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Home My WebLink About8C3�>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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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