. If person is wearing contact lenses and the lenses did not flush out from the water, have the person try to remove AFTER the flushing procedure. If contents come in contact with skin or clothing, clean the area immediately with acetone. Before you start, you will need: 1 Sandpaper: 36 - 100 grit; 220 - 320 grit wet and dry; 600 grit wet and dry 2 Sanding block 3 Acetone 4 2" masking tape 5 Utility knife 6 Putty knife 7 Mixing board 8 Mixing cup 9 Fiberglass resin hardener (catalyst), use a peroxide based catalyst (MEKP) 10 Patching compound 11 Gelcoat paint 12 2" fine paint brush 13 Automotive cut polish 14 High quality paste wax such as "Turtle" wax 4.4.1 Storage Instructions Store uncatalyzed patching compound and gelcoat in closed metal containers in a cool area below 73° Fahrenheit (23° Celsius) out of direct sunlight. Do not allow to freeze. Store liquid catalysts in their original containers according to manufacturer's instructions. 4.4.2 Mixing Instructions Mix only small amounts at one time. The mixtures will harden in twenty (20) minutes to 1 hour, depending on the temperature and the amount of catalyst added. The mixture will harden faster at higher temperatures and with increasing amounts of catalyst added. Use caution when adding catalyst, over catalyzing will result in the mixture cracking. Do not pour catalyzed mixtures back into the can. Do not reduce materials with a "conventional" paint or lacquer thinner. April 7, 2016 Page 19 Project # 31548 — Emerald Glen Aquatic Center 187 Patching Compound: Add one (1) part catalyst to one hundred (100) parts patching compound on the mixing board. Mix well. Gelcoat: Add one (1) part catalyst to one hundred (100) parts gelcoat in the mixing cup. Mix well. 4.4.3 Patching Instructions 1 Sand area to be patched with 36 -100 grit sandpaper. Feather sand to moulded surface and remove all rough edges. 2 Wash area clean with acetone and allow to dry. 3 Mask off area to be patched with 2" masking tape. 4 Using a putty knife, spread the patching compound smoothly over the prepared area to the top of the tape. NOTE: Area must be dry and clear of contaminants, such as dirt and sanded particles, etc. 5 Keep the patched area dry and allow 20 minutes to 1 hour to harden. 6 After the patch has hardened, sand the patched area flush to the surrounding surface with 100 grit sandpaper. NOTE: Sanding will remove the masking tape. Re -tape the area before painting. 7 Using a 2" fine paint brush, paint the area with gelcoat. Allow twenty (20) minutes to one (1) hour to dry. NOTE: The paintbrush and tools can be cleaned with acetone. 8 After the gelcoat has dried, remove the masking tape. Using a sanding block, wet sand with 220 - 320 grit sandpaper. Repeat with 600 grit sandpaper. 9 Buff painted surface with auto cut polish and wash clean with water. 10 Wax and buff painted surface with a high quality paste wax. April 7, 2016 Page 20 Project # 31548 — Emerald Glen Aquatic Center 188 PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS April 7, 2016 Page 21 Project # 31548 — Emerald Glen Aquatic Center 189 PART IV SUPPLEMENT TO MANUAL FOR ASTM STANDARDS 1. The ASTM standard F 2376-XX Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems. The ASTM standard F 2376 for Water Slide Systems is a standard developed specifically to cover Water Slide systems. The standard references several other standards which together form the basis of a complete standard for the Design, Manufacture, Construction and Operation of Water Slide Systems. Operators are encouraged to become active members of the ASTM F24 group. The fees are nominal and provide access to the relevant standards. Operators should be aware of these standards and the responsibilities outlined within them. General Description of Rides Waterslides use the flow of water to propel or lubricate the movement of riders down a fixed fiberglass flume section. The riders may ride alone with no vehicle, in groups on specially designed inflatable inner tubes or on a custom made inflatable boat or raft. The riding configuration depends on the specific product and the method of riding. Description of Motion Waterslide flumes are fixed in position and do not move. Propulsion is from gravity aided by water flow in the flume. Riders with or without vehicles will experience motion and accelerations consistent with the flume path. Movements include right and left turns, vertical curves, and deceleration at the finish. Riders or vehicles shall maintain constant contact with the flume ride surface. Operational Restrictions Due to Weather Wind - Waterslide structures are designed to withstand wind loads specified in the building code in force for the ride locations. WhiteWater recommends suspending operation during sustained winds in excess of 40 mph (64 kph). Lightning - Virtually all waterslides use elevated towers as starting platforms. Operation of rides should be suspended during any storm or weather conditions where lightning may occur. Rain - Rain will have no effect on the operation of the slides, with one exception. All flumes rely on the cushioning and braking action of the specified water flow. Rain water can create a very slippery surface and without the braking action of the larger water flow can create an extremely hazardous condition. Under no circumstances should the slides be operated without the main water supply running at specified capacity. April 7, 2016 Page 22 Project # 31548 — Emerald Glen Aquatic Center 190 Safe water flow The water flow rate is important to the safe operation of the ride. Operators shall make sure that the water supply is adequate. Insufficient water volume can result in higher speed. The water tends to restrain and cushion motions and impacts as well as reduce speed. Evacuation and Emergency Procedures In an emergency situation affecting the slide: 1 Top attendants shall cease dispatch of all riders. 2 If water flow is impeding the remedy of the emergency situation, use E-stop to turn off power to the pump(s). 3 Riders in the slide shall continue down the slide and exit normally if possible. 4 Attendants shall ensure all riders have exited the slide either through the bottom or at egress locations. 5 Patrons may remain queued on tower and stairs if they are not affecting the emergency situation. 6 If necessary to evacuate the tower, patrons shall be guided by top attendant to exit via the stairs from the start tower or egress location. 7 Slide should remain closed until cause of emergency situation is investigated and resolved. 8 In case of serious injuries or problems, operator should notify manufacturer and other regulatory bodies as required by law. 2. The ASTM standard F 853 - XX Standard Practice for Maintenance Procedures for Amusement Rides and Devices. The ASTM Standard F 853 for Amusement Rides and Devices is a broad -based standard covering all the various rides and attractions encountered in the amusement industry. Most of the requirements are directed at complex mechanical devices that are subject to wear. These devices may have critical connectors and linkages that must be inspected regularly to avoid catastrophic failure. Waterslides in general are quite simple. The following is WhiteWater's requirement for inspection of waterslides to conform to ASTM. These are to be used in conjunction with WhiteWater's Operation & Maintenance Manual. Operational Tests of Critical Operating Items Waterslides use water pumped into the starting area of the ride to operate. The water volume is important to safe operation of the ride. In general, the less water volume pumped, the faster the rider will travel. If during operation, the water supply is restricted or fails, operators shall suspend operations when water volume is below specified operating requirements. A basic operational test should be performed daily in accordance with the Waterslides Operations & Maintenance Manual. April 7, 2016 Page 23 Project # 31548 — Emerald Glen Aquatic Center 191 Inspection of the fiberglass and sliding surface must be made daily in accordance with the Waterslides Operations & Maintenance Manual. Small chips or surface imperfections may cause injury to riders. Recommended Maintenance/Inspection The daily inspection of the slides is detailed in the Waterslides Operations & Maintenance Manual Part I - Section 3 and Part III - Section 1, which covers the operational components of the slide. The only other items that should be inspected are the supporting structures for the slides and start platforms. Inspection of supporting structures: • Steel structures that are hot dipped galvanized will require visual inspections on a semiannual basis. Areas around field welds should be carefully checked and touched up with zinc rich paint as necessary. If rust streaking occurs, the source should be identified and attended to. If steel structures are ten years old or greater, a comprehensive professional inspection should be performed. • Steel structures that are painted without galvanizing should be visually inspected on an annual basis. If steel structures are five years old or greater, a comprehensive professional inspection should be performed. • Wood structures should be visually inspected annually for integrity, tightness of fasteners and general condition. If wood structures are over five years old, a comprehensive professional inspection should be performed. Climactic and operation conditions vary greatly and will affect the interval times above. In more corrosive environments such as seaside or some indoor installations, the interval times should be reduced. Other routine checks completed annually: • All concrete filled stairs and decks should be visually inspected for worn finishes on the nosing and cracked concrete. The underside of the metal decking should be checked for deterioration. • All welds should be visually inspected for condition and all bolts should be snug. • Anchor bolts should be checked for tightness and corrosion. Grout around base plates should be in good condition. • Inspection and maintenance of fiberglass should be performed as per the WhiteWater Operations & Maintenance Manual Part III. Comprehensive professional inspections should be performed by a qualified engineering or inspection firm. They perform inspections with methods they deem appropriate to assure accurate review of the structure. These methods may include non-destructive testing using ultrasound or other techniques. Inspection would include condition of metal components, welds, bolts, and any other critical items. The inspecting agency should produce a certificate of inspection and/or a report on condition for review by a qualified engineer. April 7, 2016 Page 24 Project # 31548 — Emerald Glen Aquatic Center 192 Fiberglass Wear Limits The fiberglass should be inspected regularly as per the WhiteWater Operations & Maintenance Manual Part I - Section 3 and Part III - Section 1. The riding surface of the flume is subject to wear and weathering. The exterior of the slide is subject to weathering. The fiberglass should be inspected professionally if five years old or older. Other Wear Limits Rides using boats will experience wear on the boats. If the wear is excessive it may impair the function of the boat and operation of the ride. This is especially true if the ride uses shutdown lanes. The wear should be checked in accordance with the boat manufacturer's recommendations. Replacement Fasteners All replacement fasteners shall conform to the standards specified in the engineering drawings. Electrical / Mechanical Systems Operation and Maintenance All electrical motors, pumps, controls etc. shall be inspected and maintained in accordance with their manufacturer's recommendations. All pump intake grating or screens must be inspected to ensure that no structural flaw is evident. Note: Whenever inspection or maintenance work is being done on electrical/mechanical systems, including pump intake grating, all related equipment must be electrically isolated using recognized equipment lock out procedures. April 7, 2016 Page 25 Project # 31548 — Emerald Glen Aquatic Center 193 Location: Weather: Appendix 1-1 TYPICAL DAILY WATER QUALITY LOG Date: WATER TEST FILTER CHECK Time Chlorine Count pH Water Clarity Backwash Temperature 10: 11: ................... 12: ................... 13: ................... 14: ................... 15: ................... 16: ................... 17: ................... 18: ................... 19: 20: 22: ................... 23: 24: April 7, 2016 Page 26 Project # 31548 — Emerald Glen Aquatic Center 194 Appendix 1-11 TYPICAL FIRST AID REPORT First Name of Victim: ................................................................................ Last Name: Mailing Address: ........................ City: .................... Zip/Postal Code: State/Province: Phone #: Middle Initial: Name of Person Filling Report: .................................................................................................................................................................................................. Location Address: City: State/Province: Zip/Postal Code: Location Phone #: Location Name: Date (MM/DD/YY) and Time of injury .........................................................................................................................................................................i Date and Time Injury Reported to First Aid Attendant Location of Accident: What Happened — Victim Statement: .........................................................................................................................................................................[ ..................... Name of Witness: Witness Mailing Address: City: What Happened — Witness Statement: First Aid Attendant Description of Injury: Was an Ambulance called (circle) Yes / No ..................................................................................................................................................................... Manager Statement: (day) 20 , at a.m. / p.m. (day) 20 at a.m. / p.m. State/Province: Postal Code: Manager on Duty: I hereby certify that the above statement is true to the best of my knowledge. ..............................................................................................