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Home My WebLink About18-Parks and Recreation p( q I B i R. A 0RIGl L CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION From: Kevin Hawkins, Director Subject: Resolution of the Mayor and Common Council of the City of San Bernardino authorizing the Dept: Parks, Recreation & Community execution of a Vendor Service Agreement and Services Dept. issuance of a Purchase Order in the amount of $416,841 between the City of San Bernardino and Date: June 6, 2011 California Commercial Pools for the construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks and improvements at existing City water play facilities per Capital Improvement Program project PR 10-04. M/CC Meeting Date: June 20, 2011 Synopsis of Previous Council Action: 9-7-2010—Mayor and Common Council approved resolution 2010-305 accepting receipt of grant award letters totaling $674,614 for capital improvement projects from the State of California for the 2002 Resources Bond Act (Proposition 40). Recommended motion: Adopt Resolution. Signature Contact person: Robert Lennox Phone: 384-5031 Supporting data attached: Staff Report, Reso,Bid results,Contract Ward: 5, 6 FUNDING REQUIREMENTS: Amount: $416,841 Source: (Acct. No.): 243-160-5504-7898-0025 ($346,841) 268-160-5504-7341-0025 ($70,000) (Acct. Description): Park Construction Fee/Grant Funds AB 1600 Parkland and Open Space Acquisition and Park Improvement Fee(DIF)Fund Finance: Council Notes: Agenda Item No. 0&-do-ao� i CITY OF SAN BERNARDINO —REQUEST FOR COUNCIL ACTION STAFF REPORT Subject: Resolution of the Mayor and Common Council of the City of San Bernardino authorizing the execution of a Vendor Service Agreement and issuance of a Purchase Order in the amount of $416,841 between the City of San Bernardino and California Commercial Pools for the construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks and improvements at existing City water play facilities per Capital Improvement Program project PR10-04. Background: On September 7, 2010, the Mayor and Common Council approved resolution 2010-305 accepting receipt of grant award letters totaling $674,614 for capital improvement projects from the State of California for the 2002 Resources Bond Act (Proposition 40). The Office of Grants and Local Services (OGALS) administers the grants and has allocated $346,841 of the $674,614 grant award for the development of three splash pads in the City of San Bernardino. The approved grant application proposed the design and installation of zero depth water play features at Tom Minor, Delmann Heights, and Anne Shirrells Parks. Additionally, staff has assessed the condition of various existing city water play facilities and determined that repairs and upgrades may be warranted at select sites. On April 25, 2011 a formal Request for Proposals (RFP) was initiated to solicit bids for the construction of the three splash pads. Notices of bids were posted in local media, on the city website, and approved vendor list. The bid documents requested pricing for materials, removal of existing components and debris, and installation of new equipment and structures. There was a mandatory job walk on May 4, 2011, which resulted in the attendance of 18 vendors. The RFP closing date was May 18, 2011, at 4:00 PM and 3 bids were submitted. Vendor Location Fee California Commercial Pools Glendora, CA $520,000 Riverside Construction Company, Inc. Riverside, CA $724,000 Micon/Vortex Inc. (non-responsive bid) Ramona, CA $779,076 The selected vendor bid submittal is attached (see Exhibit "B"). California Commercial Pools was the lowest apparent bidder although all submitted bids exceeded projected reasonable cost for the project scope. Per the RFP guidelines, staff will modify the design scope to bring the project costs in line with the allocated project budget. Therefore, staff recommends that the Mayor and Common Council authorize the execution of an agreement and purchase order in the amount of$416,841 to California Commercial Pools for the construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks and improvements at existing City water play facilities. Financial Impact: Grant funds for this project are available in the CIP project for the Splash Pads without any city match (Account No. 243-160-5504-7898-0025, Project PR10-04). Additionally, supplemental funds are requested from the Verdemont Master Park and Trail Plan to provide for contingency and equipment repair expenses (Account No. 268-160-5504-7341-0025, Project PR04-11). Account No.: 243-160-5504-7898-0025 Budgeted Amount: $346,841 Balance as of 6/6/2010: $346,841 Balance after Approval of Item: $0 Account No.: 268-160-5504-7341-0025 Budgeted Amount: $349,700 Balance as of 6/6/2010: $349,700 Balance after Approval of Item: $279,700 Please note this balance does not indicate available funding. It does not include non- encumbered reoccurring expenses or expenses incurred but not yet processed. Recommendation: Adopt Resolution. 1 RESOLUTION NO. COPY 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY 3 OF SAN BERNARDINO AUTHORIZING THE EXECUTION OF A VENDOR SERVICE AGREEMENT AND ISSUANCE OF A PURCHASE ORDER IN THE 4 AMOUNT OF $416,841 BETWEEN THE CITY OF SAN BERNARDINO AND 5 CALIFORNIA COMMERCIAL POOLS FOR THE CONSTRUCTION OF THREE SPLASH PADS AT TOM MINOR, DELMANN HEIGHTS, AND ANNE SHIRRELLS 6 PARKS AND IMPROVEMENTS AT EXISTING CITY WATER PLAY FACILITIES PER CAPITAL IMPROVEMENT PROGRAM PROJECT PR10-04. 7 8 WHEREAS, California Commercial Pools is the lowest and best bidder for the 9 construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks 10 11 and improvements at existing City water play facilities per San Bernardino Municipal Code 12 Section 3.04.070 (f) and Splash Pads RFP dated April 25, 2011; and 13 WHEREAS, the term of the Agreement shall be from July 1, 2011 through June 30, 14 2012. 15 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE 16 CITY OF SAN BERNARDINO AS FOLLOWS: 17 18 SECTION 1. The City Manager of the City of San Bernardino is hereby authorized to 19 execute on behalf of said City an Agreement between the City of San Bernardino and California 20 Commercial Pools, a copy of which is attached hereto, marked as Exhibit"A", and incorporated 21 herein by this reference as fully as though set forth at length. 22 23 SECTION 2. That pursuant to this determination the Director of Finance or her 24 designee is hereby authorized to issue a purchase order to California Commercial Pools in the 25 amount of$416,841; and reallocate $70,000 from C1P PR04-11 to PR10-01 toward this total. 26 SECTION 3. The authorization to execute the above referenced Purchase Order and 27 Agreement is rescinded if it is not executed by both parties within ninety (90) days of the 28 passage of this resolution. 1 RESOLUTION NO.� 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY 3 OF SAN BERNARDINO AUTHORIZING THE EXECUTION OF A VENDOR SERVICE AGREEMENT AND ISSUANCE OF A PURCHASE ORDER IN THE 4 AMOUNT OF $416,841 BETWEEN THE CITY OF SAN BERNARDINO AND 5 CALIFORNIA COMMERCIAL POOLS FOR THE CONSTRUCTION OF THREE SPLASH PADS AT TOM MINOR, DELMANN HEIGHTS, AND ANNE SHIRRELLS 6 PARKS AND IMPROVEMENTS AT EXISTING CITY WATER PLAY FACILITIES PER CAPITAL IMPROVEMENT PROGRAM PROJECT PR10-04. 7 8 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 9 Common Council of the City of San Bernardino at a meeting thereof, held on the 10 11 day of , 2011, by the following vote,to wit: 12 Council Members: AYES NAYS ABSTAIN ABSENT 13 MARQUEZ 14 VACANT 15 BRINKER 16 SHORETT 17 18 KELLEY _ 19 JOHNSON 20 McCAMMACK 21 22 Rachel Clark, City Clerk 23 24 The foregoing resolution is hereby approved this day of , 2011. 25 Patrick J. Morris, Mayor 26 City of San Bernardino 27 Approved as to Form: 28 ?!3 'FP City Attorney EXHIBIT A VENDOR SERVICE AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND CALIFORNIA COMMERCIAL POOLS This Vendor Service Agreement is entered into this day of 2011, by and between California Commercial Pools ("VENDOR") and the City of San Bernardino ("CITY"or"San Bernardino'). WITNESSETH: WHEREAS, the Mayor and Common Council has determined that it is advantageous and in the best interest of the CITY to contract for the construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks, and improvements at existing City water play facilities; and WHEREAS, the City of San Bernardino did solicit and accept bids from available vendors for construction services per Splash Pads RFP dated April 25, 2011; and, WHEREAS, Vendor is the lowest and best bidder to provide said services to City; NOW, THEREFORE, the parties hereto agree as follows: 1. SCOPE OF SERVICES. For the remuneration stipulated, San Bernardino hereby engages the services of VENDOR to provide those products and services as set forth in Splash Pads RFP dated April 25, 2011, for the construction of three splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks and improvements at existing City water play facilities attached hereto as Exhibit "C"and incorporated herein by this reference. 2. COMPENSATION AND EXPENSES. a. For the services delineated above, the CITY, upon presentation of an invoice, shall pay the VENDOR, pursuant to the bid submittal for VENDOR attached hereto as Exhibit `B" and made a part hereof, an amount not to exceed amount of$416,841, for the construction of three 1 1 EXHIBIT A splash pads at Tom Minor, Delmann Heights, and Anne Shirrells Parks and improvements at existing City water play facilities. b. No other expenditures made by VENDOR shall be reimbursed by CITY. 3. TERM; TERMINATION. The term of this agreement shall be from July 1, 2011 through June 30, 2012.This Agreement may be terminated at any time by thirty (30) days prior written notice by either party. The terms of this Agreement shall remain in force unless amended by written agreement of the parties executed on or before the date of expiration of the current term of the agreement. 1. INDEMNITY. Vendor agrees to and shall indemnify and hold the City, its elected officials, employees, agents or representatives, free and harmless from all claims, actions, damages and liabilities of any kind and nature arising from bodily injury, including death, or property damage, based or asserted upon any or alleged act or omission of Vendor, its employees, agents, or subcontractors, relating to or in any way connected with the accomplishment of the work or performance of service under this Agreement, unless the bodily injury or property damage was actually caused by the sole negligence of the City, its elected officials, employees, agents or representatives. As part of the foregoing indemnity, Vendor agrees to protect and defend at its own expense, including attorney's fees the City, its elected officials, employees, agents or representatives from any and all legal actions based upon such actual or alleged acts or omissions. Vendor hereby waives any and all rights to any types of express or implied indemnity against the City, its elected officials, employees, agents or representatives, with respect to third party claims against the Vendor relating to or in any way connected with the accomplishment of the work or performance of services under this Agreement. 2 i EXHIBIT A 2. INSURANCE. While not restricting or limiting the foregoing, during the term of this Agreement, VENDOR shall maintain in effect policies of comprehensive public, general and automobile liability insurance, in the amount of$1,000,000.00 combined single limit, and statutory worker's compensation coverage, and shall file copies of said policies with the CITY's Risk Manager prior to undertaking any work under this Agreement. CITY shall be set forth as an additional named insured in each policy of insurance provided hereunder. The Certificate of Insurance furnished to the CITY shall require the insurer to notify CITY of any change or termination in the policy. 3. NON-DISCRIMINATION. In the performance of this Agreement and in the hiring and recruitment of employees, VENDOR shall not engage in, nor permit its officers, employees or agents to engage in, discrimination in employment of persons because of their race religion, color, national origin, ancestry, age, mental or physical disability, medical conditions, marital status, sexual gender or sexual orientation, or any other status protected by law. 4. INDEPENDENT CONTRACTOR. VENDOR shall perform work tasks provided by this Agreement, but for all intents and purposes VENDOR shall be an independent contractor and not an agent or employee of the CITY. VENDOR shall secure, at its expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for VENDOR and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. 3 EXHIBIT A 5. BUSINESS REGISTRATION CERTIFICATE AND OTHER REQUIREMENTS. VENDOR warrants that it possesses or shall obtain, and maintain a business registration certificate pursuant to Chapter 5 of the Municipal Code, and any other licenses, permits, qualifications, insurance and approval of whatever nature that are legally required of VENDOR to practice its business or profession. 9. NOTICES. Any notices to be given pursuant to this Agreement shall be deposited with the United States Postal Service,postage prepaid and addressed as follows: TO THE CITY: Parks Recreation and Community Services Director 1350 South"E" Street San Bernardino, CA 92408 Telephone: (909) 384-5233 TO THE VENDOR: California Commercial Pools 2255 E. Auto Center Drive Glendora, CA 91740 Telephone: (909) 394-1280 Contact: Brett Smith 10. ATTORNEYS' FEES. In the event that litigation is brought by any party in connection with this Agreement,the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions or provisions hereof. The costs, salary and expenses of the City Attorney and members of his office in enforcing this Agreement on behalf of the CITY shall be considered as "attorneys' fees" for the purposes of this paragraph. 4 EXHIBIT A 11. ASSIGNMENT. VENDOR shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of the VENDOR's interest in this Agreement without CITY's prior written consent. Any attempted assignment, transfer, subletting or encumbrance shall be void and shall constitute a breach of this Agreement and cause for the termination of this Agreement. Regardless of CITY'S consent, no subletting or assignment shall release VENDOR of VENDOR's obligation to perform all other obligations to be performed by VENDOR hereunder for the term of this Agreement. 