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Resolutions 2026-16 - Approving Change Order Two to the Smith River Construction Contract for Story Mill Splash Pad
1 of 2 RESOLUTION 2025-16 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, APPROVING CHANGE ORDER TWO TO THE SMITH RIVER CONSTRUCTION CONTRACT FOR STORY MILL SPLASH PAD WHEREAS, the City Commission did, on the 15TH day of April 2025, authorize award of the bid for the Story Mill Community Park Splash Pad to Smith River Construction, LLC, Great Falls, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, to wit: That the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and Smith River Construction, as contained in Change Order No. 2, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 2 of 2 PASSED AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 3rd day of February, 2026. ______________________________________ JOEY MORRISON Mayor ATTEST: _________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ______________________________________ GREG SULLIVAN City Attorney Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF CHANGE ORDER No. 2 DATE OF ISSUANCE EFFECTIVE DATE OWNER: City of Bozeman, MT CONTRACTOR Smith River Construction, LLC Contract: Story Mill Splash Pad Project: Story Mill Splash Pad OWNER's Contract No. GF250 ENGINEER TD&H ENGINEER's Contract No. B24-069 You are directed to make the following changes in the Contract Documents: Description: Installation of Evoqua UV system and control panel per revised drawings issued September 9, 2025 Installation of perimeter fence system per drawing issued. Reason for Change Order: Change in contract price to provide and install a 5-foot perimeter fence needed to prevent dogs from entering the splash pad area ($20,090.00) and installation of a new UV sanitation system required to meet updated state health code ($10,400.00). Attachments: (List documents supporting change) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER - Signature) Date OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. CHANGE IN CONTRACT PRICE: Original Contract Price $ 682,000.00 Net Increase (Decrease) from previous Change Orders No.1 : $ 24,350 Contract Price prior to this Change Order: $ 706,350.00 Net increase (decrease) of this Change Order: $ 30,490 Contract Price with all approved Change Orders: $ 736,840 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: Ready for final payment: (days or dates) Net change from previous Change Orders No. to No. : Substantial Completion: Ready for final payment: (days) Contract Times prior to this Change Order: Substantial Completion: Ready for final payment: (days or dates) Net increase (decrease) this Change Order: Substantial Completion: Ready for final payment: (days) Contract Times with all approved Change Orders: Substantial Completion: Ready for final payment: (days or dates) Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 3/11/2026 3/12/2026 February 3, 2026 Smith River Construction, LLC 2109 Vaughn Road Great Falls, MT 59404 Office: 406-781-4898 Story Mill Park Splash Pad Fence Quote • 5’ Tall Fortress Fence (Black) • Entry Gate with Pull Top Lockable Latch • 12 Foot Double Drive Gate • Mounted to concrete / Not Cored Price: $20,090.00 This is quote for site containment for the Story Mill Park Splash Pad. Thank you Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF DESIGNED BY:QUALITY CHECK:JOB NO.FIELDBOOKDRAWN BY:DATE:C2.2 GRADINGREV DATE REVISION STORY MILL COMMUNITY PARK SPLASH PAD BOZEMAN, MT SPLASH PAD GRADING EXHIBIT TRB-LRJ6/11/2025B24-069SHEETC2.2CONSTRUCTION SET.DWGEngineering 234 E. BABCOCK ST., SUITE 3 • BOZEMAN, MONTANA 59715 406.586.0277 • tdhengineering.comTYP. APRON TRANSITION SECTIONAC2.2AC2.2Measurements are approximate.Field VerifyPosts to be anchoredto concreteTie into building atcornersEntry Gate - Self-closing and self-latching; lockable;width standardMaintenance access gate orremovable fence panels (12')255 