[................................................................................................................:...................................................................................................................................:.................................................................................................................. Victim Signature Witness Signature First Aid Attendant Signature 1 anager on Duty Signature April 7, 2016 Page 27 Project # 31548 — Emerald Glen Aquatic Center 195 Appendix 1-III EMERGENCY PHONE NUMBERS Location Name: Location Phone: Location Address: DIAL 911 for Police, or Medical Emer•enc if available in our area Police: Hwy Patrol: i Sheriff: Ambulance: PLUMBER VENDING MACHINE COMPANY Company Name: ............................................................. Contact Name and ...........: Phone: Secondary Contact Name and Phone: i Company Name: Contact Name and Phone: Secondary Contact Name and Phone: lIMICENtRAL CONTRACTOR IMIWATERSLIDE MANUFACTURER Company Name: ................................................................................: Contact Name and Phone: ................................................................................: Secondary Contact Name and Phone: Company Name: Contact Name and Phone: .............................................................................. _: Secondary Contact Name and Phone: Company Name: Contact Name and Phone: Secondary Contact Name and Phone: Company Name: .................................................................... Contact Name and 604-273-1068 Phone: .................................................................................:....................................................... Secondary Contact Name and Phone: Company Name: Contact Name and Phone: .................................................................................: Secondary Contact Name and Phone: Company Name: Contact Name and Phone: Secondary Contact Name and Phone: WhiteWater West Industries Ltd. April 7, 2016 Page 28 Project # 31548 — Emerald Glen Aquatic Center 196 MeWHITEWATERG f it L I Wotgfoorlc & AYtractians COrnpony AquaDrop Generation 2 Operations Manual Revision 6 November 1, 2016 www.whitewaterwest.com 6700 McMillan Way Richmond, BC Canada V6W 1J7 1 7 Table of Contents 1. Introduc tion 4 2. Slide Overview 5 2.1. Entry Capsule 6 2.1.1. Ride Control Console ("RCC1" Panel) 7 2.1.2. Multi -Launch Console ("OPM" Panel) 8 2.2. Slide Flume 8 2.3. Shutdown Lane 9 2.3.1. Shutdown Lane Flow Transition 9 2.4. Shutdown Bowl 9 3. Operatio n 10 3.1. Operator 10 3.2. Operations Key 10 3.3. Rider 11 3.4. Rider Position 12 3.4.1. Dispatch into Shutdown Lane 12 3.4.2. Dispatch into Shutdown Bowl 12 3.5. System Start -Up 13 3.5.1. Daily Slide Surface Inspection 13 3.5.2. Weekly Detailed Inspection and Cleaning 14 3.5.3. Commencing Daily Operations (Start-up) 15 3.6. Loading Rider 17 3.7. Launching Rider 18 3.8. Aborting Launch 20 3.9. Emergency Stop 20 3.10. Power Failure 20 3.11. Occupied Slide/Clearing the Slide 20 3.12. End -Of -Slide Normal Operations 21 3.13. System Faults 22 2 8 3.13.1. Clearing Faults 22 3.14. Daily End of Operation (System Shutdown) 23 3 9 0 1. Introduction Congratulations on your purchase of the AquaDrop waterslide from WhiteWater West Industries Ltd. The AquaDrop is an advanced slide involving electro-mechanical control and requires special attention. Please read both the Operations Manual and Maintenance Manual carefully before operating your new slide. These manuals include critical information to help keep your AquaDrop slide operating safely and reliably. The AquaDrop slide from Whitewater West Industries Ltd. incorporates an extremely reliable safety control system. It is important to bear in mind that this safety control system does not replace the need for vigilant and skilled operation. Ultimate responsibility for safety lies with the operator. L THE SAFETY CONTROL SYSTEM DOES NOT i REPLACE THE NEED FOR VIGILANT AND • SKILLED OPERATION. ULTIMATE RESPONSIBILITY FOR SAFETY LIES WITH YOU! L' FAILURE TO FOLLOW THE GUIDELINES SET FORTH IN THIS MANUAL MAY CREATE A HAZARD OR CAUSE OPERATIONAL UNRELIABILITY This manual contains basic instructions to safely operate the AquaDrop slide and may also be used for training purposes. To ensure that this slide is maintained and operated safely, only trained operators are permitted to operate the AquaDrop slide. Operators must understand the sequence of operations and must monitor each slide. Operators must make sure that the rider meets the requirements for the slide, and that he/she is in correct riding position. By pressing the launch buttons and dispatching a rider, the operator confirms that they have checked the slide, that it is safe, and there is no previous rider in the slide or in the shutdown lane/bowl. Following the Operations and Maintenance manuals will ensure the safest operation of this slide. 5 1 2. Slide Overview This section describes the various components of the AquaDrop slide. Note that your slide flume may be different than what's shown below. 1 3b Figure 1: AquaDrop Overview Item Name Function 1 Entry Capsule 2 Slide Flume 3a Shutdown Lane 3b Shutdown Bowl Dispatches riders into the slide Path which rider travels Area where rider comes to rest and safely exit the slide Area where rider comes to rest and safely exit the slide 6 2 Entry Capsule The Entry Capsule is used to load the rider into the slide and launch him/her in a safe and controlled manner. It is recommended to place a foot wash tub or station immediately prior to the slide entry to prevent dirt and sand from entering the slide. Ensure that the wash tub does not present a slip, fall or trip hazard. Figure 2: Side View of Entry Capsule (left) and Section View of Entry Capsule (right) Item Name Function 1 Entry Door Permits access to the Entry Capsule. 2 Trapdoor Floor that rider stands on prior to dispatch. 3 Back Panel Removable panel for maintenance access. 4 Front Shroud Removable shroud for maintenance access. 7 3 2.1.1. Ride Control Console ("RCC1" Panel) The Ride Control Console ("RCC1" panel) is the primary operational console for the AquaDrop. The "RCC1" panel is located adjacent to the Entry Capsule and houses many of the control elements for the slide. ERROR CODES DESCRIPTOR DOOR OPEN CH I DOOR CLOSE Kamm dm SCUD —OCCUPIED FLASHING —FAULT ALARM LAMP CLEAR :UTTON EMERGENCY STOP ilanuzcnoni Figure 3: "RCC1" Panel Item Name Function 1 Operations Key 2 "LAUNCH 1" / "DOOR OPEN" Pushbutton • Used by operator to turn the slide on and off. • Solid green light means rider can be launched. "LAUNCH 1" and "LAUNCH 2" pushbuttons pressed and held simultaneously for three seconds will launch a rider. • Press and hold "LAUNCH 1" pushbutton to open door. 3 "LAUNCH 2" / "DOOR CLOSE" Pushbutton • Solid green light means rider can be launched. "LAUNCH 1" and "LAUNCH 2" pushbuttons pressed and held simultaneously for three seconds will launch a rider. • Press and hold "LAUNCH 2" pushbutton to close door. 4 "ALARM" Lamp / "CLEAR" Pushbutton • Solid amber light indicates that the slide is occupied. • Flashing amber light indicates an alarm or fault. • Press the "CLEAR" pushbutton at "RCC1" panel after a rider has been launched into the slide to reset the trapdoor. 5 "EMERGENCY STOP" • Press the pushbutton in an emergency situation to stop the slide. 6 PLC Code Window 7 Error Code Legend • Viewing window to read PLC display. • Display list of error codes 8 4 2.1.2. Multi -Launch Console ("OPM" Panel) The multi -launch console is an additional ride control console that can be used to launch multiple AquaDrop slides simultaneously. The multi -launch console is not a standard component and your slide may not have one installed. 2 3 Figure 4: Multi -Launch Console, "OPM" Panel Item Name Function 1 Multi -Launch Console 2 Override Switch Console to operate multiple AquaDrop slides simultaneously. Rotary switch for overriding the corresponding ride control console ("RCC1" panel). 3 Launch Buttons Two pushbuttons used to launch multiple Entry Capsules simultaneously. Slide Flume The slide flume is the length of joined fiberglass sections that the rider slides upon. Proper inspection and maintenance procedures must be followed to maintain the surface of the slide flume. !L\ THE FIBERGLASS JOINTS ON THE RIDING SURFACE MUST BE THOROUGHLY CHECKED WEEKLY TO ENSURE A SMOOTH TRANSITION THAT IS ALSO FREE OF EXCESS CAULKING! 9 5 Shutdown Lane The shutdown lane is the area in which riders come to rest after completing the slide. Located near the shutdown lane is the "OP_EOS" panel which features an "Emergency Stop" pushbutton and a "CLEAR" pushbutton. The "Emergency Stop" pushbutton is used to disable operation of the slide in the event of an emergency, and the "CLEAR" pushbutton is used to acknowledge that the shutdown lane area is clear of any riders or other hazards before another launch is permitted. 2.3.1. Shutdown Lane Flow Transition Before another rider can be dispatched, the flow transition associated with the slide must be between the specified markers. Figure 5: Flow Transition in Shutdown Lane (left), Flow Transition Markers (right) Shutdown Bowl The shutdown bowl is the area in which riders come to rest after completing the slide. Located near the exit of the shutdown bowl is the "OP_EOS" panel which features an "Emergency Stop" pushbutton and a "CLEAR" pushbutton. The "Emergency Stop" pushbutton is used to disable operation of the slide in the event of an emergency, and the "CLEAR" pushbutton is used to acknowledge that the shutdown bowl area is clear of any riders or other hazards before another launch is permitted. 6 Figure 6: Shutdown Bowl 11 7 3. Operation This section will illustrate proper operational procedures for the AquaDrop. Following these procedures will ensure a safe and enjoyable experience for the rider and operator. Operator The operator should be in good physical and mental condition to operate this slide. Operators must have the following knowledge and qualifications: ✓ Training on how to safely operate the AquaDrop. ✓ Knowledge of the system's sequence of operation. ✓ Lifeguard certification including First Aid training. ✓ Experience climbing inside slides; must be able to check and maintain the system. ✓ Must be able to perform checks of the Entry Capsule, slide flume and Shutdown lane/bowl. ✓ Must follow the safety rules. Onerations Kev The Operations Key is a critical component of the AquaDrop safety system. Although two Operations Keys are supplied with each AquaDrop slide, only one key is required for operation and maintenance of the AquaDrop. The second Operations Key is only provided as a spare and must only be used in the event that the original Operations Key was lost or damaged. The spare key must be locked away in a secure location and only be accessible by authorized personnel. The use of both keys as part of daily operations and maintenance procedures is prohibited as it will bypass the safety system and could result in injury to guests or staff. WARNING: THE SPARE OPERATIONS KEY MUST BE . LOCKED AWAY AND MUST NOT BE USED FOR • DAILY OPERATIONS OR MAINTENANCE _ ) PROCEDURES! 12 8 3.3. Rider Due to the high g-forces and speeds experienced during the ride, riders must be in good physical and mental condition with no medical issues. WARNING: THIS IS AN EXTREME RIDE. PERSONS WITH BACK OR NECK PROBLEMS, PREGNANT WOMEN, OR PERSONS WITH HEART CONDITIONS PROHIBITED! PROPER SWIMSUITS MUST BE WORN! (NO JEAN SHORTS, T-SHIRTS OR ADDITIONAL CLOTHING SHALL BE WORN IN THE RIDE) Riders must meet the following requirements, and these requirements must be posted on a sign near the Entry Capsule. • Persons above a weight of 136 kg [300 Ib.] are not allowed to ride. • Persons have to be at least 1.22 m [48 in] tall. • Pregnant women are not allowed to ride. • Persons having medical restrictions are not allowed to ride. • Riders are not allowed to carry any items such as purses, life jackets, mats, glasses, shoes. • Riders are not allowed to wear any jewelry. 13 9 Rider Position The position of the rider prior to dispatch from the capsule depends on the termination of the slide; either into a shutdown lane or into a shutdown bowl, as described below. 3.4.1. Dispatch into Shutdown Lane To safely dispatch a rider into a shutdown lane, they must be standing upright at the rear of the capsule, with both feet on the trapdoor, looking straight ahead. They must have their head back, legs firmly crossed at the ankles, and arms crossed on the chest, as shown below in Figure 7. 3.4.2. Dispatch into Shutdown Bowl To safely dispatch a rider into a shutdown bowl, they must be standing upright at the rear of the capsule, with both feet on the trapdoor, looking straight ahead. They must have their head back, legs firmly crossed at the ankles, and hands clasped together behind head, as shown below in Figure 8. Figure 7: Shutdown Lane Rider Position 14 Figure 8: Shutdown Bowl Rider Position 0 System Start -Up The purpose of the initial start-up process is to perform safety checks on the various slide components, as well as perform maintenance tasks prior to commencing operation. While conducting the system start-up, guests must not have access to the slide. The public entrance must remain closed at all times during start-up. The maintenance inspections must be performed prior to commencing daily operations. Inspection of the Entry Capsule equipment must be performed and recorded in accordance with the Operations and Maintenance manual. At least two operators are needed to carry out a number of the inspection checks. 3.5.1. Daily Slide Surface Inspection This section will describe the daily slide surface inspection procedure. - I WATER MUST BE OFF AND OPERATION KEY REMOVED! Iii -1.11111111111 Procedure: Daily Slide Surface Inspection Equipment: Two people are required Materials: Frequency: Procedure: Daily 1) The trapdoor must be hanging down, not fully open or fully closed. Refer to the Maintenance Manual for instructions on how to release the trapdoor for maintenance. 2) Remove the front shroud and shut off the air supply at the regulator. Observe proper lockout, tag out (LOTO) procedures. 3) Ensure the Operations Key is removed from the "RCC1" panel. This ensures the system is off and that no one can operate the slide. 4) Lift out and examine the trapdoor assembly. Carefully inspect the trapdoor for chips, cracks, or foreign objects. Refer to the Maintenance Manual for instructions on how to access the trapdoor for maintenance. 5) Carefully inspect all tubing, wires, valves, and connectors for signs of wear or corrosion. 6) Look down into the slide and, to the extent possible, examine the slide surface for hazards. 7) Examine the Entry Capsule door for cracks, scratches, corrosion, or damage. 15 1 8) Carefully examine the shutdown lane/bowl for debris, damage, or 16 2 unsatisfactory joints. 9) Enter the slide at the end of the shutdown lane/bowl and crawl upstream as far as possible, checking for and removing if necessary: a) Calcium/buildup b) Protruding caulking c) Chips/cracks/bad scratches d) Debris 10) Remove and clean all filters. hair strainers. basket filters. WATER SYSTEM MUST BE CYCLED OFF/ON ONCE EVERY 24 HOURS. ORDINARY "WATER OFF AT NIGHT, ON IN THE DAY" WILL ACCOMPLISH THIS. NECESSARY SENSOR CHECKS OCCUR AUTOMATICALLY 3.5.2. Weekly Detailed Inspection and Cleaning Procedure: Weekly Detailed Inspection and Cleaning Equipment: Two people are required Materials: Frequency: Procedure: Weekly _ 1) Ensure all workplace health and safety regulations are followed at all times. It is your responsibility to know and understand these regulations. 2) The trapdoor and the entry door need to be released. Refer to the Maintenance Manual for instructions on how to release the trapdoor and entry door for maintenance. 3) Secure yourself using appropriate fall protection equipment, as per the health and safety regulations in your area. 4) Push open the Entry Capsule Door, and block it open. 5) Use appropriate equipment and techniques to abseil/rappel down the slide to the shutdown lane/bowl while: a. Cleaning the slide surface. b. Waxing the ride surface every four weeks is recommended to prevent calcium/mineral buildup, improve water lubricity, and to increase rider comfort. c. Inspecting the joints and slide surface checking for and removing if necessary: i. Calcium/buildups ii. Protruding caulking iii. Chips/cracks/bad scratches iv. Debris d. Cleaning the sprayers (Flatline Loop only). Blow through the sprayer nozzle to ensure it is not blocked. 6) Ensure all tools and equipment have been removed from the ride. 17 3 ONCE PUMPS ARE OPERATIONAL, A VISUAL INSPECTION OF THE RIDE'S WATER SUPPLY MUST BE DONE. 3.5.3. Commencing Daily Operations (Start-up) In order to commence operations of the AquaDrop, the following procedure must be completed. Equipment: Materials: ommencing Daily Operations (Start-up) Two people are required is AM Frequency: Daily Procedure: 1) Perform pre -startup daily maintenance and inspections. 