12. VENUE. The parties hereto agree that all actions or proceedings arising in connection with this Agreement shall be tried and litigated either in the State courts located in the County of San Bernardino, State of California or the U.S. District Court for the Central District of California, Riverside Division. The aforementioned choice of venue is intended by the parties to be mandatory and not permissive in nature. 13. GOVERNING LAW. This Agreement shall be governed by the laws of the State of California. 14. SUCCESSORS AND ASSIGNS. This Agreement shall be binding on and inure to the benefit of the parties to this Agreement and their respective heirs, representatives, successors, and assigns. 15. HEADINGS. The subject headings of the sections of this Agreement are included for the purposes of convenience only and shall not affect the construction or the interpretation of any of its provisions. 5 VENDOR SERVICE AGREEMENT BETWEEN THE CITY OF SAN BERNARDINO AND CALIFORNIA COMMERCIAL POOLS 16. SEVERABILITY. If any provision of this Agreement is determined by a court of competent jurisdiction to be invalid or unenforceable for any reason, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance, and the remaining provisions of this Agreement shall remain in full force and effect. 17. ENTIRE AGREEMENT; MODIFICATION. This Agreement constitutes the entire agreement and the understanding between the parties, and supercedes any prior agreements and understandings relating to the subject manner of this Agreement. This Agreement may be modified or amended only by a written instrument executed by all parties to this Agreement. IN WITNESS THEREOF, the parties hereto have executed this Agreement on the day and date set forth below. Dated , 2011 California Commercial Pools By: Its: Dated , 2011 CITY OF SAN BERNARDINO By: Charles McNeely, City Manager Approved as to Form: Jame F. Penman, C' y Attorney By: P.wl-e. 6 EXHIBIT B CALIFORNIA cC3MME-rC1C3Q PC3C31--, DATE: May 18, 2011 TO: Mr. Robert Lennox, Deputy Director City of San Bernardino RE: Splash Pad Projects for three city parks FROM: Brett Smith We are pleased to submit a bid for the above referenced project, We have prepared the following scope of work to help clarify our bid intentions. We look forward to discussing. the details of our scope of work with you: TOTAL BID $ rj 20�oOV•=�' Hour Wage Rate $ 48.00 Bond is included in the pricing above. Please feel free to call me with any questions you may have. Sincerely, Brett Smith 10 2255 E Auto Centre Drive,Glendora,CA 91740 Phone 909.394.1280 Fax 909.394.4579 CA LIC 415172 EXHIBIT B' C A I I F 0 R N I A DATE: June 13, 2011 TO: Mr. Robert Lennox, Deputy Director City of San Bernardino RE: Splash Pad Projects for three city parks FROM: Jason Jackson We are pleased to submit a bid for the above referenced project. We have prepared the following scope of work to help clarify our bid intentions. We look forward to discussing the details of our scope of work with you. TOTAL BID for Tom Minor Park Splash Pad $ 114,000.00 TOTAL BID for Delmann Heights Park Splash Pad $ 124,000.00 TOTAL BID for Anne Shirrell Park Splash Pad $ 282,000.00 Hour Wage Rate $ 48.00 Bond is included in the pricing above. Please feel free to call me with any questions you may have. Best regards, n, S- Jason B. Jackson 2255 E Auto Centre Drive, Glendora,CA 91740 Phone 909.394.1280 Fax 909.394.4579 CA LIC 415172 e EXHIBIT B CITY OF SAN BERNARDINO SPLASH PADS SCOPE OF WORK California Commercial Pools has more than 30 years of experience building award- winning commercial projects. We are a current holder of a State of California "B"and "C-53" license. This proposal and scope of work shall be made an attachment to any subsequent contracts or other agreements. The following information will outline our proposed scope of work. All work shall be completed in accordance with the project plans and specifications using generally accepted construction methods and practices. The following information will outline our proposed scope of work. All work shall be completed in accordance with the project plans that will be developed as part of this bid using generally accepted construction methods and practices. We have included all the work under each specification section below, except for the specific exclusions. Tom Minor Park Splash Pad Delmann Heights Park Splash Pad Anne Shirrells Park Splash Pad SWIMMING POOL GENERAL CONDITIONS Design, engineering, and construction services Preparation of shop drawings and submittals Furnish all required close out documents One year warranty EXCLUSIONS Permits and fees Inspection and testing fees Any items not specifically included above WET PLAY GRADING AND TRENCHING Site prep and grading Excavation for toy footings and leveling pads—splash pad Excavation, backfill, and compaction of pool piping trenches EXCLUSIONS Underground utilities encountered in excavation areas Soil testing and inspections WET PLAY CONCRETE Steel and concrete for splash pad Steel and concrete for toy footings and leveling bases Concrete pad for valve and control EXCLUSIONS Any concrete outside of our scope of work such as curbs and sidewalks 2 6113/2011 EXHIBIT B WATER PLAY EQUIPMENT Provide and install Water Splash Toys as described in the bid documents. Provide valves and controls EXCLUSIONS Water treatment system—These are domestic water feed splash pads that drain to irrigation via leach system WATER PLAY MECHANICAL PLUMBING Provide and install underground plumbing in schedule 40 PVC Pressure test underground piping prior to burial Provide and install leach drain system 20 ft beyond splash pad Provide necessary pipe hangers, valves, and fittings System testing and startup EXCLUSIONS Backflow prevention device Utilities—All utilities (water and 110 electrical) are provided at each site within 100-200 ft of splash pad locations Any items not specifically included above WATER PLAY ELECTRICAL Bonding of all metallic embeds Bring power from existing panel to splash pad control EXCLUSIONS Panels and breakers Transformers Lighting and receptacles in mechanical enclosure Testing and special inspections Any items not specifically included above ADDITIONAL EXCLUSIONS Permits and fees Temporary power and utilities Construction water for dust control Cost of water Fencing permanent and temporary Inspection and testing fees Hazardous material removal and abatement We have allowed for regular work hours no overtime or weekend work 3 6/13/2011 v L EXHIBIT B '• CALIFORNIA CC)MME-rcocil pc3cks' CITY OF SAN BERNARDINO SPLASH PADS - SCOPE OF WORK ` California Commercial Pools has more than 30 years of experience building award- winning commercial projects. We are a current holder of a State of California "B" and °C-53" license. This proposal and scope of work shall be made an attachment to any subsequent contracts or other agreements. The following information will outline our proposed scope of work. All workshall be completed in accordance with the project plans and specifications using generally accepted construction methods and practices. i The following information will outline our proposed scope of work. All work shall be completed in accordance with the project plans that will be developed as part of this bid using generally accepted construction methods and practices.We have included all the work under each specification section below, except for the specific exclusions. Tom Minor Park Splash Pad Delmann Heights Park Splash Pad Anne Shirrells Park Splash Pad SWIMMING POOL GENERAL CONDITIONS Design, engineering, and construction services Preparation of shop drawings and submittals Furnish all required close out documents One year warranty - EXCLUSIONS Permits and fees Inspection and testing fees Any items not specifically included above i WET PLAY GRADING AND TRENCHING Site prep and grading Excavation for toy footings and leveling pads—splash pad Excavation, backfill, and compaction of pool piping trenches EXCLUSIONS Underground utilities encountered in excavation areas Soil testing and inspections 2255 E Auto Centre Drive,Glendora,CA 91740 Phone 909.394.1280 Fax 909.394.4579 CA LIC 415172 EXHIBIT B WET PLAY CONCRETE Steel and concrete for splash pad Steel and concrete for toy footings and leveling bases Concrete pad for valve and control EXCLUSIONS Any concrete outside of our scope of work such as curbs and sidewalks WATER PLAY EQUIPMENT Provide and install Water Splash Toys as described in the bid documents. Provide valves and controls EXCLUSIONS Water treatment system—These are domestic water feed splash pads that drain to irrigation via leach system i WATER PLAY MECHANICAL PLUMBING Provide and install underground plumbing in schedule 40 PVC Pressure test underground piping prior to burial Provide and install leach drain system 20 ft beyond splash pad Provide necessary pipe hangers, valves, and fittings System testing and startup EXCLUSIONS Backflow prevention device Utilities—All utilities (water and 110 electrical) are provided at each site within 100-200 ft of splash pad locations Any items not specifically included above WATER PLAY ELECTRICAL Bonding of all metallic embeds Bring power from existing panel to splash pad control EXCLUSIONS Panels and breakers Transformers Lighting and receptacles in mechanical enclosure Testing and special inspections Any items not specifically included above ADDITIONAL EXCLUSIONS Permits and fees Temporary power and utilities - Construction water for dust control Cost of water 2 5/18/2011 EXHIBIT B Fencing permanent and temporary Inspection and testing fees i. 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R � C | � q 0) C>o /\ . / /$ k � rne �j E ( IL 7 � ] c � � $�� X \ , � . . , Design and Install New Splash Pads for Tom Minor Park Delmann Heights Park Anne Shirrells Park JO IF 'b '"�' ,rte � `c�`i' + '�d ^•.�„`. �y '� .. �~ �'!�,.��.. •"'"*- 6300 Palm Ave.San Bernardino.CA 93407 0 6 '• r e 1,ig, - :34'17'dG 7U'?l 117 21'76 ti°."J7 eie:' 175a11 11�- Design and Install New Splash Pads for Toth Minor Park Delmann Heights Park Anne ShirrelIs Park r � - L i t 2965 Flores St,San Bernardino,OA 92407 cO c p Gelman i :ii"G @•tti G;'IJ 77?°19°!e lt�'W..1 � �:!t I ICI( I'f Design and Install New Splash Pads for Tom Minor Park Delrnann Heights Park Anne Shirrells Park 1. .1 4. ` nne Sh-irells Park 1 - t �Lei �' I� •� .:. � • r I YI t� u ... 111 dd ."1t'j 111-v 11'M'I I � • Fill i EXHIBIT B 0 Ste' POOL FM 0 0 CA c,v+ 0 ND 0 rn rn- �ow0 @ Z wl O w u, N N (17 N O CD b m w m ]? N 0 O° Z -4 o N M3 -n a .D CD D c�c < w - OA� J CD CD CI A N L, Q bD� D (0 C7 co � V N z -n T=- N Trff O rtl b TIT 0 EXHIBIT B 167 0 ® �- 0 r �' A �Cxd m� * z a 5, ai O 0 rnwyC � O ono W � trJ '0 X r-+ 0) ? N N N t1i N Q •cpA Cil D w m m ? > O D N o zp o n CD U3 M p3 D v cn x UD�D 0 zMl N — w - D w OA rn 0 - 7C r D n cn � D rn O m � D • C1 -- -rt m r D i EXHIBIT B. rh o � i o -4 0 — o -- o,rn0 : � W Q 0 ww a 00 W NN .P, lr1 ? N CD Na Q CO m Cil b co cn '� :F- A ' O O zD co 0 0 � z 3 N a a a O 0 dmr C° ` bg O - oA� � r�o v Cl r D � w i N r G t m r O _ I i EXHIBIT C n; San Bemar lm CITY OF SAN BERNARDINO DEPARTMENT OF PARKS, RECREATION AND COMMUNITY SERVICES REQUEST FOR PROPOSAL TO DESIGN AND INSTALL SPLASH PAD FACILITIES AT THREE CITY PARKS TOM MINOR PARK DELMANN HEIGHTS PARK ANNE SHIRRELLS PARK ISSUED ON: APRIL 25, 2011 DUE ON: WEDNESDAY, MAY 18, AT 4:00 PM EXHIBIT C I. INTRODUCTION The City of San Bernardino (CITY) intends to engage the services of a Contractor to design and install SPLASH PAD FACILITIES AT THREE CITY PARKS. H. BACKGROUND Description and location: See "ATTACHMENT"A" and ATTACHMENT `B". III. SCOPE OF SERVICES A. DESIGN PHASE 1. Contractor shall prepare construction documents and install Splash Pads and related components subject to the following requirements: a) CA Code of Regulations for Playground Safety 2. Contractor shall p repare the plans and specification and a cost estimate for the work in conformance with City of San Bernardino standards. Plans and specification shall conform to the following design requirements: a) The plans shall be prepared at a scale of 1 inch =20 feet on standard 24" by 36" sheets, using the City of San Bernardino standard title block. b) The plans shall clearly show existing conditions, including but not limited to existing site conditions, utilities and all improvements in the area of the proposed splash pads, water facilities and existing right-of-way limits. c) Contractor shall be responsible for survey, related research and other data or work needed to establish existing conditions. d) Contractor shall be responsible for inclusion of provisions in the plans and specifications to assure compliance with the CITY's National Pollutant Discharge Elimination Program (NPDES). e) The Splash Pad plan shall clearly show the location and type of the proposed improvements, including but not limited to, details and location of foundation, reinforcing, utility requirements, grading, including relocation of conflicting utilities, if any. f) All improvements shall be designed in compliance and accordance with the Americans with Disabilities Act (ADA). g) Specifications shall be prepared in a format acceptable to the CITY and shall be based on the Standard Specifications for Public Works Construction, 2011 Edition, City of San Bernardino Standard Drawings,policies and procedures. Page 2 of 23 EXHIBIT C h) The plans and specifications shall be signed and sealed by a civil engineer licensed to practice civil engineering in the State of California. i) The plans and specifications shall contain an approval block for the signature of the City Engineer. 3. Contractor should meet and confer with CITY staff during design phase to resolve design issues and ensure continuity with CITY standards and preferences. 4. Contractor shall conduct utility research and identify the location and depth of all existing utilities within the limits of the proposed improvements. Contractor shall be responsible for identifying and resolving utility conflicts both overhead and underground. Copies of all written communication (including maps) between the Contractor and utility companies shall be provided to the CITY. 5. Contractor shall submit an updated project schedule within 1 week of receiving a notice to proceed, indicating the design tasks and project timing from start to submittal of final plan and specifications. The Contractor shall estimate two (2) CITY plan reviews for each plan set. Each review should be estimated to take three (3) weeks for schedule purposes. Contractor shall provide an updated schedule every month showing progress and timing unless requested more frequently by CITY staff. Upon completion of the Contractor's work, the CITY shall have in hand, both an electronic, and a hard copy of an approved and signed set of completed plans, technical specifications, quantities, estimates and special provisions ready for bidding including all supporting data, calculations, utility locations, utility notices, survey data, permits and other details necessary to complete this project in a format acceptable to the CITY. Contractor should expect to meet with the CITY on a monthly basis for updates on project progress, concerns, problems and accomplishments. The project design must be completed within one (l) month after the notice to proceed with design is issued. B. CONSTRUCTION PHASE 1. Prior to start of construction, Contractor shall prepare a cost estimate for approval of the Department of Parks, Recreation and Community Services Deputy Director, Robert Lennox. 