8C3�>uS
^' �NTAIN EQUIPMENT PIT LOCATION
DETAIL THIS SHEET
PERATING WATER LEVEL SENSOR
SEE DETAIL 15/C402.
CASCADE NOZZLE
SEE DETAIL 13/C402.
NOZZLE TYP.
Drawn By
Checked By
�EYSER
5 PER FOUNTAIN
KTF
KTF
EE DETAIL 12/C402.
SEE DETAIL 08/C501
FOR
LAYOUT
- PROVIDE LIGHTING
ON
PEDESTAL
FOUNTAINS. SEE
PIPING AND
^
ELECTRICALSCHEMATIC
TOTAL
(18
PER PEDESTAL
- -- - SUCTION / DISCHARGE SUMP - - - -
SEE DETAIL 03/C402.
1
SUCTION / DISCHARGE SUMP PROVIDE LIGHTING ON PEDI
SEE DETAIL 03/C402. FOUNTAINS. SEE PIPING A
ELECTRICAL SCHEMATIC THI`,
I (18 LIGHTS TOTAL PER PEI
i
j SUCTION / DISCHARGE SUMP
I SEE DETAIL 03/C402.r5PER
SER NOZ
FOU
DETAIL
SEE DETAIL
SUCTION / DISCHARGE SUMP
SEE DETAIL 03/C402.
FOUNTAIN EQUIPMENT PLAN
SCALE: 1" = 30'-0"
INSTALLATION INSTRUCTIONS
Receiving the Vault
Upon arrival of vault„ check both interior and exterior for shipping damage. Report any damage
found to the freight carrier and The Fountain People, Inc. immediately. If vault is free of
damage, proceed with installation. If equipment vault is not to be installed immediately, store in
a covered area safe from flooding. If a sand filter is used, filtrat€nn sand must be provided and
installed by others.
Excavation
Excavate as required and pour a fiat ballast slab of size indicated on the drawing. Ballast slab
should be reinforced with grid using #4 re -bar on 12" centers. Stainless steel anchor hooks
should be tied to the reinforcing grid and located as detailed.
Installing the Vault in the Excavation
Rig vault with straps, taking care not to damage housing or piping connections. Do not use
chains or cables to rig vault. Lower vault onto the bailout slab and secure using the stainless
steel hardware provided. If the vault is to be secured with cables, loop the stainless steel
anchor cables (provided) around slob anchor hooks and through the tie -down lugs on vault. o C
Secure cables with the connection hardware provided. Remove slack from the cables then tighten I ci
the cable clamps to the torque rating indicated on the thimble tog provided. Do not over -tighten co u
the cables.
Safeguarding the Vault
If the vault is equipped with forced air ventilation, sump pumps, or gravity drains, these must be
connected and made operational immediately. Do not allow excavation to fill with water, as this
water will enter the vault through open connections and overwhelm the sump pump or drain.
Connecting the Vault
Connect all piping and conduit, as required, to connections provided on vault exterior. Do not
externally load the vault connections or allow the connections to support the weight of the
connected piping. If the piping is not supported properly, soil settling can result in excessive
loading on the piping. This can result in broken piping and misaligned connections in the vault, 2'-0"
Wiring the Vault MiN
Conduit wiring must be sealed to prevent water from entering the vault through the conduit. BACKFILL)
Pressure Testing the Connections
Pressure test all piping connected to vault to insure there are no looks. All equipment and piping
within vault has been factory pressure tested. Do not exceed 30 PSI in pressure testing anyo -
piping connected to vault.
VE -
Ventilation Connections _�•! "
If external vent piping is required, route it with as few bends as possible to a location safe
from flooding. Length of vent piping should be as short as possible and should not exceed
20'-0". If a longer piping length Is necessary, contact The Fountain People, Inc. Vent caps, if
used, should be installed on ends of vent piping immediately to prevent rain or debris from •
entering the vent piping. - •. a. ♦y
Backfilling
When backf€lling, protect open ends of all piping to prevent backfill material from entering the ' ' •
piping system. Backfill material should be a rounded gravel or crushed stone (3/4" Max. and o
less than 5X fines). There should be at least 2'-0" of backfill material on all sides of vault
between the vault and the surrounding earth. The top of the access hatch should be above '
finished grade (as indicated on the drawing) and located in an area that is safe from flooding. E °
DO NOT USE SAND OR DIRT FOR BACKFILL. If the surrounding earth has poor drainage provide I I F ff
some meansfor water to drain away from the vault.