2) Turn on water supply for: a) Launch b) Shutdown lane/bowl water c) Sprayers 3) Verify adequate water flows by: a) Inspecting all flow meters, b) Visually observing water injection points and the shutdown lane/bowl. i) The Launch water is clearly visible through the door of the Entry Capsule. ii) The Shutdown lane/bowl water can be seen by observing the injectors through the transparent trapdoor panel. iii) The sprayers can be observed indirectly though the translucent fiberglass (Flatline Loop only, if applicable) 4) Verify the air compressor is active, and supplying at least 95 psi. 5) Insert the Operations Key into the "RCC1" panel, and turn it clockwise. 6) Look at the two digit code displayed inside the "RCC1" panel. If it is "UE 33", proceed to the next step. If the error code is "UE 11", it has been more than 24 hours since the water supplies have been cycled. All pumps must be turned off and allowed to completely cease movement. Once this is done, return to step 5. Refer to Maintenance Manual for troubleshooting techniques. 7) Clear the End -of -Slide area: a) Inspect the shutdown lane/bowl and surrounding areas for hazards. b) If no hazards exist, press the "EOS_CL" button on the "OP_EOS" panel to confirm the shutdown area is clear to begin operations. 8) Clear the Entry Area: a) Inspect the entry area for hazards. 18 4 b) If no hazards exist, press the button on "RCC1" panel labeled "ALARM LAMP/CLEAR BUTTON" to confirm the entry area is clear to 19 5 begin operations. 9) If the trapdoor was open, it will close itself. In this situation, the slide will enter the "occupied" state (fault code "UE 88"). Repeat steps 7 and 8 to clear the occupied status of the slide. Zo) Once the slide is ready for operation, the entry door will immediately open. This is the signal that the slide control system is ready for reaular operation. The code shown in 20 6 Loading Rider When the operator is ready to load a rider into the Entry Capsule, he or she presses and holds the "DOOR OPEN" pushbutton until the door is all the way open. WHILE THE ENTRY DOOR IS OPEN THE TRAPDOOR CANNOT OPERATE AND A RIDER CANNOT BE LAUNCHED! If there is a problem while loading, the operator can release the door control pushbutton and the door will stop moving and hold in place. As soon as the operator is ready, he or she can resume operation using the door control pushbuttons. When the operator has completed loading the rider into the Entry Capsule, and the rider is standing in the proper riding position, the operator can close the Entry Capsule door by pressing and holding the "DOOR CLOSE" pushbutton until the door is completely closed. When the door is closed the rider cannot exit the Entry Capsule without the operator opening the door. Procedure: Loading a Rider Equipment: Materials: Frequency: As required Procedure: 1) Press and hold the button labeled "DOOR OPEN" until the door is fully open. 2) Have the guest enter the Entry Capsule, assisting them if necessary. 3) Instruct the guest to assume the proper riding position, and visually ensure that they do so. 4) Press and hold the button "DOOR CLOSE", and the door will begin to close. Maintain visual contact with the guest at all times to ensure they are not pinched by the door. 21 7 3.7. Launching Rider The following section outlines the steps to safely launch a rider. L1 ENSURE THE RIDER IS IN THE PROPER RIDE POSITION BEFORE LAUNCHING! 4- ! \ ENSURE THE FLOW TRANSITION HAS RETURNED TO THE PRFCFT MARKS' RFFfRF I.AI-INCHING, ENSURE THE RIDE IS CLEAR OF ALL RIDERS AND HAZARDS BEFORE LAUNCHING! L! ENSURE ONLY ONE RIDER IS IN THE ENTRY CAPSULE BEFORE LAUNCHING! There are two ways to launch the rider; from the "RCC1" panel or from the multi -launch console (if applicable). The following sections will describe both launching procedures. If the rider is ready, in the correct riding position, and the operator is ready to launch the rider, the operator presses and holds the two launch pushbuttons (same for multi -launch console), thus activating the timer for release of the trapdoor. Upon pressing and holding the two launch pushbuttons an audible countdown will begin; "three, two, one". During the countdown, the operator should continue to observe the rider to ensure the rider maintains the proper launch position. 22 8 When the countdown reaches "one", and the operator still has the two launch pushbuttons pressed, the trapdoor will open, thus launching the rider. Equipment: Materials: Launching a Rider from the Ride Control Console ("RCC1" panel) Frequency: As required Procedure: 1) Make sure the override switch on the multi -launch console is in the OFF position. NOTE: It is defaulted OFF if there is no multi -launch console installed. 2) Verify that it is safe and appropriate to launch the guest in the manner typical to waterslide operations. 3) Simultaneously press and hold both pushbuttons "LAUNCH 1" and "LAUNCH 2" for 3.5 seconds. After 0.5 seconds, the countdown message will play inside the capsule. Maintain visual contact with the guest inside the launch capsule at all times to ensure they maintain an appropriate ride position. Should the guest fail to maintain the appropriate ride position, abort the launch by releasing either or both pushbuttons. 4) After the pushbuttons are continuously held for 3.5 seconds, the trapdoor will open, launching the guest into the slide. The pushbutton labeled "ALARM LAMP/CLEAR BUTTON" will illuminate without flashing, indicating the slide is occupied. 5) When you are certain the guest has safely left the launch capsule, you may optionally press the pushbutton labeled "ALARM LAMP/CLEAR BUTTON" to immediately close the trapdoor. 6) When the trapdoor is safely closed and locked upright, the entry door will immediately open. Pressing either button will interrupt this opening, and then the door can be closed and opened normally. 7) Another rider cannot be launched until the operator at the End -of - Slide has pushed the "CLEAR" button to indicate that the previous rider has left the shutdown lane/bowl. Procedure: Launching a Rider from the Multi -Launch Console ("OPM" Panel) Equipment: Materials: Frequency: As required 23 9 Procedure: 1) Turn the override switches which correspond to the rides you wish to control from the multi -launch console ("OPM" panel) on multi -launch console to the ON position. They will illuminate. The pushbuttons "LAUNCH 1/DOOR OPEN" and "LAUNCH 2/DOOR CLOSE" will begin to flash slowly. 2) These two pushbuttons on the multi -launch console (" OPM" panel) now operate identically to the individual buttons on all overridden rides. The pushbuttons on "OPM" panel will open and close all doors, and when held together for 3.5 seconds, launch all riders. 24 0 3) After safely dispatching the guests from the selected launch capsules, you may optionally press either "LAUNCH" pushbutton to immediately reset the trapdoors and begin **The multi -launch console is an accessory and can be purchased and installed as part of the Entry Capsule package or separately. At any time prior to launch the operator can open the entry door, reposition the rider, remove the rider, or load a new rider. Once the rider has been launched, it is impossible to launch another rider until the slide has been cleared. Once the slide is cleared, the entry door will open automatically to indicate that another rider can be loaded. Aborting Launch Both launch methods have a three second window to abort the launch. To abort the launch within this window, simply release one or both of the "LAUNCH" pushbuttons on either the operator console or multi -launch console. The audible countdown will continue but the rider will not be launched. To resume a launch once the rider is in the correct position, the operator can press the two launch pushbuttons and the countdown will start again. Emergency Stol There are two "EMERGENCY STOP" pushbuttons located throughout the slide; one at the Entry Capsule ("RCC1" panel) and one at the shutdown lane/bowl ("OP_EOS" panel). Press one of the "EMERGENCY STOP" pushbuttons any time the slide needs to be shut down in an emergency situation. This will disable all operations of the ride. 3.10. Power Failure In the event of a power failure prior to launch, immediately stop operations. The AquaDrop is equipped with a battery backup unit, but it is of limited capacity, and should not be used to conduct regular operations. Unload the guest, close the door, remove the Operations Key from the "RCC1" panel, and wait for the power to return. In the unlikely event that power is lost and the battery backup fails, a purely mechanical guest removal system is provided. Refer to the Maintenance Manual for instructions on how to manually open the entry door. 3.11. Occupied Slide/Clearing the Slide Once the rider has been launched into the slide, the system will require verification that the rider has completed and safely exited the slide. The amber light on the operator 25 1 console will remain lit to indicate that the ride is occupied until the following events have been taken place: 26 2 1. The rider is launched from the capsule and the lifeguard at the tower has pressed the "CLEAR" pushbutton at the "RCC1" panel. 2. The lifeguard at the shutdown lane/bowl has pressed the "CLEAR" pushbutton to indicate that the rider has safely exited the slide. Another rider cannot be launched into the slide until all of these conditions are met. 3.12. End -Of -Slide Normal Operations The operator at the End-Of-Slide/Shutdown area is an active participant in safe ride operation. The following procedure will describe normal end -of -slide operations. Procedure: End -Of -Slide Normal Operations IM Equipment: Materials: Frequency: Procedure: As required 1) Pay sufficient attention to operations at the slide entry capsule to know when a rider has entered the slide. If you detect a hazard at any time, press the Emergency Stop button. 2) In normal operation, the rider will successfully complete the slide, and enter the shutdown lane/bowl. 3) When the rider exits the shutdown lane/bowl, and the area is free from hazards, press the "EOS_CL" button on the "OP_EOS" panel. Only after this has been done will another launch be permitted by the control system. Once these actions have been completed the trapdoor will reset into the up (closed) position and the Entry Capsule door will open so that another rider can be loaded. 27 3 3.13. System Fault If the system detects an error in operation it will go into system fault mode to avoid possible unsafe situations. The amber light on the operator console will flash to warn of a fault. Clearing Faults In the event that the control system detects a fault, the following procedure must be completed. Refer to the Maintenance Manual for detailed instructions on troubleshooting fault codes. Procedure: Clearing Faults Equipment: Materials: Frequency: Procedure: As required 1) Identify the problem which has caused the fault by referring to the "Error Code Legend" on the front of the "RCC1" panel. 2) Fix the problem which faulted the system. If you cannot resolve the problem, contact Maintenance personnel. 3) If fixing the problem required that the control system be powered off, restore system power, and complete the procedure described under "Start Up", otherwise: 4) Clear the end of slide area: a. Inspect the shutdown lane/bowl and surrounding areas for hazards. b. If no hazards exist, press the "EOS_CL" button to confirm the shutdown area is clear to begin operations. 5) Clear the entry area: a. Inspect the entry area for hazards. b. If no hazards exist, press the button on "RCC1" panel labeled "ALARM LAMP/CLEAR BUTTON" to confirm the entry area is clear to begin operations. 6) If the control system detects no further faults, the display within the "RCC1" panel will flash "UE 00", and operations can commence. 7) If the problem persists, contact Maintenance personnel. 28 4 3.14. Daily End of Operation (System Shutdown) At the end of daily operations, the slide must be shut down safely to ensure no unauthorized use of the slide. To accomplish this, the following procedure must be performed. Procedure: Daily End of Operation (System Shutdown) Equipment: Materials: Frequency: Procedure: Daily 1) Fully close the entry door using the pushbutton "DOOR CLOSE". Ensure there are no riders, tools, or other hazards within the Entry Capsule. 2) For outdoor slides where strong winds are common, it's recommended to use a strap or other means to secure the door closed overnight. This will help prevent any unnecessary damage to door assembly. 3) When the door is fully closed, remove the Operations Key from "RCC1" panel. 4) Store the Operations Key in a safe location as determined by park management. 5) Turn off all water supplied to the slide. 6) It is not recommended to turn off the air compressor, as it takes some time to fully recharge the tank after a shutdown. DO NOT LEAVE THE OPERATIONS KEYS IN THEIR RESPECTIVE PANELS OVERNIGHT AS THEY MAY BECOME LOST OR STOLEN! 29 5 qi)WHITEWATER, Th- r O AJ We etpdrk & A'!,: ,: r AquaDrop Generation 2 Maintenance Manual Revision 4 October 16, 2015 www.whitewaterwest.com 6700 McMillan Way Richmond, BC Canada V6W 1J7 1 6 Table of Contents 1. Introduction 5 2. Mechanical 6 2.1. Removing Launch Shroud 6 2.2. Access Panels 7 2.3. Trapdoor Assembly 8 2.3.1. Releasing the Trapdoor for Maintenance 8 2.3.2. Accessing the Trapdoor for Maintenance 9 2.3.3. Returning the Trapdoor after Maintenance 10 2.3.4. Trapdoor Panel Inspection 10 2.3.5. Cleaning the Trapdoor Panel 11 2.3.6. Roller Bar Inspection 12 2.3.7. Rollers 14 2.3.7.1. Inspection of Rollers 14 2.3.7.2. Replacement of Rollers 14 2.3.8. Bumpers 15 2.3.8.1. Inspection of Bumpers 15 2.3.8.2. Replacement of Rubber Bumpers 15 2.3.9. Retaining Ring Inspection 16 2.3.10. Roller Plate Inspection 18 2.3.11. Trap Inspection 19 2.3.12. Hinge Inspection 20 2.3.13. Rubber Coupler Inspection 20 2.3.14. Pushrod Linkage 22 2.3.14.1. Inspecting the Pushrod Linkage 23 2.3.14.2. Adjusting the Pushrod Linkage 24 2.4. Entry Door Assembly 26 2.4.1. Entry Door Inspection 27 2.4.2. Cleaning the Entry Door Acrylic 28 2.4.3. Disengaging the Entry Door for Maintenance/Emergency Release 29 2.4.4. Re-engaging the Entry Door for Normal Operations 30 2 7 2.4.5. Entry Door Hinge Inspection 31 2.4.6. Replacing the Linear Actuator 32 2.4.7. Replacing Safety Switch Components 34 3. Pneumatics 36 37 Air Preparation Unit 37 Pressure Regulator for Rotary Actuator 38 Flow Control Valve for Drop Cylinder 39 Turning off Air Supply 39 Adjusting Unit Air Pressure 40 Replacing Filter 40 3.2. Solenoid Valves 41 41 42 42 48 48 51 4.1. "PCC1" Panel 51 4.2. "RCC 1" Panel 51 4.2.1. Removing the Operations Key 52 4.2.2. Turning the Slide ON 52 4.2.3. Turning the Slide OFF 53 4.2.4. Turning Power OFF to Slide 53 4.2.5. Cycling Power to the PLC 54 4.3. Speaker 55 4.4. Trapdoor Sensors 56 4.4.1. Adjusting Rotary Actuator Proximity Sensor 57 4.4.2. Replacing Rotary Actuator Proximity Sensor 58 4.4.3. Adjusting Drop Cylinder Proximity Sensor 58 4.4.4. Replacing Drop Cylinder Proximity Sensor 59 3.1. Air Supply 3.1.1. 3.1.2. 3.1.3. 3.1.4. 3.1.5. 3.1.6. 3.2.1. Replacing a Solenoid Valve 3.3. Rotary Actuator 3.3.1. Rotary Actuator Replacement 3.4. Trapdoor Drop Cylinder 3.4.1. Replacing the Trapdoor Drop Cylinder 4. Electrical 3 228 4.4.5. Adjusting Roller Bar Proximity Sensor 59 4.4.6. Replacing Roller Bar Proximity Sensor 61 4.4.7. Framing Square Test 61 4.4.8. Pressure Switch for Valve Failure Detection 65 5. Water 67 5.1. Sprayer Nozzles (Flatline Loop Only) 67 67 67 69 70 71 7.1. Fault Codes 71 7.2. Common Problems 72 7.3. Fault Code "UE 00" 73 7.4. Fault Code "UE 07" 73 7.5. Fault Code "UE 11" 73 7.6. Fault Code "UE 22" 74 7.7. Fault Code "UE 23" 75 7.8. Fault Code "UE 32" 75 7.9. Fault Code "UE 33" 76 7.10. Fault Code "UE 53" 77 7.11. Fault Code "UE 88" 77 8. Technical Support 78 9. Spare Parts 79 10. Appendix 80 10.1. AquaDrop Flow Chart 80 10.2. UO Table 81 5.1.1. Routine Visual Inspection and Cleaning of Sprayer Nozzles 5.2. Paddle Flow Switches 6. Preventative Maintenance 6.1. End of Season Maintenance 7. Troubleshooting 4 229 1. Introduction Congratulations on your purchase of the AquaDrop waterslide from WhiteWater West Industries. The AquaDrop, is an advanced slide involving electro-mechanical control and requires special attention. Please read this maintenance manual carefully before operating your new slide. This manual includes important instructions required to maintain safe operation of the AquaDrop slide. 