HomeMy WebLinkAbout2011-146
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RESOLUTION NO. 2011-146
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 PRI0-04.
WHEREAS, California Commercial Pools is the lowest and best bidder 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 San Bernardino Municipal Code
Section 3.04.070 (t) and Splash Pads RFP dated April 25, 2011; and
WHEREAS, the term of the Agreement shall be from July I. 201] through June 30.
2012.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION l. The City Manager of the City of San Bernardino is hereby authorized to
execute on behalf of said City an Agreement between the City of San Bernardino and Calilornia
Commercial Pools, a copy of which is attached hereto, marked as Exhibit "A", and incorporated
herein by this reference as fully as though set forth at length.
SECTION 2. That pursuant to this determination the Director of Finance or her
designee is hereby authorized to issue a purchase order to California Commercial Pools in the
amount of$416,841; and reallocate $70.000 from CIP PR04-]] to PRIO-OI toward this total.
SECTION 3. The authorization to execute the above referenced Purchase Order and
Agreement is rescinded if it is not executed by both parties within ninety (90) days of the
passage of this resolution.
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2011-146
RESOLUTION NO. 2011-146
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 PRI0-04.
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and
joint
Common Council of the City of San Bernardino at aregular meeting thereof, held on the 20th
day of
June
, 20 I I, by the following vote, to wit:
Council Members:
AYES
NAYS
ABSTAIN
ABSENT
MARQUEZ
x
VACANT
BRINKER
x
SHORETT
x
KELLEY
x
JOHNSON
x
McCAMMACK
x
.c4'~ i;:) . t1~
Ra~el Clark, City Clerk
The foregoing resolution is hereby approved this ;~.J)J...day of June , 20 I I.
~c:~
~ J. Morris, Mayor
City of San Bernardino
Approved as to Form:
2011-146
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
20] I, 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, 20] I; 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 $4] 6,841, for the construction of three
2011-146
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 J, 201 I 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
2011-146
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$I,OOO,OOO.OO 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
2011-146
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
2011-146
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
2011-146
EXHIBIT A
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 ofthe 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
,20] I
CITY OF SAN BERNARDINO
By:
Charles McNeely, City Manager
Approved as to Form:
James F. Penman, City Attorney
By:
6
2011-146
VENDOR SERVICE AGREEMENT BETWEEN
THE CITY OF SAN BERNARDINO AND
CALIFORNIA COMMERCIAL POOLS
This Vendor Service Agreement is entered into this 20th day of June
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.
F or 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
2011-146
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, 20l2.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
2011-146
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
2011-146
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
2011-146
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
provIslOns.
5
2011-146
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.
Dated1~)JI ,2011
{
California Commercial Pools
Dated (Q/~~, 2011
By:
6
2011-146
EXHIBIT B
~[ALIFDRNIA
~ CC)I1HHC".CIC)1 ~:)C)C)Ir--"
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.
Hour Wage Rate
$ 114,000.00
$ 124,000.00
$ 282,000.00
$ 48.00
TOTAL BID for Tom Minor Park Splash Pad
TOTAL BID for Delmann Heights Park Splash Pad
TOTAL BID for Anne Shirrell Park Splash Pad
Bond is included in the pricing above.
Please feel free to call me with any questions you may have.
Best regards,
()B'(S
Jason B. Jackson
2255 E Auto Centre Drive. Glendora. CA 91740 Phone 909.394.1280 Fax 909.394.4579 CA LlC 415172
2011-146
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 "8" 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 w~h 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 constnuction 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
6/13/2011
2011-146
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 matenal removal and abatement
We have allowed for regular work hours no overtime or weekend work
3
6/13/2011
2011-146
EXHIBIT B
~CALIFORNIA
~ commercial pools
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 "8" 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
2255 E Auto Centre Drive, Glendora, CA 91740 Phone 909.394.1280 Fax 909.394.4579 CA L1C 415172
2011-146
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
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 It 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 It 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
2011-146
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
5/18/2011
EXHIBIT B
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2011-146
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2011-146
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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
EXHIIBIT C
2011-146
EXHIIBIT 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.
II. BACKGROUND
Description and location: See "A TT ACHMENT "A" and A TT ACHMENT "B".
III. SCOPE OF SERVICES
A. DESIGN PHASE
I. 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 prepare 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 I 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, 20 II
Edition, City of San Bernardino Standard Drawings, policies and procedures.
Page 2 of 23
2011-146
EXHIIBtT C
h) The plans and specifications shall be signed and sealed by a civil engmeer
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] 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 (1) 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, 20 II Edition. The contract bonds, including Payment Bond
(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.
Department of Treasury Circular 570 and is authorized to issue bonds in California
Page 3 of 23
2011-146
EXHIIBIT 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, 20 II
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 CITY'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 np to the hour of 4:00 P,M,
on Wednesdav. Mav 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
2011-146
EXHIIBIT C
3. Include a time line 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.
II. 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 payor 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
2011-146
EXHIIBIT 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. 11). 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 (I) 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 I 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, incl uding submittal of required
documents, within 60 days of approval by the Mayor and Common Council will
void the approval.
Page 6 of 23
2011-146
EXHIIBIT 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
bye-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 pdf)
Delmann Heights Park (separate 16 sheet pdfJ
Anne Shirrells Park (separate 51 sheet pdf)
Liability/Insurance Requirements
Draft Copy of Agreement for Professional Services
Page 7 of 23
2011-146
EXHIIBIT C
ATTACHMENT "A"
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Page 8 of 23
2011-146
EXHIIBIT C
ATTACHMENT "A"
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Page 9 of 23
2011-146
EXHIIBIT C
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Page 10 of23
2011-146
EXHIIBIT C
ATTACHMENT "B"
Splash Pad Facilities at Three City Parks
TOM MINOR PARK
SPLASH PAD CONFIGURATION
( See Attached 15 Sheet pdf)
Page 11 of23
2011-146
EXHIIBIT C
ATTACHMENT "B"
Splash Pad FllCilities at Three City Parks
DELMANN HEIGHTS PARK
SPLASH PAD CONFIGURATION
( See Attached 16 Sheet pdf)
Page 12 of23
2011-146
EXHIIBIT C
ATTACHMENT "B"
Splash Pad Facilities at Three City Parks
ANNE SHIRRELLS PARK
SPLASH PAD CONFIGURA nON
(See Attached 51 Sheet pdfJ
Page 13 of23
2011-146
EXHIIBIT 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 ($ I ,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 Califomia.
(d) Professional errors and omissions CE&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 ofthe 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 of23
2011-146
EXHIIBIT 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 ,201 I
("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
I. I. 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 of23
2011-146
EXHIIBIT C
1.3, Warranty, 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.
lA, 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, Duty of Loyalty/Contlict 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 contlict of interest laws,
Government Code Section 87100 et seq" and Title 2, California Code of Regulations Section 18700 et
seq,
1,8, I 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 of23
2011-146
EXHIIBIT 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 Delavs. 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 ofa 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
2011-146
EXHIIBIT C
4.3. Compensation. In the event of tennination, City shall pay Consultant for reasonable
costs incurred and professional services satisfactorily perfonned up to and including the date of City's
written notice oftennination. Compensation for work in progress shall be prorated as to the percentage of
work completed as of the effective date of tennination in accordance with the fees set forth herein. In
ascertaining the professional services actually rendered hereunder up to the effective date of tennination
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 tennination of this Agreement, all documents prepared by
Consultant in its perfonnance 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 fonn 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.
(I) 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 CE&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 tenninate, 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 of23
2011-146
EXHIIBIT 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. I. 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. Proiect 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 ifsuch 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: 909-384-5030
Fax: 909-384-5160
Tel:
Fax:
Page] 901'23
2011-146
EXHIIBIT C
6.5. Attornevs' 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.] 0 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
2011-146
EXHIIBIT 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 Emplovment. 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.
6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation and
negotiation of this Agreement and in the performance of its obligations hereunder except as expressly
provided herein.
6.16. No Third Party Beneficiarv 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.] 8. 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 2] of23
2011-146
EXHIIBIT 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 perfonnance 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 detennined by a court of competent
jurisdiction to be unenforceable in any circumstance, such determination shall not affect the validity or
enforceability of the remaining tenns 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 Authoritv. 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 perfonnance under this Agreement whether in torts or in contracts or in
law or in equity.