2. Contractor shall submit construction surety consisting of Payment and Faithful Performance Bonds based on the construction cost estimate and shall conform to Section 2-4, "CONTRACT BONDS", of the Standard Specifications for Public Works Construction, 2011 Edition. The contract bonds, including Payment Bond t (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. ' l Department of Treasury Circular 570 and is authorized to issue bonds in California r Page 3 of 23 EXHIBIT C 3. After submittal of required bonds, the CITY shall schedule a pre-construction conference at which, among other matters, the construction start date and an estimated completion date shall be established. 4. During construction, all work shall be subject to inspection by the CITY, or designee, as provided by the Standard Specifications for Public Works, 2011 Edition, and shall conform to the plans and specifications as approved by the CITY. 5. During construction, Contractor shall comply with all requirement of the C ITY's NPDES program. 6. Existing improvements, including landscaping and sprinkler systems, damaged during construction shall be restored to a condition equal to or better than the condition prior to the start of construction. 7. Progress payments for construction will be made monthly based on an estimate of the work completed during the preceding month. Ten-percent of each progress payment shall be withheld provided by the Standard Specifications for Public Works Construction 2011 Edition. 8. Upon completion of construction and acceptance of the work, the CITY will file a "Notice of Completion" for the project. Completion of construction shall include filing of all required documents including, but not limited to, certified payrolls, survey documents, manufacturer warranties, maintenance requirements, maintenance schedules and operating manuals. IV PROPOSAL REQUIREMENTS A. Four(4) copies of the proposal shall be submitted to the following: City of San Bernardino Department of Parks, Recreation and Community Services Attn: Mr. Robert Lennox, Deputy Director 1350 South "E" Street San Bernardino, CA 92408-2725 Proposals shall be received in hand by the Department up to the hour of 4:00 P.M. on Wednesday, May 18, 2011. B. Responsive proposals will include, but not be limited to,the following: 1. Responsive proposals will present a Scope of Services that includes at a minimum the above described services and any other tasks necessary to achieve completion of design (PS&E) needed for the successful construction of the proposed improvements. 2. Identify the professional, technical and support subcontractors or staff that will be performing the design work associated with the proposed scope of services. Short resumes may be included, but extensive resumes should be limited to key personnel only. Page 4 of 23 EXHIBIT C 3. Include a timeline indicating project milestones for the delivery of final plans, specifications, and cost estimates ready for construction, including but not limited to a flow chart showing project tasks and timing. Include allowances for review periods. 4. Include a list of similar projects recently completed by the Contractor, identifying the location, date, agency and contact person name, address and phone number. 5. Previous obligations with other projects (related to time and availability of staff). 5. Name of sub-Contractors and vendors to be used for specific aspects of the project, including a summary of previous working arrangements on similar types of work. 6. Include a preliminary design of the complete systems for SPLASH PAD FACILITIES AT THREE CITY PARKS, including proposed location of Splash Pad at each City Park site location, required improvements and all manufacturer literature. 7. Statement of local preference eligibility, including identification of any office located in the City of San Bernardino and the number of employees stationed at the office, the number of employees doing business inside the City limits, and a copy of your firm's City of San Bernardino Business License. 8. Items, actions or information the Contractor expects to be provided by the CITY. 9. Any comments or suggestion that the Contractor believes necessary to improve the finished project or to comply with the requirements of this RFP. 10. Acknowledgement by number and date in the introductory letter to the proposal any and all addenda issued to this RFP. 11. Separate sealed envelope. Fixed fee for the work required by this Request for Design/Install Proposal, together with an hourly rate sheet applicable to this project for classifications above, including all materials and expenses, shall be submitted in a separate sealed envelope. Please note that the CITY will not pay or compensate separately for travel time, courier services, mileage or reimbursement for travel to the City of San Bernardino to attend meetings or conduct the activities necessary to complete tasks required to be performed as part of Contractor services. Page 5 of 23 EXHIBIT C V. SELECTION PROCESS The selection process will be based on a point system and will consist of three phases as follows: 1. First phase selection shall consist of an evaluation by staff (including the Director and Deputy Director of Parks, Recreation and Community Services, and the Project Manager) of proposals based on the above items identified in Section IV B (except No. I1). An additional five (5) points will be given to City of San Bernardino based Contractors. In order to be deemed as "City of San Bernardino Based Contractor", the company shall have an office with a minimum of one (1) owner or employee doing business inside the City limits and shall possess a City Business License. The three (3) Contractors with the highest points will continue to the interviews. A maximum of 100 points can be achieved in this phase of the selection process. The three Contractors with the highest numerical scores will be invited to continue with the second phase of the selection process. 2. Second phase of the selection process will consist of staff evaluation of a presentation by the three Contractors with the highest numerical score from the first phase selection. The interview will be detailed questions on this specific project, including, but not limited to, personnel, schedule, project staging, and knowledge of the project. Five (5) points of local preference will also be awarded in this phase of the selection process for Contractors that meet the requirements identified in paragraph 1 above. A maximum of 100 points can be achieved in this phase of the selection process. 3. The third and final phase of the selection process will consist of staff submitting a final package to the Mayor and Council for consideration approval. Final scores of the top three Contractors will be submitted to the Mayor and Common Council with a recommendation to award an Agreement for Professional Services to the Contractor with the highest numerical score. However, the Mayor and Common Council have the prerogative to award an Agreement for Professional Services to any of the top three Contractors or reject all proposals. 4. If the Mayor and Common Council award an Agreement for Professional Services, the selected Contractor will be required to execute an Agreement for Professional Services (draft copy attached) and submit proof of insurance conforming to the attached "Liability/Insurance Requirements". Failure of the Contractor to execute the Agreement, including submittal of required documents, within 60 days of approval by the Mayor and Common Council will void the approval. Page 6 of 23 EXHIBIT C VI GENERAL This "Request for Proposal" does not commit the CITY to award a contract, pay any costs incurred in the preparation of a proposal in response to this request, procure or contract for any services. All proposals submitted in response to this request will become the property of the CITY and may be used by the City in any way deemed appropriate. The City reserves the right to accept or to reject, in part or in its entirety, the response to the request for proposal if such action is deemed to be in the best interest of the CITY. Any contract entered into as a result of this proposal shall be considered to include the items of work detailed in this proposal unless specifically deleted in the proposal at the request of the CITY. VII PAYMENT The Contractor that is recommended by Staff and approved by Mayor and Common Council shall attend the pre-design meeting to establish the start date. Once the Notice to Proceed has been given, the Contractor can submit for payments. The CITY will release funds at percentages with receipt of Plans, Notices, or Specifications. No payment shall be given above the percentage of completed work accepted by the CITY. The CITY shall hold 15% of the total cost for 360 calendar days after acceptance of plans and specifications by the CITY, or 45 calendar days after the CITY issues a Notice of Completion for the project, whichever occurs first. Verbal clarification can be obtained by calling Robert Lennox, Deputy Director at(909) 5031. If a written response is desired, then the request should be submitted in writing by e-mail to lennox_ro @sbcity.org, or fax at (909) 384-5160. ATTACHMENTS: Attachment"A"—Location Maps Attachment"B"—Splash Pad Configurations Tom Minor-Park(separate 15 sheet pdJ) Delmann Heights Park (separate 16 sheet pdf) Anne Shirrells Park(separate 51 sheet pdf) Liability/Insurance Requirements Draft Copy of Agreement for Professional Services i Page 7 of 23 EXHIBIT C ATTACHMENT "A" 1110 ''•R• ViS'w Yun ' +w'»f� W '•bil � � � _ G"Ie maps 6a0a palm amlua san tlfmaro n wst(amla ','"v h a e. Tr.�Or U :(Q ...-c I-go 'e'. Mipt Fw" ENO-V M11 -K44 mWJ.M 'Q*V' +' Go,),SIC Maps 5300 PAi.M R1'ENtJE SJ1r BERNARDINO CALIFORNIA ..... _. �=a"=�Mmn �n °titi 3 pr3` IaN a .tr 4,.h.'al t.d�`s3r+EY,�tu tfa. �f'S'uax°ty'fc& "'°t'y areari k��' r , Jy�7^V r sY�i f,51 r i1.,f, wl rxz '� a rza>f R ,.s. � � u star y"� L$ \AttAt 7"t'i '" T7' 6�n. 3 �" r Y.;., ap y �ku`, SiV..`'d. a •s}p a M. jc "r *hy s �" •T q 4 Y 's !� t Nr� 14 ply f f£1 / 1 V �{I7'.w.A. 1 4 F3 N '� ${`d' .� �" } i`t• e,U A� [f/ xup, Nv Splash Pad Facilities at Three City Parks TOM MINOR PARK LOCATION MAP Page 8 of 23 EXHIBIT C ATTACHMENT "A" Goc)giC rg8pS 9 2 Fla as 9tteei San Bema,dlna.GWwn a earn 7Aacs :xxr 8 ., ... __ ..... .DW - —..-..... _.-.._-. _.. Gocr�[e reaps 2869 N FLORES STREET SAN BERt�ARD1ND CALIFORNIA 81t±rci4!Pc gq ! rc- r < > w 2 z C#`� tzk[ia ! $ 'z. T 2:, a k ors, ... r v,.,,.,. 1>I z Sul.{t"t F S}m •,r.'L .clil.ir f „�� w • wit w a y s Irnn,.n"qty^[r a rt x +' s � '' _. �� µsd'�'v f �.. ^�iY. �fi �;^ ttk N. � ,PS � �' "�rI lu �-S� � r1 t➢ 1 rtiwa E fig r �tf .4 !�t6'I'� f [t4 ¢' P. t� gF.'�� ti 'T• ld.��+4A -t 4 4I '?� L r ! '1 .x ,dt %cC"j?�r.# 2 c,'', .N-''x �a �a x.F� s k`fp. nze zt fto s�.�K�4s'fr i�"zC '"y��f s, qq L N. 3 F' Splash;Pad Facilities at Three City Parks DELMANN HEIGHTS PARK LOCATION MAP Page 9 of 23 EXHIBIT C ATTACHMENT "A" w- h-_. V.— I1rw /My S1144a W t laonn wypeM.dy.ay' a C"te maps 1367 r.cal fxNa van bernaffino calftma a M1M YWfF tivwea Ynra yvs�t :.•qPM y a. iaw!'M.�w�wl%.m7• 'W C,"Je maps f3s7 N.CALIFORNIA SAN 9=RNARDINO CALIFORNIA Sea ih 4abc 9�g - rf• f F YY } 1 yy f A hY d .g9 3�4^A'kri. y,� i x+FE 1G d :�kl•'�S1�3'' v�A y�l�i' � w.u<. �1,. _ •N.3 rra.�tsd `J+Eem.u,r._•1 CI .... :.. -..... .. 1^rlw.rrte.nr_ Muf—'nom . ., .' ,.. ,.r � : :.. _y<m v..w,yw•n. .rnS�..,.,w ...r, w�on.xa5 _. Splash Pad Facilities'at Threey Cify Parks ANNE SHIRRELLS PARK LOCATION MAP Page 10 of 23 EXHIBIT C ATTACHMENT "B" Splash Pad Facilities at Three City Parks TOM MINOR PARK SPLASH PAD CONFIGURATION (See Attached 15 Sheet pdf) Page 11 of 23 EXHIBIT C ATTACHMENT "B" Splash Pad Facilities at Three City Parks DELMANN HEIGHTS PARK SPLASH PAD CONFIGURATION (See Attached 16 Sheet pdf) Page 12 of 23 EXHIBIT C ATTACHMENT "B" Splash Pad Facilities at Three City Parks ANNE SHIRRELLS PARK SPLASH PAD CONFIGURATION (See Attached Sl Sheet pdf) Page 13 of 23 EXHIBIT C LIABILITY/INSURANCE REQUIREMENTS Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverage's: (a) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and Two Million Dollars ($2,000,000.00) aggregate. (b) Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits,per occurrence and aggregate. (c) Workers' compensation insurance as required by the State of California. (d) Professional errors and omissions ("E&O") liability insurance with policy limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: (a) Additional insured: "The City of San Bernardino and its elected and appointed boards, officers, agents, and employees are additional insured with respect to this subject project and contract with City." (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor the coverage reduced,until thirty (30) days after written notice is given to City." (c) Other insurance: Any other insurance maintained by the City of San Bernardino shall be excess and not contributing with the insurance provided by this policy." Certificates of Insurance. Consultant shall provide to City certificates of insurance showing the insurance coverage's and required endorsements described above, in a form and content approved by City,prior to performing any services under this Agreement. Non-limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. Page 14 of 23 fi t EXHIBIT C DRAFT AGREEMENT FOR SERVICES WITH FOR DESIGN AND INSTALLATION OF SPLASH PADS FOR THREE CITY PARKS THIS AGREEMENT is made and entered into this day of , 2011 ("Effective Date"),by and between the CITY OF SAN BERNARDINO,a charter city("City"),and ("Consultant"). WITNESSETH : A. WHEREAS, City proposes to have Consultant design and install Splash Pads for Three City Parks;and B. WHEREAS, City has need of Consultant services for the design and installation Splash Pads for Three City Parks, "the Project';and C. WHEREAS, Consultant has submitted the most responsive and cost effective proposal to design the Project; and D. WHEREAS, Consultant represents that it has that degree of specialized expertise contemplated within California Government Code, Section 37103, and holds all necessary licenses to practice and perform the services herein contemplated; and E. WHEREAS, City and Consultant desire to contract for specific services in connection with the project and desire to set forth their rights, duties and liabilities in connection with the services to be performed; and F. WHEREAS, no official or employee of City has a financial interest, within the provisions of California Government Code, Sections 1090-1092,in the subject matter of this Agreement. NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein,the parties hereby agree as follows: 1.0. SERVICES PROVIDED BY CONSULTANT 1.1. Scope of Services. Contractor shall provide Civil and Construction Engineering Services for the design and installation of Splash Pads for Three City Parks in accordance with scope of services, fee schedule and project schedule, attached and incorporated herein as Attachments . It is agreed that the Contractor shall accomplish the design of the Splash Pads in accordance with standards of the City and the requirements of the Request for Proposal 1.2. Professional Practices. All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel experienced in their respective fields and in a manner consistent with the standards of care, diligence and skill ordinarily exercised by professional consultants in similar fields and circumstances in accordance with sound professional practices. Consultant also warrants that it is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. Page 15 of 23 EXHIBIT C 1.3. Warran-ty. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers' compensation insurance and safety in employment; and all other Federal, State and local laws and ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys' fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant's performance under this Agreement. 1.4. Non-discrimination. In performing this Agreement, Consultant shall not engage in, nor permit its agents to engage in, discrimination in employment of persons because of their race, religion, color,national origin,ancestry, age,physical handicap,medical condition,marital status, sexual gender or sexual orientation, or any other category protected by law, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may result in the imposition of penalties referred to in Labor Code,Section 1735. 1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into agreements with other consultants for services similar to the services that are subject to this Agreement or may have its own employees perform services similar to those services contemplated by this Agreement. 1.6. Delegation and Assignment. This is a personal services contract, and the duties set forth herein shall not be delegated or assigned to any person or entity without the prior written consent of City. 1.7. Business License: The Consultant shall obtain and maintain a valid City Business Registration Certificate during the term of this Agreement. 1.8. Du 1y of Loyalty/Conflict of Interest: The Consultant understands and agrees that as the City's Consultant for Developing a Splash Pad Plan, Consultant shall maintain fiduciary duty and a duty of loyalty to the City in performing Consultant's obligations under this Agreement. Consultant, in performing its obligations under this Agreement, is governed by California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2, California Code of Regulations Section 18700 et seq. 1.8.1 Prior to performing any services to City under this Agreement, Consultant shall provide the City a written list of the Assessor Parcel Numbers and general location or address of any and all real property located in the City of San Bernardino in which Consultant has any ownership interest, or which is the location of any pending project that is a source of income for Consultant. Consultant shall keep this list current on a monthly basis during the entire term of this Agreement. 1.8.2 Consultant shall not work on any task that is related to any real property that is located within 500 feet of any parcel in which Consultant has any ownership interest or which is the location of any pending project that is a source of income for Consultant. Page 16 of 23 EXHIBIT C 2.0. COMPENSATION AND BILLING 2.1. Compensation. Over the term of this Agreement, Consultant shall be paid for such services in an amount not to exceed $ , in accordance with the Cost Proposal marked Attachment"C"and dated ,attached and incorporated herein. 2.2. Additional Services. Consultant shall not receive compensation for any services provided outside the scope of services specified in Attachment"_"unless the City or its Project Manager for this Project, prior to Consultant performing the additional services, approves such additional services in writing. It is specifically understood that oral requests and/or approvals of such additional services or additional compensation shall be barred and are unenforceable. 2.3. Method of Billing. Consultant may submit invoices to City's Project Manager for approval on a progress basis, but no more often than monthly. Said invoice shall be based on the total of all Consultant's services which have been completed to City's sole satisfaction. City shall pay Consultant's invoice within forty-five (45) days from the date City receives said invoice. Each invoice shall describe in detail, the services performed and the associated time for completion. Any additional services approved and performed pursuant to this Agreement shall be designated as"Additional Services" and shall identify the number of the authorized change order,where applicable,on all invoices. 2.4. Records and Audits. Records of Consultant's services relating to this Agreement shall be maintained in accordance with generally recognized accounting principles and shall be made available to City or its Project Manager for inspection and/or audit at mutually convenient times for a period of three (3)years from the Effective Date. 3.0. TIME OF PERFORMANCE 3.1. Commencement and Completion of Work. The obligation to perform the professional services to be performed pursuant to this Agreement shall commence within five (5) days from the Effective Date of this Agreement. Said services shall be performed in strict compliance with the Project Schedule issued by the City's Project Manager. Failure to commence work in a timely manner and/or diligently pursue work to completion may be grounds for termination of this Agreement. 3.2, Excusable Delays. Neither party shall be responsible for delays or lack of performance resulting from acts beyond the reasonable control of the party or parties. Such acts shall include, but not be limited to,acts of God, fire, strikes,material shortages, compliance with laws or regulations, riots, acts of war,or any other conditions beyond the reasonable control of a party. 4.0. TERM AND TERMINATION 4.1. Term. This Agreement shall commence on the date approved by the City Manager and continue through , unless previously terminated as provided herein or as otherwise agreed to in writing by the parties.An administrative extension of one additional year may be authorized, subject to the prior written agreement of both parties. 4.2. Notice of Termination. The City reserves and has the right and privilege of canceling, suspending or abandoning the execution of all or any part of the work contemplated by this Agreement, with or without cause, at any time, by providing written notice to Consultant. The termination of this Agreement shall be deemed effective upon receipt of the notice of termination. In the event of such termination, Consultant shall immediately stop rendering services under this Agreement unless directed otherwise by the City. Page 17 of 23 • EXHIBIT C 4.3. Compensation. In the event of termination, City shall pay Consultant for reasonable costs incurred and professional services satisfactorily performed up to and including the date of City's written notice of termination. Compensation for work in progress shall be prorated as to the percentage of work completed as of the effective date of termination in accordance with the fees set forth herein. In ascertaining the professional services actually rendered hereunder up to the effective date of termination of this Agreement,consideration shall be given to both completed work and work in progress,to complete and incomplete drawings, and to other documents pertaining to the services contemplated herein whether delivered to the City or in the possession of the Consultant. 4.4 Documents. In the event of termination of this Agreement, all documents prepared by Consultant in its performance of this Agreement including, but not limited to, finished or unfinished design, development and construction documents, data studies, drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of termination notice to Consultant, at no cost to City. Any use of uncompleted documents without specific written authorization from Consultant shall be at City's sole risk and without liability or legal expense to Consultant. 5.0. INSURANCE 5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverage: (e) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage,blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and Two Million Dollars($2,000,000.00)aggregate. (f1 Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits,per occurrence and aggregate. (g) Workers'compensation insurance as required by the State of California. (h) Professional errors and omissions ("E&O") liability insurance with policy limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. 5.2. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: (a) Additional insured: "The City of San Bernardino and its elected and appointed boards, officers,agents,and employees are additional insured with respect to this subject project and contract with City." (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor the coverage reduced,until thirty(30)days after written notice is given to City." (c) Other insurance: "Any other insurance maintained by the City of San Bernardino shall be excess and not contributing with the insurance provided by this policy." Page 18 of 23 EXHIBIT C 5.3. Certificates of Insurance. Consultant shall provide to City certificates of insurance showing the insurance coverage and required endorsements described above, in a form and content approved by City,prior to performing any services under this Agreement. 5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. 6.0. GENERAL PROVISIONS 6.1. Entire Agreement. This Agreement constitutes the entire Agreement between the parties with respect to any matter referenced herein and supersedes any and all other prior writings and oral negotiations. This Agreement may be modified only in writing, and signed by the parties in interest at the time of such modification. The terms of this Agreement shall prevail over any inconsistent provision in any other contract document appurtenant hereto,including exhibits to this Agreement. 6.2. Representatives. The Director of Parks, Recreation and Community Services, or his designee, shall be the representative of City for purposes of this Agreement and may issue all consents, approvals, directives and agreements on behalf of the City, called for by this Agreement, except as otherwise expressly provided in this Agreement. Consultant shall designate a representative for purposes of this Agreement who shall be authorized to issue all consents, approvals, directives and agreements on behalf of Consultant called for by this Agreement,except as otherwise expressly provided in this Agreement. 6.3. Project Managers. City shall designate a Project Manager to work directly with Consultant in the performance of this Agreement. Consultant shall designate a Project Manager who shall represent it and be its agent in all consultations with City during the term of this Agreement. Consultant's Project Manager shall attend and assist in all coordination meetings called by City. 6.4. Notices. Any notices, documents, correspondence or other communications concerning this Agreement or the work hereunder may be provided by personal delivery, facsimile or mail and shall be addressed as set forth below. Such communication shall be deemed served or delivered: a) at the time of delivery if such communication is sent by personal delivery; b) at the time of transmission if such communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as reflected by the official U.S.postmark if such communication is sent through regular United States mail. IF TO CONSULTANT: IF TO CITY: Kevin L.Hawkins,Director Department of Parks, Recreation and Community Services 1350 South"E" Street San Bernardino, CA 92408-2725 Tel: Tel: 909-384-5030 Fax: Fax:909-384-5160 Page 19 of 23 EXHIBIT C 6.5. Attorneys' Fees. In the event that litigation is brought by any party in connection with this Agreement, the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and expenses of the City Attorney and members of his office in enforcing this contract on behalf of the City shall be considered as "attorneys' fees"for the purposes of this paragraph. 6.6. Governing Law. This Agreement shall be governed by and construed under the laws of the State of California without giving effect to that body of laws pertaining to conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of competent jurisdiction located in San Bernardino County,California. 6.7. Assignment. Consultant shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without City's prior written consent. Any attempted assignment,transfer, subletting or encumbrance shall be void and shall constitute a breach of this Agreement and cause for termination of this Agreement. Regardless of City's consent, no subletting or assignment shall release Consultant of Consultant's obligation to perform all other obligations to be performed by Consultant hereunder for the term of this Agreement. 