1 FAILURE TO FOLLOW THE GUIDELINES SET FORTH IN THIS MANUAL MAY CAUSE THE ■ AQUADROP SLIDE TO STOP OPERATING CORRECTLY AND/OR CAUSE INJURY! 5 0 2. Mechanical There are several mechanical components on the AquaDrop that require maintenance and/or monitoring to ensure the safety of the slide. Prior to any maintenance, ensure the trapdoor is down (open) and the Operations Key is removed from the "RCC1" panel. All checks should be performed in accordance with this maintenance manual and should be documented for your records. ENSURE THAT THE OPERATIONS KEY IS REMOVED BEFORE PERFORMING ANY MAINTENANCE ON THIS SLIDE! 2.i. Removing Launch Shroud The shroud is a protective and aesthetic cover that surrounds the base of the launch. Removal of the shroud is necessary to perform certain maintenance tasks on the trapdoor and other components. This section will describe how to remove the launch shroud. Figure 1: Shroud Installed Figure 2: Shroud Removed Maintenance Procedure: Removing Launch Shroud Equipment: Two people are required Materials: Frequency: As required 6 1 Procedure: 1. With one person on each side, carefully lift the shroud from the AquaDrop using the handles provided. 2. Place the shroud flat on the deck, clear of the immediate workspace. 3. Replace the shroud when maintenance is complete. 7 2 2.2. Access Panels There are two access panels located at the back of the launch which provide access to certain mechanical, electrical and pneumatic components. Removal of these panels is necessary to perform certain maintenance tasks. This section will describe how to remove these access panels. UPPER LOWER Figure 3: Access Panels Maintenance Procedure: Removing Access Panels Equipment: None Materials: _Frequency: Procedure: As required 1. Unscrew the four thumb screws from the panel you wish to remove. Be careful not to lose the screws. 2. Carefully remove the panel and set it on the ground with the finished side facing up. 3. Replace the panel when the maintenance is complete. 8 J 3 2.3. Trapdoor Assembly The trapdoor assembly is a critical component of the slide that requires regular inspection and maintenance. ;' DO NOT STAND ON THE TRAPDOOR WHILE PERFORMING ANY MAINTENANCE ACTIVITIES! J Figure 4: Trapdoor Assembly 2.3.1. Releasing the Trapdoor for Maintenance Certain maintenance activities require that the trapdoor be released and placed in the open position. This section will describe how to release the trapdoor. Equipment: Materials: eleasing the Trapdoor for Maintenance Aluminum framing square Frequency: As required 9 JI 4 Procedure: 1. Remove Operations key from the "RCC1" panel and turn off the air at the regulator. Refer to Section 3.1.1 for the location of the air regulator. 2. Observe proper lockout-tagout (LOTO) procedures. 3. Insert a framing square into the gap between the trapdoor and the launch capsule. See Figure 43. 4. Use the framing square to lever forward the roller bar and release the trapdoor. 1 10 5 2.3.2. Accessing the Trapdoor for Maintenance The trapdoor requires periodic inspection and maintenance, and full access to the trapdoor is required to perform these tasks. This section will describe how to access the trapdoor to perform maintenance tasks. Maintenance Procedure: Equipment: Materials: the Trapdoor for Maintenance Two people are required Frequency: As required Procedure: TRAPDOOR READY —FnR MAINTENANCE 1. Remove Operations Key from the "RCC1" panel and turn off the air at the regulator. Refer to 3.1.1 for the location of the air regulator. 2. Observe proper lockout-tagout (LOTO) procedures. 3. Remove the shroud as per Section 2.1 4. If the trapdoor is open, proceed to the next step, otherwise release the trapdoor as per Section 2.3.1. 5. Release the clamps on both sides of the trapdoor assembly. 6. With one person on each side of the trapdoor, slowly pull the trapdoor upwards using the handles. Use your free hand to move the trapdoor so that the rubber bumpers rest on top of the fiberglass. 7. DO NOT unfold the trapdoor assembly, as shown below. This will result in damage to the trapdoor. 11 6 DO NOT UNFOLD THE TRAPDOOR. THIS WILL RESULT IN 2.3.3. Returning the Trapdoor after Maintenance If the trapdoor has been removed from the slide to perform certain maintenance tasks, it will need to be returned to the slide prior to operating the slide. This section will describe how to return the trapdoor to the slide. a►n enance -roce• ure: e urning the Trapdoor after Maintenance Equipment: Materials: Two people are required Frequency: Procedure: As required 1. With one person on each side of the trapdoor, use one hand to grab the handle on the trapdoor plate and use the other hand to support the bottom of the trapdoor. 2. Slowly lift the trapdoor plate and guide the bottom of the trapdoor into the opening in the launch. 3. Once the trapdoor is fit into the opening, slowly lower the trapdoor until the plate rests on the fiberglass. Watch that your hands and feet are clear of the trapdoor as you lower it and DO NOT slam the trapdoor. 4. Engage the clamps on both sides of the trapdoor assembly. 12 7 2.3.4. Trapdoor Panel Inspection The trapdoor panel is a critical part of the trapdoor assembly and is what the rider stands on prior to being dropped into the slide. Periodic inspection of the trapdoor is required to ensure safe operation of the slide. 13 8 Maintenance Procedure: Equipment: Figure 5: Trapdoor Panel Trapdoor Inspection 348115 ASSY, PANEL, TRAPDOOR Materials: Frequency: Procedure: Daily 1. 2. 3. Prepare the trapdoor for maintenance access as per Section 2.3.2. Visually inspect the trapdoor for cracks or any other damage. If the trapdoor is damaged in any way, DO NOT operate the slide until repairs are completed by authorized personnel. 2.3.5. Cleaning the Trapdoor Panel The trapdoor panel requires periodic cleaning to prevent material buildup and to maintain its appearance. This section will describe the cleaning procedure. Maintenance Procedur Equipment: Materials: leaning the Trapdoor Panel Soft, lint free cloth, solution of mild detergent, chamois Frequency: Procedure: Daily 1. Prepare the trapdoor for maintenance access as per Section 2.3.2. 2. Clean the top and bottom surfaces of the trapdoor panel with a mild solution of soap or detergent and lukewarm water. 3. Use a soft cloth or sponge to gently loosen any dirt or debris and rinse well with water. 4. A chamois or cellulose sponge may be used to dry the trapdoor. 14 9 2.3.6. Roller Bar Inspection The roller bar is a critical component of the trapdoor mechanism and must be removed annually and subjected to dye penetrant inspection, as per ASTM E1417/E1417M, to inspect the part for cracks. This section will describe how to remove and inspect the roller bar. ,., ti ] '_ Figure 6: Roller Bar Detail 379989 ASSY, ROLLER BAR 2 Maintenance Procedure: Roller Bar Inspection Equipment: Retaining ring pliers Materials: Frequency: Annually Procedure: 1. Prepare the trapdoor for maintenance access as per Section 2.3.2. 2. Use the pliers to remove the retaining ring from the pin through the roller bar and pillow block. Remove the pin and washers. = - •eat on other side. 15 0 3. Use the pliers to remove the retain ng ring?rpm the pin through the roller bar and push rod connector. Remove pin and washers. 4. Remove the track rollers from roller bar assembl . 5. Have the roller bar inspected for cracks as per ASTM E1417/E1417M dye penetrate testing procedures. 6. If the roller bar is found to be free of cracks, reassemble the roller bar and trapdoor assembly. 7. If the roller bar is found to contain cracks, DO NOT OPERATE the slide until repairs are completed by 16 1 authorized personnel. Please retain the damaged roller bar for inspection by WhiteWater personnel. 17 2 2.3.7. Roller: The trapdoor has a set of two rollers which are vital components of the trapdoor release mechanism. The rollers are used to lock the trapdoor in both the open and closed positions. 379833 SET SCREW, HEX SOCKET HEAD, HALF DOG POINT, Figure 7: Roller Detail 379987 ROLLER, 2.3.7.1. Insp ectio n of Rolle rs Daily inspection of the rollers is required to ensure reliable operation of the trapdoor. This section will describe how to inspect the rollers. Maintenance Procedur: nspection of Rollers Equipment: Materials: Imperial Allen keys Frequency: Procedure: Daily 1. Visually inspect each roller for debris and corrosion. The inside face of the roller must be flush against the end of the roller bar and no threads should be visible. 2. Turn each roller by hand and ensure that they rotate smoothly without binding 3. Verify that each set screw is in place and secure (two per side). 4. If a roller is loose, damaged, seized or excessively corroded, replace it as per Section 2.3.7.2. 2.3.7.2. Replacement of Rollers Due to physical and environmental conditions, the rollers require periodic replacement. This section will describe how to replace the rollers. 18 3 Maintenance Procedure: Replacement of Rollers Equipment: Imperial Allen keys Torque wrench Materials: 379987-ROLLER, TRACK, QTY = 2 379833-SET SCREW, QTY = 4 Thread degreaser Loctite 7649 Primer N Loctite 242 (blue) Frequency: Annually or as required Procedure: 1. Loosen and remove the set screws which hold the roller in place and discard. 2. Unscrew and remove the old roller from the roller bar and discard. 3. Degrease the threads of the new track roller and prime with Loctite 7649 Primer N. Apply Loctite 242 (blue) to threads of track roller and torque to 20 N-m (175 in -lb.) 4. Replace the set screws with new ones, applying Loctite 242 (blue) to the threads. Torque set screws to 5.5 N-m (50 in -lb.) 2.3.8. Bumpers Rubber bumpers are used to absorb the impact energy when the trapdoor opens during operation. 334849 BUMPE J Figure 8: Bumper Detail 2.3.8.1. Inspec tion of Bump er Periodic inspection of the bumpers is required to ensure correct operation of the trapdoor. This section will describe how to inspect the bumpers. Maintenance Procedur nspection of Bumpers 4 Equipment: Materials: Frequency: Weekly Procedure: 1. Visually inspect each bumper for cracks and signs of material degradation. 2. If the bumper is cracked or has become brittle, replace the bumper as per Section 2.3.8.2. 2.3.8.2. Replacement of Rubber Bumpers Due to physical and environmental conditions, the bumpers may require replacement. This section will describe how to replace the bumpers. 20 5 Maintenance Procedure: Replacement of Rubber Bumpers Equipment: Imperial Allen keys Imperial wrenches Torque wrench Materials: 334849-BUMPER, QTY = 2 Loctite 242 (blue) Frequency: As required Procedure: 1. Remove and discard the locknut which secures the bumper. 2. Remove and discard the old bumper. 3. Replace the old bumper with a new one and fasten in place using a new locknut. Apply Loctite 242 (blue) to threads. 4. Torque the locknut to 14 N-m (10 ft-lb) 2.3.9. Retaining Ring Inspection The retaining rings in the trapdoor assembly are used to secure several key components. Periodic inspection of the retaining rings is required to ensure safe operation of the trapdoor. This section will describe the inspection procedure for the retaining rings. Maintenance Procedure: Retaining Ring Inspection Equipment: Retaining ring pliers Materials: Frequency: Procedure: Daily 1. Prepare the trapdoor for maintenance access as per Section 2.3.2. 2. All retaining rings must be securely seated with the groove of their respective pin. 3. Visually inspect the retaining ring that secures one side of the roller bar to one of the pillow blocks. Repeat on the other pillow block. 21 6 4. Visually inspect the retaining ring that secures the pushrod to the pushrod connector, and the retaining ring that secures the •ushrod connector to the roller bar. 5. Visually inspect the retaining ring that secures the rod end to the cylinder clevis. Also check the security wire that is fed through the head of the bolt that fastens the 22 7 6. If any retaining rings are missing, DO NOT OPERATE 2.3.10. Roller Plate Inspection The roller plates are used to support the trapdoor in the closed position. Periodic inspection of the roller plates is required to ensure safe and reliable trapdoor operation. This section will describe how to inspect the roller plates. Figure 9: Roller Plate Location 23 1 340097-01 & -02 ROLLER PLATE, LH & Figure 10: Roller Plate Location Detail 8 Maintenance Procedure: Roller Plate Inspection Equipment: Materials: Frequency: Daily Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Disengage the entry door as per Section 2.4.3. 4. Wearing appropriate fall protection gear, open the entry door and inspect the roller plates for wear, debris, or corrosion. 5. Replace the roller plates as required. 2.3.11. Trap Inspection The traps are used to lock the trapdoor in the open position after a rider has been launched. Periodic inspection of the traps is required to ensure safe and reliable trapdoor operation. This section will describe how to inspect the traps. Figure 11: Trap Location 340090 TRAP PLATE Figure 12: Trap Location Detail Maintenance Procedure: Equipment: Trap Inspection Materials: Frequency: Procedure: Daily 1. Remove the shroud as per Section 2.1. 2. Look through the holes on the side of the launch and inspect the traps for signs of wear or degradation. 3. Replace the traps as required. 24 9 2.3.12. Hinge Inspection The hinges allow the trapdoor assembly to be manipulated for maintenance access. Periodic inspection of the hinges is required. This section will describe how to inspect the hinges. Note that the location and type of hinge(s) may vary depending on your installation. 341880 HINGE Figure 13: Hinge Locations Maintenance Procedure: Hinge Inspection Equipment: Imperial wrenches Torque wrench Materials: Lithium grease Loctite 242 (blue) Frequency: Weekly Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Lubricate the hinge(s) using lithium grease. 4. Inspect the locknuts that secure the hinge(s) and verify that none are loose. 5. If a locknut is found to be loose, replace it with a new one. Apply Loctite 242 (blue) to threads and torque to 20 N-m (15 ft-Ib). 2.3.13. Rubber Coupler Inspection The rubber coupler provides the torque connection between the rotary actuator and the trapdoor. Periodic inspection of the coupler is required. This section will describe how to inspect the coupler. 25 0 335214 RUBBER Figure 14: Rubber Coupler 334821 ROTARY Maintenance Procedure: Rubber Coupler Inspection Equipment: Materials: Frequency: Procedure: Daily 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Carefully inspect the rubber coupler for signs of wear or degradation. 4. Replace coupler as required. 