III
III
Page 22 of 23
2011-146
EXHIIBIT C
AGREEMENT FOR SERVICES WITH FOR DESIGN AND INST ALLA nON 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,
A Municipal Corporation
CONSULTANT
By
Charles E. McNeely, City Manager
Signature
Name and Title
Approved as to form:
James F. Penman,
City Attorney
By
Page 23 of 23
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WATER SPLASH
www.wa~la.hnet.com
(800) 936-3430
S-03.08 Frog Loop
STRUCfURE
The structure is constructed with 304U3l6 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.
GRAPIDCS
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 sel
Please see attached technical diagrams for more details.
(800) 936-3430
2011-146
ATTACHMENT A
B
~..
EXHIBIT C
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SPECIFICATIONS:
~ATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE
WATER PRESSURE: 8-14 psi
WATER CONSU~PTION: 10-14 gpm
A
WATER SPLASH
THIS DRAWING IS THE PROPERTY OF
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED Bl ANY MEANS
OR USED TO FURNISH 'NFORNATION
TO OTHERS WITHOUT THE liP' I C IT
CONSENT OF WATER SPLASH INC.
-@-E}
2
A
DATE
DESCRIPTION
AQUA fROG INSTAllATION
[5-03-08]
SHEET DRAwING NO
REV
2001.03.06
UNIT
INCH
1/2 W060047-0Q-XX-DI5
I
C
2011-146
ATTA HMENT A
EXHIBIT C
Woler Splash Inc
TEL: 1-800-936-3430
WWW.WATERSPlASHNET.COM
(24 )
SEE NOTE 5
,-.-..-..-.-
I
i
...
6
6
WATER LINE
(NOT SUPPLIED)
-I" NPT rHREADED COUPLING
(NOT SUPPLIED)
DETAIL A
SCALE 1:5
SEE DETAIL A
CONCRETE SURFACE
-STRUCTURl
:: U> w.""l
:0: N
'"
'"
~
N
3/4' ANCHOR BOLTS
SEE NOTE 2
-CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAILS
A
NorES:
1- 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
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.
A
WA'TERSPLASH THIS DRAWING IS THE PROPERTY OF
1"\ WATER SPLASH I Ne. AND I S NOT
TO BE REPRODUCED BY ANY MEANS
OR USED TO fURNISH INfORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC.
2007 03.06
OESi:RIPTION
AQUA FROG INSTAllATION
[S-03-08]
DATE
-@-E}
UNIT
SHEET DRAWING NO
REV
INCH
212 W06004/-00 XX-DIS
I
C
2
~
S-61.32 MISTY CURVES
2011-146
ATTACHMENT A
EXHIBIT C
WATER SPLASH INC.
YJWW,wate1"&plRRhnet.com
(800) 936.3430
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.
OPTIONAL ACTIVATOR INTEGRATION
Aqua Curves can host a mechanical or a ptoximity activator as per customer
requirements.
N07.7.T.F$
All nozzles are CNC TIIlWhined 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 "CaterpiUar" theme.
ANCHORING SYSTEM
Water Splash shall supply easy installation templates and anchor boltslhardware set
Please see attached technical diagrams for more dctai1s.
REMOVABLE ANCHORAGE
Product is suitable for use with S-40.o1 removable in-ground anchorage.
(800) 936-3430
2011-146
ATTA HMENT A
EXHIBIT C
.
><
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B
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B
SCALE 3: 100
,..
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=
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4' STAINLESS STEEL PIPE
~
-
U104.51
PITCH=103
^
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE F1NIS~: POWDER PAINT OR POLISHED SURFACE
WATER PRESSURE: 8-14 p,j
WATER CONSUMPTION: 20-30 gpm
^
SCALE 1:25
DATE DESCRIPTION
WATER SPLASH THIS DRAWIHG IS THE PROPERlY OF M I STY CURVES
WATER SPLASH INe. AND IS NOT
TO BE REPRODUCED BY ANY ME~NS 2008.04.10 S-01.32
-@J-E} OR USED TO FURNISH INFORM~TION UNIT SH[E'l" DRAIING HO REV
10 OTHERS WITHOUT THE EX~L1CIT
CONSENT OF WATER SPl~SH INC. INCH 1/2 W0602~3-00-XX A
2 I
2011-146
.
AHA HMENT A
EXHIBIT C
-;;; D'-
V' . c;n .
-- i
- -
I
"-'-"1
I
I
WATER SPLASH INC
Tel: 1-800 936-3430
WWW.WATERSPlASHNET.COM
B
I
I
, i
L.._.._.._.._.._.._.._..
B
SEE DETAIL
SEE NOTE 5
1-1/2" NPT THREADED COUPLING
(NOT SUPPLIED)
CONCRETE SURfACE
...
'"
ATER LINE
INOT SUPPLIED)
-COMPACTED GRANULLAR
DETAI L A
SCALE I : 5
BELOW GROUND
INSTAllATION DETAilS
A
NOTES:
1- MANUEACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE
PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE.
2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN ISUPPLIED BY MANUFACTURER)
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.
A
OAT[ OEseR I PTlON
WATER SPLASH THIS DRAWING IS THE PROPERTY Of MIS TY CURVES
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY NEANS 2007.03.06 S -0 I .32
-@)-EJ OR USED TO FURNISH INFORNATION UNIT SHm ~RAWING NO REV
TO OTHERS WITHOUT THe EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 2/2 W060293-00-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~t>.~'..
~. .
.
WATER SPLASH INC.
www.waterspt>..hnet.com
(800) 936-3430
S-05.06-01 AQUA GEYSER
,
~.~
STRUCTURE
The structure is constructed with 304U316 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 boltslhardware set.
(800) 936-3430
2011-146
ATTACHMENT A
B
._0'-"-"-"-"-
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EXHIBIT C
ZONE
B
SCALE -1:10
SPECIFICATIONS:
LOW CONSUMPTiON OPTION
MATERIAL: STAINLESS STEEL I BRASS NOZZLE
WATER PRESSURE: 4-6 PSI
WATER CONSUMPTION: 5 - 7 GPM
ONCRETE BASE
1-1/2" NPf fHREAD NIPPLE
NOTE S :
I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
A
A
2- STRUCTURE SHALL BE FLUSH TO TOP SURfACE OR 0.25" MAX. BELOW.
3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN XIS" MIN IN SIZE AND SELOW LOCAL FROST
LEVEL OR LOCAL CODE, SCALE I: 10
4- SHALL BE CONNECTED TO WATER LINE.
DATE OESCRIPTION AD.UA GEYSER
WATER SPLASH THIS DRAWIHG IS THE PROPERTY OF
tATER SPLASH INC. AHD is NOT 5-05-06.01
TO BE REPRODUCED BY ANY NEANS 2009.06. 18
-@-E]- OR USED TO FURNISH IHfORNATION UNIT SHEET DRAWING NO
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 1/1 W060338-00-XX-DIS
2 I
REV
B
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.water!f!.lashnet.com
(800) 936-3430
8-05.01 AQUA JET
STRUCTURE
The structure is to be constructed with 304U316 grade stainless steel tubing. Tubing also
includes stainless steel housing for sPmy nozzles.
SPRAY NOZZLES
Nozzles are CNC machined from non-corrosive bI3Ss 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 as.'leJIlblyreIated hardware to be 811pplied by Water Splash Inc.
ANCHORING SYSTEM
Aqua Splash shall 811pp1y easy installation templates and anchor boltslhardware set.
(800) 936-3430
2011-146
<
A TT HMENT A
EXHIBIT C
Water Splash INC.
Tel: 1-800-312-3726
WWW.WATERPSLASHNET.COM
B
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CONCRETE BASE-
SEE NOTE 3
-
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<0
OMPACTED GRANUllAR
3/4" NPT NIPPLE
SEE NOTE 4
SECTION A - A
SCALE I: 10
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL I BRASS NOZZLE
WATER PRESSURE: 4-8 psi
WATER CONSUMPTION: ,-4 gpm
A
NOTES:
1- UN,ESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
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 BF CONNECTED TO WATER LINE.
A
. om DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY Of AQUA JET
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2006.10.10 S-05-01
-@)-Et OR USED TO TURNISH INfORNATION UNIT SHEET DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC. INCH III W060085-00-00-DI5
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~~'
~ .
.
WATER SPLASH INC.
www.watersnlashnet.com
(800) 936-3430
8-01.01 AQUA FLOWER
STRUCTURE
The structure is to be constructed with 304U316 grade stainless steel1nbing. Leaves can
be of stainless steel or aluminum material and are \0 be attached to the main tubing
through a secure sub-assembly.
WATER SPLASH SPRAY DESIGN
Specially designed CNe 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 \0 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 instanation templates and anchor boltslhardware set
Please see attached technical diagrams for more details.