ft19 ft65 ft77 ft6 ft65 ft24 ftDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF Smith River Construction 2109 Vaughn Rd Great Falls, MT 59404 USA smithriverconstruction@gmail.com Estimate ADDRESS Owner 2 ESTIMATE #DATE 1280 12/08/2025 DATE SERVICE DESCRIPTION QTY RATE AMOUNT Change Orders UV Filter Connection 1 10,400.00 10,400.00 Change Order Story Mill Splash Pad UV Filter Connection TOTAL $10,400.00 Accepted By Accepted Date Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF INTRODUCTION:REQUIRED UTILITIES: BOZEMAN, MT1101 McKinley Parkway, Delano MN 55328Contact: CHUCK SCHMITZ952-345-6443 (Direct)chuckschmitz@playlsi.com (Email)STORY MILL PARKSPLASH PADSPLASH PAD DRAWING LIST:1: COVER SHEET2: GENERAL INFORMATION3: SITE PLAN4: SPLASH PAD LAYOUT5: CONCRETE PLAN6: CONCRETE FORM7: CONCRETE SECTION AND DETAILS8: SUPPLY PIPING PLAN9: DRAIN PIPING PLAN10: ELECTRICAL PLAN11: MECHANICAL PLAN12: STORAGE TANK DETAILSSPLASH PAD TO CONSIST OF A 65'-9" X 59'-7" CONCRETE PAD WITH THEFOLLOWING PLAY FEATURES:DRAINAGE SYSTEM TO CONSIST OF (4) COLLECTOR BOX W/ COVERINGGRATE.MECHANICAL SYSTEM TO BE LOCATED IN A NEARBY MECHANICALROOM.RECIRCULATION SYSTEM TO INCLUDE:1 - FILTRATION SKID1 - FILTRATION PUMP1 - SAND FILTER1 - CHEMICAL CONTROL SYSTEM1 - UV DISINFECTION SYSTEM1 - CHLORINE TANK AND PUMP1 - ACID TANK AND PUMP1 - DISTRIBUTION HEADER1 - UNDERGROUND WATER RESERVOIR1 - CONTROL PANEL ON/0FF1 - FEATURE PUMP SKID1.DOMESTIC WATER MAKE-UP: 1", DOMESTIC WATER SUPPLY WITH AN APPROVED BACKFLOW PREVENTER AND PRESSURE REGULATOR (SPECIFIED BY OTHERS)SET TO 25-30PSI AND AN AIR GAP IN ACCORDANCE WITH LOCAL AND STATE CODES***IT IS RECOMMENDED THAT A HOSE BIBB TO BE PROVIDED FOR WASHING DOWNTHE ENTIRE DECK AREA.***2.UNDERGROUND STORAGE TANK OVERFLOW: 3" SCH 80 PVC TO WASTE. AIR GAP REQUIRED.3.DRAIN: 3a) 2" SCH 80 PVC TO WASTE (FROM UNDERGROUND STORAGE TANK SUMP PUMP). AIR GAP REQUIRED. 3b) 3" SCH 80 PVC OVERFLOW TO WASTE (FROM UNDERGROUND STORAGE TANK). AIR GAP REQUIRED. 3c) 3" SCH 80 PVC DRAIN TO WASTE W/ BUTTERFLY ACTUATED VALVE (FROM COLLECTOR BOXES). AIR GAP REQUIRED.4.ELECTRICAL SERVICE:(1) FEED @ 230V, 1Ø, 60hz, 60 amps W/ NEUTRAL (SPLASH PAD MECH)(1) FEED @ 120V, 1Ø, 60hz, 30 amps (SPLASH PAD CONTROLS)(1) FEED @ 120V, 1Ø, 60hz, 15amps W/ NEUTRAL (TANK SUMP PUMP)(1) FEED @ 120V, 1Ø, 60hz, 20 amps W/NEUTRAL (Feature UV system)NO PRODUCT QTY1AQUAFLIER 12DRAGONFLIER 13LEAFCROWN 14AQUALOGS 15AQUAROCK LARGE 36AQUAROCK SMALL 37CAT TAIL SPRAY 28 REEDS 19WATER TOWER 110 WATER WIND MILL 111 ARCH JET 312 BUBBLER 813 FUNNEL TWIST 314 SEA CRAWLER 3SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCOVER SHEET1211180440NONE CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF GENERAL SPLASH PAD NOTES:START-UP CHECK LISTWATER QUALITY GUIDELINESBILL OF MATERIALS:CONCRETE NOTES:ELECTRICAL NOTES:SOIL EXCAVATIONS: STORAGE TANK INSTALL INSTRUCTIONS:PLUMBING NOTES:1. ALL ELECTRICAL CONNECTIONS MUST BE TESTED AFTERCOMPLETION.2. TEST PUMP MOTORS AND VERIFY PROPER ROTATIONAND RUNNING AMPERE AT THE CONTROL PANEL. PUMPSMUST NOT BE RUN DRY.3. INSPECT ALL PIPING AND PIPING ACCESSORIES FORLEAKS ONCE PIPES ARE FILLED WITH WATER.4. PRIOR TO OPERATION, FLUSH ALL LINES OFACCUMULATED DEBRIS.5. TEST ALL HYDRAULIC LINES AND FITTINGS FOR LEAKS.REPAIR IF NECESSARY AND FLUSH CLEAN.6. ALL CUSTOM WATER DEVICES, ETC. MUST BE PROPERLYINSTALLED AND ADJUSTED FOR PROPER PERFORMANCE.7. VERIFY PROPER INCOMING WATER PRESSURE BEFORESTART-UP.FOR PROPER SPLASH PAD OPERATION MAINTAIN,THE FOLLOWING WATER CHEMISTRY:1. pH BALANCE: 7.2-7.82. FREE CHLORINE RESIDUAL: 3.0-5.0 ppm3. TOTAL DISSOLVED SOLIDS: LESS THEN 1000ppm4. CALCIUM HARDNESS: 200-400 1500ppm5. TOTAL ALKALINITY: 80-180ppm AS CALCIUMCARBONATE6. FILTRATION TURNOVER RATE: 30 MINSHOLDING TANK WATER SHALL BE FREE OF COLIFORMBACTERIA CONTAMINATION.CAST IN PLACE CONCRETE NOTES:1. DESIGN CODE: ACI 318 LATEST EDITION.2. VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, &REINFORCEMENT REQUIREMENTS FOR CONCRETE SLAB.3. MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS:TYPE STRENGTH LOCATIONA Fc'=3,000PSI FOOTINGSB Fc'=4,000PSI POOL SLABS,WALL, AND EXTERIOR CONCRETE EXPOSED TO FREEZINGTEMPS W/5% TO 7% AIR ENTRAINMENT.4. REINFORCING STEEL:4a) DEFORMED BARS-ASTM A615 GRADE 60KSI.5. PLACE ALL ITEMS PER APPROVED SHOP DWGS. ANDAPPROVED CONCRETE MIX DESIGNS.6. PROVIDE CONCRETE COVER PER ACI 318.7. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOMFINISH.GENERAL FOUNDATION AND CAST IN PLACE CONCRETE NOTES:1. DESIGN CODES ACI 318 AND "ACI DETAILING MANUAL".LATEST EDITION.2. ALL FOOTINGS ARE CENTERED UNDER WALLS ABOVE, U.N.O.3. ALL FOOTING ELEVATIONS SHOWN ARE TO TOP OF FOOTING.4. PROVIDE ALL ACCESSORIES AND SUPPORTS NECESSARY TOSECURE REINFORCING STEEL PER "ACI DETAILING MANUAL" NOOTHER METHODS OR MATERIALS WILL BE ACCEPTABLE.5. PROVIDE PLASTIC CHAIRS AND BAR SUPPORTS IN ALLAREAS OF EXPOSED CONCRETE.6. PROVIDE CONCRETE PROTECTION FOR ALLREINFORCEMENT AS PER ACI 318, SECTION 7.7REQUIREMENTS FOR CAST IN PLACE CONCRETE:6a) CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH: 3"6b) CONCRETE EXPOSED TO EARTH OR WEATHER:#5 BARS AND SMALLER: 112"#6 BARS AND LARGER: 2"6c) CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND: SLABS, WALLS, ANDJOISTS (#3 TO #11 BARS): 34" BEAMS, GIRDERS ANDCOLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPSOR SPIRALS: 112"7. CROSS REFERENCE AQUATIXH. AND STRUCTURAL DWGS.TO ENSURE CORRECT LOCATIONS AND PLACEMENT OFALL ANCHOR BOLTS, INSERTS, ETC.8. CAST DOWELS IN FTG. FOR CONCRETE WALLS ABOVE. DOWELSTO BE SAME QTY. SIZE AND SPA. AS THE VERT. WALLREINFORCEMENT. DOWELS ARE TO PROJECT FROM FTGS. TOPROVIDE THE LAP SPLICES INDICATED BELOW, U.N.O. PROVIDE90° STANDARD HOOK IN FREE STANDING WALL FTG. DOWELS.WALL FTG. DOWELS ARE STRAIGHT, U.N.O.9. ALL HORIZONTAL REINFORCING BARS AT OUTSIDE FACEOF WALLS SHALL BE BENT AT WALL CORNERS OR ATINTERSECTING WALLS AND SHALL LAP TO INTERSECTINGREINFORCING AS INDICATED BELOW. SEPARATE BENT BARDOWELS OF THE SAME SIZE AND SPA. AS THE HORIZONTAL WALLREINFORCING AND LAPPED AS INDICATED BELOW MAY BE USEDINSTEAD.10. LAP SPLICES AT ALL REINFORCING IN ALL CAST INPLACE CONCRETE SHALL BE AS FOLLOW, U.N.O.#4 BAR=24" #7 BAR=42"#5 BAR=30" #8 BAR=48"#6 BAR=36" #9 BAR=54"11. UNLESS NOTED OTHERWISE ON DWGS. PROVIDEADDITIONAL REINFORCING ALL AROUND CONCRETEWALL AND SLAB OPENINGS EQUAL TO THE INTERRUPTEDREINFORCING IN EACH DIRECTION AND EACH FACE MIN.ONE (1) BAR ALL AROUND FOR EACH LAYER OFREINFORCING). EXTEND BARS BEYOND EDGE OFOPENINGS EQUAL TO LAP LENGTH INDICATED ABOVE.ADD ONE (1) #4x4'-0" DIAG. BAR CENTERED ON EACHCORNER (ONE (1) PER EACH LAYER OFREINFORCEMENT).12. EXPANSION JOINT TO BE EVERY 20' x 20'.13. SAW CUT JOINT TO BE EVERY 10' x 10'.14. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOMFINISH.1. CONTROL PANELS1a) A CLASS "A" GROUND FAULT CIRCUIT INTERRUPTERMUST BE INSTALLED IN ALL BRANCH CIRCUITSSUPPLYING EQUIPMENT IN THE EQUIPMENT ROOM.1b) THE NATIONAL ELECTRICAL CODE REQUIRES CLEARSPACE AROUND INSTALLED ELECTRICAL PANELS FORSAFETY AND MAINTENANCE. THE INSTALLER SHALLVERIFY THAT EACH PANEL INSTALLATION IS COMPLIANTWITH THE N.E.C. AND LOCAL ELECTRICAL CODES.2. BONDING2a) ALL METALLIC PIPING AND CONDUIT SYSTEMSASSOCIATED WITH THE SPLASH PAD MUST BEBONDED TO THE EQUIPMENT GROUNDING CONDUCTOROF THE BRANCH CIRCUIT SUPPLYING ELECTRICALPOWER TO THE SPLASH PAD.2b)ALL STAINLESS STEEL STRUCTURES REQUIRE BONDING PER NEC ANDLOCAL CODES.2c) ALL REQUIRED BONDING TO BE APPROVED BY LOCAL JURISDICTIONINSPECTOR PRIOR TO PLACING CONCRETE.3. GROUNDING3a) THE FOLLOWING EQUIPMENT MUST BE GROUNDED:-ALL ELECTRICAL EQUIPMENT IN THE SPLASH PAD.-ALL ELECTRICAL RECIRCULATING SYSTEM EQUIPMENT.