26 1 2.3.14. Pushrod Linkage The pushrod linkage is responsible for converting the linear motion of the drop cylinder into the rotational motion of the roller bar assembly. When the drop cylinder is retracted, the roller bar rotates backwards towards the drop cylinder; releasing the trapdoor from its supports and dispatching a rider into the slide. When the trapdoor swings back into the up and locked position, an internal spring within the drop cylinder provides a positive force to push the roller bar forward into the locked position. Figure 15: Pushrod Linkage, Overview 337626 ROD 359370 PUSHRO 360986 CLEVIS Figure 16: Pushrod Linkage, Drop Cylinder Side 27 2 359370 PUSHRO 376554 ASSY, PUSHROD Figure 17: Pushrod Linkage, Roller Bar Side ?.3.14.1 Inspecting the Pushrod Linkage During normal operating conditions, the roller bar should be firmly pressed against the pillow blocks due to the spring force from the drop cylinder. However, over time, the pushrod linkage may become worn, resulting in a loose connection between the drop cylinder and the roller bar. Too much play in this linkage may result in unreliable operation of the trapdoor. The following procedure will describe how to inspect the pushrod linkage. Maintenance Procedure: Inspecting the Pushrod Linkage Equipment: Materials: Imperial wrenches Retaining ring pliers Frequency: Procedure: Weekly 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Turn off the air supply as per Section 3.1.4. Follow proper LOTO procedures. 4. With your hand, gently pull back on the roller bar. If you can move the roller bar away from the face of the pillow block by more than 3 mm (1/8") without overcoming the spring force from the drop cylinder, then the pushrod linkage is either improperly adjusting or excessively worn. 28 3 PILLOW BLOCK C ROLLER BAR ROLLER BAR MUST BE V FIRMLY PRESSED • AGAINST PILLOW R1nruc 5. Inspect the pin holes of the pushrod, pushrod connector, roller bar, rod eye and clevis for signs of wear. If excessive wear is observed; i.e. holes have become oval shaped, then the affected parts must be replaced. 6. After all affected parts have been replaced, adjust the pushrod linkage as per Section 2.3.14.2. 7. If no other maintenance is required, lower the trapdoor back into the AquaDrop as per Section 2.3.3. 8. Turn on the air supply. 9. Perform the framing square test as per 4.4.7 to ensure correct adjust of the proximity sensors. 10. Replace the shroud. 2.3.14.2. Adjusting the Pushrod Linkage Over time the pushrod linkage may become loose and will require adjustment. The following procedure will describe how to adjust the pushrod linkage. Maintenance Procedure: Adjusting the Pushrod Linkage Equipment: Imperial wrenches Retaining ring pliers Materials: - Frequency: As required Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Turn off the air supply as per Section 3.1.4. Follow proper LOTO procedures. 4. Use pliers to remove the retaining ring from the clevis pin and pull the clevis pin out to disengage the cylinder from the linkage. 5. Loosen the nut between the rod eye and the pushrod. 6. Adjust the depth of the rod eye within the pushrod. The 29 4 rod eye must be adjusted such that when the roller bar is firmly 30 5 CYLINDER MUST BE COMPRESSED 3-5 mm ' WHEN CONNECTED TO RITJ.FR RAR 2 ROLLER r = 1 ROLLER BAR FIRMLY AGAINST PTTT.nw RT.fCKC pressed against the face of the pillow blocks, the drop cylinder is compressed/pre-loaded 3-5 mm (1/8 - 3/16"). 41404., 7. Once the pushrod length is properly adjusted, tighten the nut on the rod eye. Apply Loctite 242 (blue) to the threads of the rod eye and nut before tightening. 8. If no other maintenance is required, lower the trapdoor back into the AquaDrop as per Section 2.3.3. 9. Turn on the air supply. 10. Perform the framing square test as per Section Error! Reference source not found. to ensure correct adjust of the proximity sensors. 11 _ Renlace the shroud 31 6 2.4. Entry Door Assembly The entry door is a mechanically actuated door which is responsible for allowing riders to enter the launch capsule. The primary components of the entry door assembly are shown below. 334266 SENSOR, MALE, i _I 379196 ASSY, ACTUATOR, J 354112 ASSY, CANOPY, ENTRY J Figure 18: Entry Door Assembly, Front View 32 334318 SENSOR, FEMALE, 7 8 Figure 19: Entry Door Assembly, Rear View The entry door requires periodic inspection to check for cracks and damage. This section will describe the inspection procedure. Maintenance Procedure. Entry Door Inspection Equipment: Materials: Frequency: Procedure: Daily 1. 2. Visually inspect the entire entry door for signs of damage, including chips and cracks. If any cracks are found in the door, immediately stop operation of the slide and contact WhiteWater. 34 9 2.4.2. Cleaning the Entry Door Acrylic The entry door acrylic requires periodic cleaning to prevent material buildup from occurring and to maintain its appearance. This section will describe the cleaning procedure. Maintenance Procedure: Cleaning the Entry Door Acrylic Equipment: Materials: Soft, lint free cloth, solution of mild detergent, chamois Frequency: Procedure: Daily 1. Remove the Operations Key from the "RCC1" panel as per Section 4.2.1. 2. Turn off the air supply as per Section 3.1.4. Follow proper LOTO procedures. 3. Disengage the entry door as per Section 2.4.3. 4. Clean the interior and exterior of the acrylic entry door with a mild solution of soap or detergent and lukewarm water. 5. Use a soft cloth or sponge to gently loosen any dirt or debris and rinse well with water. 6. A chamois or cellulose sponge may be used to dry the acrylic. 35 0 2.4.3. Disengaging the Entry Door for Maintenance/Emergency Release Certain maintenance and operational procedures require the entry door to be opened manually. This section will describe how to open the door manually. DO NOT OPERATE THE ENTRY DOOR MANUALLY DURING NORMAL OPERATIONS! THIS WILL BYPASS THE SAFETY SYSTEM AND MAY RESULT IN INJURY TO THE RIDER! 355141 RELEASE J r 354286 LINKAGE Figure 20: Entry Door, Linear Actuator Assembly r 379196 ASSY, ACTUATOR, Maintenance Procedure: Disengaging the Entry Door for Maintenance/Emergency Release Equipment: Step ladder Materials: - Frequency: As required Procedure: 1. Secure all personnel against falling when working around the flume opening, in accordance with local workplace safety regulations. 2. Remove the Operations Key from the "RCC1" panel as per Section 4.2.1. 3. Remove the upper access panel from the back of the launch capsule. 36 1 4 Turn the switch on the "JBDOOR" panel to the OFF position. 5. Use a small step ladder, if needed, to pull up on and remove the release pin connecting the linkage bar and linear actuator. Note: If the pin is stuck you will need to push the door forward slightly to remove the load from the linkage. 6. The door is now free to open and close without power. 2.4.4. Re-engaging the Entry Door for Normal Operations If the entry door has been disengaged to perform certain maintenance and operational procedures, it will need to be re-engaged to resume normal operations. This section will describe how to re-engage the entry door. I DO NOT E DURING NORMALOPERATTHE OPERAENTRYDOORTIONS! THISMANUALLY WILL i BYPASS THE SAFETY SYSTEM AND MAY RESULT IN INJURY TO THE RIDER! Maintenance Procedure: Re-engaging the Entry Door for Normal Operations Equipment: Step ladder Materials: - Frequency: As required Procedure: 1. Ensure the Operations Key is removed from the "RCC1" panel. 2. Ensure the switch on the "JBDOOR" panel is in the OFF position. 3. Insert the release pin through the linkage bar and the end of the linear actuator. Push the pin all the way down through the bottom of the linkage bar. 4. Turn the switch on the "JBDOOR" panel to the ON position. 5. Replace the upper access panel to the back of the launch. 6. Return the Operations Key to the "RCC1" panel. 37 2 2.4.6. Entry Door Hinge Inspection The entry door is attached to the fiberglass launch capsule with a piano hinge. Periodic inspection of the hinges and fasteners is required. This section will describe how to inspect and tighten the hinge bolts. Figure 21: Entry Door Hinge 354113 HINGE Maintenance Procedure: Ent Door Hinge Inspection Equipment: Imperial Allen keys Imperial wrenches Torque wrench Materials: Frequency: Weekly Procedure: 1. Visually inspect the hinge and ensure that it's securely attached to the launch capsule and entry door. 2. Tighten any loose bolts to 13 N-m (10 ft-Ib), but do not over tighten as this may damage the acrylic door. 3. Wipe the hinge with a lint free cloth and water to remove any buildup, dirt or debris and rinse with water. 38 3 '.4.7. Replacing the Linear Actuator The linear actuator is used to provide mechanical force to open and close the entry door. In the event that the actuator fails, it will need to be removed and replaced. This section will describe how to replace the linear actuator. c 356436 ASSY, LINKAGE 379196 1 ASSY, ACTUATOR, 1 r 356436 ASSY, LINKAGE ROD Figure 22: Linear Actuator Assembly Figure 23: Linkage Rod Detail 39 4 Maintenance Procedure: Replacing the Linear Actuator Equipment: Imperial Allen keys Imperial wrenches Step ladder Materials: 379196-ASSY, ACTUATOR, LINEAR, QTY = 1 Frequency: As required Procedure: 1. Disengage the entry door as per Section 2.4.3. 2. Disconnect the cable on the linear actuator from the "JBDOOR" panel at the back of the launch capsule. 3. Remove the shoulder bolt that connects the linear actuator to the angle bracket and remove the defective actuator. Be careful not to lose any fasteners. 4. Complete the reassembly of the new linear actuator. 5. Re-engage the entry door to the linkage assembly as per Section 2.4.4. 6. Ensure that the release pin is easy to remove when connected to the linkage bar and linear actuator when the linear actuator is fully retracted. If not, use a wrench on the flats of the linkage rod to adjust the position of the door. 40 5 2.4.8. Replacing Safety Switch ComponentF The safety switch is another important feature of the safety system and is used to tell the system when the entry door is closed. The safety switch is composed of two components: the switch which is mounted within the launch capsule, and the switch actuator which is mounted to the entry door. Over time, one or both of these switch components may fail and require replacement. This section will describe how to replace both switch components. 334266 SENSOR, MALE, J ( 334318 SENSOR, FEMALE, J Figure 24: Safety Switch Details Maintenance Procedure: Replacing Safety Switch Components Equipment: Materials: Imperial Allen keys Imperial wrenches 334266-SENSOR, MALE, SAFETY, QTY = 1 334318-SENSOR, FEMALE, SAFETY, QTY = 1 Frequency: Procedure: As required 1. Disengage the entry door as per Section 2.4.3. 2. To replace the male sensor, remove the cover panel at the top of the launch. Unscrew the cable from the sensor and remove the fasteners securing the switch to the mounting bracket. 41 6 3. Replace the old switch with the new one. Connect the cable to the new switch and secure the switch to the mounting bracket using the fasteners. 4. Reinstall the cover panel to the top of the launch. 5. To replace the female sensor, remove the cover panel from the top of the entry door. Remove the fasteners which secure the sensor to the mounting bracket. 5. Replace the sensor with the new one and secure it to the mounting bracket using the 42 7 3. Pneumatics The AquaDrop uses compressed of its automated movements. A AquaDrop with the air pressure compressor should be above the air and various pneumatic components for the majority compressor must be installed in order to supply the required for operation. The pressure setting on the operating pressure of the AquaDrop. COMPRESSOR AIR PRESSURE > 689 kPa [100 psiJ DRY AIR IS REQUIRED TO PROVIDE SAFE AND RELIABLE OPERATION OF PNEUMATIC COMPONENTS Figure 25: Location of Pneumatic Components 43 • II II " " 11 • Figure 26: Detail View of Pneumatic Components 8 r 345183 AIR PREPARATION 3.1. Air Supply Figure 27: Detail View of Pneumatic Components P r e p a r a t i 0 n 345184 PRESSURE J U n i t An air preparation unit, as shown below, is used to filter and regulate the air supplied to various pneumatic components. This unit regulates the air pressure supplied to the drop cylinder components and must not exceed 689 kPa [100 psi]. 44 9 0 ON/OFF 345183 AIR PREPARATION 380188 FILTER V Figure 28: Air Preparation Unit PRESSURE CONTROL PRESSURE GAUGE 3.1.2. Pressure Regulator for Rotary Actuator An additional pressure regulator is provided downstream of the air preparation unit to regulate the pressure supplied to the rotary actuator. This pressure must not exceed 552 kPa [80 psi]. 345184 PRESSURE REGULATOR L!\ MAX AIR PRESSURE 552 kPa 180 psi] Figure 29: Pressure Regulator for Rotary Actuator 46 1 3.1.3. Flow Control Valve for Drop Cylinder A flow control valve is located between the two solenoid valves used to actuate the drop cylinder. The purpose of this valve to regulate the air flow into the drop cylinder, allowing the trapdoor to drop at the minimum required pressure for the given rider weight. The valve is factory set to successfully launch the maximum rider weight; however, the opening may be adjusted to account for various external factors. Figure 30: Trapdoor Assembly -Pneumatic Components 346086 FLOW CONTROL VALVE 3.1.4. T u r n n g 0 f f 47 Air Supply 2 Figure 31: Flow Control Valve When performing maintenance operations it is important to shut off the air supply to prevent accidental pneumatic actuator movement. This section will describe how to turn off the air supply. Maintenance Procedure: Turning o i _ " • • y ■ Equipment: Materials: Frequency: Procedure: As required 1. Remove the lower access panel from the back of the launch. 2. Turn the on/off valve on the air preparation unit counterclockwise. 48 3 3. You will hear air discharge and the pressure gauge will read 0 kPa [0 psi]. 3.1.5. Adjusting Unit Air Pressure If the air pressure is set incorrectly, the trapdoor may bang loudly when released, fail to catch in the traps, or may fail to launch riders near the upper weight limit. This section will describe how to adjust the air pressure. Maintenance Procedure: Adjusting Unit Air Pressure Equipment: Materials: Frequency: Procedure: As required 1. Remove the lower access panel from the back of the launch. 2. Adjust the pressure regulator supplying the rotary actuator to the lowest air pressure at which the trapdoor will open in one swing and close in one swing. 3. Turn the pressure control valve clockwise to increase the air pressure or counterclockwise to decrease the air pressure. The air pressure is displayed on the pressure gauge. DO NOT EXCEED THE MAXIMUM AIR PRESSURE! 3.1.6. Replacing Filter Periodically, the filter in the air preparation unit will need to be replaced. This section will describe how to replace the filter. Maintenance Procedure: Replacing Filter all Equipment: Materials: 380188-FILTER CARTRIDGE, QTY = 1 Frequency: Annually 49 4 Procedure: 1. Remove the lower access panel from the back of the launch. 2. Turn off the air supply as per Section 3.1.4. Follow proper LOTO procedures. 3. Turn the filter counterclockwise to remove it. 4. Replace the air filter and turn clockwise until it is tight. 5. Turn on the air supply. 50 5 Solenoid Valves Solenoid valves are used on the trapdoor assembly to control the motion of the rotary actuator and the drop cylinder. Figure 32: Trapdoor Assembly -Pneumatic Components 3.2.1. Replacing a Solenoid Valve If a solenoid operated directional control valve begins to leak or stops working it will be necessary to replace it. This section will describe how to replace a solenoid valve. 1 342044 SOLENOID Figure 33: Solenoid Valve Detail Maintenance Procedure: Replacing a Solenoid Valve Equipment: Philips head screw driver Materials: Frequency: Loctite Marine Grade Anti -Seize Annually, or as required Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 51 6 6. Turn off the air supply as per Section Error! Reference source not found.. Follow proper LOTO procedures. 3. Disconnect the push -to -connect fittings and unscrew the signal cable from the defective valve. 4. Remove the two screws from the defective solenoid valve. 