REMOVABLE ANCHORAGE
Product is suitable for use with 8-40.01 removable in-ground llI1chorage.
2011-146
ATTA HMENT A
EXHIBIT C
....JW~.
{ 11.81
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8
8
SEE NOTE 4
SEE DETAIL
SEE NOTF 5
1- 1/2" NPT THREADED COUPLING
(NOT SUPPLIED)
CONCRETE SURF ACE
WATER LINE
(NOT SUPPLIED)
OMPACTED GRANULLAR
DET A IL A
SCALE 1:5
CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTALLATION DETAilS
A
NOTES:
I - UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PAll ERN (SUPPLIED BY MANUfACTURER)
WITHIN CONCRErE BASE.
l- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X 24" MIN IN SllE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE.
4- STRUCTURE SHALL BE ASSfMBLED TO CONCRETE BASE WITH 3/4" NUTS AND WASHERS.
5. GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT.
A
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.watersolashnet.com
(800) 936-3430
8-20.04.01 Mec.bufeaI Activator n
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 boltslhardware set are supplied with the product.
* Mechanical acllvalor II (8-20.05.01) provides water up 10 20 gpm.
(800) 936-3430
2011-146
ATTACHMENT A
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2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.watersolashnet.com
(800) 936-3430
S 03-06- AQUA ARCH
STRUCTURE
The structure is constmcted with 304U3l6 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.
AlIICHORING SYSTEM
Water Splash shall supply easy iustallation templates and anchor boltslhardware set.
Please see attached technical diagrams for more details.
REMOVABLE ANCHORAGE
Product is suitable foruse with 8-40,01 and 8-40.02 removable in-grounds anchorage.
(800) 936-343()
B
coo
A
142 SPRA.Ll0NC.
~a
I.
(62)
2011-146
ATTA HMENT A
EXHIBIT C
8
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SPECIFICATIONS:
LOW CONSUMPTION OPTION
MAiERIAL: STAINLESS STEEL - 4' DAI PIPE
NOllLE: T NOZZLES
SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE
WATER PRESSURE: 15-20 psi
WATER CONSUMPTION: 5-7 gpm
A
DATE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY OF ARCH INSTAllATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2007.03.06 S-03-06
~-E} OR USED TO FURNISH INFORMATION UNIT SHEET Off AWl N6 NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPlASH INC. INCH 1/2 W060038-00-XX-DI5 B
2 I
2011-146
AHA HMENT A
EXHIBIT C
Water Splash I n(
Tel: 1-800-936-3430
www.watersplashnet.com
(24 )
( 11.8)
19 }
8
~
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.._.._..1
SEE PAGE I FOR CENTER
TO CENTER DISTANCES
8
r
r-"-" ..
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I
.-..-j
DETAIL A
SCALE 1:5
SEE NOTE 4
SEE DETAIL A
SEE NOll 5
1-1/2' NPT THREADED COUPLING
INOT SUPPLIED) 1""'-1
r,,-..--1..-'..-..-..,
I
..-..-..-..-..-'-:
I
I
10
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-WATER LINE
I hlNOT SUPPLIED)
L.j..__.._.._.1 G2~~~fm
CONCRrrr BASE-
SEE NOTE 3
3/4" ANCfIOR BOLTS-
SEE NOTE 2
I
I
I
L.._._.._.._.
BELOW GROUND
INSTAllATION DETAilS
NOTES.
A
1- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE
PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE.
2- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PAl [ERN (SuPPLIED BY MANUFACTURER)
WITHIN CONCRETE BASE.
3 CONCRETE BASE SIZE SHAll BE ?4' MIN BY 24" MIN ~Y 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 WillE SHHL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED I'IITH NUT.
A
om DESCRIPTlrnl
WATER SPLASH THIS DRAWING IS THE PROPERTY OF ARCH INSTALLATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BT ANY MEANS 2001.03.06 S-03-06
-@-E} OR USEO 10 fURNISH INfORMATION UNIT SHEET DRAWING NO REV
TO OTHERS WllHOUT THE fXPLICIT
CONSENT Of WATER SPLASH INC. INCH 2/2 W060038-00-XX-DIS B
2 I
~.~..'
^
.
8-98.03 AQUA STILE
2011-146
ATTACHMENT A
EXHIBIT C
WATER SPLASH INC.
www.watersplsRhnet.com
(gOO) 936-3430
STRUCTURE
The structure is to be constructed with 304U316 grade stsinIess steel tubing. Leaves can
be of stsinless steel or aluminum material and are to be attached to the main tubing
througil a secure sub-assembly. This product is available both with a otraiiht and a
bP.nded nost.
WATER SPLASH SPRAY DESIGN
Specially designed CNe 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 strncture 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 boltslbardware set.
Please see attached technical diagrams for more details.
REMOVABLE ANCHORAGE
Product is suitable for use with 8-40.0 I removable in-ground anchorage.
B
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2011-146
AHA HMENT A
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EXHIBIT C
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SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER OAINT OH POLISH
WATER PRESSURE: 8-15 psi
WATER CONSUMPT I ON: 10- 15 gpm
A
SCALE I : ~O
DAlE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA STYLE
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2008.05.22 S-98.03
-@j-E} OR USED TO FURNISH INFORMATION UNlT SHEET ORAWIMG NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC. INCH 1/2 W060304'OO'XX A
2 I
I 1112" NPT NIPPLE
2011-146
.
AHA HMENT A
EXHIBIT C
~ : 0'0,-
- - '-
I
WATER SPLASH INC
Tel: I -800 936-3430
WWW.WATERSPLASHNET.COM
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SEE DETAIL
SEE NOTE 5
1-1/1" NPT THREADED COUPLING
(NOT SUPPIIFD)
CONCRE I E SURF ACE
'WATER LINE
(NOT SUPPLIED)
OMPACTED GRANULLAR
DET A I L A
SOLE 1:5
314" ANCHOR BOLTS
SEE NOTE 2
CONCRETE BASE
SEE NOIE 3
BELOW GROUND
INSTALLATION DETAILS
A
NOTES:
[- MANUFACTURERS SPECIF ICATIONS 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" '-IIN BY 24" MIN BY 24" MIN AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE
4- STRUCTURE SHALL BE ASSEMBLED TO CONCRE1E BASE WITH 3/4" NUTS AND WASHERS.
5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT.
A
om DESCRIPTION
WATER SPLASH THIS ORAWING IS THE PROPERTY or AQUA STYLE
WATER SPLASH INC. ANO IS NOT
TO BE REPROOUCED BY ANY MEANS 2001. 03. 06 5-98.03
~-E] OR USEO TO rURNISH INfORMATION UHIT SHEET ORAW I ~G NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT or WATER SPLASH INC. INCH 2/2 W060304-00-XX A
2 I
~
.
8-01.32 MISTY CURVES
2011-146
ATTACHMENT A
EXHIBIT C
WATER SPLASH INC.
wwwwatefllplAllhnet com
(800) 936-3430
STRUCTURE
The structure is constructed with 304U3l6 grade stain1ess steel tubing without any pinch
puint and sha1p edges. Tubing is to include stain1ess steel housing for spray nozzles.
OPTIONAL ACTIVATOR INTEGRATION
Aqua Curves can host a mechanical or a proximity activator.as per customer
requirements.
NOZZLl!:S
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.
PAINTlNG
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.
ANCHORlNG SYSTEM
Water Splash shall supply easy installation templates and anchor boltslhardware set.
Please see attached technical diagrams for more details.
REMOVABLE ANCHORAGE
Product is suitable for use with 8-40.01 removable in-ground anchorage.
(800) 936-3430
2011-146
.
ATTA HMENT A
EXHIBIT C
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4' STAINLESS STEEL PIPE
U 104.51
'1' I TCH=T03
A
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINI OR POLISHED SURFACE
WATER PRESSURE: 8-14 psi
WATER CONSUMPTION: 20-30 gpm
A
SCALE 1:15
DATE DESC~IPTlON
WATER SPLASH THIS DRAWING IS THE PROPERTY Of MISTY CURVES
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2008.04.10 S - 0 I .32
~-E} OR USED TO fURNISH INfORMATION UNiT SHEET DRAWING .0 REV
TO OTHERS WITHOUT THE EXPLICIT
COiSENT OF WATER SPLASH INC. INCH 1/2 I'I060293-00-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
B
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WATER SPLASH INC
Tel: I 800 936-3430
WWW.WATERSPLASHNETCOM
B
SfRUcrURE-
SEE NOTE 4
SEE DETAIL
SEE NOTE 5
1-1/2" NPT THREADED COUPLING
(NOT SUPPLIED)
CONCRETE SURF ACE
WATER LINE
(NOT SUPPLIED)
OMPACTED GRANULLAR
DErAIL ^
SCALE 1:5
3/4" ANCHOR ROLTS
SEE NOTE 2
BELOW GROUND
INSTALLATION DETAILS
A
NOIlS:
1_ MANUfACTURERS SPECIFICATIONS SHALl BE FOLLOWED AND HARDWARE
PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE.