FAILURE TO FOLLOW ALL THE ABOVE PROCEDURES COULD RESULT IN SERIOUS DAMAGE TO THE -
EQUIPMENT AND WILL VOID THE WARRANTY ON THIS PRODUCT. -I ° a
For any questions concerning these installation instructions or the installation of the vault system
please contact The Fountain People, Inc. at (512) 392-1155.
10'-0"
FOUNTAIN EQUIPMENT VAULT INFORMATION
SCALE: NOT TO SCALE
SLAB
FINISHED GRADE
VENT CAPS
(FURNISHED)
t I .z
a PO
GRAVEL OR
CRUSHED STONE
STAINLESS STEEL
ANCHOR CABLES
(FURNISHED)
9 ATIC WATER LEVEL
. (LOWEST BASIN)
fi
0 15 30 60
STAINLESS STEEL
ANCHOR HOOKS
(FURNISHED)
MECHANICAL INSTALLATION NOTES, ELECTRICAL INSTALLATION NOTES,
1, PIPING LOCATED WITHIN A POOL BASIN, AND STUB -UPS THROUGH A POOL FLOOR OR WALLS OF A BASIN, SHALL
BE OF A RED BRASS PIPE OF TYPE K COPPER TUBING OF FULL HARD TEMPER,
2. INSTALLER SHALL SUPPLY WATERSTOP PROTECTION FOR PIPING PENETRATING POOL FLOOR OR WALLS AND FOR
FITTINGS CAST THEREIN.
3. INTERCONNECTING PIPE AND FITTINGS BETWEEN THE POOL BASIN AND THE PUMP EQUIPMENT ROOM SHALL BE OF
COPPER, PVC, OR FIBERGLASS, AS NOTED IN THE SPECIFICATIONS.
4. PRESSURIZED CITY WATER LiNES SUPPLYING THE WATER FEATURE SYSTEM SHALL BE OF COPPER AND SHALL BE
PROTECTED BY A BACKFLOW PREVENTION DEVICE AND PRESSURE REDUCTION VALVE SET AT 50 PSI MAXIMUM.
5. PIPING RUNS SHALL BE MADE AS DIRECT AS POSSIBLE USING THE MINIMUM NUMBER OF FITTINGS. PIPE SHALL
SLOPE TO THE PUMP FOR DRAINAGE AND SHALL BE FREE FO AIR TRAPS OR LOOPS, WHICH COULD TRAP WATER OR
AIR,
6. PUMP SUCTION INTAKE AND SUCTION PIPING SHALL BE ROUTED TO AN ELEVATION BELOW THE WATER LEVEL OF THE
LOWEST BASIN SO THAT BOTH THE PUMP AND THE SUCTION PIPING ARE COMPLETELY FLOODED WHEN THE WATER
FEATURE IS FILLED.
7. PIPING SHALL BE PRESSURED TESTED PRIOR TO BACK -FILLING AS NOTED IN THE SPECIFICATIONS, AND SHALL BE
BURIED AND SUPPORTED AS NOTED IN THE SPECIFICATIONS.
8. INSTALLER SHALL PROVIDE DRAINAGE AND VENTILATION IN THE PUMP ROOM IN ORDER TO PREVENT FLOODING,
CONDENSATION, OR OVERHEATING OF EQUIPMENT, AS NOTED IN THE SPECIFICATIONS,
9. THIS INSTALLATION SHALL COMPLY WITH LOCAL PLUMBING CODES.
--7
CASCADE NOZZLE
SEE DETAIL 13/C402.
I
-
OVERFLOW BOX W/ DRAIN
SEE DETAIL 07/C501.
OVERFLOW BOX W1 DRAIN
SEE DETAIL 04/C501.
OVERFLOW BOX W1 DRAIN
SEE DETAIL 04/C 01.
OVERFLOW BOX W DRAIN
SEE DETAIL 04/C501.
OVERFLOW BOX W/ DRAIN
SEE DETAIL 04/C 01.
OVERFLOW BOX W/ DRAiN
SEE DETAIL 07/C5501.