5. Replace the push -to -connect fittings and signal cable on the new solenoid valve. Ensure that they are in the same locations as they were originally. Rotary Actuator The rotary actuator is used to energize the trapdoor while it's swinging to ensure it has sufficient momentum to reach the traps and lock in place. 334821 ROTARY I r 1 348134 ASSY, PLUG SOCKET & 3 PIN CORDSET 1 Figure 34: Rotary Actuator Components 370048 ASSY, PROXIMITY SENSOR & J 3.3.1. Rotary Actuator Replacement Overtime, the actuator may fail and require replacement. This section will describe how to replace the rotary actuator. Maintenance Procedure: Replacing the Rotary Actuator Equipment: Imperial Wrenches Imperial & Metric Allen keys Torque wrench Materials: 334821-ROTARY ACTUATOR, QTY = 1 Loctite Marine Grade Anti -Seize Loctite 242 (blue) 52 7 Frequency: As required 53 8 Procedure: 337814 TRAPDOOR HINGE 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 7. Turn off the air supply as per Section Error! Reference source not found.. Follow proper LOTO procedures. 3. Disconnect the two push -to -connect fittings, unplug the electrical connector, and remove the proximity sensor. 4. Unscrew the two bolts that fasten the clevis foot to the trapdoor mount plate and unscrew the two bolts that secure the hinge to the trapdoor panel. 5. Remove the clevis foot and hinge from the shaft. 6. Unscrew the four bolts that the mounting plate. 54 9 335214 SHEET COUPLER 337814 TRAPDOOR HINGE 334820 ACTUATOR FLANGE 7. Unscrew the four bolts that secure the rotary actuator flange to the trapdoor hinge and unscrew the bolt that secures the rotary actuator flange to the rotary actuator shaft. 8. Unscre e two bolts that fasten the rotary actuator to the sheet coupler and remove the defective actuator. 9. Ensure that the stopper (with the sensor) on the new rotary actuator is rotated, such that it does not contact the moving/rotating arm when the trapdoor is closed. Torque to 38 N-m (28 ft-Ib). 55 0 TRAPDOOR OPEN J 10. Ensure that the stopper (without the sensor is rotated such that it does not contact the moving/rotating arm when the trapdoor is open. Torque to 38 N-m (28 ft-lb). 11. Re e the old rotary actuator with the new one and reassemble as per the following instructions. 12. Fasten the new actuator to the sheet coupler. Apply Loctite 242 (blue) to the fasteners and torque to 14 N-m (10 ft-lb). 13. Fasten the flange to t e hinge and slide the flange on the rotary actuator shaft. Apply Loctite 242 (blue) to the fasteners and torque to 14 N-m (10 ft-lb). 56 1 14. Fasten the hinge to the trapdoor panel. Apply Loctite 242 (blue) to the fasteners and torque to 14 N-m (10 ft-Ib). DO NOT OVERTIGHTEN! This may crack the trapdoor panel. 15. Slide the clevis foot and hinge on thpin and fasten the clevis foot. Apply Loctite 242 (blue) to the fasteners and torque to 20 N-m (15 ft-Ib). 16. Fasten the hinge to their_apdgcTrg�nel. Apply Loctite 242 (blue) to the fasteners and torque to 14 N-m (10 ft-Ib). DO NOT OVERTIGHTEN! This may crack the trapdoor panel. 57 2 17. If no other maintenance is required, lower the trapdoor back into the AquaDrop. 18. Turn on the air supply. 19. Replace the shroud. 58 3 Trapdoor Drop Cylinder As the name implies, the trapdoor drop cylinder is used to disengage the locking mechanism and drop the trapdoor. 334832 TRAPDOOR J 378509 RETAINING J 334837 PROXIMITY Figure 35: Drop Cylinder Overview 334835 DROP 334347 SECURITY J 360986 CLEVIS 3.4.1. Replacing the Trapdoor Drop Cylinder Over time, the cylinder may fail and require replacement. This section will describe how to replace the trapdoor drop cylinder. Maintenance Proce • ure: Replacing the Trapdoor Drop Cylinder Equipment: Imperial wrenches Imperial and Metric Allen keys Retaining ring pliers Torque wrench Materials: 334835-DROP CYLINDER 334347-SECURITY WIRE Loctite 242 (blue) Frequency: As required Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Turn off the air supply as per Section Error! Reference source not found.. Follow proper LOTO procedures. 4. Disconnect the push -to -connect fittings to remove the proximity sensor from the defective cylinder. 59 4 5. Use pliers to remove the retaining ring from the clevis pin and pull the clevis pin out to disengage the cylinder from the linkage. 6. Unscrew the four bolts which fasten the cylinder to the trapdoor hinge. 7. Unscrew the four bolts which fasten the two mounting feet to the cylinder. 8. Remove the security wire from the bolt head and unscrew the bolt which fastens the clevis to the end of the cylinder. 9. Replace the defective cylinder with the new one and reassemble as per the following instructions. 10. Fasten the clevis to the drop cylinder. Clean the screw hole with acetone and use permanent Loctite 262 (red). Torque to 24 N-m (18 ft-Ib). 11. Replace the security wire with a new one, feed it through thc bolt head and twist thc cnds. 60 5 12. Fasten the four bolts which o mounting feet to the cylinder. Apply Loctite 242 (blue) to the threads. Torque to 24 N-m (18 ft-Ib). 13. Fasten the four bolts which secure the cylinder to the trapdoor hinge. Apply Loctite 242 (blue) to the threads. Torque to 24 N-m (18 ft-Ib). 14. Adjust the pushrod linkage as per Section 2.3.14.2. 15. Insert the clevis pin through the clevis and rod eye. Use retaining ring pliers to install the retaining ring onto the clevis pin. 16. Reconnect the air line and install the proximity sensor. 17. If no other maintenance is required, lower the trapdoor back into the AquaDrop. 18. Turn on the air supply. 19. Perform the framing square test as per Section 4.4.7 to ensure correct adjust of the proximity sensor. 20. Replace the shroud. 61 6 4. Electrical DUE TO ELECTRICAL HAZARDS, ONLY AUTHORIZED PERSONNEL ARE PERMITTED TO PERFORM ELECTRCIAL WORK! I "PCC1" Panel The "PCC1" panel is the main power center for the slide. Supply voltage from the site is fed into the panel and 24 VDC is output from the power supply and is fed to the "RCC1" panel. The power supply has a manual switch and is suitable for 100-250 VAC, 50-60 Hz input. The panel also features a battery backup unit to temporarily supply power to the slide in the event of a power outage. CIRCUIT BREAKER FOR AC l 1 CIRCUIT BREAKER FOR DC Figure 36: "PCC1" Panel 4.2. "R C C 1 YY P a n el i- DJ%11L"1Cx BACKUP i 24 VDC POWER N1A1V UAL SWITCH The "RCC1" panel is the primary slide control console for the operator and is located on 62 7 the tower near the entry to the launch capsule. This panel features the main power key switch, trapdoor and entry door control pushbuttons, an alarm indicator lamp, and an emergency stop pushbutton. There is also a window to view the error codes displayed on the PLC, as well as a lamacoid label to describe each of the error codes. 63 8 Figure 37: "RCC1" Panel 4.2.1. Remo ving the Oper ation s Key It is an important safety measure to remove the Operations Key prior to performing any maintenance activities on the slide. This section will describe how to remove the Operations Key from the "RCC1" panel. a►ntenance 'roce• ure: emov►ng the Operations Key ail Equipment: Materials: Frequency: As required Procedure: 1. Go to the "RCC1" panel and turn the key counterclockwise. 2. Remove the key and store in a safe place while performing maintenance. 3. Return the key to the "RCC1" panel after the maintenance is complete if slide operations are to continue, otherwise store the Operations Key in a safe place until slide operations commence. 4.2.2. Turning the Slide ON The slide is turned on by inserting the Operations Key into the key switch on the "RCC1" panel and turning it clockwise. Maintenance Procedure: Turning the Slide ON 64 9 Equipment: Materials: Frequency: As required Procedure: 1. Go to the "RCC1" panel and insert the Operations Key into the key switch. 65 0 2. Turn the key clockwise. 3. The screen on the PLC will display a UE code. If you cannot see anything on the PLC, check the breakers in both the "PCC1" and "RCC1" 4.2.3. Turning the Slide OFF At the end of the day the slide is shut down by turning the Operations Key in the "RCC1" panel counterclockwise and removing it from the panel. Store the Operations Key in a safe place. The power to the "RCC1" panel will remain ON but the slide cannot be operated without the operations key. TURNING THE SLIDE OFF USING THE OPERATIONS KEY DOES NOT SHUT THE POWER OFF! Maintenance Procedure: Turning the Slide OFF Equipment: Materials: Frequency: Procedure: As required 1. Go to the "RCC1" panel and turn the key counterclockwise. 2. Remove the Operations Key from the "RCC1" panel as per Section 4.2.1. 3. Store the Operations Key in a safe place. 4.2.4. Turning Power OFF to Slide When performing certain maintenance activities it may be necessary to turn off power and de -energize the panel and various field devices. This section will describe how to turn off the power. Maintenance rocedure: urning the Power OFF .01 Equipment: Materials: Frequency: As required Procedure: 1. Due to electrical hazards, only qualified maintenance personnel are authorized to perform this procedure. 2. Locate the "PCC1" panel, which is typically mounted near the base of the tower. 3. Open the "PCC1" panel and switch the two breakers to the OFF position. This will turn off the power to the "RCC1" panel and all field devices. 66 1 SWITCH CIRCUIT BREAKERS OFF 4.2.5. Cycling Power to the PLC Some faults cannot be cleared without cycling power to the PLC. This section will describe how to cycle the power to the PLC. Ma►n enance 'roce•ure: g ' ower to the PLC Equipment: Materials: Frequency: As required Procedure: 1. Go to the "RCC1" panel and turn the key counterclockwise. 2. Press and hold the "CLEAR" and "LAUNCH 2" pushbuttons simultaneously for one second and then release. The lights on the PLC should turn off and then back on: _. " 67 2 Speaker The speaker provides an audible countdown of "3-2-1", once the launch buttons have been pressed. The speaker is located inside the launch capsule on the top shelf. Over time, the speaker may stop working and need to be replaced. This section will describe how to replace the speaker. 344118 VOICE OUTPUT J Figure 38: Speaker 344119 CONNECTION Maintenance Procedure: Replacing the Speaker Equipment: Materials: Frequency: Procedure: 344118-OUTPUT ELEMENT, SPEAKER As required 1. Disengage the entry door as per Section 2.4.3. 2. Remove the access panel within the launch capsule at the top. 3. Rotate the voice output element counterclockwise and remove. 4. Replace the defective voice output element with the new one. Line up the white lines on both elements, push in, and rotate the voice output element clockwise to lock in place. 68 3 4.4. Trapdoor Sensors Proximity sensors are used in three locations within the trapdoor assembly to monitor the positon of the trapdoor; one on the rotary actuator, one on the drop cylinder, and one on the roller bar. A pressure switch is also used to detect failures of the solenoid valves used to actuate the drop cylinder. The location of these devices is shown below. 1 PRESSURE SWITCH Figure 39: Trapdoor Sensor Locations 69 4 4.4.1. Adjusting Rotary Actuator Proximity Sensor When the trapdoor is in the closed position, the proximity sensor located on the stopper should be lit. If it is not lit, then it may need to be adjusted. This section will describe how to adjust the position of the proximity sensor on the rotary actuator. STOPPE M8 345258 SENSOR MTG J • Figure 40: Rotary Actuator Details 370048 ASSY, PROXIMITY AR Maintenance Procedure: Adjusting Rotary Actuator Proximity Sensor Equipment: Materials: 6mm hex Allen key Adjustable wrench Frequency: Procedure: As required 1. The trapdoor must be in the closed and locked position. 2. Remove the Operations Key from the "RCC1" panel as per Section 4.2.1. 3. Turn off the air supply as per Section Error! Reference source not found. Follow proper LOTO procedures. 4. Disengage the entry door as per Section 2.4.3 and open the entry door. 5. Reach between the top of the trapdoor and the door jamb and loosen the M8 cap screw on the rotary actuator. 6. Rotate the sensor mount/stopper until the sensor is activated, i.e. LED is lit. 7. Tighten the M8 cap screw. 8. If the sensor light will still not turn on it may be too far away from the face of the arm. 9. Prepare the trapdoor for maintenance as per Section 2.3.2. 10. Use wrenches to loosen the nuts on the body of 70 5 the cylinder and move the sensor towards the arm such that 71 6 the face is 1-2 mm (1/32"-1/16") from the face of the arm. 4.4.2. Replacing Rotary Actuator Proximity Sensor If adjusting the sensor does not fix the problem, it may be necessary to replace the sensor. This section will describe how to replace the sensor. Maintenance Procedure: eplacing Rotary Actuator Proximity Sensor Equipment: Metric wrenches Materials: Frequency: Procedure: As required 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Disconnect the end of the sensor cable from the distribution box. 4. Use the wrenches to loosen the nuts that secure the sensor to the mounting bracket and remove the sensor. 5. Replace the defective sensor with a new one. 6. Adjust the sensor position as per Section 4.4.1 4.4.3. Adjusting Drop Cylinder Proximity Sensor When the trapdoor is in the closed position, the proximity sensor located on the drop cylinder should be lit. If it is not lit, then it may need to be adjusted. This section will describe how to adjust the position of the proximity sensor on the drop cylinder. 334837 PROXIMITY SENSOR J Figure 41: Drop Cylinder Details Maintenance Procedure: Adjusting Drop Cylinder Proximity Sensor Equipment: Materials: Frequency: Small hex Allen key Framing square As required 72 7 Procedure: 1. Remove the shroud as per Section 2.1. 73 8 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Ensure the roller bar is fully out at its rest position with the drop cylinder extended, and that nothing is impeding the free movement of the roller bar. 4. Ensure the drop cylinder sensor is electrically connected, and the control system is on, but inactive, i.e. the Operations Key is removed. 5. Starting at the rear (far end from piston rod), slide the proximity sensor forward (towards the piston rod) until the amber light goes on. Continue moving the sensor forward until the light goes out. Move the sensor approximately 1mm (1/32") back, and lightly tighten the set screw. 6. Replace the trapdoor inside the ride as per Section 2.3.3. 4.4.4. ReOar_ing Drop Cvlindpr Proximity Sensor If adjusting the drop cylinder sensor does not fix the problem then it may be necessary to replace the sensor. Maintenance Procedure: Replacing Drop Cylinder Proximity Sensor Equipment: Small hex Allen key Materials: Frequency: Procedure: As required 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Disconnect the end of the sensor cable from the distribution box. 4. Use the Allen key to loosen the screw on the sensor and slide sensor out of channel. 5. Replace the defective sensor with a new one. 6. Adjust the sensor position as per Section 4.4.3. Arliiictinn Pr II r Rar Prnximity Sancnr When the trapdoor is in the closed position, the proximity sensor for the roller bar should be lit. If it's not lit, then it may need to be adjusted. This section will describe how to adjust the position of the proximity sensor for the roller bar. 74 9 Figure 42: Rotary Actuator Details Maintenance Procedure: Adjusting Roller Bar Proximity Sensor Equipment: Materials: Imperial wrenches Frequency: Procedure: As required 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Ensure the roller bar is fully out at its rest position with the drop cylinder extended, and that nothing is impeding the free movement of the roller bar. 4. Ensure the roller bar sensor is electrically connected, and the control system is on, but inactive, i.e. the Operations Key is removed. 