.2 ANCHOR BOLTS SHALL BE LOCATED BY WOODFN 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
LEVEL OR LOCAL CODE
4- SfRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WITH 314" NUTS AND WASHERS.
5- GROUNDING WIRE SHAlL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED W:TH NUT.
A
DATE DESCRIPTION
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 SuO 1.32
-@-E} OR USED TO FURNISH INFORMATION UNIT SHEEr DRAWING r40 REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 2/2 V1060293-00-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.watersDlashnet.com
(800) 936-3430
S-05.06-01 AQUA GEYSER
~y .
.XATeR SPLASH
STRUCTURE
The structure is constructed with 304U316 grade stainless steel tubiog.
SPRAY NOZZLES
Nozzles are CNC machined from non-corrosive brass material and are recessed to
eliminate any possible pioch poiots.
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 boltslhardware set.
(800) 936-3430
B
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2011-146
ATTACHMENT A
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EXHIBIT C
ZONE
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SPECifiCATIONS:
LOW CONSUMPTION OPTION
MATERIAL: STAINLESS STEEL BRASS NOZZLE
WATER PRESSURE: 4-6 PSI
WATER CONSUMPTION: 5 - 7 GPM
ONCRETE BASE
I -I/Z" NPT THREAD NIPPLE
NOTES:
1_ UNLESS SPECIFIED OTHFRWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
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Z- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.Z5" MAX. BELOW.
3- CONCRETE BASE SHALL BE 24" MIN X 24" MIN X IS" MIN IN SIZE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE. SCAL [ I : 10
4- SHALL BE CONNECTED TO WATER LINE.
DATE DESeR 1 PTlON AQUA GEYSER
WATER SPLASH TH I S DRAW I NG I S THE PROPERTY OF
WATER SPLASH INC. AND IS NOT S'{)5-06.01
TO aE REPRODUCED BY ANY MEANS 2009.05.18
-@-EJ OR USED 10 FURNISH INFORMATION UNIT SHEET DRAWING NO m
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH III W060338-00-XX-DI5 B
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~...",
~
.
WATER SPLASH INC.
www.watersnlashnet.com
(800) 936-3430
8-05.01 AQUA JET
STRUCTURE
The structure is to be constructed with 304U316 grade stainless steel tubing. Tubing also
includes stainless steel housing for spmy nozzles.
SPRAY NOZZLES
Nozzles are CNC machined from non-corrosive hmss material and are recessed to
eliminate any pnssible 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 bo1tslhardware set.
(800) 936-3430
2011-146
ATTA HMENT A
EXHIBIT C
.
W(lter Splosh INC.
Tel: 1-800-312-3726
WWW.WATERPSLASHNET.COM
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SEE NOTE 4
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL / BRASS NOZZLE
WATER PRESSURE: 4-8 psi
WATER CONSUMPTION: 3-4 gpm
SECTION A-A
SCALE I: 10
NOTES:
i- UNLESS SPECIFiED OTHERWISE MANUFACTURERS SPECIFICATIONS SIIALL BE FOLLOWED AND
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.
A
A
DATE DESCRIPTION
AQUA JFT
S-05-01
WATERSPLASH THIS DRAWING IS THE PROPERTY Of
WATER SPLASH IHC. AND IS NOT
TO 8E REPRODUCED 8Y ANY MEANS
OR USEO TO fURNISH INfORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC.
-@-E]-
2006.10.10
SHEET ORAWlNG NO
REV
UNIT
INCH
III W060085-00-00-DI5
I
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2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.watersolashnet.com
(800) 936-3430
8-20.04.01 Mecluudcal Activator II
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.
(Maoifold 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 bollslhardware set are supplied with the product.
. Mechanical activator II (5-20.05.01) provides water up to 20 gpm.
(800) 936-3430
N
EXHIBIT C
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2011-146
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INC.
www.watersnlasbnet.com
(800) 936-3430
8..99,26 PIRATE SHIP PLAY SET
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)
HARDWARE
Assembly process to use non-corrosive stainless hardware exclusively to avoid corrosion
related problems.
COATING
The structure is to be supplied fmished with weather resistant, UV protective spray paint
and clear coat.
DIMENSIONS
87" x 133" x 185" (2.2Omx 3.4Omx 4.70m)
SLIDE PAD
Slide pad is a durable soft robber mat mounted on play surface. This is provided with the
slide.
2011-146
ATTACHMENT A
EXHIBIT C
~....'...
.~ "
. "
WATER SPLASH INC.
www.watersDIasbn..t.com
(800) 936.3430
8-01.82 PALM TREE
STRUCTURE
The structure is to be constructed with 304L1316 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-lI5llembly.
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 tu avoid corrosion
related problems.
PAINTING
The structure is tu be supplied fmished with weather resistant, UV protective powder
coated paint.
ANCHORING SYSTEM
Water Splash shall supply easy installation templates and anchor boltslhardware set.
Plesse see attached technical diagrams for 1I10re details.
REMOVABLE ANCHORAGE
Product is suitable for use with S-40.01 removable in-ground anchorage.
(800) 936-3430
2011-146
,
AHA HMENT A
8
N
M
'"
A
EXHIBIT C
8
lONE
SPECIFlCA110ijS,
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT
WATER PRESSURE: 8-14 ps i
WATER CONSUMPTION: 18-32 gpm
A
om OESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY or PALM TREE INSTAllATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2001.03.06 S -0 1.02
-@)-El- OR USED TO rURNISH INfORMATION UNIT SHEET DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT or WATER SPLASH INC. INCH 1/2 W060035-00-XX-DI5 B
2 I
2011-146
.
ATT HMENT A
EXHIBIT C
Water Splash Inc.
TEL: 1-888- 17 1-8949
WWW.WATERSPlASHNET.COM
I
I
: i
l.._u_u_.._u_u_u__
8
8
SEE DETAIL
SEE NOTE 5
1-1/2' NPT THREADED COUPLING
I NOT SUPPL I ED)
CONCRETE SURFACE
WATER LINE
(NOT SUPPLIED)
OMPACTED GRANULLAR
DETAIL A
SCALE I: 5
3/4" ANCHOR BOLTS
SEE NOTE 2
CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
A
NOTES:
1- 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)
WIT~IN CONCRETE BASE.
3- CONCRETE BASE SHALL BE 24" MIN X ?4' MIN X 24' MIN IN SIZE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE.
4- STRUCTURE SIIALL BE ASSEMBLED TO CONCRETE BASE WITH 3/4' NUTS AND WASHERS.
5- GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH HUT.
A
DATE DESC"IPTION
WATER SPLASH THIS DRAWING IS THE PROPERTI ar PALM TREE INSTAllATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BI ANY NEANS 200T.03.06 SOI.02
@-E} ON USED TO FUNNISH INFORNATlaN UNIT SHEET DRAllING HO REv
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 2/2 W060035-00-XX-DI5 B
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~
.}\
WATER SPLASH INC.
www.watenmlashnet.com
(800) 936-3430
8-97.08.81 FLOWER SHOWER
STRUCTURE
The stnwture is to be constructed with 304U316 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 sttucture is to be supplied finished wi1h weather resistant, UV protective powder
coated paint.
ANCHORING SYSTEM
Water Splash shall supply easy installation templates and anchor boltslhardware set.
Please see attached teclmica1 diagrams for more details.
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EXHIBIT C
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B
SCALE I: 50
SCAlF 1:40
SPECIFICATIONS,
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER OAIN! OR POLISH
WATER PRESSURE: 8-15 psi
WATER CONSU~PTION: 25.35 9pm
DETAILS FOR UNDERGROUND INSTAllATION
SEE NEXT SHEET
WATER SPLASH
THIS DRAWING IS THE PROPERTY OF
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS
OR USED TO FURNISH INFORMATION
TO OTHERS WI THOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC.
-@)-E}
2
DATE DESCRIPTlDN
2008.10.22
um
A
FLOWER SHOWER
$-91.08.01
DRAWING NO
SHErT
REi
INCH
1/2
W060329-02-XX
I
A
2011-146
ATT HMENT A
EXHIBIT C
WATER SPLASH INC
Tel: 1-800 936-3430
WWW.WATERSPlASHNET.COM
!