6.8 Indemnification and Hold Harmless. Consultant shall protect, defend, indemnify and hold harmless City and its elected and appointed officials, officers, and employees from any and all claims, liabilities, expenses, including attorney fees, damage to property or injuries to or death of any person or persons or damages of any nature including, but not by way of limitation, all civil claims or workers' compensation claims, arising out of or in any way connected with the intentional or negligent acts, errors or omissions of Consultant, its employees, agents or subconsultants in the performance of this Agreement. 6.9. Independent Contractor. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall secure, at its expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. 6.10 Ownership of Documents. All findings, reports, documents, information and data including, but not limited to, computer tapes or discs, files and tapes furnished or prepared by Consultant or any of its subconsultants in the course of performance of this Agreement, shall be and remain the sole property of City. Consultant agrees that any such documents or information shall not be made available to any individual or organization without the prior consent of City. Any use of such documents for other projects not contemplated by this Agreement, and any use of incomplete documents, shall be at the sole risk of City and without liability or legal exposure to Consultant. City shall indemnify and hold harmless Consultant from all claims, damages, losses, and expenses, including attorneys' fees, arising out of or resulting from City's use of such documents for other projects not contemplated by this Agreement or use of incomplete documents furnished by Consultant. Consultant shall deliver to City any findings, reports, documents,information, data, in any form, including but not limited to,computer tapes, discs, files, audio tapes or any other Project related items as requested by City or its authorized representative, at no additional cost to the City. Page 20 of 23 EXHIBIT C 6.11 Public Records Act Disclosure. Consultant has been advised and is aware that all reports, documents, information and data including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subconsultants, and provided to City may be subject to public disclosure as required by the California Public Records Act(California Government Code Section 6250 et. seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code Section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way,be liable or responsible for the disclosure of any trade secret including, without limitation,those records so marked if disclosure is deemed to be required by law or by order of the Court. 6.12. Responsibility for Errors. Consultant shall be responsible for its work and results under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Consultant occurs, then Consultant shall,at no cost to City,provide all necessary design drawings, estimates and other Consultant professional services necessary to rectify and correct the matter to the sole satisfaction of City and to participate in any meeting required with regard to the correction. 6.13. Prohibited Employment. Consultant shall not employ any regular employee of City while this Agreement is in effect. 6.14. Order of Precedence. In the event of an inconsistency or conflict in this Agreement and any of the attached Exhibits or Attachments,the terms set forth in this Agreement shall prevail. Q es incurred in the preparation and 6.15. Costs. Each party shall bear its own costs and fees p p negotiation of this Agreement and in the performance of its obligations hereunder except as expressly provided herein. 6.16. No Third Party Beneficiar Rights. This Agreement is entered into for the sole benefit of City and Consultant and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in,under or to this Agreement. 6.17. Headings. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. 6.18. Construction. The parties have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. 6.19 Amendments. Only a writing executed by the parties hereto or their respective successors and assigns may amend this Agreement. Page 21 of 23 EXHIBIT C 6.20. Waiver. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the party against whom enforcement of a waiver is sought. The waiver of any right or remedy with respect to any occurrence or event shall not be deemed a waiver of any right or remedy with respect to any other occurrence or event,nor shall any waiver constitute a continuing waiver. 6.21. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable in any circumstance, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance. 6.22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one agreement. 6.23. Corporate Authority. The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so,the parties hereto are formally bound to the provisions of this Agreement. 6.24 Damages. The Parties agree to waive any rights to incidental or consequential and punitive damages arising out of performance under this Agreement whether in torts or in contracts or in law or in equity. Page 22 of 23 EXHIBIT C AGREEMENT FOR SERVICES WITH FOR DESIGN AND INSTALLATION OF SPLASH PADS FOR THREE CITY PARKS IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written. CITY OF SAN BERNARDINO, CONSULTANT A Municipal Corporation By Charles E. McNeely,City Manager Signature Name and Title Approved as to form: James F.Penman, City Attorney By Page 23 of 23 ATTACHMENT A EXHIBIT C to a c Q X X w Q c 1 1 T P o cr7 - Q .n M �cA U3 1 w lJ Q N_ Q C] J- r W O N z. d w O �o � d N co O o Li.l Nt -- Ca L-j W V • E V • 4 a O h �t o • � x x �- K[ • � W w X �•` t VJ S s ~ N � x n p z O 7 = r W W V V cc ¢O 1- C7 - ti.M 6 � ln4 POQI—SSV� =D ?tN 3 QaoK1-- a q 1--Ca W O—F—J d M[n 3cdaOw�zyuN iT--2U 2� OCJK lc 1 �CJcn W p,W f� V7SXr' c/Jd4 �az0 3r SK 0.�WW�Q ZI.a_ r SVJ�C GCS�t-4—O W W S S Z 3 a.- � C pK D K N R p W w 4 O N CO N W M OC- �O V � N r � W P � to a-cn w o =a � 1 x cn Q m ATTACHMENT A EXHIBIT C > ¢ O U x a a cn r Q w W J � � V us M W 0 7. atD r t Q 6 N 1' � o m +„ p o • w w v� o — E c, r p ti V W � Z O y• X ]� X 'Q X h X - X - >< W • - a uri r c%j « N W v2 W�dJ q7 w= wt� - r Sd OOz �p J ^919 Oa-D�F=- +�c r--mwO—F--' TLL. Ylti3+�� OVY-C]�Z UV� ¢r—zc�a• o�.-.ia DG�-•. �Q 2 W d W_ d W N to C) t-- -[ tndC �L2Z0 9C ,C1^d.2WW�QS4- �--d vi6x�d u.Y-h-O W W S S D � � m � m O � fW� d O W W a O N r�4` ATTACHMENT A EXHIBIT C P WATER SPLASH www watersplashnet.com (800)936-3430 S-03.08 Frog Loop t II j 1 STRUCTURE The structure is constructed with 304U316 grade stainless steel tubing without any pinch point and sharp edges.Tubing is to include stainless steel housing for spray nozzles. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. HARDWARE Assembly process to use non-contusive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied(wished with weather resistant,UV protective powder coated paint. GRAPHICS Graphics shall be painted on the top section of the product to complete the shape of a frog.Graphics shall be painted with UV resistant paint and shall be protected with UV resistant clear coat. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. (800)936-3430 ATTACHMENT A EXHIBIT C c 144 SPRAY x V r.r ul r 8 8 a �J Ol SPECIFICATIONS: A A MATERIAL: STAINLESS STEEL SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE WATER PRESSURE: 8-14 psi WATER CONSUMPTION: 10-14 gpm DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA FROG INSTALLATION WATER SPLASH INC. AND IS NOT 2007,03.06 [S-03-08) TO BE REPRODUCED Bf ANY MEANS REV OR USED TO FURNISH INFORMATION UNIT SHEET 110116 10 TO OTHERS WITHOUT THE EXPIICIT _ CONSENT OF WATER SPLASH INC. I NCH 112 W060047-00-XX-D 15 C 2 1 ATTA HMENTA EXHIBIT Water Splash Inc TEL : 1 -800-936-3430 WWW.WATERSPLASHNET.COM (24) SEE NOTE 5 I j I t I j 8 WATER LINE I " NPT THREADED COUPLING (NOT SUPPLIED) (NOT SUPPLIED) SEE DETAIL A SEE NOTE 4 CONCRETE SURFACE -STRUCTURE N v OMPACTED GRANULLAR r DETAIL A H SCALE 1 :5 3/4" ANCHOR BOLTS SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH THIS TER SPLASH INC. AND DRAWING 15 THE PROIS PERTY NOT OF AQUA FROG INSTALLATION TO BE REPRODUCED BY ANY MEANS 2007.03.Dfi [S-03-081 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV W TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 2/2 W060047-00-XX-D15 C 2 1 ATTACHMENT A EXHIBIT C P i WATER SPLASH INC. www watersplashnet.com (800)936-3430 S-01.32 MISTY CURVES / t4 J.l�; .. SS1JJJ STRUCTURE The structure is contracted with 304L/316 grade stainless steel tubing without any pinch point and sharp edges.Tubing is to include stainless steel housing for spray nozzles. OPTIONAL ACTIVATOR INTEGRATION Aqua Curves can host a mechanical or a proximity activator as per customer requirements. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points, The product can house up to sixteen(16)spray nozzles that produce a fine misting effect. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAUITING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. The top shall be graphic painted to reflect the"Caterpillar"theme. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set, Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S-40.01 removable in-ground anchorage. (800)936-3430 i i ATTA HMENT A EXHIBIT C 4 O � O �4 r � O 00 X S V 8 8 SCALE 3: 100 N N M �~ N J 4- STAINLESS STEEL PIPE PITCH--103 SPECIFICATIONS: A A MATERIAL: STAINLESS STEEL SURFACE FINISR: POWDER PAINT OR POLISHED SURFACE WATER PRESSURE: 8-14 psi WATER CONSUMPTION: 20-30 gpm SCALE 1 :25 DATE DESCRIPTION WATER SPLASH WATER DRAWING IS THE PROPERTY OF MISTY CURVES WATER SPLASH INC. AND IS NOT 2008.04. 10 S-01 .32 TO BE REPRODUCED BY ANY MEANS _ OR USED TO FURNISH INFORMATION UNIT SLEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 1 /2 W060293-00-XX A 2 c ATTAf HIM ENT A EXHIBIT C (24) WATER SPLASH INC ( 1 2) Tel : 1 -800 936-3430 (9) WWW.WATERSPLASHNET.COM -- - ) - N I j B STRUCTURE SEE NOTE 4- SEE NOTE 5 SEE DETAIL A 1-1/2" NPT THREADED COUPLING (NOT SUPPLIED) v CONCRETE SURFACE ,lf WATER LINE (NOT SUPPLIED) "* OMPACTED GRANULLAR DETAIL A 314" ANCHOR BOLTS SCALE 1 :5 SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I - MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH DIAWING IS PROPERTY Of MISTY CURVES TO BE REPRODUCED BY ANY MEANS 2007..03.06 S-01 . 32 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO AEv TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 212 W060293-00-XX A 2 i .Y..51Ii.I�IIY ... _ •< ATTACHMENT A EXHIBIT C A ? � WATER SPLASH INC. www.watmplaslinet.com (800)936-3430 t � S-05.06-01 AQUA GEYSER P WATER SPLASH STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process uses non corrosive stainless hardware exclusively to avoid any corrosion related problems. ANCHORING SYSTEM Water Splash Inc.shall supply easy installation templates and anchor bolts/hardware set. (800)936-3430 ATTACHMENT A EXHIBIT C +- .1..r... ..r..�..1.• �.. SPRAY ZONE >n M t mi � I ! i I � 24 ,' SCALE -1 : 10 Crushed Stone SPECIFICATIONS: Play Surface LOW CONSUMPTION OPTION 1 MATERIAL: STAINLESS STEEL ! BRASS NOZZLE 1 WATER PRESSURE:4-6 PSI t WATER CONSUMPTION:5-7 GPM 1 M 1-1/2" NPT THREAD NIPPLE ONCRETE BASE NOTES: A I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 15" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. SCALE 1 : 10 4- SHALL BE CONNECTED TO WATER LINE. DATE DESCRIPTION AQUA GEYSER WATER SPLASH WATERDSPLIASH INC. AND RISENOT of S-05-08.01 TO BE REPRODUCED BY ANY MEANS 2009.06. 18 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO` REV M TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 1 / w060338-00-xX-0 5 B 2 Mumma ATTACHMENT A EXHIBIT C `R NA WATER SPLASH INC. www.waterW]&shnet.com (800)936-3430 t S-05.01 AQUA JET 6 STRUCTURE The structure is to be constructed with 304IJ316 grade stainless steel tubing.Tubing also includes stainless steel housing for spray nozzles. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems.All assembly related hardware to be supplied by Water Splash Inc. ANCHORING SYSTEM Aqua Splash shall supply easy installation templates and anchor bolts/hardware set. (800)936-3430 L ATTAfHMENT A i EXHIBIT C Water Splash INC. Tel , 1 -800-312-3726 WWW,WATERPSLASHNET.COM 9 0 •~`•� �RAY ZONE Z f 12 B _TI I a CONCRETE BASE-- SEE NOTE 3 SEE NOTE 2 OMPACTED GRANULLAR / /// 3/4" NPT NIPPLE V-7 SEE NOTE 4 SPECIFICATIONS: --------- MATERIAL: STAINLESS STEEL / BRASS NOZZLE SECTION A-A WATER PRESSURE: 4-8 psi SCALE 1 : 10 WATER CONSUMPTION: 3-4 gpm NOTES: A I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNFCTED TO WATER LINE. _- DATE DESCRIPTION WATER SPLASH WATERDSPLASH INC. ANDR0ISENOT OF AQUA JET TO BE REPRODUCED BY ANY MEANS 2005. 10. 10 S-05-0 f OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REY TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH H INC.INC. f NCH f / I W060085-00-00-D 15 2 1 ATTACHMENT A EXHIBIT C WATER SPLASH INC. t www.watersplashnet.corn (800)936-3430 S-01.01 AQUA FLOWER STRUCTURE The structure is to be constructed with 304IJ316 grade stainless steel tubing.Leaves can be of stainless steel or aluminum material and are to be attached to the main tubing through a secure sub-assembly. WATER SPLASH SPRAY DESIGN Specially designed CNC machines brass `spraying effect'sub-assembly is to be mounted on top of the structure. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details_ REMOVABLE ANCHORAGE Product is suitable for use with SAO.01 removable in-ground anchorage. ATTA HMENTA EXHIBIT _(24) !r (9) I N ' I B j B STRUCTURE SEE NOTE 4 -SEE NOTE 5 SEE DETAIL A 1- 112" NPT THREADED COUPLING (NOT SUPPLIED) n, CONCRETE SURFACE WATER LINE (NOT SUPPLIED) " -H COMPACTED GRANULLAR r DETAIL A "r ANCHOR BOLTS SCALE 1 :5 SEE N O , CONCRETE BASE SEE NOTE 3 BLOW GROUND INSTALLATION DETAILS NOTES: I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) A WITHIN CONCRETF BASE. A 3- CONCRETE BASE SHALL 8E 24" MIN X 24" MIN X 24" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION THIS IS THE WATER SPLASH WATER DRAWING INC. ANDRISENOT OF TO BE REPRODUCED BY ANY MEANS 2007.06.08 AQUA FLOWER INSTALLATION OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO LB Td OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 212 W060032-00-XX-DI5 2 1 ATTACHMENT A EXHIBIT C C# P ' WATER SPLASH INC. www.watersplashnet.com (800)936-3430 S-20.04.01 Mechanical Activator II �V FUNCTION Mechanical activator controls up to 4 play products with maximum 16 gpm*water usage. Stand-alone unit includes its aluminum housing for manifold product line connections. (Manifold housing) PUSH BUTTON Push button sensor opens main inlet valve to allow play up to 45 sec. HARDWARE Assembly uses non-corrosive stainless hardware. COATING The outer structure is coated with weather resistant, UV protective powder paint and oven baked for long term durability. ANCHORING SYSTEM Anchor bolts/hardware set are supplied with the product. *Mechanical activator li(S-20.05,01)provides water up to 20 gpm. (800)936-3430 ATTACHMENT A EXHIBIT C co I(L co cf3 cn. rn W CN -05, >< >< Z:)U> tD uj CD cc> CD 0 C3 ME——— to c7 C7 J -d-, CJ W C> ME O L1 to N cg:z C41 =E ATTACHMENT A EXHIBIT C m a z W g x CL x a o N co M ti W z (/J C.LQ 4 C� O _ Y W O a CV ! a b � t a .