5. Loosen the two bolts that fasten the sensor saddle to the pillow block. 6. Move the sensor until it is 2 mm (1/16") offset from the face of the roller bar in the locked position. Ensure that the light on the sensor is lit. 75 0 7. Tighten the two bolts that fasten the sensor saddle to the pillow block. 8. Replace the trapdoor inside the ride as per Section 2.3.3. 9. Close the trapdoor in the usual fashion. Ensure the liaht on the roller bar proximity sensor is lit. 4.4.6. Replacing Roller tsar Proximity Sensor If adjusting the roller bar sensor does not fix the problem then it may be necessary to replace the sensor. Maintenance Procedure: Replacing Roller Bar Proximity Sensor Equipment: Imperial wrenches Materials: Frequency: As required Procedure: 1. Remove the shroud as per Section 2.1. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Disconnect the end of the sensor cable from the distribution box. 4. Loosen the two screws on the sensor saddle and remove the defective sensor. 5. Connect the field connector to the new sensor. 6. Replace the defective sensor with a new one. 7. Adjust the sensor position as per Section 4.4.5. 4.4.7. Framing Square Test Proper positioning of the drop cylinder sensor and roller bar sensor is critical to both the SAFETY and the RELIABILITY of the AquaDrop ride. The following graphics illustrate the relationship between the sensor range, the safety, and the reliability of the system. If the drop cylinder sensor is placed too far forward on the cylinder (towards the piston rod) the ride will be UNRELIABLE but safe. 76 1 SENSOR OUTPUT 24 - 12 Safe and TRAPDO OR -12 I 0% 25% 50% 75% 100% CYLINDER TRAPDOO R SECUREL Sensor Output (Volts) Trapdoor Falls Left of This Line If the drop cylinder sensor is placed on the cylinder too far back (away from the piston rod) the ride will be UNSAFE, but reliable. SENSOR OUTPUT 24 12 0 -12 UNSAFE and TRAPDO OR TRAPDOO R SECUREL 0% 25% 50% 75% 100% CYLINDER Sensor Output (Volts) Trapdoor Falls Left of This Line Obviously, proper adjustment is such that UNRELIABILITY is risked, rather than risking the ride becoming UNSAFE. This means that as the drop cylinder retracts or is compressed, the drop cylinder sensor must positively turn off (output OV) prior to the trapdoor being unable to support a rider. 77 2 SENSOR OUTPUT 24 12 0 -12 TRAPDO OR Safe and TRAPDOO R SECUREL 0% 25% 50% 75% 100% CYLINDER Sensor Output (Volts) Trapdoor Falls Left of This Max Cylinder When the trapdoor is in the closed and locked position, both the drop cylinder sensor and the roller bar sensor should be lit. The following procedure will describe how to confirm that both the drop cylinder sensor and the roller bar sensor are in the proper positions. Maintenance Procedure: Framing Square Test— Test to Determine Proper Positioning of Drop Cylinder Sensor and Roller Bar Sensor Equipment: Framing square Sensor Allen key Materials: Frequency: Procedure: Weekly and every time sensors are serviced, adjusted or replaced 1. Start with the trapdoor up (closed) and the entry door open. 2. Remove the Operations Key from the "RCC1" panel as per Section 4.2.1. 3. Turn off the air supply as per Section 3.1.4. Follow proper LOTO procedures. 4. Secure all personnel present against falling, in accordance with local workplace safety regulation. 5. Secure a 22 kg (50 Ib.) load to the tie off anchors on the top of the launch and have it rest on the trapdoor for the duration of this test. 6. Duck down and observe the amber lights on the drop cylinder sensor and the roller bar sensor. Amber Tight "ON" means the switch is in the "closed" state, outputting 24V. 7. Insert the short arm of a framing square between the roller bar and the sliding surface. 78 3 8. Gently lever the long arm of the framing square up in a slow and controlled fashion, being careful not to move the roller bar so far that the trapdoor drops/opens. 9. Continuously observe the amber lights on the drop cylinder sensor and the roller bar sensor. 10. The amber lights on the drop cylinder sensor and the roller bar sensor must go OFF and the sensor output must be OV while the trapdoor is still firmly locked in the closed position while under load. 11. Release the pressure on the framing square and observe the roller bar. It must slip back into the fully engaged position, and the amber lights must go ON. 12. Repeat the test ten times. Ensure there is generous margin after the lights go out and Figure 43: Section View Showing Framing Square being used as a Lever to Push the Roller Bar away from Sliding Surface 79 4 Figure 44: Another View showing Framing Square being used as a Lever to Push the Roller Bar away from Sliding Surface 4.4.8. Pressure Switch for Valve Failure Detection A pressure switch is located between the two solenoid valves (V_DROP1 and V_DROP2) which release the trapdoor during the launch sequence. This pressure switch is integrated into the safety system to trigger a fault when failure of either of the two valves is detected. Figure 45: Trapdoor Assembly -Pneumatic Components 80 5 346089 PRESSURE SWITCH Figure 46: Pressure Switch Failure of the pressure switch will require it to be replaced immediately. This section will describe how to replace the pressure switch. Maintenance Procedu eplacing the Pressure Switch Equipment: Materials: Wrenches Frequency: Procedure: As required 1. Remove the shroud as per Section 2.1. 2. Turn off the air supply as per Section 3.1.4. 3. Disconnect the air line from the pressure switch. 4. Disconnect the electrical cable from the pressure switch. 5. Remove the defective pressure switch and replace it with the new one. 6. Reconnect the air line and electrical cable to the pressure switch. 81 6 5. Water Sprayer Nozzles (Flatline Loop Only) The sprayer system is a critical component of the Flatline Loop ride. The maintenance procedures outlined below must be followed to ensure safe operation of the ride. 5.1.1. Routine Visual Inspection ana Meaning of Sprayer Nozzles The sprayer system must be cleaned and visually inspected daily to ensure all spray nozzles are delivering adequate water flow. Maintenance Procedure: Routine Visual Inspection of Sprayers Equipment: Small screwdriver Materials: Frequency: Daily Procedure: 1. Clean the Y-strainer on the water line for the sprayers. 2. Prepare the trapdoor for maintenance as per Section 2.3.2. 3. Disengage the entry door for maintenance as per Section 2.4.3. 4. Secure a climbing rope safely to the hooks on top of the AquaLaunch. 5. Using a climbing harness, as per local OHSA regulations, descend down the slide from the launch opening. 6. Once in position at the first sprayer, have another staff member turn the water on. Yes, you will get wet. 7. Visually inspect all sprayers to ensure correct operation. 8. Use a small screwdriver to remove any debris lodged in the nozzles. Paddle Flow Switches As part of the safety system, the AquaDrop is equipped with two flow switches to monitor the water flow. One of the flow switches is located behind the back panel of the AquaDrop on the water line which feeds the Entry Capsule, and another flow switch is located on the water line which feeds the injectors just below the capsule. 82 7 355521 ASSY, FLOW SWITCH, PADDLF Figure 47: Paddle Flow Switch These flow switches may become stuck in the on or off position due to debris in the lines, or they may fail completely. This section will describe how to inspect and replace the flow switches. Maintenance Procedur nspection and Replacement of Flow Switche Equipment: Materials: Wrench and screw driver Frequency: As required Procedure: 1. Turn off the water. 2. If applicable, remove the back panel as per Section 2.2. 3. Unscrew the flow switch and check the paddle for debris, and remove the debris from the paddle if necessary. 4. Confirm that the flow switch is functioning correctly by checking the corresponding input on the PLC within the "RCC1" panel. The input on the PLC should cycle on and off as the paddle is cycled back and forth. 5. If the flow switch is functioning correctly, reinstall the flow switch. 6. If the flow switch is not functioning correctly, replace it with a new one. 83 8 6. Preventative Maintenance The following list outlines the various maintenance tasks required to safely and reliably operate your waterslide. Task Dail Weekly Monthly Yearl y y Clean trapdoor panel (Section 2.3.5) • Inspect trapdoor panel (Section 2.3.4) • Inspect rollers (Section 2.3.7.1) • Inspect retaining rings (Section 2.3.9) • Inspect roller plates (Section 2.3.10) • Inspect traps (Section 2.3.11) • Inspect rubber coupler (2.3.13) • Inspect entry door (Section 2.4.1) • Clean entry door (Section 2.4.2) • Inspect sprayers (Section 5.1.1) • Inspect slide surface for chips, cracks and defects • Inspect metallic components for corrosion and • excessive wear Inspect bumpers (Section 2.3.8.1) • Inspect trapdoor hinges (Section 2.3.12) • Inspect entry door hinge (Section 2.4.5) • Inspect pushrod linkage (Section 2.3.14.1) • Perform "Framing Square Test" on trapdoor sensors (Section 4.4.7) • Inspect pneumatic tubing for air leaks • Inspect electrical cables for abrasion and excess strain • Inspect electrical connectors for corrosion and water • ingress Perform dye penetrant testing on roller bar (Section • 2.3.6) Replace rollers (Section 2.3.7.2) • Replace bumpers (Section 2.3.8.2) • Replace solenoid valves (Section 3.2.1) • Replace filter cartridge (Section 3.1.6) • 84 9 6.1. End of Season Maintenance The following is a list of recommended tasks to be performed at the end of the operating season. • Remove the trapdoor assembly from the slide and store in a warm and dry location. • Cover the "RCC1" and multi -launch (if applicable) console to protect them from weather. You do not have to remove the cables connected to the base of the panel(s) as long as they are covered, but if you do, wrap the ends of the cables to protect them. • Follow the manufacturer's recommendations for proper maintenance of the battery backup unit. 85 0 7. Troubleshooting NEVER BYPASS ANY PART OF THE SAFETY SYSTEM (SENSORS, FLOW SWITCHES, ETC.) Fault Codes The table shown below is a list of fault codes that you will see during operation of the AquaDrop slide. The following sections will describe each of the fault codes and the steps required to resolve them. UE CODE DESCRIPTION 00 Ready 07 Water low 11 System water needs cycle 22 Trapdoor sensor fault 23 V_DROP1 valve fault or pressure switch fault 32 VDROP2 valve fault 33 System initialization 53 E-stop is pressed 88 Slide occupied 86 1 Common Problems The following list describes typical problems that may arise during operation of the slide and a list of potential solutions to each. Problem Solution Entry door won't open • If you have a Multi -Launch console, check that override switch is turned OFF. • Check proximity sensors on rotary actuator, drop cylinder, and roller bar. These should all be lit when the door is closed. If they're not lit, then they may need to be adjusted or replaced. • Check that "JBDOOR" switch is in the ON position. • Check that the release pin is connected to the linear actuator and linkage assembly No Sound • Check that the voice output element is properly connected to the voice output connection element. • The voice output element may need to be replaced. Trapdoor does not drop for heavy riders • Check the rollers for corrosion. • Check the unit air pressure. • Check flow control valve setting. • Ensure there isn't water in the air lines. Trapdoor does not latch in place after launching a rider • Check unit air pressure. • Ensure trapdoor clamps are engaged. • Ensure there isn't water in the air lines. • Confirm solenoid valve for rotary actuator is functional. Cannot launch rider when door is closed and slide is clear • Check that the light on the safety switch is green when the door is closed. If not, adjust the position of the switch and actuator until the light turns from red to green. • Switch or actuator may need to be replaced. • Faulty electrical connection. Flow switches won't go low after water is shut off 87 • Check flow switches for debris. • Check electrical connections for moisture and debris. • Flow switches may need to be replaced. 2 7.3. Fault Code "UE 00'. Fault code "UE 00" indicates that the system is ready for operation. When the PLC displays "UE 00" and the entry door is closed, both "LAUNCH" pushbuttons should be lit green and it is safe to launch a rider. If the PLC displays "UE 00" but the two "LAUNCH" pushbuttons are not lit green then the system thinks that the entry door is open and won't permit a launch. Solutions: • If the entry door is not closed, then close it using the "DOOR CLOSE" pushbutton. • If the entry door is already closed, there may be a problem with the door sensor or one of the electrical connections. o Check the alignment of the sensor and ensure that the light on the sensor is green when the door is closed. If the light is red instead of green then it may be too far from the safety switch actuator and the position may need to be adjusted. o The problem may also be due to a faulty sensor or connection between the sensor and the distribution box or other electrical connection. .�. Fault Code "UE 07 Fault code "UE 07" indicates there is insufficient water flow at one or more of the flow switches. The safety system continuously monitors each flow switch to ensure sufficient water flow. If the system detects insufficient water flow, a fault will be triggered and "UE 07" will be displayed on the PLC. The slide cannot operate until the problem has been resolved. Solutions: • Check that all pumps are turned on. • Confirm that the basket strainer is clean. • Identify which flow switch is causing the problem. o AquaDrop has two paddle style flow switches. o Use I/O table and look at PLC to see which one is off. o Flow switch may have debris in it or may need to be replaced. - ault Coae "Lit 11 Fault code "UE 11" indicates that the system water needs to be cycled. The safety system checks each flow switch every 24 hours to confirm that it has 88 3 changed state from ON to OFF. This check confirms that each flow switch is functioning properly. Without this check, if a flow 89 4 switch failed in the ON position then the system would think the water is ON even when the water is OFF. This is not safe! Normal daily operations where water is turned on in the morning and turned off in the evening is sufficient to satisfy this requirement. If the system detects that one or more flow switches have not changed state, then "UE 11" will be displayed on the PLC. The slide cannot operate until the problem has been resolved. Solutions: • With all pumps ON, confirm that all flow switch inputs on the PLC are ON. Refer to the I/O table. • If any flow switches are not ON then they may need to be cleaned or replaced. • With all pumps OFF, confirm that all flow switch inputs on the PLC are OFF. Refer to I/O table. • If any flow switches are not OFF then they may need to be cleaned or replaced. 7.6. Fault Code "UE 22" Fault code "UE 22" indicates a trapdoor sensor fault, or anytime the system detects an incomplete launch sequence. The safety system monitors each of the three trapdoor sensors to ensure they change state during each launch cycle. Similar to the flow switch check, this check confirms that each sensor is functioning properly. The slide cannot operate until the problem has been resolved. Causes: • Faulty sensor • Faulty solenoid valve • Loose or faulty electrical connection Solutions: • Ensure all electrical connections are clean, free of moisture (dielectric grease is fine), and snug. • All three sensor inputs on PLC should be ON when the trapdoor is up and locked. There are also lights on each sensor. If not, the sensor may be misaligned or may need to be replaced. Refer to I/O table. • Prepare the trapdoor for maintenance. Manually push the roller bar back to retract the drop cylinder; both the roller bar sensor and the drop cylinder sensor inputs should be OFF. The rotary actuator sensor input should also be OFF. If any are ON, then the sensor may be misaligned or may need to be replaced. Refer to I/O table. • If you replace a sensor and find that the problem is still not fixed, it could be a problem with the multi -port distribution box that connects the sensor back the "RCC1" panel. 