!
: i
1.._.._.._.._.._.._.._..
8
8
SEE DETAIL
SEE NOTE 5
1-1/2" NPT THREADED COUPLING
iNOT SUPPL I ED)
CONCRETE SURFACE
WATER LINE
i NOT SUPPLI ED)
OMPACTED GRANULLAR
DETAIL A
SCALE I: 5
3/4' ANCHOR BOLTS
SEE NOTE 2
CONCRE TE BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
A
NOTES:
1- 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
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.
A
-_.__.~..._,....,_..~.
DATE DESCRIPTI01t
WATER SPLASH THIS DRAWING IS THE PROPERTY Of FLOWER SHOWER
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCEO BY ANY MEANS 2007.03.06 S91. 08. 0 I
~-E3 OR USEO TO fURNISH INfORNATION UNIT SHEET D~AwIIlG NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT or WATER SPLASH INC. INCH 2/2 W060329-02-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH
www.watersplashnet.com
(800) 936-3430
8-97.01.01 AQUA GARDEN II
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 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 leafshapes msde QUt ofbended pipes and traD8lucent plastic part. Colored
trans1ucent llIlgineered plastic gives an elegant look to our spraying leafs. Each leaf shape
will house six water nozzle outlets.
HARDWARE
Aasembly process to use non corrosive stainless Iwdware 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 boltafbardware set.
Please see attached technical diagrams for more details.
(800) 936-3430
._.._"-"-"-"_.. /ATER SPRAY
,....-. -..........
.. ,
, .
/' '.
/ .......
: ,
/ '
, \
I '
: \
\ :
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"'.
"
2011-146
AHA HMENT A
B
,
X
;' \ ./'
.....
-"
-.'
.......-
..-..-..-..-..-"
3" STAINLESS
STEEL PIPE
, ,
II
, ,
II
, .
II
, .
II
, ,
A
. ,
EXHIBIT C
ZO~E 60 X 150
B
SP[CIFICATIO~S:
MATERIAc: STAINLESS STEEL
SURFACE FINISH,POWDER OAINT OR POLIS,
WATER PRESSURE, 8, 15 p,j
WATER CONSU~PTION: 15.10 gpm
A
NDERGROUND INSTALLATION
SEE NEXT SHEET
SCALE 3:100
DATE DESCRIPTlOll
WATER SPLASH THIS DRAWING IS THE PROPERTY Of AQUA GARDEN II
WATER SPLASH I NC. AND I S NOT
TO BE REPRODUCED BY ANY MEANS 2009.01 .28 S-91.01.01
~-Et OR USED TO fURNISH INFORMATION UNIT SHEET ORAWIItG NO REV
TO OTHERS WITHOUT THE [IPLICIT
CONSENT OF WATER SPLASH INC. INCH 1/2 W06034?-OI-XX A
2 I
2011-146
AHA HMENT A
EXHIBIT C
WATER SPLASH INC
Tel: 1-800 936-3430
WWW.WATFRSPLASHNET.COM
(24 )
( II .81
( 9)
r'-' -.. . ..-.. I ..- '-"1
: I I :
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l.._.._.._.._.._.._.._..
B
B
SEE
SEE DETAIL
"SEE NOTE 5
1-112" NPT THREADED COUPLING
(NOT SUPPL I ED)
CONCRETE SURFACE
-
...
'"
~
WATER LI NE
(NOT SUPPLIED)
Ol/PACTED GRANULLAR
DETAIL A
SCALE I: 5
314' ANCHOR BOUS
SEE NOTE 2
CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTALLATION DETAILS
A
NOTES:
1- MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND HARDWARE
PROVIDED SHALL BE USED UNLESS SPECIEIED OTHERWISE.
2. ANCHOR BOLTS SHALL BE LOCATEO BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER)
WITHIN CONCRETE BASE.
3- CONCRETE BASE SIZE SHALL BE 24" MIN BY 24" MIN BY 24" MIN AND BLLOW LOCAL FROST
I.EVEL OR LOCAL CODE
4- STRUCTURE SHALL BE ASSEMBLED TO CONCRETE BASE WI rH 314' NUrS AND WASHERS.
5- GROUNDING WIRE SHALL BE HOOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT.
A
DATE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY OF AOUA GARDEN II
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEAHS 2001.03.06 S-97.01.01
-@-E} OR USED TO FURNISH INFORMATION UN:T SHEET DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 2/2 W060347-01-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~.......'..
I> ... ,
., .~.
. .
WATER SPLASH INC.
www.watenmlAAhnet.com
(800) 936-3430
8-05.06-01 AQUA GEYSER
~a\ .
~_.
STRUCTURE
The structure is constructed with 304U316 grade stainless steel tubing.
SPRAY NOZZLES
Nozzles are CNC machlned from non-conosive brass material and are recessed to
eliminate any possible pinch points.
HARDWARE
Assembly process uses non corrosive stainless hardware exclusively to avoid any
eorrosion related problems.
ANCHORING SYSTEM
Water Splash Inc. shall supply easy installation templates and anchor boltslhardware set.
(800) 936-3430
2011-146
AHA HMENT A
8
.-,.-"- '-"-..-
.....
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/'
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I
I
I
EXHIBIT C
lONE
B
SCAL E - I : 10
SPECIFICATIONS:
LOW CONSUMPTION OPTION
MATERIAL: STAINLESS STEEL / BRASS NOZZLE
WATER PRESSURE: 4-6 PSI
WATERCONSUMPTION:5-7GPM
CONCRETE BASE
1-1/1" NPT THREAD NIPPLE
NOTES:
I- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
A
A
1- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.2S" MAX. BELOW.
3- CONCRETE BASE SHALt BE 24" MIN X 24" MIN X IS" MIN IN SIZE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE. SCALE I: 10
4- SHALL BE CONNECTED TO WATER LINE.
DATE
WATER SPLASH
THIS DRAWING IS THE PROPERTY or
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED 8f ANf MEANS
DR USED TO FURNISH INFORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC.
INCH
2009.06.18
~-E}
UNIT
2
DESCRIPlION
AQUA GEYSER
5-05-06.01
SHEEI DRAWING NO
REi
III W060338-00-XX-DI5
I
B
2011-146
ATTACHMENT A
EXHIBIT C
~
.^
WATER SPLASH INC.
www.watersplashnet.com
(800) 936-3430
8-01.23 THREE BUCKETS
:.''''7:;;;,",crDt:,
" ,." ..,. "::'..'ffi":'ji.>
_. ~...... ". _'l.\~ \->j;~
Ie ,
l'r'~ 1
'"
~!'.
..
.?!,'"
"
STRUCTURE
The structure is constructed with 304I1316 grade stainless steel tubing. The design
eliminates s!1 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 cOJrosive stainless hardware exclusively to avoid corrosion
related problems.
PAJNTING
The structure is to be supplied finished with weather resistant, UV protective powder
coated paint.
ANCHORING SYSTEM
Water Splash shsll supply easy insts11ation templates and anchor boltslhardware set.
Please see attached technics! diagrams for more details.
REMOVABLE ANCHORAGE
Product is suitable for use with S-40.01 removable in-ground anchorage.
(800) 936-3430
B
,,/
./
/
/
i
i
I
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I
\
\
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A
WATER SPLASH
-@J-f3
2011-146
ATTACHMENT A
2
--"-.'-"-"-"-
,.,
/'
....
.......
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"
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\
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............. ./\/.
"......-..-..-..-..-' 95168 SPRAY
'"
DAlE
THIS DRAWING IS THE PROPERTI OF
WATER SPLASH INC. AND IS NOT
TO BE REPRDDUCED 8Y ANY MEANS
OR USED TO FURNISH INFORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC.
URn
INCH
,
EXHIBIT C
8
ZONE
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT
WATER PRESSURE: 8-15 psi
WATER CONSUMPTION: 7- I I 9pm
A
DESCRIPTION
THREE BUCKETS INSTAllATION
[S -0 I .23]
SHErr DRAWIN& NO
REV
1/2
W060016-00-XX-DI5
I
B
2011-146
ATTACHMENT A
EXHIBIT C
2
WATER SPLASH
(800) 936 - 3430
www.wotersploshnet.com
I
!
: i
1.._.._.._.._.._.._.._..