-• -�'. cow o ICJ Z W O 1 h cn fJ .SG x x 7- x v z w o ,+- t N �_z O I N in N S t- 1"`j w LO !� -1 w a W CD d y O y ¢]dl. S OVy QaOlJ t-C�2�L7 V1 c,�xyo cnsxt- ..y--Oy—t-Wd 0 OJCd �GCa.�C W W�Oxli x x ca O J Gl o Q m � m rn a • 6 t- n- Q O W ,OG 4 CID I ATTACHMENT A EXHIBIT C WATER SPLASH INC. www wate�net,com (800)936-3430 S 03-06-AQUA ARCH a STRUCTURE The structure is constructed with 3041/316 grade stainless steel tubing without any pinch point and sharp edges.Tubing is to include stainless steel housing for spray nozzles. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. .HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with 540.01 and 5-40.02 removable in-grounds anchorage. (800)936-3430 ATTA HMENT A EXHIBIT C 192 SPRAY ZONE _ w 2 O N ce H ^' B B SPECIFICATIONS: LOW CONSUMPTION OPTION MATERIAL: STAINLESS STEEL - 4" DAI PIPE NOZZLE: 7 NOZZLES SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE A A WATER PRESSURE: 15-20 psi WATER CONSUMPTION: 5-7 gpm DATE DESCRIPTION t SPLASH WATERDSPL+ASH INC. PROPERTY OF ARCH INSTALLATION TO BE REPRODUCED BY ANY MEANS 2007.03.06 5-43-06 OR USED TO FURNISH INFORMATION UNIT SHEET DRANIN6 NO REY TO OTHERS WITHOUT THE EXPLICIT ZCS7)' CONSENT OF WATER SPLASH INC. INCH ( ZZ W060038-00-XX-D15 B �iYr'' 2 I ATTA HMENT A EXHIBIT C F ter Splash In( el : 1 -800-936-3430 www, wafersplashnef . com (24) l9) (7) F �., I i r...... ....i 00 I I 1 SEE PAGE I FOR CENTER DETAIL ---TO CENTER DISTANCES _ SCALE 1 :5 STRUCTURE -SEE DETAIL A CON ETE SURF E SEE NOIE 5 SEE NOTE 4 1-1/2" NPT THREADED COUPLING (NOT SUPPLIED) I (J 1 I I (NOT RSUPPLIED) j j I COMPACTED L ,_ GRANULLAR CONCRFTC BASF— SEE NOTE 3 BELOW GROUND 3/4" ANCHOR BOLTS— INSTALLATION DETAILS SEE NOTE 2 NOTES: I- MANUFACTURERS SPEC IFICA-IIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PAIIERN (SUPPLIED BY MANUFACTURER) A A WITHIN CONCRETE BASE. 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE (LOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF ARCH INSTALLATION WATER SPLASH INC. AND IS NOT 2007.03.06 S-03-06 TO BE REPRODUCED BY ANY MEANS REY _ OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 2121 W060038-00-XX-D15 B 2 i ATTACHMENT A EXHIBIT C p WATER SPLASH INC. v,watersnashnet.corzt (800)936-3430 S-98.03 AQUA STYLE ,t 1. 7V 1..1: STRUCTURE The structure is to be constructed with 304L/3t6 grade stainless steel tubing.Leaves can be of stainless steel or aluminum material and are to be attached to the main tubing through a secure sub-assembly- .duct is availably both with a skdUU and a bended cost. WATER SPLASH SPRAY DESIGN Specially designed CNC machines brass `spraying effect' sub-assembly is to be mounted on top of the structure. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant, UV protective powder coated paint_Graphic application on the leaves to complete the painting process. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S-40.01 removable in-ground anchorage. ATTA HMENT A EXHIBIT C 0 144 SPRAY ZONE � •1 •1 6 ! f / SCALE 1 :50 —5" STAINLESS STEEL PIPE CIO SPECIFICATIONS: M MATERIAL: STAINLESS STEEL SURFACE FINISH: POWDER OAINT OR POLISH WATER PRESSURE: B-15 psi 1 -I /!2" NPT NIPPLE WATER CONSUMPTION: 10-15 gpm A A SCALE 1 :40 DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA STYLE WATER SPLASH INC. AND IS NOT 200$.05.22 5-9$. 03 TO BE REPRODUCED BY ANY MEANS REV OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. NCH 1 /2 W060304-00-XX A I ATTA HMENT A EXHIBIT C M ( 4) WATER SPLASH INC Tell -800 936-3430 YJI WWW.WATERSPLASHiV1=T.COM - — -- t i { B ( B STRUCTURE SEE NOTE 4 SEE NOTE 5 SEE DETAIL A 1 -1 12" NPT THREADED COUPLING (NOT SUPPLIFD) N v- CONCREIL SURFACE WATER LINE (NOT SUPPLIED) OMPACTED GRANULLAR DETAIL A 314" ANCHOR BOLTS SCALE 1 :5 f'4{ _,, SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE {LOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA STYLE WATER SPLASH INC. AND IS NOT 2007.03.06 S`98.03 TO BE REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO JREV TO OTHERS WITHOUT THE EXPLICIT COkSENT OF WATER SPLASH INC. I NCH 212 W060304-00-X 2 1 j ATTACHMENT A EXHIBIT C P WATER SPLASH INC. vvatersrtlashnet com (800)936-3430 S-01.32 MISTY CURVES r } rcc'# r s. •:.�1 �t tiY• F• fir. r'•'; t v 2 . lf, .v J; STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing without any pinch point and sharp-edges.Tubing is to include stainless steel housing for spray nozzles. OPTIONAL ACTIVATOR INTEGRATION Aqua Curves can host a mechanical or a proximity activator,as per customer requirements. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. The product can house up to sixteen(16)spray nozzles that produce a fine misting effect. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,W protective powder coated paint. The top shall be graphic painted to reflect the"Caterpillar"theme. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE co Product is suitable for use with S-40.01 removable in-ground anchorage. (800)936-3430 L ATTA HMENT A EXHIBIT C 0 w � 0 s a7 X � b 8 8 SCALE 3: 100 M N O N W a _--4" STAINLESS STEEL PIPE N M i U {4.54.5} PITCH=T�3 SPECIFICATIONS: A A MATERIAL: STAINLESS STEEL SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE WATER PRESSURE: 8-14 psi WATER CONSUMPTION: 20-30 gpm SCALE 1:25 THIS DATE DESCRIPTION WATER SPLASH WATER DSPLASH INC. AND ROISENOT OF MISTY CURVES TO BE REPRODUCED BY ANY MEANS 2008.04. 10 S-01 . 32 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 1112 W060293-00-XX � 2 I ATTACHMENT A EXHIBIT C (24) WATER SPLASH INC clz) Tel : 1 -800 936-3430 191 WWW.WATERSPLASHNFT.COM I � � B STRUCTURE- SEE NOTE 4 SEE NOTE 5 SEE DETAIL A I -I/Z" NPT THREADED COUPLING (NOT SUPPLIED) y L CONCRETE SURFACE M ,/� WATER LINE (NOT SUPPLIED) OMPACTED GRANULLAR DETAIL A 3/4" ANCHOR BOLTS SCALE 1 :5 SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES. I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2 ANCHOR BOLTS SHALL BE LOCATED BY WOODI•N PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE. WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT, DATE DESCRIPTION WATER SPLASH WATERDSPLASH INC. ANDRISENOT OF MISTY CURVES 01 TO BE REPRODUCED BY ANY MEANS 2 .03.06 S-Ol . 32 OR USED TO FURNISH INFORMATION UNIT sNEEr DRAWING NO REV _ TO OTHERS WITHOUT THE EXPLICIT CONSENT % WATER SPLASH INC. I NCH 2I2 W06093-00-XX A 2 ATTACHMENT A EXHIBIT C p � WATER SPLASH INC. kJ www.watMplashnet.com (800)936-3430 S-05.06-01 AQUA GEYSER • �r.c. P ti iIiATER SPLASH STRUCTURE The structure is constructed with 304L1316 grade stainless steel tubing. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process uses non corrosive stainless hardware exclusively to avoid any corrosion related problems. ANCHORING SYSTEM N Water Splash Inc.shall supply easy installation templates and anchor bolWhardware set. (800)936-3430 ATTACHMENT A EXHIBIT C 60 �• `�. SPRAY ZONE a � r � r i j 120° 1200 8 1 � 1 120° 1 � �. � 2 4 �• SCALE -1 : 10 `�. /' Crushed Stone SPECIFICATIONS: Play Surface – -- — LOW CONSUMPTION OPTION j N j MATERIAL: STAINLESS STEEL l BRASS NOZZLE WATER PRESSURE:4-6 PSI (" WATER CONSUMPTION:5-7 GPM 1 -112" NPT THREAD NIPPLE ONCRETE BASE NOTES: A I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 15" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. SCALE 1 : 10 4- SHALL BE CONNECTED TO WATER LINE. DATE DESCRIPTION AQUA GEYSER WATER SPLASH WATERDSPLLASH INC. AND RIISENOT OF 5-05-06.01 TO BE REPRODUCED BY ANY MEANS 2009.06. 18 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH I ( I W060338-00-XX-D 15 B Z 1 ATTACHMENT A EXHIBIT C 1 n_ WATER SPLASH INC. www watersulashnet.com ti (800)936-3430 5-05.01 AQUA JET STRUCTURE The structure is to be constructed with 304L/316 grade stainless steel tubing.Tubing also includes stainless steel housing for spray nozzles. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems.All assembly related hardware to be supplied by Water Splash Inc. ANCHORING SYSTEM Aqua Splash shall supply easy installation templates and anchor bolts/hardware set. (800)936-3430 L ATTA HMENT A EXHIBIT C Water Splash INC . Tel : 1 -800-312-3726 WWW.WATERPSLASHNET.COM yQrr�rr.q.i �~ 90 � SPRAY ZONE l� j #2 B 4 QvA 1 co �� 1 i / �. CONCRETE BASE— SEE NOTE 3 SEE NOTE 2 OMPACTED GRANULLAR --3/4" NPT NIPPLE SEE NOTE 4 SPECIFICATIONS: MATERIAL: STAINLESS STEEL / BRASS NOZZLE SECTION A-A WATER PRESSURE: 4-8 psi SCALE 1 : 10 WATER CONSUMPTION: 3-4 gpm NOTES: A I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNECTED TO WATER LINE. DATE DESCRIPTION WATER SPLASH DRAWING IS THE INC. ANPDRISENOT OF AQUA JET TO BE REPRODUCED BY ANY MEANS 2006. 10- 10 S-05`01 _ OR USED TO FURNISH INFORMATION UNIT SHEET DRAWIN6 NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 1 / 11 W060085-00-00-D15 2 ATTACHMENT A EXHIBIT C P ..',!�' WATER SPLASH INC. www.watersplashnet.com 6N (800)936-3430 S-20.04.01 Mechanical Activator 11 FUNCTION Mechanical activator controls up to 4 play products with maximum 16 gpm*water usage. Stand-alone unit includes its aluminum housing for manifold product line connections. (Manifold housing) PUSH BUTTON Push button sensor opens main inlet valve to allow play up to 45 sec. HARDWARE Assembly uses non-corrosive stainless hardware. COATING The outer structure is coated with weather resistant, UV protective powder paint and oven baked for long tern durability. ANCHORING SYSTEM Anchor bolts/hardware set are supplied with the product. Mechanical activator If(S-20.05.01)provides water up to 20 gpm. (800)936-3430 p x `s ATTACHMENT A EXHIBIT C i X a o c V) vwi W C. Q fl 2 n w o +fir h LO M z p z o r7 v cs c7 (-7 Z F....p fn Q t!'7 CS 4 O '- °.c O O 30 w LO N O k O 1. Q Cn W d V7 w_v) d s w w v J— o Li o m aerie c O' rn ac W * d O CD D F- `� cn � a ice.! w L.. N ¢�' oe o= N W ?•C x r{ Q © X O X tl X O nl 'n W q7 Z r �`!W N � � w 2_ - r W O F--K �wzUl-=rD. � en1Y ¢l-�OVV� o C7 r-cYlwO-1---� Zw 1---O-Ni�9.�UNJ K O J, BOZO W -ins d 'J c�c'--Y�Oxwiw V? v�xxl-- L W � W O f^ d 00 � 1` J a_ ¢ v w 4 w a 4 n') 1 4n NM 1J'! W M _ i-N .--J cn ? .- W W O V p V 1 w o � >-- � d ]t m 6 ATTACHMENT A EXHIBIT C dc a � o (V g X M NT ..a Q LS z NT � � d 'mot a V `2 a O C7 x P H W O d) V • 1 ru -W o lam✓/ � C t7 ¢ a. N w s N 00 0 @ @ 00 x Allow n O X N -- H CV M r s ?' w � x 4 W]f w i..JZOr-az N/- [Y QF--tOOT —sG �ZVN lC O>-o�H 4 X4. VJ La.3S-�1 ;8 c C X O -- Q T � dfi^2an2S. tnSX!- Wt/)�Q17-1--I.IQ [Fjd 6 ¢�C 2q 3w Q Jon.Q� W ut W x s d } Y !O � m O Q Y W d co a0 H m o W ¢ N AJ ct nt f I 1 wlv f l rl{� ' fit k nw OS ko ti; t ,ttky�•,. .l. } } k E' CC��'• � 1. y ✓r �l i�'?, :�, i' r'i •� r� f� � s 3� i +4.. ,l• .i/ �f s P �' •� 1 t'� t.�s,,��, •fit a '�.�'�- ..�•, ':i. , '?tip' � �= 1 ATTACHMENT A EXHIBIT C P � WATER SPLASH INC. www.watersplashnet.com (800)936-3430 5-99.26 PIRATE Sl®F PLAY SET :slot• // i' , '5E•s raw r�,, ,.y.: STRUCTURE The structure is constructed with non-corrosive fiberglass material.There are no pinch points and sharp edges. INTERACTIVE SOUND Sensor attached to steps activates sounds(pirate/and or parrot talk) IfARDWARE Assembly process to use non-corrosive stainless hardware exclusively to avoid corrosion related problems. COATING The structure is to be supplied finished with weather resistant,UV protective spray paint and clear coat. DIMENSIONS 87'x 133"x 185"(2.20m x 3.40m x 4.70 m) SLIDE PAD Slide pad is a durable soft rubber mat mounted on play surface.This is provided with the slide. ATTACHMENT A EXHIBIT C t p WATER SPLASH INC. www.watersnlashnet.com to (800)936-3430 i • S-01.02 PALM TREE a s•- _r�0.5I III t i- STRUCTURE The structure is to be constructed with 304U316 grade stainless steel tubing.Leaves can be of stainless steel or aluminum material and are to be attached to the main tubing through a secure sub-assembly. WATER SPLASH SPRAY DESIGN Specially designed CNC machines brass `spraying effect'sub-assembly is to be mounted on top of the structure. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts&ardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S-40.01 removable in-ground anchorage. (800)936-3430 i ATTA HMENT A ► EXHIBIT C • e s 156 SPRAY ZONE N M �n SPECIFICATIORS; MATERIAL: STAINLESS STEEL A SURFACE FINISH; POWDER PAINT A WATER PRESSURE: 8-14 psi WATER CONSUMPTION: 18-32 gpm DATE _ DESCRIPTION THIS WATER SPLASH WATER DSPLASH INC.. ANDROISENOT OF PALM TREE INSTALLATION TO BE REPRODUCED BY ANY MEANS 2007.03.06 S-01 . 02 OR USED TO FURNISH INFORMATION UNIT SxEET rWO(N00035- REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH I /2 00-XX-DI5 B 2 c ATT HMENT A EXHIBIT C Water Splash Inc . (24) y TEL: 1 -888-771 -8949 (11 .8) WWW.WATERSPLASHNET.COM (9) i N ( STRUCTURE SEE NOTE 4- SEE NOTE 5 SEE DETAIL A I-I12" NPT THREADED COUPLING (NOT SUPPLIED) y CONCRETE SURFACE Ln WATER LINE y- f (NOT SUPPLIED) N OMPACTED GRANULLAR DETAIL A Y " SCALE 1 .-5 ._,. „— ._.,Cl/� SEE NOTE BOLTS CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) A WITHIN CONCRETE BASE. A 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 24" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HONED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH DRAWING IS THE INC, PROPERTY OF PALM TREE INSTALLATION TO BE REPRODUCED BY ANY MEANS 2007.03.06 S- 01 . 02 _ OR USED TO FURNISH INFORMATION UNIT SHEET BRAVING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 212 W060035-00-XX-D15 B 2 1 ATTACHMENT A EXHIBIT C P WATER SPLASH INC. www.watersplashnet.com (800)936-3430 S-97.08.01 FLOWER SHOWER i 4 STRUCTURE The structure is to be constructed with 30411316 grade stainless steel tubing. FLOWER SHAPE Dome.is.made of translucent engineered durable plastic. HARDWARE Assembly process to use non-corrosive stainless hardware exclusively to avoid corrosion related problems. COATING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. ATT CHMENT A EXHIBIT C CFr J I W •� �..r.....i. ui ��• •� ` J U7 / _ d 0144 SPRAY TONE SCALE 1 :50 w n_ J W W N h W _J z SCAIF 1 :40 n_ - - SPECIFICATIONS: M F- z ROUND LEVEL MATERIAL: STAINLESS STEEL A — — ,_„ —„ SURFACE FINISH: POWDER OAINT OR POLISH A WATER PRESSURE: 8-15 psi WATER CONSUMPTION: 25-35 gpm DETAILS FOR UNDERGROUND INSTALLATION SEE NEXT SHEET DATE DESCRIPTION WATER SPLASH WATERDSPLASH INC. PROPERTY SENOT OF FLOWER SHOWER TO BE REPRODUCED BY ANY MEANS 2008. 