-ALL PANELBOARDS THAT SUPPLY ANY ELECTRICAL EQUIPMENT ASSOCIATED WITH THE SPLASH PAD.4. CONDUITS4a) THE CONDUIT SYSTEM MUST BE WATERTIGHT FROMTHE CONTROL PANEL TO THE WATER FEATURE/POOLS.PRESSURE TEST CONDUIT WITH 5 PSI (MIN.) TO 15 PSI(MAX.), VERIFY WITH APPLICABLE CODES, FOR 30MINUTES WITHOUT ANY PRESSURE DROP. IF REQUIREDREPAIR ANY LEAKS AND RE-TEST.4b) ALL CONDUITS EXPOSED TO MOISTURE MUST BE OFA CORROSION RESISTANT MATERIAL SUCH AS REDBRASS.5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NFPA70, NATIONAL ELECTRICAL CODE 2008 EDITION THAT ISINCORPORATED BY REFERENCE.REMOVE ALL EXISTING FILL SOILS AND ANY SILTY SANDS(INCLUDING NATURALLY DEPOSITED SOILS). SOILS EXPOSED IN THEEXCAVATION BOTTOM SHOULD CONSIST OF NATURAL COARSEALLUVIAL SANDS (SP OR SP-SM). SOILS EXPOSED IN THEEXCAVATION BOTTOM SHOULD BE THOROUGHLY SURFACECOMPACTED. FILL PLACED IN THE EXCAVATION SHOULD CONSISTOF NON-FROST SUSCEPTIBLE SANDS HAVING 5% OR LESS PARTICLES(BY WEIGHT) FINER THAN THE #200 SIEVE AND 40% OR LESSPARTICLES FINER THAN THE #40 SIEVE. FILL SHOULD BE COMPACTEDTO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUMDRY DENSITY (ASTM: D698). REMOVE ALL BACKFILL THAT DOES NOTCONFORM TO MATERIAL SPECIFICATION (SP OR SP-SMCLASSIFICATION) OR MEET COMPACTION REQUIREMENTS.CONSULT SOILS REPORT OR TESTING LABORATORY AS NECESSARY.1.SITE CONDITIONS: THE SITE MUST BE ACCESSIBLE TO LARGE, HEAVYTRUCKS. FREE OF ITEMS LIKE TREES, OVERHEAD WIRES, ANDBUILDINGS. THAT COULD INTERFERE WITH DELIVERY OR INSTALLATIONAND ALLOWS TRUCKS TO WITHIN 3 TO 8 FEET OF PLACEMENTEXCAVATION.2.EXCAVATION: EXCAVATION SHOULD BE APPROXIMATELY18" MINIMUM LARGER THAN TANK SIZE TO ALLOW FOR ADEQUATEBACK FILL. THIS MAY VARY WITH SOIL CONDITIONS. EXCAVATIONBELOW THE TANK CENTER TO BE 2" LOWER TO PREVENT UNDUEPRESSURE AT CENTER OF TANK.3.BEDDING: PROPER USE OF BEDDING MATERIAL IS IMPORTANT TOENSURE SERVICE LIFE OF TANK STRUCTURE. BEDDING MUST BECAPABLE OF BEARING THE WEIGHT OF THE TANK AND CONTENTS.BEDDING MATERIAL SHALL HAVE THE ABILITY OF 100% TO BE ABLETO PASS THROUGH A 12" SCREEN MADE UP OF SAND OR GRAVEL(CLEAN PEA STONE PREFERRED). BEDDING THICKNESS SHALL BE A4" MINIMUM COMPACTED (THICKNESS MAY VARY WITH EXISTINGSOIL CONDITIONS). THE CENTER BEDDING UNDER THE TANK SHOULDBE 1" LOWER THEN THE PERIMETER BEDDING.4.WATER TABLE:TANKS BEING PLACED WHERE WATER LEVELS CANPOTENTIALLY BE HIGHER THAN THE ELEVATION OF THE TANK COVER,MUST BE BROUGHT TO THE ATTENTION OF AQUATIX ADDITIONALINSTALLATION INSTRUCTIONS SUCH AS BALLAST AND COATING MAYBE REQUIRED.5.BACKFILL: SIDEWALLS REQUIRE BACKFILL WHICH 100% SHALL PASSA 2" SCREEN MATERIAL MADE UP OF DRY SOIL, SAND, OR GRAVEL.MINIMUM 12" ALL SIDES OF THE TANK-FROM BASE TO TOP. NOPARALLEL BACKFILLING OR COMPACTION ALONG THE LENGTHOF SIDEWALLS IS PERMITTED. NO WHEEL OR TACK LOADINGSIDEWALLS. MATERIAL ON TOP OF TANK TO PASS 4" SCREEN & DRY.6.COVER MATERIAL: COVER MATERIAL SHALL BE DRY SOIL,SAND, OR GRAVEL MATERIAL THAT HAS THE ABILITY OF 100% TO BEABLE TO PASS THROUGH A 4" SCREEN. COVER MATERIALS SHALL BEMOUNDED OVER TANK AND AROUND RISERS TO DIRECT RUN-OFFAWAY FROM STORAGE TANK.7.WATER EVACUATE: FILTRATION PUMP MAY BE USED TO EVACUATEWATER FROM STORAGE TANK TO APPROVED WASTE CONNECTIONIN EVENT OF WATER CONTAMINATION. TANK SHALL BETHOROUGHLY CLEANED AND SANITIZED PRIOR TO RE-FILLING.CONFIRM INSPECTION WITH YOUR LOCAL HEALTH DEPARTMENTRE-FILLING STORAGE TANK & RE-STARTING THE SYSTEM.8.TANK STANDARD: TANK TO BE MANUFACTURED TO ASTMC-913 AND C-1227 STANDARDS. ALL SEAMS AND PIPEPENTRATIONS TO BE WATER TIGHT.1. INSTALLER SHALL FIELD VERIFY ALL DIMENSIONS ANDELEVATIONS. ANY CHANGES OR REVISIONS TO THE DRAWINGSAFTER THE DRAWINGS HAVE BEEN APPROVED IS THERESPONSIBILITY OF THE INSTALLING PARTY.2. IT IS THE INSTALLERS RESPONSIBILITY TO LOCATE ALLUTILITIES AND ALL OTHER FACILITIES ABOVE AND BELOWGRADE PRIOR TO PERFORMING ANY WORK.3. DURING THE COURSE OF CONSTRUCTION, THE INSTALLERSHALL MAINTAIN AN ACCURATE RECORD OF ALL ELEVATIONSAND CHANGES OF THE APPROVED WORK AND DOCUMENTTHE ACTUAL INSTALLATION ON A SET OF REPRODUCIBLEDRAWINGS.4. IT IS RECOMMENDED THAT A LIGHTENING DETECTION DEVICEBE INSTALLED INTO THE SPLASH PAD SYSTEM.5. IT IS RECOMMENDED THAT A VALIDATED UV SYSTEM BEINSTALLED