B
B
STRUCTURE
SEE NOTE 4
SEE DETAIL A
SEE NOTE 5
1-1/2" NPT THREADED COUPLING
(NOT SUPPLIED)
AlER LINE
(NOT SUPPLIED)
COMPACTED GRANULLAR
DErAIL A
SCALE 1:5
3/4" ANCHOR BOLTS
SEE NOTE 2
CONCRETF BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
A
NOTFS:
,- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
2- ANCHOR BOLTS SHAll BE LOCATED BY WOODFN PAfTERN (SUPPLIED BY MANUFAClURERI
WITHIN CONCRETE BASE.
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.
A
DATE
DESCRIPTION
THREE BUCKETS I NSI AllAT ION
[S- 0 1.23 ]
-@-E}
THIS DRAWING IS THE PROPERTY OF
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS
OR USED TO FURNISH INFORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC.
UJlIT
SHEET DRAWING NO
REv
WATER SPLASH
INCH
2/2
W060016-00-XX-DI5
I
B
?
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INe.
www.waterllDlashnet.com
(800) 936-3430
8-07.12 Aqua Guitar
FUNCTION
Interactive play unit has 6 waler outlets and embedded speaker. Sound effect is
linked to water outlet, whld1 starts when water ouUet Is blocked. Standard sound
is piano sound, which can be modified by user
MATERIAL
Unit is constructed out of durable non-corrosive aluminum material J and or
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 peint
and oven baked for tong-term durability.
ANCHORING SYSTEM
Anchor boltsJhardware set ara supplied with the prodllct.
(800) 936-3430
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2011-146
.
ATT HMENT A
EXHIBIT C
Water Splash INC.
Tel: 1-800-312-3726
WWW.WATERPSLASHNET.COM
B
N
SEE NOTE 2
SCALE I: 10
00
<0
_____-3/4" NP I NIPPLE
SEE NOTE 4
~
""'
SPECifiCATIONS:
MATERiAL: STAINLESS STEEL / BRASS NOZZLE
WATER PRESSURE: 4-8 p,;
WATER CONSUMPTION: 3-4 gpm
8
ONCRETE
CONCRETE BASE
SEE NOTE 3
A
NOTES:
i- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROVIDED SHALL BE USED.
2- STRUCTURE SHALL BE FLUSH TO TOP SURFACE OR 0.25" MAX. BELOI'/.
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.
DA IE OESCR'PT ION
Aqua Guitar
S -07. 12
~~1rE:Fl ~f)~~ti *~}~RD~~~~~~ i~c~H~N~R~~E~bt OF
TO BE REPRODUCED BY ANY MEANS
-@)-E} OR USED TO FURNISH INFORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WAiER SPLASH INC.
2006.10.10
UNIT
SHEEI DRAWIRG NO
INCH
4/4 WOG03GO-00-XX
I
2
B
A
gE'
2011-146
AHA HMENT A
EXHIBIT C
.
a
01'>
'"
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o
o
23
4" STAINLESS STEEL PIPE
.--
...,
1-1/2' NIPPLE
FOR SP~AKlR CABLES
A
SPECIFICATION
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT OR POLISHED SURFACE
SCALE I: 20
DATE DESCRIPTION
WATERSPLAH THIS DRAWING IS THE PROPERTY Of SPEAKER (B)
WATER SPLASH IHC. AHD IS NOT
TO BE REPRODUCED BY ANY MEANS 20 I 0.0 I . 14 5-07.1301
-
-@)-E} OR USED TO fURNISH INfORNATION UNIT SlIH] DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF lATER SPLASH INC. INCH 1/2 W060401-00-XX A
2 I
a
A
2011-146
U> -=s- ~
N-
"'D,
'---
!
EXHIBIT
WATER SPLASH I NC
Te I: 1-800 936-3430
WWW.WATERSPlASHNET.COM
B
i
i
: I
1____.._..________
8
STRUCTURE
SEE NOTE
SEE DETAIL
....
N
SEE NOTE 5
1-1/2' NPT rHREADED COUPLING
(NOr SUPPL IEDI
CONCRETE SURf ACE
~
.....
WATER LINE
(NOT SUPPLIED)
-COMPACTED GRANULLAR
3/4' ~CHOR BOLTS
SEE NOTE 2
DETAIL A
SCALE 1:5
CONCRFTF BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
A
NOTES:
1- MANUFACTURERS SPEC I FICA T IONS SIIALL BE FOLLOWED AND HARDWARE
PROVIDED SHALL BE USED UNLESS SPECIFIED OTHERWISE.
2- ANCHOR BOLTS SHALL DE LOCATED BY WOODEN PATTERN (SUPPLIED OY MANUFACTURER)
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.
A
OAlE OESCRIP1I~
WATER SPLASH THIS DRAWIHG IS THE PROPERTY Of SPEAKER (B l
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2007. 03. 06 S-07.1301
-@)-E} OR USED TO fURNISH INfORMATION UNIT SHEET ORAW I NG NO REY
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH 2/2 W060401-00-XX A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~
.1\
WATER SPLASH INC.
www.watenmlashnet.cotn
(800) 936-3430
8-05.03 Circular Shower
STRUCTURE
The structure is constructed with 304U316 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
COtTOsion related problems.
ANCHOlUNG SYSTEM
Aqua Splash sha1l supply easy insta11alion templates and anchor holtslhardware set.
Please see attached technical diagramS for details.
(800) 936-3430
a
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SEE NOTE 4
EXHIBIT C
SCALE I: 10
B
Woter Splosh INC.
Te 1 .' 1-800-936-3430
WWW.WATERSPlASHNET.COM
SPECIFICATIONS:
lOW CONSUMPTION OPTION
MA1ERIAL: STAINLESS S1EEL / BRASS NOIZLE
NOZZLE: TWELVE 1.1/2' NOZZLE WITH PATTERN
WA1ER PRESSURE: 4-8 p.j
WA TER CONSUMPT I ON: 10 - 1/ gpm
1- 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 40' MIN X 40" MIN XIS" MIN IN SIZE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE.
4- SHALL BE CONNECTED TO WATER LINE
A
DATE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY or CIRCULAR SHOWER INSTAllATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY NEANS 2001.10.10 [S-05-03]
-@)-EJ OR USlD ro FURNISH INFORNATION unr SHEET DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPLASH INC. INCH III W060086-00-00-DI5 A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~'f:i.'...
, ... .
.
WATER SPLASH INC.
www.watersolaslmet.com
(800) 936.3430
8-05.10 JUMPING JET
FUNCTION
The Jumping Jet shoots out streams of water at regular intetvals that jwnp through the air.
STRUCTURE
:The structure is to be constructed with 304L/3l6 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 colIOsive 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 telDplates and anchor boltslhardware set.
(800) 936-3430
Water Splash INC.
Te I: 1-800-312-3726
WWW.WATERPSLASHNET.COM
B
(1536
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2011-146
AHA HMENT A
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EXHIBIT C
8
.._.._ooJ
SCALE I: 10
314" NPT NIPPLE
SEE NOTE 4
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL 1 BRASS NOZZLE
WATER PRESSURE: 4.8 psi
WATER CONSUMPTION: 3.4 9pm
A
1- UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
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 S'ZE AND BELOW LOCAL FROST
LEVEL OR LOCAL CODE.
4- SHALL BE CONNECTED TO WATER LINE.
A
'.'A':TER SPLASH THIS DRAWING IS TNE PROPERTY or
yy" WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BI ANI MEANS
OR USED TO rURNISH INfORNATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT or WATER SPLASH INC.
~-E}
2
DATE DESCRIPTION
JUMP I NG JET
S-05-10
2006.10.10
UNIT
SHEET DRAWING NO
REV
INCH
III WQ60085-QQ-00-DI5
,
2011-146
ATTACHMENT A
EXHIBIT C
~
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WATER SPLASH INC.
www.aauasohu.hnet.com
(800) 936-3430
S-!Y7 .06.01.03 Aqua Dome - Tot Set
STRUCTURE
The structure is constructed with 304U316 grade stainless steel tubing. The design
e1iminRlP.jl all pinch points and sbllIp edges.
SET
Set of Aqua Dome - Tot, includes three units of 8-97.06.01 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-cOl'l'OSive stainless hardware exclusively to avoid corrosion
related problems.
TOE GUARD
Toe guard is made ofUV and chlorine non-wrrosive fiberglass material or polymer.
PAINTING .
The structure is to he supplied finished with weather resistant, UV protective powder
coated paint.
ANCHORING SYSTEM
Water Splash shall supply easy installation templates and anchor boltslhardware 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.oI removable in-ground anchorage.
(800) 936-3430
2011-146
ATTACHMENT A
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2011-146
ATT HMENT A
EXHIBIT C
Water Splash Inc.