10.22 S-97. 08, 01 _ OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. NCH 1112 W060329-02-XX A 2 1 ATT HMENTA EXHIBIT 1241 WATER SPLASH INC ( II '8) Tel : 1 -800 936-3130 t9) WWW.WATERSPLASHNET.COM ev I I •a ti B - B STRUCTURE— SEE NOTE 4 SEE NOTE 5 SEE DETAIL A- 1-1 12" NPT ThREADF_D COUPLING (NOT SUPPLIED) y c%, CONCRETE SURFACE ` . (# WATER LINE (NOT SUPPLIED) " -COMPACTED GRANULLAR DETAIL A BOLTS �� SEE ANCHOR 0 SCALE 1 :5 _,. /.,�I SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR 001-TS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" Mill BY 24" MIN AND BELOW LOCAL FROST A LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER `SPLASH WATERDSPLASH INC. AND ROISFNOT OF FLOWER SHOWER TO BE REPRODUCED BY ANY MEANS 2007.03.06 S-97. 08. 01 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT ! —E' CONSENT OF WATER SPLASH INC. I NCH 1212 W060329-02-XX A 2 1 ATTACHMENT A EXHIBIT C WATER SPLASH www.watersplashnet.com (800)936-3430 S-97.01.01 AQUA GARDEN 11 Y 1 STRUCTURE The structure is constructed with 3041./31.6 grade stainless steel tubing without any pinch point and sharp edges.Tubing is to include stainless steel housing for straight water flow. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. LEAF SHAPE There are two leaf shapes made out of beaded pipes and translucent plastic part.Colored translucent engineered plastic gives an elegant look to our spraying leafs.Each leaf shape will house six water nozzle outlets. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,W protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. 4 (800)936-3430 ATTA HMENT A EXHIBIT C WATER SPRAY ZONE 60 X 150 89 \\ \\ N .N ,\ .N .` i SPECIFICATIONS: �+ jl MATERIAL: STAINLESS STEEL j � SURFACE FINISH: POWDER OAINT OR POLISH 3" STAINLESS WATER PRESSURE: 8-15 Psi STEEL PIPE I ti WATER CONSUMPTION: 15-20 gpm II II I ► „ II A A NDERGROUND INSTALLATION SEE NEXT SHEET SCALE 3: 100 DATE DESCRIPTION WATER SPLASH WATERDSPL�ASH INC. AND ROISENOT OF AQUA GARDEN I I 2009.41 TO BE REPRODUCED BY ANY MEANS .28 S-9Z. a I • a I OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE H INC.ii CONSENT OF WATER SPLASH INC. (NCH 1121 w060347-0 I -XX A 2 ATTA HMENT A EXHIBIT C (24) WATER SPLASH INC ( II 8) Tel : 1 -800 936-3430 (�) WWW.WATFRSPLASHNET.COM ' I I 8 j B STRUCTURE SEE NOTE 4 -SEE NOTE 5 SEE DETAIL A I-I12" NPT THREADED COUPLING (NOT SUPPLIED) y ti, v CONCRETE SURFACE WATER LINE (NOT SUPPLIED) N -COMPACTED GRANULLAR DETAIL A ANCHOR BOLLS SCALE 1 :5 ��, —•, „— •—,..� SEE NOTE 2 CONCRFTF BASE SEL NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES; I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2 ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BLLOW LOCAL FROST A LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER`SPLASH WATERDSPLrASH INC. PROPERTY OF AQUA GARDEN 11 TO BE REPRODUCED BY ANY MEANS 2007.03.06 S-97.01 .01 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 1212 W060347-O I -XX A 2 1 'I ATTACHMENT A EXHIBIT C ;. j° WATER SPLASH INC. www.wgtersplaslmet.com (800)936-3430 5-05.06-01 AQUA GEYSER :a WATER SPLASH STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process uses non corrosive stainless hardware exclusively to avoid any corrosion related problems. ANCHORING SYSTEM Water Splash Inc. shall supply easy installation templates and anchor bolts/hardware set. L (800)936-3430 ATTA HMENT A EXHIBIT C �' �• SPRAY ION[ a a 120° 120° B I 120° ti SCALE -1 : 10 Crushed Stone SPECIFICATIONS: Play Surface F Pl LOW CONSUMPTION OPTION _ I - MATERIAL: STAINLESS STEEL / BRASS NOZZLE J WATER PRESSURE:4-6 PSI I j WATER CONSUMPTION:5-7 GPM t I I-IE2" NPT THREAD NIPPLE �''�-CONCRETE BASE NOTES. A I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 15" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. SCALE 1 : 10 4- SHALL BE CONNECTED TO WATER LINE. GATE DESCRIPTION AQUA GEYSER WATER SPLASH WATERDSPLASH INC. AND RISENOT OF S-0"6.01 TO BE REPRODUCED BY ANY MEANS 2009.06. 18 _ OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REY TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH I / I W060338-00-XX-DI 5 8 Z i ATTACHMENT A EXHIBIT C S WATER SPLASH INC. www.watersplashnet.com (800)936-3430 S-01.23 THREE BUCKETS B �2': �•1}�N�hi X 5, STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. The design eliminates all pinch points and sharp edges. BUCKETS The product is equipped with three tumbling buckets. Buckets are made of non corrosive fiberglass material and are engineered to tumble after filling up with water. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant, UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S40.01 removable in-ground anchorage. (800)936-3430 Y ATTACHMENT A EXHIBIT C 2 I at ` ✓r t 8 � B i i f l � -\0168 SPRAY ZONE 0 SPECIFICATIONS: MATERIAL: STAINLESS STEEL A SURFACE FINISH: POWDER PAINT A WATER PRESSURE: 8-15 psi WATER CONSUMPTION: 7-II gpm DATE DESCRIPTION VATER SPLASH THIS DRAWING INC. PROPERTY OF THREE BUCKETS INSTALLATION TO BE REPRODUCED BY ANY MEANS I IS-01 . 2 31 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO flEV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 112 W060016-00-XX-DI 5 B ATTACHMENT A EXHIBIT C Z ' WATER SPLASH (24) (800) 936-3430 www, watersplashnet , com (9) I ( ' I 8 I B i.._...._..._.._.._.._.._� STRUCTURE-- SEE NOTE 4 SEE NOTE 5 SEE DETAIL. A -1-112" NPT THREADED COUPLING (NOT SUPPLIED) .y CONCRETE SURFACE �I 'AT ER L I NE (NOT SUPPLIED) N LI COMPACTED GRANULLAR DETAIL A 3/4" ANCHOR BOLTS SCALE 1 :5 f SEE NOTE 2 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: E- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PALTERN (SUPPLIED BY MANUFACIURER) A WITHIN CONCRETE BASE. A 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 24" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH wnTERDSawns� INCTNANDR�SENOT OF THREE BUCKETS I NS I ALLAT ION TO 8E REPRODUCED BY ANY MEANS [S-01 . 23 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 212 W060016-00-XX-D15 8 ATTACHMENT A EXHIBIT C P WATER SPLASH INC. www.watersplashnet.com (800) 936-3430 S-07.12 Aqua Guitar •J !=UNCTION Interactive play unit has 6 water outlets and embedded speaker. Sound effect is linked to water outlet, which starts when water outlet is blocked. Standard sound is piano sound, which can be modified by user MATERIAL Unit is constructed out of durable non-corrosive aluminum material/and or K 11 fiberglass material. Surface is graphically painted to reflect guitar theme. HARDWARE Assembly uses non-corrosive stainless hardware. COATING The outer structure is coated with weather resistant, UV protective powder paint and oven baked for long-term durability. ANCHORING SYSTEM Anchor bolts/hardware set are supplied with the product. r (800)936-3430 ATTACHMENT A EXHIBIT C an � w x x a c O w Q � d � z CO N i C7 O O 1 w r CO wE cvn w »e w W N ' � z G7 6 N ro W h W < W Z � o N fV ell X K O -- X � x rn W K d 5 r+ V !> N w O q7 N F l J W 7 r rs J } w x c7 W-r F^ui Y —1—fn- 41 W z^O I- <nl- m¢rg�oos -¢ I tr l— C tJ HaOwO —hJ 21-- -�OSW1W A�S_t!)D R/JSXN wy—ON-1—W6 rndQ �zx0 # S6Cl_,2W W=QS W 1--d VJQgC.Z L�1-�h� W W z s � Q 7 >- O m P 4 d a ~ 4 ap O op 4 ATTACHMENT A EXHIBIT C pp Z w W J g x N X 0 Q. O ♦I� :m vJ G a p tLl `,s O z ^•. rn �N � c0 a 4 W � - W •- N ��` w uly w <r z tr w p cn -- w r- O c� L d m a rn o w *�'W p o d •, �,� z •• w cu — LY: OC rr-, UJ d a- U 09:9 K 9 w d 0 N X X � C 7 s w b +L N O � N S r «iw z O rl-� � J j w x Y V Y f7 W'L rcc —r-v�- W20/-�C> cnr •c co)UT Z cn rmw4—r-� O Ot.rr30:c�v�i OOH ¢r�zu�r. fn �Q WtA--©tlJ-rl�J•K ent•.,c xoedaw w�Oxw Cn r LL v)•¢��u-F-F-U w w s x N 7 z o Gx- MA w x y o w a o 3NOZ Avails 9zi W Q m W W z 0 V OO 4 ATTACHMENT A EXHIBIT C co 6 co uj .J+ w O C7 O b �p t N % O w 2 3r J J p r.Wi Q Q J 1 y o O � � 1— O7 all A w ,k Q W O o .. V 4 a LJ (J W � n � w w cu r (v N x - x x � • W I.:l w x cn u (!J Z CJ X O 4 V) iD W V D ✓f u. h^ to w .el; 1 (U � tD 0 AC 1 :z — �, � L 3SVt1 313a�NOJ —° � w � t8) . 4J Z 2(1 Z O W 2 •• 3c pac�cc r- d V ©w✓j NC1�7�1-.w4 N Nd4 crz20 3 1 xac n.awwa OS.l+ ! 1 1 1 1 1 I 1 1 1 1 a w W 1 1 t 1 t 1 a�` o c / 1 1 1 1 t t 1 1 7 1 1 a t i ! { t 4 ♦� O 1 1 / i 1 i ♦ � m LL\= i 1 1 1 1 1 ♦♦ z w d v 1 1 7 1 i 1 ♦ — N 1 7 1 1 1 1 a♦ 2 w Q w d O 1 1 1 1 t 1 ♦ ..._.—.. 3SV9 313UN0O (SH m ATTACHMENT A EXHIBIT C Water Splash INC. Tel : 1 -800-312-3726 WWW.WATERPSLASHNET.COM B 0 0 a SEE NOTE 2—\ SCALE 1 : 10 -----314" NP I NIPPLE SEE NOTE 4 SPECIFICATIONS: MATERIAL: STAINLESS STEEL / BRASS NOZZLE ONCRETE WATER PRESSURE: 4-8 psi 8 CONCRETE BASE. WATER CONSUMPTION: 3-4 gpm SEE NOTE 3 NOTES: A I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 15" MIN X 12" MIN X 8" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNECTED TO WATER LINE. _,...__ DAiE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF Aqua Gu i tar WATER SPLASH INC. AND IS NOT 2006. 10. 10 S-07. 1 2 TO BE REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO AEv TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 414 W060360-00-XX 2 E w ATTA HMENTA i EXHIBIT N 0 0 23 e s A" STAINLESS STEEL PIPE r .n -1-112" NIPPLE FOR SPEAKER CABLES A SPECIFICATION A SCALE 1 :20 MATERIAL: STAINLESS STEEL SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE DATE DESCRIPTION WATER SPLAH THIS DRAWING IS THE PROPERTY OF SPEAKER (B ) WATER SPLASH INC. AND IS NOT TO HE REPRODUCED BY ANY MEANS 2010.01 . 14 S-07. 13. 0 _ ~^ OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. NCH 1 12 W06040 1 -00'XX A 2 1 ATTACHMENT A EXHIBIT 36 24 WATER SPLASH INC i$ Te1 : 1 -800 936-3430 s WWW.WATERSPLASH NET.COM -- - — -- I I — t b co 8 j B STRUCIURL SEE NOTE 4- SEE NOTE 5 SEE DETAIL A 1-112" NPT THREADED COUPLING (NOT SUPPLIED) CON(- LTE SURFACE WATER LINE w, (NOT SUPPLIED) OMPACTED GRANULLAR fV DETAIL A 314" ANCHOR BOLTS SCALE 1 :5 SEE NOTE 2 CONCRFTF BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST A LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314' NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOII(ED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF SPEAKER (B ) WATER SPLASH INC. AND IS NOT 2po7.o3,06 S-07. 13, 01 TO BE REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH W060401 -00-XX A ATTACHMENT A EXHIBIT C WATER SPLASH INC. www.waters lashnet.com �'. (800)936-3430 S-05.03 Circular Shower ' yb Y STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. .HARDWARE Assembly process uses non corrosive stainless hardware exclusively to avoid any corrosion related problems. ANCHORING SYSTEM Aqua Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for details. k (800)936-3430 ATT CHMENTA EXHIBIT / (40) \ 1 1 8 J I I SCALE 1 :20 6 I •a j Water Splash INC . \ WWW.WATERSSPLASINET..C.OM VO 120 SPRAY ZONE NPT NIPPLE SEE NOTE 2- SEE NOTE 4 SPECIFICATIONS: IOW CONSUMPTION OPTION MATERIAL: STAINLESS STEEL ! BRASS NOZZLE CONCRETE BASE NOZZLE: TWELVE 1 - 1 121 NOZZLE WITH PATTERN SEE NOTE 3 BELOW GROUND I NSTALLAT I ON DETAILS WATER PRESSURE: 4-8 psi NOTES: WATER CONSUMPTION: 10 -12 gpm I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. A 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 40" MIN X 40" MIN X 15" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNECTED TO WATER LINE DATE DESCRIPTION WATER SPLASH THIS DRAWIN6 IS THANDROSERTY OF CIRCULAR SHOWER INSTALLATION NOT TO BE REPRODUCED BY ANY MEANS 2007, 10, 10 LS-05-031 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH I / I W060086-00-00-D( 5 A 2 L ATTACHMENT A EXHIBIT C WATER SPLASH INC. www.watersplashnet.com ~ (800)936-3430 5-05.10 JUMPING JET ,AAiyr,l �{y;�(� 1 X13 H!d� � :1 '?��1hy V'" 1�7"l{��'.L•' �r k FUNCTION The Jumping Jet shoots out streams of water at regular intervals that jump through the air. STRUCTURE The structure is to be constructed with 304L/316 grade stainless steel tubing.Tubing also includes stainless steel housing for spray nozzles. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems.All assembly related hardware to be supplied by Water Splash Inc. ANCHORING SYSTEM Aqua Splash shall supply easy installation templates and anchor bolts/hardware set. (800)936-3430 ATTA HM ENT A EXHIBIT Water Splash INC. Tel : 1 -800-312-3726 WWW.WATERPSLASHNET.COM 036 .�I. SRAM ZONE r' �• ' iy IN l' CONCRETE BASE SEE NOTE 2 —3/4" NPT NIPPLE SEE NOTE 3 SEE NOTE 4 i SPECIFICATIONS: .n i i tv 1 MATERIAL; STAINLESS STEEL / BRASS NOZZLE I WATER PRESSURE: 4-8 psi WATER CONSUMPTION: 3-4 gpm NOTES: SCALE 1 : 10 A I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 15" MIN X 12" MIN X 8" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNECTED TO WATER LINE. DATE DESCRIPTION WATER SPLASH WATER SPLASH INC.. AND PROPERTY OF JUMPING JET TO RE REPRODUCED BY ANY MEANS 2006. 10. 10 S-05- 10 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV -EgTO 1� CONSENTROFWWATIERTSPtASH�INCCIT INCH 1 / I W460085-00-00-D15 2 i ATTACHMENTA EXHIBIT C P WATER SPLASH INC. ' www.aguasplashnet.com (800)936-3430 S-97.06.01.03 Aqua Dome—Tot Set sIa III +�i 4 STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. The design eliminates all pinch points and sharp edges. SET Set of Aqua Dome—Tot,includes three units of S-97.06.01 Aqua Dome—Tot play unit. DOME SHAPE Dome shape is made of chlorine,impact and UV resistance colored transparent engineered polymer. HARDWARE Assembly process to use non-corrosive stainless hardware exclusively to avoid corrosion related problems. TOE GUARD Toe guard is made of UV and chlorine non-corrosive fiberglass material or polymer. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolt& ardware set.All hardware and anchor bolts are stainless steel.Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S-40.01 removable in-ground anchorage. (800)936-3430 ATTACHMENT A EXHIBIT C m 6 g x X a (f} a Li. ~ h- w o tv tD q W-CO N Q O = C7 /,-/•, ••IN, N V O CZ) c7l) w U / 4 a q W S `•\ N ♦ V N f ♦♦♦ �'` N x: O c I t It X � % X 0� x a 1 / % � � N • ; j S H W W a hw wz Ot-C32 rn� mc[r-.COd- —.� gs4Jh x �, �- ••� % iO SOWS-tn- C]�SNG W '.\ SdU.2WW1O�4 F-.a cn4�C 7EW4--hd E E <C? m rz= o d 2 W l♦1 ° W 3 1 c W 4 m 6 i ATTACHMENT A EXHIBIT C XW g � X x a 1 c� '^ N •'. IN r'n LU ME rn O w t M o ca o _ ryl N W C7 Q d �`- � x a H O c4 N ` a- 4. C) W O n A X z c.. v >< ap w =L w d �• I-- (}- 1 V ,t n I— w / cn x 1-,_a c-> n O n' C� N \ ozz v W c� " z v <t z "� ,' Z z N ::D I z = O� Lo LL Z3~ uj La' W W x cn C=J s u C'.t. •�C Q Q � wJC.7J x Q W Z L—a<f VJ to ug C. tea^ 4wF-- v>r� on¢�CObs R W f•--pN ..4 Sa:G Vh WWZ.T_ 3 Qa-aoc 2W fhW}.—d t-- .