INTO THE SPLASH PAD SYSTEM.6. THE BACKFLOW PREVENTER ON THE WATER MAKE-UP LINESHALL INCLUDE A PRESSURE REDUCING VALVE ANDPRESSURE GAUGE. THE INSTALLER MUST SET THE INCOMINGCOLD WATER LINE PRESSURE BELOW 30 PSI BEFORE INITIALSPLASH PAD START-UP.7. ALL COMPONENTS OF THE FILTRATION AND RECIRCULATIONSYSTEM MUST BE NSF APPROVED.8. ELEVATIONS AND CENTER LINES ARE FOR REFERENCEPURPOSES ONLY. IT IS THE INSTALLERS RESPONSIBILITY TODETERMINE AND VERIFY ACTUAL CENTER LINES, LOCATIONS,AND ELEVATIONS.9. ALL MECHANICAL INSTALLATION WORK SHALL BECOMPLETED IN A WORKMAN LIKE MANNER ACCORDING TOSTANDARD INDUSTRY PRACTICE AND WARRANTED.10. EQUIPMENT SUPPLIER SHALL WARRANTY ALL PRODUCTSAGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OFTWELVE (12) MONTHS FROM DATE OF INSTALLATION.11. IF PRODUCT AND ASSOCIATED MECHANICAL SYSTEM (SUPPLYLINE, DRAIN LINE, HEADER, PUMP, FILTER, ETC.) REQUIRESWINTERIZATION, IT IS TO BE PERFORMED BY EITHER AQUALIFIED CONTRACTOR OR QUALIFIED MAINTENANCEPERSONNEL TRAINED IN PROPER WINTERIZATION PROCEDURES.12. THERE MUST BE NO DIRECT PHYSICAL CONNECTIONBETWEEN THE SEWER SYSTEM AND ANY DRAIN FROM THESPLASH PAD OR RECIRCULATION SYSTEM.13. SIGNAGE MUST BE PROVIDED IN ACCORDANCE WITH LOCALAND STATE USER SANITATION AND SAFETY CODES.14. THE OWNER IS RESPONSIBLE FOR DESIGNATING A PERSONTO OPERATE AND MAINTAIN THE SPLASH PAD AND ALLRELATED FACILITIES AND EQUIPMENT IN ACCORDANCE WITHLOCAL AND STATE OPERATION AND MAINTENANCE CODES.15. A RECORD OF THE SPLASH PAD'S OPERATION ANDROUTINE MAINTENANCE MUST BE KEPT BY THE DESIGNATEDOPERATOR IN ACCORDANCE WITH LOCAL AND STATE CODES.16. TOILETS, SHOWERS, DRINKING FOUNTAINS, AND DRESSINGROOMS MUST BE CONVENIENTLY AVAILABLE TO POOLPATRONS IN ACCORDANCE WITH LOCAL AND STATE CODES.1. PIPING IS DRAWN FOR CLARITY AND DOES NOTNECESSARILY INDICATE EXACT ROUTING. CONTRACTOR SHALLINSTALL PIPING WITH AS FEW CHANGES IN DIRECTION ANDELEVATION AS JOB SITE CONDITIONS WILL ALLOW.2. ALL PIPE AND FITTINGS RECOMMENDED TO BE SCH 80 PVC(SCH 40 ACCEPTABLE). INSTALLER RESPONSIBLE FOR ALLPIPE, PIPE FITTINGS, FLANGES, GASKETS, ELBOWS, ANDHARDWARE TO CONNECT ALL EQUIPMENT TO OPERATEPROPERLY.3. MINIMIZE THE USE OF 90°ELBOWS ON PUMP SUCTION LINES.MAINTAIN 10 TIMES PIPE DIAMETER OF STRAIGHT PIPE ONPUMP SUCTION LINE BEFORE PUMP.4. ALL NON-DRAIN PIPING MUST BE PRESSURE TESTED PRIORTO BACKFILLING. WATER TESTING LINES AT 30 PSI FOR (1)HOUR WITH NO PRESSURE DROP IS THE PREFERRED METHODOF TESTING. ISOLATE ALL PIPING APPURTENANCES FROM THEPRESSURE OF THIS TEST, AS THEY ARE NOT DESIGNED FORHIGH PRESSURE OPERATION AND DAMAGE MAY OCCUR. ALLTEST FAILURES SHALL BE CORRECTED.**WARNING: NOT INTENDED FOR USE WITH COMPRESSED AIROR GAS. THIS PRODUCT IS ONLY TO BE USED FOR ITSINTENDED PURPOSE.**5. ALL DISCHARGE, SUCTION, AND DRAIN LINES MUST HAVE AMEANS FOR DRAINAGE SUPPLIED BY THE GENERALCONTRACTOR FOR WINTERIZATION.6. SUCTION LINE VELOCITY NOT TO EXCEED 6 FT/SEC.7. SUPPLY LINE VELOCITY NOT TO EXCEED 8 FT/SEC.8. GRAVITY DRAIN LINE VELOCITY NOT TO EXCEED3.0 FT/SEC.9. DRAINAGE GRATING VELOCITY NOT TO EXCEED 1.5 FT/SEC.10. PROVIDE ALL PIPE AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURE RECOMMENDATIONS AND APPLICABLE CODESAND REGULATIONS.11. SUPPORT ALL PIPE LINES INDIVIDUALLY, EACH BRANCHHAVING AT LEAST ONE HANGER. IF NOT SPECIFICALLY NOTED, PROVIDEVERTICAL AND LATERAL SUPPORT FOR ALL PIPING AND EQUIPMENT.12. PIPE SHALL BE INDEPENDENTLY SUPPORTED OF ALL PUMPSAND EQUIPMENT.13. PROTECT PLASTIC PIPE IN STEEL SUPPORT BRACKETS.14. SIZE HANGERS PROPERLY TO FIT AROUND PIPES AND SIZEHANGER RODS, SCREWS, BOLTS, NUTS, ETC. ACCORDING TOMANUFACTURES SIZING CHARTS.15. SPACE HANGERS FOR HORIZONTAL PIPES AT MAXIMUM 4FTFOR 1" PIPE AND UNDER, 5FT FOR 2" UNDER, 7FT FOR 4"UNDER, 9FT FOR 6" UNDER, 10FT FOR 8" UNDER, 11FT FOR10" UNDER AND 12FT FOR 12" OR LARGER.16. DO NOT USE WIRE OR OTHER MAKESHIFT DEVICES FORHANGERS OR SUPPORT.1. (32) WATERPLAY FEATURES (SEE GENERAL SPLASH PAD DATA)2. FILTRATION SYSTEM SKID