B25 B25
A r -----A----
4 74 4 7
8 8 8
NOT ALL SYMBOLS ARE USED ON EVERY PROJECT
BASIC DRAWING NOTATIONS
ALL SIZES ARE INCHES UNLESS SPECIFIED OTHERWISE
CENTER OF
PIPE RUN
3"P 3"P
TTP PROVIDED
CONNECTION 10 CONDUIT a
�r TFP PROVIDED CONNECTION
VAULT SKID TO FIELD PIPING
OR NCLbSURE
E
BOUNDARY
-\
�"�•.` FLOW DIRECTION
SiZE INDICATION
TYPE: PIPE -P
ELECTRICAL CONDUIT TUBING -T
HOSE -H
�- INDICATES AIR PIPING
PIPING AND TUBING
CONNECTION
v
�M
�NDUCTOR QLIANTITY)
NOTES:
1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. REFER TO THE PROJECT
PLANS AND SPECIFICATIONS FOR MORE COMPLETE DETAILS.
2. PIPE, FITTINGS. CONDUIT, WIRE, AND TUBING SHAW. BE SUPPLIED BY THE
CONTRACTOR.
3. CONDUIT LOCATED WITHIN THE POOL BASIN AND STUB -UPS THROUGH POOL
FLOOR OF WALLS INTO THE BASIN SHALL BE RED BRASS.
4. INSTALL ONLY STRANDED TYPE COPPER CONDUCTORS WiTH WATERPROOF
INSULATION BETWEEN UNDERWATER JUNCTION BOXES AND FOUNTAIN CONTROL
PANEL. SOLID COPPER CONDUCTORS SHALL NOT BE PERMITTED. CONTRACTOR
SHALL SITE WIRE BASED UPON CONDUIT RUNS AND CODE REQUIREMENTS.
5. REFER TO WIRING DIAGRAMS FOR CONDUCTOR QUALITY AND CONNECTION
INFORMATION.
6. UNDERWATER JUNCTION BOXES LOCATED INSIDE OR OUT OF THE FOUNTAIN
BASIN AND BELOW WATER LEVEL, SHALL BE TOTALLY ENCAPSULATED iN AN
APPROVED POTTING COMPOUND.
7. SYMBOL" * " INDICATES THAT THE TEE MUST BE PLACED IN THE CENTER OF
THE PIPING RUN TO ENSURE BALANCE.
S. MAKE PIPING SLOPE TO THE PUMP FOR DRAINAGE IF PIPING CANNOT BE
SLOPED TO PUMP, MAKE PROVISIONS FOR COMPLETE DRAINING OF EACH PIPE
LINE CONNECTING MINIMUM A 1-1/2" DRAIN LINE AND VALVE TO LOWEST POINT
IN PIPE RUN.
9. MAKE PIPE RUNS AS DIRECT AS POSSIBLE USING A MINIMUM NUMBER
OF FITTINGS. INSTALL PIPING STRAIGHT AND TRUE WITHOUT LOOPS OR TRAPS.
10. PUMP SUCTION PIPING SHALL BE A STRAIGHT RUN INTO THE PUMP FREE OF
PIPE BENDS OR TEES FOR A MINIMUM OF TEN PIPE DIAMETERS
PRECEDING THE PUMP'S SUCTION CONNECTION UNLESS OTHERWISE INDICATED ON
THE DRAWINGS.
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FOUNTAIN EQUIPMENT PIPING AND ELECTRICAL SCHEMATIC
SCALE: NOT TO SCALE
1. UNDERWATER ELECTRICAL EQUIPMENT CAN CAUSE FATAL ELECTRICAL SHOCK IF NOT INSTALLED PROPERLY. THIS INSTALLATION
HAS BEEN DESIGNED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 680. INSTALLER SHALL INSTALL
ELECTICAL EQUIPMENT IN ACCORDANCE WITH NEC ARTICLE 680 AND LOCAL ELECTRICAL CODES.
2. A CLASS 'A' GROUND FAULT CIRCUIT INTERRUPTER (GFCI) SHALL BE INSTALLED ON CIRCUITS SUPPLYING WATER FEATURE EQUIPMENT
LOCATED WITHIN BASINS WHICH HAVE AN OPERATING VOLTAGE GREATER THAN 15 VOLTS. EQUIPMENT OPERATING AT LESS THAN 15 VOLTS
SHALL BE PROTECTED BY A TRANSFORMER WHICH iS U,L. LISTED AND MARKED FOR THE APPLICATION.
3. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED SO THAT THEY ARE SUBMERGED WHEN IN OPERATION, SHALL BE PROTECTED BY A
LENS GUARD IF POINTED UPWARD, AND SHALL BE PROTECTED BY AN INTEGRAL THERMAL CUTOFF DEVICE TO PREVENT OVERHEATING.
4. UNDERWATER LIGHT FIXTURES SHALL BE INSTALLED WITH SUFFICIENT CORD LENGTH TO ALLOW REMOVAL FROM THE WATER FOR
RELAMPING AND NORMAL MAINTENANCE WITHOUT LOWERING THE BASIN WATER LEVEL.
5. UNDERWATER JUNCTION BOXES SHALL BE EQUIPPED WITH THREADED CONDUIT ENTRIES AND STRAIN RELIEF SEALS FOR CORD ENTRY.
STRAIN RELIEF SEALS SERVING NICHE MOUNTED FIXTURES SHALL MAKE PROVISION FOR BOTH THE FIXTURE CORD AND AN AWG #8 COPPER
BONDING WIRE WHEN REQUIRED BY LOCAL CODE.
6. UNDERWATER JUNCTION BOXES, OR JUNCTION BOXES MOUNTED OUTSIDE THE BASIN BUT BELOW THE WATER LEVEL, SHALL BE POTTED
USING 3M "CELLA" 4441 OR "SCOTCHCAST" 2114 RE --ENTERABLE POTTING COMPOUNDS. CONDUIT ENTRIES SHALL BE SEALED PRIOR TO
POTTING THE JUNCTION BOX TO PREVENT POTTING COMPOUND FROM ENTERING THE CONDUIT SYSTEM.
7. STUB -UPS FOR CONDUIT MOUNTED UNDERWATER JUNCTION BOXES MUST BE OF RED BRASS PIPE. NON-METALLIC CONDUIT MAY NOT
BE USED FOR SUPPORT OF JUNCTION BOXES.
8. WIRE PULLED BETWEEN WATER FEATURE ELECTRICAL CONTROLS PANELS AND UNDERWATER JUNCTION BOXES SHALL BE OF STRANDED
COPPER, WATER-RESISTANT TYPE SELECTED AND SIZED FOR THE APPLICATION.
9. CONDUIT SHALL BE SEALED TO PREVENT ENTRY OF MOISTURE AND TO PREVENT WATER FROM DRAINING INTO THE WATER FEATURE
ELECTRICAL CONTROL PANELS.
NOTE:
FOUNTAIN EQUIPMENT DESIGN AND MATERIALS HAVE BEEN PROVIDED BY THE FOUNTAIN PEOPLE. FOR INFORMATION
CONCERNING THIS EQUIPMENT CONTACT RANDY BELDEN AT ESL DESIGN (317) 951--2300. ANOTHER MANUFACTURER'S
DESIGN AND EQUIPMENT MAY BE SUBSTITUTED IF IN THE ARCHITECT'S OPINION THE SUBSTITUTED SYSTEM WILL MEET
THE SPECIFIED PERFORMANCE REQUIREMENTS. A WRITTEN PERFORMANCE GUARANTEE MUST ALSO BE PROVIDED STATING
THAT THE SYSTEM WILL MEET ALL SPECIFIED PERFORMANCE STANDARDS.
PROVIDED
WITH VAULT
r�
"DON'T DIG BLIND'
'IT'S THE LAWO
u0.w, waoea Wlu nor s Im Ma.
Gall 1600-3132-5544
2 Working Days
Before You Dig.
CSO
Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
Corporate Office
280 East 96th Street
Suite 200
Ind€anapa8s, Indiana 46240
317.848.7800
FAX 317.574.0957
®Copyright 2001
Owner/Contractor/Consultant
Scope Drawings:
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanicai, and eleaVcal systems.
The drawings do not necessarily indicate or desabe all
workrequired for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish oil items required for the
proper exewtioa and completion of the work.
Project
Carmel City
Center �
Reflecting Pond;
City Center
Drive &
3rd Avenue
Carmel, 1N
Drawing Title.
FOUNTAIN
EQUIPMENT
DETAILS
IssueDescription:
Bids &
Construction
Revislons:
I
Issue Date
Drawn By
Checked By
09-96-01
KTF
KTF
Certified By:
Drawing Number:
C401
Project Number:
20507