� WV>—O(n—F^wim V>[L4 OC2Y0_iC —O�od 4or O O � �W yr h � A L fV d ¢ A x ar w fS .J W d O N 1 (£I II r t c 4 ATTAf HMENT A EXHIBIT C Water Splash Inc . Tel : 1 -800-936-3430 9 WWW,WATERSPLASHNFT.COM TC2N B � 24 SEE NOTE 5 STRUCTURE- SCALE 9:200 SEE NOTE 4 1-1/2" THREADED COUPLING (NOT SUPPLIED) CONCRETE SURFACE WATER LINE (NOT SUPPLIED) SEE DETAIL A- -COMPACT GRANULATED ti ETAIL A SCALE 1 :4 24 3/4" ANCHOR BOLTS SEE. NOTE 2 SECTION A-A ONCRETE BASE NOTES: SFF NOTE 3 I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. A 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) A WITHIN CONCRETE BASE. 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION THIS IS THE WATER SPLASH WATER DRAWING INC. ANDROISENOT OF TO BE REPRODUCED BY ANY MEANS 2007.02.05 _ OR USED TO FURNISH INFORMATION UNIT SHEET DRANING AO HEY TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 3/3 W060327-02`XX A 2 I ATTACHMENT A EXHIBIT C A WATER SPLASH INC. www.watersplashnet.com 5-99.01—BELL SHOWER STRUCTURE The structure is to be constructed with 304L/316 grade stainless steel tubing.The design completely eliminates any possible pinch,points and sharp edges. Tubing also includes stainless steel housing for spray nozzles. WATER SPLASH SPRAY DESIGN Specially designed CNC machined brass `spraying effect' sub-assembly is to be mounted on top of the structure. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. All assembly related hardware to be supplied by Water Splash Inc. PAINTING F The structure is to be supplied finished with high-quality weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set.Please see attached technical diagrams for more details. ATTACHMENT A EXHIBIT C 0 2 i m NFIG 9 6 i , I , 1 ' A' STAINLESS STEEL PIP F v� v b I ,a 1 1.5' NIPPLE _ I M � I 1 SCALE 3:50 A A DRAIN UT CA NO MATERIAL 0.6 HE THIS DRAWI16 IS THE SEE BOM WATER SPLASH EDITED DT PROPERTY OF HATER %XSXXX xxxx D,G. HE SPLASH INC. A OVAL REPRODUCED DT ANY UNIT DATE D[stRlPrlan BELL SHOWER ERG MEANS OR USER TO FURRISN INFORMATION 1 NCH 2007.1 1.25 PRDD TO OTHERS WITHOOT EMYIRONMENT SURFACE SHEFT SCALE IDOCUMENT $111 AW(NG NO REY THE EXPLICI( CONSENT PRO E FINISH pin OF RATER SPLASII INC. WILDFIRE 2.0 I!I 9:260 D10 C ? I ATTACHMENT A EXHIBIT C 2 1 WAter SplaSh Inc (24) Tel . 1 -800-936-3430 ( il'a) - WWW.WATERSPLASHNET.COM (9) i — I i 1 B SEE NOTE 4 Removable Anchafing I" NPT THREADED COUPLING— (NOT SUPPLIED) --SLL NOTE 5 CONDUIT LINE (NOT SUPPLIED)_ SEE NOTE 6 -SEE DETAIL A y ONCRETE SURFACE do OMPACTED GRANULLAR DETAIL A �j SEE NONCHOR BOLTS SCALE 1 :5 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE' PROVIDED SHALL BE USED, 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A A 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 24" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOMED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. 6- SHALL BE WIRED TO CONTROLLER DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THANDROPERTY OF BELL SHOWER TO BE REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION uNIT SHEET 11,111111 10 REV TO OIHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 2/2 B 7 1 ATTACHMENT A EXHIBIT C 1. WATER SPLASH INC. www.watersplashnet.com (800)936-3430 b. 5-05.05 AQUA TUNNEL r. C=� STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing. SPRAY NOZZLES Nozzles are CNC machined from non-corrosive brass material and are recessed to eliminate any possible pinch points. HARDWARE Assembly process uses non corrosive stainless hardware exclusively to avoid any corrosion related problems. ANCHORING SYSTEM Water Splash Inc.shall supply easy installation templates and anchor bolts/hardware set. (800)936-3430 ATT HMENTA EXHIBIT (70) 1 I � M I NNCRFTE. BASE I I SEE NOTE 3 1- 1 12" NPT NIPPLE i rn j SEE NOTE 4 I � I SCALE 2 I _.._ .._..SE.�N.o�E..2::_. .._.._..._.. Water Splash 111C . 9fi Tel : 1 -800-936-3430 WWW.WATERSPLASHNET.COM I SPECIFICATIONS: TTEF MATERIAL: STAINLESS STEEL / BRASS NOZZLE O ' T _ r....._ ..,,,_. _..J WATER PRESSURE: 4-8 ps i BELOW GROUND 'WATER CONSUMPTION: 32-48 gpm NOTES: INSTALLATION DETAILS I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND A HARDWARE PROVIDED SHALL BE USED. A 2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOW. 3- CONCRETE BASE SHALL BE 70" MIN X 13.5" MIN X 15" MIN IN SIZE AND BELOW LOCAL FROST LEVEL OR LOCAL CODE. 4- SHALL BE CONNECTED TO WATER LINE. DATE DESCRIPTIDN �- WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA TUNNEL WATER SPLASH INC. AND IS NOT 2007.03.03 S-05-05 TO BE REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING k0 REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH I ( I W060084-00-00-D15 n 2 I ATTACHMENT A EXHIBIT C WATER SPLASH INC. www.watersi2lashnet.com (800)936-3430 S-03.03 AQUA LOOP SET v ; STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing without any pinch point and sharp edges.Tubing is to include stainless steel housing for spray nozzles. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please,see,attached technical diagrams for more details. (800)936-3430 ATT CHMENTA EXHIBIT C N 4Y � d 9 N °- • r N v — N 144 SPRAY ZONE 0 cli A SPECIFICATIONS: A MATERIAL: STAINLESS STEEL SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE WATER PRESSURE: 8- 14 psi WATER CONSUMPTION: 10-14 gpm DATE DESCRIPTION WATER SPLASH THIS DRAWING INCTHANDROPERTY OF AQUA LOOP INSTALLATION WATER TO BE REPRODUCED BY ANY MEANS 2007_03. 10 5-03-03 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 1112 W060045 00-XX-D15 B 2 ATT CHMENT A EXHIBIT C Water Splash INC. Tel : 1 -800-936-3430 WWW.WAI'ERSPLASHNET.COM (24) SEE NOTE 5 04 1 kL WATER LINE 1- 1/2" NPT THREADED COUPLING (NOT SUPPLIED) (NOT SUPPLIED) SEE DETAIL A SEE NOTE 4 ONCRETE SURFACE STRUCTURE � ry O N COMPACTED GRANULLAR DFTA I I_ A SCALE 1 :5 to --3/4" ANCHOR BOLTS SEE NOTE 2 ONCRLIE: RASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. A 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST A LEVEL OR LOCAL CODE 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION +' WATER SPLASH WATERDSPLASH INC. ANDROISENOT OF AQUA LOOP INSTALLATION TO BE REPRODUCED BY ANY MEANS 2007,03, 10 S'03'03 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 212 W060045-00-XX-DI5 B 2 1 ATTACHMENT A EXHIBIT C 1 p WATER SPLASH INC. www.watersnlashnet.com (900)936-3430 S-01.32 MISTY CURVES APT!Y rJ �n 't♦ y 3 '+q„^o STRUCTURE The structure is constructed with 304L/316 grade stainless steel tubing without any pinch point and sharp edges. Tubing is to include stainless steel housing for spray nozzles. OPTIONAL ACTIVATOR INTEGRATION Aqua Curves can host a mechanical or a proximity activator as per customer requirements. NOZZLES All nozzles are CNC machined from high quality brass and sit recessed in the stainless steel housings to avoid any pinch points. The product can house up to sixteen(16)spray nozzles that produce a fine misting effect. HARDWARE Assembly process to use non corrosive stainless hardware exclusively to avoid corrosion related problems. PAINTING The structure is to be supplied finished with weather resistant,UV protective powder coated paint.The top shall be graphic painted to reflect the"Caterpillar"theme. ANCHORING SYSTEM Water Splash shall supply easy installation templates and anchor bolts/hardware set. Please see attached technical diagrams for more details. REMOVABLE ANCHORAGE Product is suitable for use with S-40.01 removable in-ground anchorage. (800)936-3430 ATTACHMENT A EXHIBIT C r „o I t o r 00 B SCALE 3: 100 N N M _ N W —4" STAINLESS STEEL PIPE. Z 0 N M L! (0 4.5) PI H-103 SPECIFICATIONS: MATERIAL: STAINLESS STEEL A SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE WATER PRESSURE: 8-14 psi WATER CONSUMPTION: 20-30 gpm SCALE 1 :25 DATE DESCRIPTION WATER SPLASH THIS DRAWING IS THE PROPERTY OF MISTY CURVES WATER SPLASH INC. AND IS NOT USED 2008.04. 10 S-01 . 32 _ TO REPRODUCED BY ANY MEANS OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 112 W060293-00-XX A 2 1 ATTACHMENT A EXHIBIT C I (24) WATER SPLASH INC 412) Tel1 -800 936-3430 (9) WWW.WATERSPLASHNET.COM I -- ' • — i — —°I AliI I a I B STRUCTURE SEE NOTE 4 SEE NOTE 5 SEE DETAIL A -1- 112" NPT THREADED COUPLING (NOT SUPPLIED) s .v CONCRETE SURFACE WATER LINE ^ (NOT SUPPLIED) •" COMPACTED GRANULLAR DETAIL A SCALE 1 :5 lil ,•,�, , _..If/tl SEE NOTEH2 BOLTS CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I - MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE. 3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST A LEVEL OR LOCAL CODE 4- STRUC URE SHALL BE ASSEMBLED TO CONCRETE BASF WITH 3/4" NUTS AND WASHERS, 5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. DATE DESCRIPTION Y� WATER SPLASH THIS DRAWING IS THE PROPERTY OF MISTY CURVES WATER SPLASH INC. AND IS NOT TO BE REPRODUCED BY ANY MEANS 2007,03.06 S-01 . 32 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO NE4 TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH 2/2 W060293-00-XX A 2 ATTACHMENTA EXHIBIT C I , WATER SPLASH INC. www.watersplashnet.com (800)936-3430 S-15.xx Water Splash Controller—Eco Conserver 3 Nema 4X Rated Control Box Enclosure Colour Touch-Screen User Interface(UI) l cUL Certified Design Programmable Logic Controller:sets user time j and frequency;activates system using activator i sensor.Controls solenoids I valves. Reduces Water Consumption Drastically: coupled with the Water Splash Inc."Low Consumption Kit"reduces water usage by up to 75%. UPGRADE:Ready to control water recirculation equipment(pumps and chemical controller) (800)936-3430 ATTACHMENT A EXHIBIT C p WATER SPLASH INC. www.watersplashnet.com (800)936-3430 ECO CONSERVER Fully Programmable Electronic Control Panel with Colour Touch Screen Interface. Specifications &Features: -cUL Certified. -Nema 4X Heavy-Duty Fiberglass Box. -Panasonic Multi Output Programmable Logic Controller(PLC) -Large Nema 4X Panasonic Programmable Touch Screen Colour Interface. -Operates on 120 VAC -Total Power Requirement= 10 A -Optional Integration and Control of Lightning Prevention System -Controls up to : 4 to 26 individual solenoid valves can be controlled -Fully Controls the Water Re-Circulation and Filtration System when present. -Allows Seamless Integration of the Re-Circulation System in Case of Upgrade from a Drain-away Splash Park System. -Allows Optional Remote Control Through Secured Internet Connection. -Factory programmed as per User Specification with Easy User Interface to Change Setting, Sequences etc. (800)936-3430 ATTACHMENT A EXHIBIT C r.. WATER SPLASH INC. www.watersplgshneY.com (800)936-3430 i S-20.01 ACTIVATOR-SENSOR(with optional push-button activation) F t (S-20.01 Activator Sensor) (S-20.03 Foot Activator) OUTER STRUCTURE The outer casing is constructed with 304IJ316 grade stainless steel tubing. TOUCH PAD The activator-sensor is equipped with UV resistant,HDPE touch pad for kids to activate spray products. HARDWARE Assembly uses non corrosive stainless hardware. PAINTING The outer structure is electro-powder coated with weather resistant,UV protective powder paint. ANCHORING SYSTEM Easy installation templates and anchor bolts/hardware set are supplied with the product. MECHANISM The activator-sensor works with a Capacititive Proximity Switch(CPS)with adjustable sensitivity that activates the control system by sensing human touch and releasing an electric discharge commanding the programmable logic Controller to commence operations for a pre-configured sequence and period of time.The CPS is a 24 Volts DC capacitor.The activator sensor is also available with the push-button option. (800)936-3430 ATTACHMENT EXHIBIT C 2 i 0 0 WIRING CHART: .._ Black-24 VDC return to PLC Brown-24 VCD power source Blue-24 VDC neutral 0 e 0 rle e SEE NOTE I .4 � o ¢ SPECIFICATIONS: MATERIAL: STAINLESS STEEL A SURFACE FINISH: POWDER PAINT A NOTES: I- WIRE COMING FROM CONTROLLER SHALL BE CONNECTED TO SWITCH. DATE DESCRIPTION `HATER SPLASH WATERDSPLASH INC. ANDROISENOT OF ACTIVATOR SENSOR INSTALLATION TO BE REPRODUCED BY ANY MEANS S-20-01 OR USED TO FURNISH INFORMATION UNIT SHEET JORAWING NO REY 1C � TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. INCH { I2 W060053-00-XX-D 15 B T I ATTACHMENT A EXHIBIT C 2 1 1 WAter Splash Inc (24) Tel , 1 -800 -936-3430 t11 8l WkVW. WATERSPLASHNET.COM t g I 8 1._..._.-.._.._...__....._..._..I SEE NOTE 4 STRUCTURE I" NPT THREADED COUPLING (NOT SUPPLIED) --SEE NOTF 5 CONDUIT LINE (NOT SUPPLIED) SEF NOTE 6 SEE DETAIL A z y - w g n, ONCRETE SURFACE Q COMPACTED GRANULLAR DETAIL A SEE NOTE ANCHOR BOLTS SCALE 1 :5 CONCRETE BASE SEE NOTE 3 BELOW GROUND INSTALLATION DETAILS NOTES: I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE' PROVIDED SHALL BE USED. 2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER) WITHIN CONCRETE BASE, A 3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 24" MIN IN SIZE AND BELOW LOCAL FROST A LEVEL OR LOCAL CODE, 4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4° NUTS AND WASHERS. 5- GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT. 6- SHALL BE WIRED TO CONTROLLER DATE DESCRIPTION NATERSPLASH THIS DSPLASH IS THANDROPERTY OF ACTIVATOR SENSOR INSTALLATION TO BE REPRODUCED BY ANY MEANS S-20 01 OR USED TO FURNISH INFORMATION UNIT SHEET DRAWING NO REV y TO OTHERS WITHOUT THE EXPLICIT CONSENT OF WATER SPLASH INC. I NCH 212 W060053 00-XX-D 15 B ? i ATTACHMENT A EXHIBIT C 1 P� • Water Distribution System Manifold/Mounted-10 Output System shall include: Stainless steel manifold and valve assembly Stainless steel manifold and valve assembly It shall include a pre-assembled manifold,solenoid valve and ball valve for each water outlet. Manifold shall be made of 3"stainless steel tubing and it shall have a 1 %Z"connection for each water play products.It shall be fully welded,water tight at pressure testing level of 180 psi. Solenoid Valves shall be installed each outlet of stainless steel manifold. System shall have one solenoid valve for each water line.Valves shall be made of PVC weather proof durable body which works with 24 VAC.Each valve shall be pre-wired. One Ball valve shall be installed each outlet of stainless steel manifold for drainage purposes and flow adjustment purposes for water play products.It shall be made of durable PVC material.Ball valves shall meet the requirements ofASTM D-1784. WATER SPLASH INC. (800)936-3430 www.watersplashnet.com ATTACH ENT A EXHIBIT C CA a Lij J — F- � z J LL. ky Q Cl cn w m o cn w -- — a �' o OU2 J U = w Ul O '~ " dam � V m z c N m e ri V 2 a p w — a Op of �� N _ 3 U N U W 3- m � 0 wcz r O� Q F Wz �7 g QZ}—U�LL10 p LU w O 1yy11((JJ N & U IL .— .LZZO i t--CL z� �LLOF- 8 IL z .9 UJ4-1' in a a � m N z 3 4 CIA W 3 = + o U z w O Cap)- F z z z 0 co