Tel: 1-800-936-3430
WWW.WATERSPLASHNET.COM
{
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B
B
24
STRUCTURE
SEE NOTE 5
SEE NOTE
1-112' THREADED COUPLING
(NOT SUPPLIED)
CONCRETE SURF ACE
SEE DETAIL A
ATER LINE (NOT SUPPLIED)
OMPACT GRANULATED
@A
SCALE I: 4
'"
'"
24
314' ANCHOR BOLTS
SEE NOTE 2
'-CONCRETE BASE
SFF NOTE 3
SECTION A-A
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.
WATER SPLASH Till S DftAW I HG IS THf PROPERTY Of
WATER SPLASH INC. AHD IS NOT
TO BE REPRODUCED BY ANY MEANS 2007 02.05
-@7-E} OR USED TO fURNISH INfORMATION UNIT SHEET DRAWING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT or WATER SPLASH INC. INCH 3/3 W060327-02-XX A
2 I
DATE DESCRIPTION
2011-146
ATTACHMENT A
EXHIBIT C
".......~;..
: ii.) "
, ..... r
tIo. -'.
WATER SPLASH INC.
www.watersplashnet.com
8-99.01- BELL SHOWER
STRUCTURE
The structure is to be consb:ucted with 304U316 grade stainless steel tubing. The design completely
eUmin-tes any possible pinch points and sharp edges. Tubing also includes stainless steel housing fur
spray nozzles.
WATER SPLASH SPRAY DESIGN
Specially designed CNC machined brass 'spmying 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
The structure is to be supplied finiahed with high-quality weather resistant, UV protective powder
coated paint.
ANCHORING SYSTEM
Water Splash shall supply easy installation templates and anchor boltslbardware set. Please see attached
technical diagrams fur more details.
2011-146
ATTACHMENT A
EXHIBIT C
1
B
B
~
~
~
4' STAINLESS STEEL PIP
1.5' NIPPLE
SCALE l:50
A
A
DJlAIIIIlY
O.GHE JNIS DUWIIG IS TflE
EDlUbaf .'ROPEHTY or VAfER
D,li. HE SPUSH 11tC.
^ VAlS ~~~R~~~ ~~ ~~,
EIG ItUNS Cl USU TO
rU!NISHlllfORMATlOII
PROD 10 OTHERS WITHOUT
THE UPlftll COMSENT
os OfIl"HI Sl'lASIIIlIC.
~
-@ UNO IlU(f!IAl
-8 XXXlXX SEE BOM WATER SPLASH
XXXX
Ullll om DUCRIPTIOft
BELL SHOWER
INCH 100T.11.16
UVIICIIIIUT SURrAtt sHEn Ou..UG /10 'EY
PRO E flmH~ln
WILDFIRE 1.0 III W060269-00-XX C
2011-146
ATTACHMENT A
EXHIBIT C
....
B
2
WAter Splash Inc
Tel; 1-800-936-3430
WWW.WATERSPlASHNEf.COM
B
SEE NOTE 4
I" NPT THREADED COUPLING
INOT SUPPLIED)
CONDUIT LINE INOT SUPPLIED}-
SEE NOTE 6
A
ONCRETE SURf ACE
....
'"
OMPACTED GRANULLAR
DET A I L A
SCALE 1:5
3/4" ANCHOR BOLTS
SEE NOTE 2
CONCRETF BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
A
NOTES:
1- 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.
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.
6- SHALL BE WIRED TO CONTROLLER
A
Dm DESCRIPTION
WATER SPLASH THI S DRAWING IS THE PROPERTY or
WATER SPLASH INC. AND IS NOl
TO BE REPRODUCED BY ANY MEANS
OR USED TO FURNISH INFORMAl ION
TO OIHERS WITNOUT THE E!PlICll
CONSENT or WA1ER SPLASH INC.
BELL SHOWER
~-E}
UNIT
SHEET DRAWING.O
REV
INCH
2/2
B
?
2011-146
ATTACHMENT A
EXHIBIT C
~
..
WATER SPLASH INC.
www.watersolashnet.com
(800) 936-3430
8-05.05 AQUA TUNNEL
STRUCTURE
The structure is constructed with 304U316 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 relllted problems.
ANCHORING SYSTEM
Water Splash Inc. shall supply easy iosta1latiOn templates and anchor boltslhardwam set.
(800) 936-3430
2011-146
ATT HMENT A
EXHIBIT C
\101
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Water Splash Inc.
Tel: 1-800-936-3430
WWW.WATERSPLASHNET.COM
'"
1-1/2' NPT NIPPlE
SEE NOTE 4
""
'"
SCALE
IT',.......' "!
~ i i
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,,_.._.._.._.._.._.._.._.. _,,_....J
BELOW GROUND
INSTALLATIO~ DETAilS
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL / BRASS NOZZLE
WATER PRLSSURE: 4-8 p';
'WATER CONSUMPTION: 32-48 gpm
NOTES:
A
1_ UNLESS SPECIFIED OTHERWISE MANUFACTURERS SPECIFICATIONS SHALL BE FOLLOWED AND
HARDWARE PROViDED SHALL BE USED.
2- STRUCTURE SHALL BE FI USH TO lOP 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 DrSCRIPlIOM
WATER SPLASH THIS ORAWING IS THE PROPERTY Of AQUA TUNNEL
WAYER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2001.03.03 5-05-05
-@)-EJ OR USED TO fURNISH INFORMATION UHIT smT ORAWIIf6 NO Rrv
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC. INCH III W060084-00-00-DI5 B
2 I
B
A
2011-146
ATTACHMENT A
EXHIBIT C
5tP'.> :.
. . .
.
WATER SPLASH INC.
www.watennlAAhnet.com
(800) 936-3430
S-03.03 AQUA LOOP SET
STRUCTURE
The structure is constructed with 304U316 grade stainless steel tubing without any pinch
point IIlld sharp edges. Tubing is to inelude 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 cOlTOsive stainless hardware exclusively to avoid colTOSion
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 insta1Iation templates and anchor boltslha.rdware set.
PIll88& see attached technical diagrams for moro details.
(800) 936-3430
2011-146
.
A TT CHMENT A
EXHIBIT C
144 SPRAY 10 E
N
...
A
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT OR POLISHED SURfACE
WATER PRESSURE: 8-14 ps i
WATER CONSUMPT ION: 10-14 gpm
A
om DESCRIPTlON
WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA lOOP INSTAllATION
WATER SPLASH INC. AHD IS HOT
TO 8E REPRODUCED BY ANY MEANS 200703.10 S-03-03
-@-E} OR USED T~ fURNISH INFORMATION UNIT SHEET DRAwING NO REV
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC. INCH 112 W060045 OO-XX-DI5 B
2 I
2011-146
A TT HMENT A
EXHIBIT C
Woter Splosh INC.
Tel: 1-800-936-3430
WWW.WATERSPLASHNET.COM
124 )
SEE NOTE 5
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I l
i
a
I
.. .._.I
1-1/2' NPT THREADED COUPLING
(NOT SUPPLIED)
a
...
WATER LINE
(NOT SUPPLIED)
2
SEE DETAIL A
CONCRETE SURFACE
SEE NOTE 4
STRUCTURE
"'U>
DETAIL A
SCALE 1:5
N
3/4" MC HOR BOLTS
SEE NOTE 2
ONCHE I E UASE
SEE NOTE 3
BELOW GROUND
INSTALLATION DETAILS
A
NOTES:
i_ MANUFACTURERS SPECifiCATiONS SHALL BE fOLLOWED AND HARDWARE
PROVIDED S~All BE USED UNLESS SPECIFIED OTHEHWISE.
2- ANCHOR BOLT, SHALL BE LOeATEn BY WOODfN PATTERN (SUPPLIED BY NANUFACfURERI
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.
A
DAlE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY OF AQUA LOOP INSTALLATION
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2001. 03,10 S-03-03
-@-EJ OR USED TO FURNISH INFORMATION UNIT SHEET ORAW1IIG NO REV
TO OTHERS WITHOUT THE EXPLICit
CONSENT OF WATER SPLASH INC, INCH 2/2 W060045-00-XX-DI5 B
2 I
~
8-01.32 MISTY CURVES
2011-146
ATTACHMENT A
EXHIBIT C
WATER SPLASH INC.
www- wB.te~laR.hnet com
(800) 936.3430
STRUCTURE
The structure is consllUcted with 304U316 grade stainless steel tubing without any pinch
point and sharp edges. Tubing is to include stainless steel housing for spray nozz1es.