90 5 o Example: If the sensor input on the PLC in ON when the sensor is unplugged from the distribution box, then there is likely a short circuit in the distribution box or cable. • If all three sensors are functioning correctly but you are still getting "UE 22" then it may be a faulty solenoid valve. Observe the lights on each solenoid to confirm that they are turning ON during a launch sequence. If not, there may be a faulty electrical connection or the valve may need to be replaced. Fault Code "UE 23" Fault code "UE 23" indicates a V_DROP1 solenoid valve fault, or a pressure sensor fault. Two solenoid valves in series are used to actuate the drop cylinder; V_DROP1 (1) and V_DROP2 (2). As part of the safety system, a pressure sensor (3) is located between the two valves to detect a valve failure. V_DROP1 is energized first and then V_DROP2 is energized a 300ms later If the pressure sensor detects pressure at any time other than during the launch sequence, "UE 23" fault will be triggered because either V_DROP1 valve has failed in the OPEN position, or the pressure sensor has failed in the ON position. 2 Solutions: • With the air supply OFF, if the pressure sensor input on the PLC is lit then the pressure sensor has failed. Refer to I/O table. • If the pressure sensor input is not lit on the PLC when the air supply is OFF, but is lit when the air supply is ON, then the valve has failed in the OPEN position and will need to be replaced. Refer to I/O table. 7.8. Fault Code "UE 32" Fault code "UE 32" indicates a V_DROP2 solenoid valve fault. Two solenoid valves in series are used to actuate the drop cylinder; V_DROP1 (1) and V_DROP2 91 6 (2). 92 7 As part of the safety system, a pressure sensor (3) is located between the two valves to detect a valve failure. V_DROP1 is energized first and then V_DROP2 is energized a 300ms later If the system detects movement of the trapdoor prior to V_DROP2 being energized, then V_DROP2 has failed OPEN and "UE 32" fault will be triggered. 2 Solutions: • Replace V_DROP2 valve 1.9. Fault Code "UE 33" Fault code "UE 33" indicates that the slide needs to be "cleared" before the system can operate. The safety system requires manual checks and acknowledgment that the slide is clear of riders or other hazards before allowing operation. Refer to the Operations Manual for instructions on how to "Clear" the slide. If after following the slide clearing sequence the slide will not operate, there is likely a problem with one of electrical devices. Solutions: • Referring to the I/O table, confirm that the inputs for the "CLEAR" button at the "RCC1" panel change state when pressed. • Referring to the I/O table, confirm that the inputs for the "CLEAR" button at the end of slide panel change state when pressed. • If any of those devices don't change state as they should, then there may be an electrical issue such as a loose wire, damaged cable, or water ingress. Contact electrician to resolve. 93 8 7.10. Fault Code "UE 53" Fault code "UE 53" indicates that one of the "ESTOP" buttons is pressed. The "ESTOP" buttons are Emergency Stop buttons that prevent the slide from operating in the event of an emergency. Solutions: • Release affected "ESTOP" button(s) and perform slide clearing procedure. • There may be an electrical issue with one of the devices; such as a loose wire, damaged cable, or water ingress. Contact electrician to resolve. 7.11. Fault Code "UE 88" Fault code "UE 88" indicates that a rider is currently within the slide. The safety system will not allow another rider to be launched until the slide is clear. If after following the slide clearing sequence the slide will not operate, there is likely a problem with one of electrical devices. Solutions: • Check electrical devices/connection for loose wires, damaged cables, or water ingress. Contact electrician to resolve. 94 9 8. Technical Support If after following all of the troubleshooting steps you still cannot resolve the issue, you may contact our technical support team. WhiteWater has a qualified team of specialists available to help resolve your issue. S 1-866-936-3996 AquaLoopMaintenance[cawhitewaterwest.com 95 0 9. Spare Parts Always remember to replenish your spares following any maintenance activities. You can contact WhiteWater's After Sales department or visit our After Sales & Service E-store to order parts. http://aftersales.whitewaterwest.com 96 1 10. Appendix 10.1.AquaDrop Flow Chart YES UE 33 System initialization YES Alt water flow sensors tuned off and on again A 4 4 4— All water flow sensors tuned off and on again \ Press alarm clear button AquaDrop Control System Flaw Chart Power on 1 UE 11 Water sensor test UE53 E-Step pressed Pre55 end of slide Clear button E-imp pressed 11 Water UE 07 now Water low sensor off UE 22 I Trapdoor\ Trapdoor 5ensoror !'+— seoSOr mechanical fault I fault f UE23 Drop valvel or pressure Sensor fault UE32 Drop 'calve or pressure sensor fault Drop vaIve1 fault UrOP valve fault 97 24 hour timer elapsed UEOO Ready Door closed YES Launch buttons held down > for 1seconds YES Trapdoor open UE88 Slide occupied YES End of slIde clear button pressed Trapdoor closed r" `• (Alarm clear -- button pressed Li 0 Typical operation Startup and errors System State of Procedure Event Condition 2 10.2.1/0 Table Area Description 1 riable Input{Output PLC ter mina End ofslide [EOS Clearbutton, nannallyopen E05CL_NO Input 10 End afslide [E05j Clear button,nor rnallyclosed EOSCL_NC Input 11 End of slide[E05j ESTOP button, rromuIlyopen EO5 EST OPi_NO Input LZ End of slide [Eel ESTOP button, nomuIlyopen Eo5 ESTOPZ_NO Input L3 Trapdoor Rotary Actuator Prox, nor malty open PS_LIP_NO Input 14 Trapdoor Rota ryAct uator Erroader ENC Input L5 Trapdoor Roller BarProx, rrarrnaIlyapen P5 di_ND input 16 Trapdoor drop Cyl. Prox, nor maIlyopen P5 d2_NO Input G Trapdoor 5f3'. e3 Rotate Open V_flP_R Output IQ10 Trapdoor 5/3Lalue3 Rotate Close V_CL_R Output 011 Trapdoor Sf3VaNeiDrop V_DROPZ Output QZ Trapdoor Sf3Vdtoe 2drap V_DROPi .._cLR 03 Trapdoor P•assure sensor todetect V_DROPvalye failure PV_L_NO a.t 10.2E Entry Door lakabAda rnPin4 DOOR_NO Input 1Q1Z Entry door 1 nearA€tuatorBack - - Q4via CR1-11 Entry Ma" Linear Act uatorBlac k CK?OR_flPE71 output 04via CR1-11 Entry Door 5ourrd Module Term. 2 SNdi output I0_13 Eut y char lokab Ada rn Pi n2 Dyn. A Output-CrynA 1Q14 Entry Door Lnea• Actuator Red - - Q51a CR2-11 Entry Door Linear Act uatarNed DOOR_CLOSE Output Ojvia CR2-it RCC1 [Pa rrel) Rotaryswit€hRSi,normallyopen R51_NO Input IQL5 RCC1 [Panel) Rotary swirtch R5i, nor rna Ily dosed R51_NC Input Iqi. RCC1 [Pa nel) Launch button 1, nor maIlydosed PB1_NC_ Input 1017 RCC1 [Panel) Laundrbuttani,nannalyopen PB1_NO_ Input/output -c rnA 10.24 RCC1{Panel) Laurrh button 2, nor malydosed PB2_NC_ Input Han RCC1 [Panel) LaundrbuttonZ,namesIlyopen PBZ_MQ_ InputjOutput -Cyrnk I0.2 RCC1 [Pa nel) Clea rbuttan,normally dosed PBCL_NC_ Input 10.23 RCC1 [Pa nel) Cleo rbutton,normalyopen PBCL_NO_ Input/output - Cryrnk 024 RCC1 [Panel) Water monitor, RCC_Wr _NO Input I025 RCC1 [Panel} Water monitor, rlomla y open Rv ' Wr _HC Input IC.Z' MuItFLaunchConsole [OPM[ Laundrbutton i,namwllyopen OPM_P61_PC Input 144 Muh -Launch Console [OPM[ Launch button 1, nor maIlydosed CPM_PBi_NC Input 145 MuRFLauric hConsole [OPM[ La unch b utton 2,namwllyopen OPM_P62_N6 Input -dynk 146 MufFLaunchConsole [OPM[ Launch button 2, normally dosed cc. M_PB2_NC Input -dynA 147 98 3 ADDENDUM: SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET, AQUADROP, SLIDE AE April 7, 2016 Page 29 Project # 31548 — Emerald Glen Aquatic Center 324 FLOW RATE DIMENSION -A (SPECIFY UNITS) DIMENSION-B (SPECIFY UNITS) DIMENSION-C (SPECIFY UNITS) G FINAL MEASUREMENTS 245 25 GPM DETAIL G PROJECT NAME PROJECT NUMBER SLIDE NUMBER CERTIFIER 6.5 IN 87 FT. 2 IN CAUTION - HYDRAULIC LOCATION IS FOR REPRESENTATION PURPOSES ONLY. FINAL HYDRAULIC LOCATION TO BE DETERMINED DURING COMMISSIONING. DIMENSION B OPERATING WATER DEPTH MEASUREMENT LOCATIONS MEASURE 1 '-0" 300 AWAY FROM JOINT EMERALD GLEN AQUATIC CENTER DETAIL H H DIMENSION C IS THE MINIMUM DISTANCE FROM THE HYDRAULIC TRANSITION WHERE AN ACCURATE READING CAN BE TAKEN. UPDATED WITH FINAL MEASUREMENTS MAP 2.31.9 F. REVISION DESCRIPTIONLME RECORD DATE DESIGN BY cCB �� JUN 052017 PROL G HECK CB JUN 062017 nN0 SJ JUN 062017 DRAFTING CHECK CB JUN 062017 SCALE 1:60 FILE W NOTE, METRIC DIMENSIONS METRIC MM IMPERIAL [IN] WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 1J7 31548 AE ANDY MULLIGA N 325 z 0 z O zz z O N W W (h 0) C 3 0 0 0 0 0 0 L U � O 0 � N � O .) N C.), N• O L D _N O • 0 -0 20 E z "' O co � N u 2 U � m a_o ▪ Q n • L• T_ Tel(604) 273-1068 CERTIFIER DATE Fax(604) 1: 273-4518 -MAR-2018 SHUTDOWN LANE FLOW TRANSITION DATA RECORDING SHEET EMERALD GLEN AQUATIC CENTER PROJECT Wa 3154831548-AE-S1270 • REVISAION I ][326j ADDENDUM: PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE April 7, 2016 Page 30 Project # 31548 — Emerald Glen Aquatic Center 327 PROCEDURE •'•: WHITEWATER,., PROJECT NO. - DOCUMENT NO. 428676 REVISION • X3 CREATED BY R.S. DATE 2017-07-06 APPROVED BY C.B. DATE 2018-03-05 TITLE PROCEDURE FOR ANNUAL OPERATIONAL TESTING OF WATERSLIDE 1.0 OBJECTIVE The objective of this procedure is to outline the procedure for the Owner/Operator to perform annual operational testing on their slide to ensure that it's operating within its prescribed operational limits. 2.0 SCOPE The scope of this document is limited to high speed body slides with shutdown lanes. 3.0 PROCEDURE FOR OPERATIONAL TESTING This section will outline the procedure for the Owner/Operator to perform annual operational testing on their slide to ensure that it's operating within its prescribed operational limits set during commissioning. 1. Inspect the slide surface and joints for defects such as chips and cracks. Perform remedial work as necessary. 2. To ensure optimal slide performance, the slide surface must be clean and free of scale and residue. Clean and wax the slide surface, per the O&M, if the slide surface is compromised. 3. Turn on the slide pumps. Ensure valve lockout tags installed during commissioning are still in place and haven't been tampered with. Verify that all flow meters are functional and reading within the prescribed range documented within the completed "shutdown lane flow transition data recording sheet" for the given slide. 4. Inspect the shutdown lane settings. Ensure that the flow transition is approximately centered within the flow transition markers, and that the water depth at the end of the shutdown lane is at the height of the depth marker set during commissioning. Refer to the completed "shutdown lane flow transition data recording sheet" for commissioning settings. 5. Document all slide settings; including slide surface quality, flow rate, location of flow transition, weir height, and depth of water in the shutdown lane. 4.0 REFERENCE Refer to the "shutdown lane flow transition data recording sheet" completed for the given slide during commissioning. This sheet provides the final, commissioned flow, depth and transition location measurements. WHITEWATER WEST INDUSTRIES LTD. Richmond, BC Canada Ph. (604) 273-1068 6700 McMillan Way Fax. (604) 273-4518 V6W 1J7 Web. www.whitewaterwest.com Page 1 of 1 328 ADDENDUM: MECHANICAL DRAWINGS April 7, 2016 Page 31 Project # 31548 — Emerald Glen Aquatic Center 329 LEGEND a 0 Q ai oz N, 0 1,, OZ QW <Q !,I < WQ —m I,I < 0 JQ 0 is W S: 'w< SLIDE AD DRAIN CHANNEL BELOW BOWL vs. 10' SLIDE AE SHUTDOWN .11 LANE L n I I SLIDE ff SHUTDOWN >n _LANE II' 10' I T.O. DECK EL 371.56' .. END SUMP IYP. ,.J 1 ;;Ili/ r[�J , HAIR & LINT STRAINER HAIR & LINT STRAINER TO SLIDE AD CHAMPAGNE BOWL ENTRY BOX FIDW RA1£: 400 GPM • SUPPLIED BY WHITEWATER` TO CHAMPAGNE BOWL 2- SPRAY PIPE 1 --„H><I---If FLOW RATE: 30 GPM 6" N 1112" DRAIN r 6" 6" • TO SLIDE ff SPEEDSLIDE ENTRY BOX 300 GPM • N !1/2" DRAIN PNEUMATIC COMPRESSOR'-.-.._ 1 SUPPLY BY OTHERS "I r.:;-,7 L_ J r 1- 4• T.O. PLATFORM 1 EL 414.51' 0 PLATFORM M.0 1 SUPPLIED BY WWI ASSEMBLED WITH 6" PVC TEE. TO BE INSTALLED WITHIN (10'-15') OF LAUNCH CAPSULE. SLIDE AD, AE, & AF PUMPING FLOW DIAGRAM N. T. S. 1 1/2" 1/2" AIR LINE TO SLIDE AE INJECTORS 0 AE23 FLOWRAI£: 350 GPM ED SUPPLIEWATER 0 ENSURE SLIDE IS ASSEMBLED WITH 4" PVC INJECTORS ORIENTED AS SHOWN TO SLIDE AE LAUNCH AREA 0 PLATFORM ELEV.+7FT 1.3 L/S DRY AIR 3 CFM 100 PSI 8 a:' i nl 5, 7,AIR AND WATER PIPING ROUTED THROUGH CENTER REAR OF LAUNCH - ROUGH OPENING IN DECK. PIPING IS CONCEALED IN FRP LAUNCH ENCLOSURE. 0 1/2" AIR LINE NOTES: 1. THE SCHEMATIC SHOWN ILLUSTRATES THE INTENDED FUNCTIONAL REQUIREMENTS FOR THE MECHANICAL OPERATION OF THE WATERSLIDES. LOCAL PROJECT ENGINEERS MAY DESIGN SITE -SPECIFIC SYSTEMS THAT DIFFER FROM THIS WITH THE RESPONSIBILITY FOR THE DESIGN RESTING WITH THE LOCAL ENGINEER. 2. PUMP PERFORMANCE, DISCHARGE PIPE SIZE & DISCHARGE BUTTERFLY VALVE ARE ESSENTIAL FOR PROPER SLIDE OPERATION. 3. PROVIDE THRUST BLOCKS OR RIGID CLAMPS AT ALL BENDS AND AS REQUIRED ALONG THE LENGTH OF SUCTION AND DISCHARGE PIPING. 4. PUMP SUCTION FLANGE SHOULD BE BELOW POOL WATER LEVEL 5. PIPE HAS TO BE RIGIDLY CLAMPED TO UNDERSIDE OF TOWER WITHIN 4 FEET OF FLEXIBLE PIPE CONNECTOR. 6. DOUBLE SUCTION INTAKES ARE SHOWN AS A Sf,tETY PRECAUTION TO ELIMINATE ENTRAPMENT HAZARDS CAUSED BY THE PUMP SUCTION. - ---C1- 0 - cJ-- er CHECK VALVE BUTTERflY VALVE BALL VALVE FLEXIBLE PIPE CONNECTOR PUMP REDUCER/ INCREASER PRESSURE/ VACUUM GAUGE FLOW METER PUMP DATA FLOW RATE : 730 GPM TIIH : 63 FT POWER : 20 HP IYPE : END SUCTION CENTRIFUGAL QUANTITY : 1 FLOW RATE : 370 GPM TIIH : 70 FT POWER : 10 HP IYPE : END SUCTION CENTRIFUGAL QUANTITY : 1 PNEUMATIL FLOW RATE PRESSURE POWER QUANTITY 1 3 CFM 100 PSI 3 HP I ^C"'CFC "C "9'CB ED I •CCJLD CC/NC-MC-0- ISSUED FOR INFORMATION 1 oESIGNED BY AE DRAWN BY AL SCALE /.NC 2B/2815 DATE HUG 13/2010 DATE PROJ, ENG, CHECK DATE DRAFTING CHECK DATE AUG 1.3/2U1 b & 1Jr1TFn ARCHIVE 11 T4AALU1 NOTE,- IMPERIAL DIMENSIONS ALL ELEVATIONS AND CO-ORDINATES ARE IN FEET WHITE WATER WhiteWater West Industries Ltd 6700 McMillan Way, Richmond, B.C. Canada V6W 1J7 Tel (604) 273-1068 Fax (604) 273-4518 GROUP A SLIDE AD, AE, & AF SLIDE PUMPING FLOW DIAGRAM EMERALD GLEN AQUATIC CENTER DUBLIN, CALIFORNIA, UNITED STATES )Ii eeRc330 :31.54R 11_ A601 Corporate Head Office WhiteWater West Industries Ltd. 6700 McMillan Way • Richmond • BC V6W 1,17 • Canada www.whitewaterwest.com Tel: +1-604-273-1068 Fax: 604-27 5/1 whitewaterd)whitewaterwest corn Attachment D — Facility Photos 107 332 Attachment - 5 CITY OF DUBLIN FISCAL YEAR 2022-23 BUDGET CHANGE FORM Budget Change Reference #: City Council's Approval Required From Un-Appropriated Reserves From Designated Reserves DECREASE BUDGET AMOUNT Account Amount Budget Transfer Between Funds Other INCREASE BUDGET AMOUNT Account Amount EXP: General Fund - PCS - Contract Services 10017610-64001 $37,593 REASON FOR BUDGET CHANGE Higher than budgeted slide and pool maintenance costs As Presented at the City Council Meeting 1/10/2023 **********Finance Use Only********** Posted By: Date: https://dublinca-my.sharepoint.com/personal/dustin_stene_dublin_ca_gov/Documents/Desktop/Slide Maintenance_01102023 Slide Maintenance_01102023 333