OPTIONAL ACfIV ATOR INTEGRATION
Aqua Curves can host a mechanical or a proltimity 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 produet 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 boltslbardware set.
Please see attached technical diagrams for' more details,
REMOVABLE ANCHORAGE
Product is suitable for use with S-40.0 I removable in-ground anchorage.
(800) 936-3430
2011-146
ATTACHMENT A
EXHIBIT C
l
><
...
8
'"
00
'"
SCALE 3: 100
""
<>
-4' STAINLESS STEEL PIPE
UI04.SJ
PITCH=103
SPECIFICATIONS:
~ATERIAL: STAINLESS STEEL
SURFACE fiNISH: POWDER PAINT OR POLISHED SURF.ACE
WATER PRESSURE: 8-14 P';
WATER CONSUMPTION: 20-30 gpm
A
SCALE I: 25
DATE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY Of MISTY CURVES
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANY MEANS 2008.04.10 S-01.32
~-E} OR USED TO FURNISH INfORMATION UNIT SHEn DRAWING NO REV
TO OTHERS WITHOUT TaE EXPLICIT
CONSENT Of WATER SPLASH INC. INCH 1/2 'II060293-00-XX
A
2 I
2011-146
ATTACHMENT A
EXHIBIT C
~
WATER SPLASH INe
Tel:I-800 936-3430
WWW.WATERSPlASHNET.COM
!
I
, I
l.._,,_,,_,,_,,_,,_,,_..
8
SEE DETAIL
SEE NOTE 5
1- 1/2" NPT THREADED COUPLING
(NOT SUPPLIED)
CONCRETE SURFACE
\l/A TE R II NE
(NOT SUPPLIED)
COMPACTED GRANUlLAR
DETAIL A
SCALE 1:5
3/4" ANCHOR BOLTS
SEE NOTE 1
CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
NOTES:
1- MANUFACTURERS SPECifiCATIONS SHALL BE fOLLOWED AND HARDWARE
PROViDED SHALL BE USED UNLESS SPECIFIED OTHERWISE.
1- ANCHOR BOLTS SHALL BE LOCATED BY WOODEN PATTERN (SUPPLIED BY MANUFACTURER)
WITHIN CONCRETE BASE.
3- CONCRETE BASE SIZE SHALL BE 14" MIN ey 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.
A
OATE DESCRIPTION
WATER SPLASH THIS DRAWING IS THE PROPERTY Of MISTY CURVES
WATER SPLASH IHC. AND IS NOT
TO BE REPRODUCED BY ANY ~EANS 2007.03.06 S - 0 1.32
-@-EJ OR USED TO FURNISH INFOR~ATION UNIT SHEET DRAW1HG NO HEY
TO OTHERS WITHOUT THE EXPLICIT
CONSENT OF WATER SPlAS~ INC. INCH 7/2 W060293-00-XX A
2 I
2011-146
ATTACHMENT A
~fj..~.'._..'...
-"lII' .
, . ..
.
WATER SPLASH INC.
www.water$J)laRhnet.com
(800) 936-3430
S.15.xx Water SpIuh Controller - Eco Conserver
Nema 4X Rated Control Box
Enclosure
Colour Touch-Screen User
Interface (Ul)
cUL Certified Design
Programmable Lcgic
Controller: sets user time
ami frequency; activates
system using activstor
sensor. Controls solenoids
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 watIIr recirculaflOl1 equipment (pumps and chemical c0ntr0iier)
(800) 936-3430
EXHIBIT C
2011-146
ATTACHMENT A
EXHIBIT C
~
. .
WATER SPLASH INC.
www.watersolashnet.com
(800) 936-3430
ECO CONSERVER Funy 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 PlIl1ll8OJ1ic Programmable Touch Screen Colour Interface.
- Operates on 120 V AC
- 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
2011-146
ATTACHMENT A
EXHIBIT C
;t\
".'. ,...........'.
. "
.
WATER SPLASH INC.
www.watersoloshnet.com
(800) 936-3430
S-20.01 Acnv ATOR-SENSOR (with eptlenal pu8h-button activation)
(8-20.03 Foot Activator)
(S-20.01 Activator Sensor)
OUTER STRUCTURE
The outer casing is constructed with 304U316 grade stainless steel tobing.
TOUCH PAD
The activator-sensor is equipped with UV resistant, HOPE touch pad for kids to activate
spray products.
. HARDWARE
Assembly uses non corrosive stainless hardware.
PAINTING
Tho outer structure is electro-powder coated with weather resistant, UV protective
powder paint.
ANCHORING SYSTEM
Easy installation templates and anchor boltslhardware set are supplied with the product.
MECHANISM
Thc activator-sensor works with a Capacititive ProDmlty 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
operatiOll8 for a pre-configured sequence and period of time. The CPS is a 24 Valls DC
capacitor. The activator sensor is also aVailable with tho push-button option.
(800) 936-3430
B
2011-146
ATTACHMENT A
EXHIBIT C
2
I
~
o 0
00
- "~
W1RIN T:
Black - 24 VllC re\1Jm \0 PLC
BlOWn - 24 VCD power SDUrce
Blue - 24 VDC "eutrel
o
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o
B
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..t;;;j..-
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Sf f NOTE 1--"
--
A
....
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-
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-
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-
.
;IJ
SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
SURFACE FINISH: POWDER PAINT
A
NOTES:
1- WIRE COMING fROM CONTROLLER SHALL BE CONNECTED TO SWITCH.
WATER SPLASH
-@)-EJ
DATE
DESCRIPTION
ACTIVATOR SENSOR INSTALLATION
S-20-01
THIS DRAWING IS THE PROPERTY Of
WATER SPLASH INC. AND IS NOT
TO BE REPRODUCED BY ANT MEANS
OR USED TO fURNISH INfORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC.
UNIT
SHEET DRAWINS NO
REV
INCH
1/2
W06QQS3-0Q-XX-DIS
I
B
?
I
2011-146
ATTACHMENT A
2
WAter Splash Inc
Tel: 1-800-936-3430
WWW.WATERSPlASHNET.COM
'"
'"
,------,
I:
, I
I
I
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- !
i..__._u_______.___._..i
r--'
B
SEE NOTE 4
I" NPT THREADED COUPLING
(NOT SUPPLI ED)
CONDUIT LINE (NOT SUPPLIED)
SEF NOTF 6
00 A I L A
SCALE 1:5
CONCRETE BASE
SEE NOTE 3
BELOW GROUND
INSTAllATION DETAilS
NOTES:
EXHIBIT C
B
5
A
ONCRETE SURF ACE
(OMPACTED GRANULLAR
1- 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.
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 DE ASSEMBLED TO CONCRETE BASE WITH 314' NUTS AND WASHERS.
5- GROUNDING WIRE SHALL BE HOKED BETWEEN TWO FLAT WASHERS AND TIGHTENED WITH NUT.
6- SHALL BE WIRED TO CONTROLLER
A
DATE
WATER SPLASH THIS DRAWING IS THE PROPERTY Of
WA TER SPLASH I He. AND I S NOT
TO BE REPRODUCED BY AHY MEANS
OR USED TO fURNISH INfORMATION
TO OTHERS WITHOUT THE EXPLICIT
CONSENT Of WATER SPLASH INC_
UMlT
~-E3
INCH
,
A
DESCRIPTION
ACTIVATOR SENSOR INSTAllATION
S - 20 0 I
S.HEET DRAWl NG NO
REV
2/2
W060053-00-XX-DI5
B
2011-146
ATTACHMENT A
EXHIBIT C
~
Water Distribution System Manifold /Mounted-tO Output
System shall include:
- Stainless steel manifold and valve assembly
StalnIas ,tul1flll1lifold iI1IIlllalve lI8IIemblll
It sball include a pr~sembled manifold, solenoid valve and ball valve for each watllr
outlet.
Manifold shall be made of 3" stainless steel tubing and it shall have a 1 Yo" connection
for each water play products. It shall be fully welded, water tight at pressure testing level
of 180 psi.
Solenoid V Illves shall be installed each outlet of stainless steel manifold. System shall
have one solenoid valve for each water line. Vlllves shall be made of PVC weather proof
durable body which worlcs with 24 V AC. Each valve sball be pre-wired.
Oue BIl1l vIl1ve shall be installed each outlet of stainless steel manifold for drainage
purposes and flow adjustment purposes for water play producl8. It shall be IIUIdc of
durable PVC material. Ball valves shall meet the requirements of ASTM 0-1784.
WATER. SPLASH INC.
(800) 936-3430
WWW.watersplllshnet.cOm
'"
2011-146
ATTACH ENT A
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