COMPONENTS:2a)(1) FILTER PUMP - PENTAIR INTELLIFLO,MODEL# INTELLIFLO3 HP,230V, 1Ø 16.0AMP-120 GPM@60'TDH2b) (1) SAND FILTER - PENTAIR TRITON C,MODEL #TR-140-C, COMM. RATING: 141GPM EA2c) (13) 50LBS. OF SAND - HIGH RATE SAND FILTERSAND, SUPERIOR POOLS, PART #AAA-2002d) (6) 50LBS. OF GRAVLE - HIGH RATE SAND FILTERGRAVLE, SUPERIOR POOLS, PART #AAA-2062e) (1) MULTIPORT VALVE - PENTAIR 2" MULTIPORTVALVE WITH SIGHT GLASS, MODEL #2610552f) (1) AUTOMATIC CHEMICAL CONTROLLER - CATCONTROLS 110V, 5AMP INCLUDES LIQUID ACID PUMP2g) (1) FLOW METER - H2FLOW CONTROLS - 3"PIPE, MODEL # FV-32h) (1) ELECTRICAL PANEL - UL LISTED, PRE-TESTED2i) (2) CHEMICAL STORAGE - CHEMICAL STORAGEBY OTHERS2j) (2) PERISTALTIC PUMP - STENNER: MODEL #45M52k) (1) UV SYSTEM AND CONTROL PANEL - HAYWARD, HYDRORITE MODEL #HYR150L4, 133GPM, 120V/3AMP3. FEATURE SKID SYSTEM COMPONENTS:3a) (1) FEATURE PUMP -PENTAIR EQ SERIES, MODEL# EQ-7507.5 HP, 230V, 1Ø 30.4AMP-430GPM@50'TDH3b) (1) HEADER - 6" DIA PREFABRICATED DISTRIBUTION MANIFOLD,EACH SUPPLY LINE TO HAVE INDIVIDUAL MANUAL CONTROLVALVES.3c) (1) UV SYSTEM AND CONTROL PANEL - EVOQUA, BARRIER Ti MODEL #Ti4200-8. 506 GPM MAX, 120V/20AMP4. TANK AND TANK COMPONENTS:4a) (1) UNDERGROUND RESERVOIR - PRECASTCONCRETE TANK LOCKABLE HATCH ANDLADDER (2,700 GALLON WORKING CAPACITY-3,000 TOTAL CAPACITY) SEE SHEET 1/12 AND 12/12.***TANK TO BE PREPLUMBED AND OUTFITTED***4b) (1) SUMP PUMP - FLOTEC SUMP PUMP, 115V,15AMPS, W/ J-BOX FOR ELECTRICAL CONDUIT, LOCATED WITHIN TANK. MODEL #FPSE3200A4c) (1) SKIMMER - AQUATIX. LLC FLOATING SKIMMERW/INTAKE HOSE.4d) (1) WATER LEVEL CONTROL VALVE - MECHANICAL HUDSON FLOAT VALVE (1" LINE)MCMASTER CARR - 46585K144e) (1) FILTRATION RETURN PLUMBING LOOP- 3" PVC PIPE W/ (10) 34" DISCHARGE PORTSFACING DOWN INTO TANK(SEE DRAWING 12 FOR DETAILS)5. MISCELLANEOUS COMPONENTS:5a) (1) AQUAVATOR - PVC STRUCTURE W/ A TOUCH SENSOR(2 WIRE PROXIMITY SWITCH, 22AWG, 10-36VDC LOWVOLTAGE) TO ACTIVATE THE FEATURE PUMP FOR A SETDURATION OF TIME.5b) (4) COLLECTOR BOX - 18" PVC SUMP W/FRPGRATE TOP, NOMINAL CAPACITY OF 250 GPM.5c) (1) 3" WASTE VALVE BOX - FIBERGLASS BURIAL HOUSING TO CONTAIN A 3" ACTUATED BUTTERFLYVALVE (115V, 0.50 amps) THAT WILL ACTIVATE WHEN THESYSTEM IS NOT OPERATING TO ALLOW WATER (SUCH AS RAIN)THAT ACCUMULATES IN THE COLLECTOR BOX TO DRAIN TOWASTE.**REFER TO MANUFACTURER INSTRUCTIONS ON WIRINGREQUIREMENTS.***** ALL MECHANICAL SKID SYSTEMS TO BE PROVIDED BY SPLASH PAD MANUFACTURE TO BE PRE-PLUMBED, PRE-WIRED AND FULLY TESTED. ***NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EASHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comGENERAL INFORMATION1221180440NONE CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF NOTE:ALL CONCRETE SLOPES TO BE 18"/FT MIN1.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.2. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEEINDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.3. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASHPAD TO BE FIELD DETERMINED BY OTHERS. ALLDIMENSIONS OF SIZE AND SHAPE OF SPLASHPAD FOR REFERENCE ONLY.4. INDICATES SAW CUT JOINT5. INDICATES EXPANSION JOINT6. THE INTENT OF A SPLASH PAD IS TO BE A DRYDECK WITH NO STANDING WATER. THE WATER ISTO BE CONTAINED WITHIN THE PERIMETER OFTHE SPLASH PAD AND ALL WATER IS TO DRAININTO THE DRAINAGE BOX. THE CONCRETE ISTO BE FORMED AND SLOPED TO ACCOMMODATETHIS DRAIN PATTERN.7. UNDER NO CIRCUMSTANCES SHALL THESURROUNDING HARDSCAPE AREA BE SLOPED TOALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK.8. ALL CONCRETE SURFACES TO HAVE A MEDIUMBROOM FINISH.9. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MINFOR GRANULAR FILL.10. EXPANSION JOINT TO BE EVERY 20'x20'.11. SAW CUT JOINT TO BE EVERY 10'x10'.12. COORDINATE EXPANSION JOINT AND SAW CUTLOCATIONS WITH PLAY EQUIPMENT LOCATIONS.13. SEE SHEET 4 OF 12 FOR SPLASH PAD LAYOUT.14. SEE SHEET 5 OF 12 FOR CONCRETE LAYOUT.15. DRAWINGS ARE FOR DESIGN/LAYOUT PURPOSESONLY. PLEASE SEE AQUATIC RECREATIONCOMPANY PROPOSAL FOR INCLUDED STRUCTURES,EQUIPMENT, SERVICES, AND EXCLUSIONS.17. INDICATES SPLASH ZONE.18. SPLASH ZONES ARE APPROXIMATE. ACTUALSPLASH ZONE MAY VARY BASED ON VARIOUSENVIRONMENTAL CONDITIONS, FLOW RATES,SLOPE OF THE SPLASH PAD, SUBMERGENCEDEPTH AND WIND.SITE LAYOUT ASSUMES NO STRONGPREVAILING WINDS FROM ANYSPECIFIC DIRECTION. PLEASE ADVISEAQUATIX AS SOON AS POSSIBLE IF WINDCONDITIONS MAY EFFECT PRODUCT SPRAYZONES.NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**115234566678910111111121212121212121213131314141616161655714SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSITE PLAN1231180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 55'-9" SPLASH PAD65'-9" OVERALL5'-0" TYP.APRON49'-7" SPLASH PAD59'-7" OVERALL3'-0"5'-0"8'-0"12'-0"13'-0"16'-0"21'-0"2'-0"4'-0"7'-0"9'-0"14'-0"24'-0"6'-9"9'-9"12'-9"13'-9"15'-2"24'-9"7'-0"8'-0"11'-0"12'-0"18'-8"20'-0"14'-9"5'-7"6'-7"7'-7"8'-3"12'-7"13'-7"16'-7"17'-7"18'-7"20'-7"22'-7"6'-9"4'-9"8'-9"13'-9"14'-9"15'-9"21'-9"22'-9"23'-9"24'-9"26'-9"4'-0"6'-0"12'-0"14'-0"17'-0"23'-0"24'-0"26'-0"27'-0"3'-7"8'-7"8'-4"11'-7"12'-7"13'-7"15'-7"18'-7"19'-7"20'-7"16'-0"115234566678910111111121212121212121213131314141616161655714NOTE:ALL CONCRETE SLOPES TO BE 18"/FT MIN1.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.2. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEEINDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.3. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASHPAD TO BE FIELD DETERMINED BY OTHERS. ALLDIMENSIONS OF SIZE AND SHAPE OF SPLASHPAD FOR REFERENCE ONLY.4. INDICATES SAW CUT JOINT5. INDICATES EXPANSION JOINT6. THE INTENT OF A SPLASH PAD IS TO BE A DRYDECK WITH NO STANDING WATER. THE WATER ISTO BE CONTAINED WITHIN THE PERIMETER OFTHE SPLASH PAD AND ALL WATER IS TO DRAININTO THE DRAINAGE BOX. THE CONCRETE ISTO BE FORMED AND SLOPED TO ACCOMMODATETHIS DRAIN PATTERN.7. UNDER NO CIRCUMSTANCES SHALL THESURROUNDING HARDSCAPE AREA BE SLOPED TOALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK.8. ALL CONCRETE SURFACES TO HAVE A MEDIUMBROOM FINISH.9. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MINFOR GRANULAR FILL.10. EXPANSION JOINT TO BE EVERY 20'x20'.11. SAW CUT JOINT TO BE EVERY 10'x10'.12. COORDINATE EXPANSION JOINT AND SAW CUTLOCATIONS WITH PLAY EQUIPMENT LOCATIONS.13. SEE SHEET 4 OF 12 FOR SPLASH PAD LAYOUT.14. SEE SHEET 5 OF 12 FOR CONCRETE LAYOUT.15. DRAWINGS ARE FOR DESIGN/LAYOUT PURPOSESONLY. PLEASE SEE AQUATIC RECREATIONCOMPANY PROPOSAL FOR INCLUDED STRUCTURES,EQUIPMENT, SERVICES, AND EXCLUSIONS.17. INDICATES SPLASH ZONE.18. SPLASH ZONES ARE APPROXIMATE. ACTUALSPLASH ZONE MAY VARY BASED ON VARIOUSENVIRONMENTAL CONDITIONS, FLOW RATES,SLOPE OF THE SPLASH PAD, SUBMERGENCEDEPTH AND WIND.NO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSPLASH PAD LAYOUT1241180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF SEE PAGE 7 OF 12FOR SECTION DETAILSNOTE:1. ALL CONCRETE SLOPES TO BE 18"/FT MIN.2.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A FLAT/LEVELSURFACE FOR PROPER INSTALLATION. SEE INDIVIDUAL STRUCTUREMOUNTING INSTALLATION INSTRUCTIONS.4. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACHPRODUCT.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TOBE FIELD DETERMINED BY OTHERS. ALL DIMENSIONS OFSIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. INDICATES SAW CUT JOINT7. INDICATES EXPANSION JOINT8. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NOSTANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THEPERIMETER OF THE SPLASH PAD AND ALL WATER IS TO DRAIN INTOTHE COLLECTOR BOX(S). THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THIS DRAIN PATTERN.9. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHINDESIGNATED SPLASH PAD DECK. UNDER NO CIRCUMSTANCESSHOULD SLOPE OF SPLASH PAD ALLOW WATER TO DRAIN OFF PAD10. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDINGHARDSCAPE AREA BE SLOPED TO ALLOW WATER TO BE DRAINEDINTO THE SPLASH PAD DECK11. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.12. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MIN FORGRANULAR FILL13. EXPANSION JOINT TO BE EVERY 20'x20'.14. SAW CUT JOINT TO BE EVERY 10'x10'.15. COORDINATE EXPANSION JOINT AND SAW CUT LOCATIONS WITHPLAY EQUIPMENT LOCATIONS.IMPORTANT: SEE NOTE #8CONCERNING SPLASHPAD SLOPE2747EXPANSION JOINT (SEENOTE 7)SAW CUT JOINT (SEENOTE 6)SLOPE FINISHED SPLASH PAD SURFACETO DRAINS (SEE NOTE 2)PERIMETER OF SPLASH PAD(SEE NOTE 2)37SLOPESLOPE SLOPE SLOPESLOPE SLOPESLOPESLOPESLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLO PESLO PESLOPESLOPESLO PESLOPE17SLOPESLO PESLOPESLOPESLOPESLOPESLOPESLOPESLOPE SLOPESLOPE SLOPE THIS EDGE IS TO BE THE SAMEELEVATION AS THE PERIMETEROF THE SPLASH PADSHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCONCRETE PLAN1251180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF EDGE OF SPLASHPAD (TYP)EDGE OF CONCRETEAPRON (TYP)EXPANSION JOINT (TYP)SAW CUT JOINT (TYP)55'-9" SPLASH PAD65'-9" OVERALL49'-7" SPLASH PAD59'-7" OVERALL5'-0" MIN APRON AROUNDSPLASH PAD AREA (SEE NOTE 2)THIS EDGE IS TO BE THE SAMEELEVATION AS THE PERIMETEROF THE PAD17'-11"20'-0"17'-11"10'-0"10'-0"10'-0"14'-10"20'-0"14'-10"10'-0"10'-0"10'-0"SEE PAGE 7 OF 12FOR SECTION DETAILSNOTE:1. ALL CONCRETE SLOPES TO BE 18"/FT MIN.2.SITE ELEVATIONS OF SPLASH PAD AND CONCRETEAPRON TO BE VERIFIED BY OTHERS.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A FLAT/LEVELSURFACE FOR PROPER INSTALLATION. SEE INDIVIDUAL STRUCTUREMOUNTING INSTALLATION INSTRUCTIONS.4. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACHPRODUCT.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TOBE FIELD DETERMINED BY OTHERS. ALL DIMENSIONS OFSIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. INDICATES SAW CUT JOINT7. INDICATES EXPANSION JOINT8. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NOSTANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THEPERIMETER OF THE SPLASH PAD AND ALL WATER IS TO DRAIN INTOTHE COLLECTOR BOX(S). THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THIS DRAIN PATTERN.9. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHINDESIGNATED SPLASH PAD DECK. UNDER NO CIRCUMSTANCESSHOULD SLOPE OF SPLASH PAD ALLOW WATER TO DRAIN OFF PAD10. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDINGHARDSCAPE AREA BE SLOPED TO ALLOW WATER TO BE DRAINEDINTO THE SPLASH PAD DECK11. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.12. SUB-CUT EXCAVATION UNDER SPLASH PAD 18" MIN FORGRANULAR FILL13. EXPANSION JOINT TO BE EVERY 20'x20'.14. SAW CUT JOINT TO BE EVERY 10'x10'.15. COORDINATE EXPANSION JOINT AND SAW CUT LOCATIONS WITHPLAY EQUIPMENT LOCATIONS.IMPORTANT: SEE NOTE #8CONCERNING SPLASHPAD SLOPESHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comCONCRETE FORM1261180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 1'-0"5"MIN. 5" 4000 PSI CONC.W/REINFORCEMENT PERNOTE 12SEE NOTE 13 FOR MINGRAN. FILLMIN. SLOPE1/8"/FT1'-4"8"1'-4" -FIELD VERIFY LOCATION AND ELEVATIONS OF JOINTS. CONTRACTOR MAY SUBMIT NEW LOCATIONS FOR APPROVAL -DIAGRAMMATIC ONLYCAULKED 1/2"EXPANSION JOINTMIN. 5" 4000PSI CONC.W/REINFORCEMENT PERNOTE 12WATER STOPSEE NOTE 13 FORMIN. GRAN. FILL#5 REBAR DOWELS2' LG @ 1-0" O.C.PVC SLEEVE,CAP END12" JOINT FILLER5"MIN. 5" 4000 PSI CONC.W/REINFORCEMENT PERNOTE 12SEE NOTE 13 FOR MIN. GRAN. FILLSAW CUT JOINT NOTE: -FIELD VERIFY LOCATION AND ELEVATIONS OF JOINTS. CONTRACTOR MAY SUBMIT NEW LOCATIONS FOR APPROVAL -DIAGRAMMATIC ONLYNOTE:1. ALL SUB-BASE MATERIALS BY OTHERS, CONTRACTOR CAN ASSUME SITE TO BELEVEL TO ROUGH GRADE WITH COMPACTED FILL, COMPACTION TEST BY OTHERS.2. CONCRETE TO BE THICKENED AT ALL PRODUCT INSTALLATION LOCATIONS (BOTHEMBED AND ABOVE GROUND STRUCTURES). REFER TO INSTALLATION DRAWINGSFOR EACH PRODUCT.3. ALL CONCRETE SLOPES TO BE 1/8"/FT MIN.4.SITE ELEVATIONS OF SPLASH PAD AND CONCRETE APRON TO BE VERIFIEDBY OTHERS. AQUATIX™ ELEVATION REFERENCE IS 0.00 FOR TOP OF COLLECTOR BOXAND TOP OF GRADE AT UNDERGROUND STORAGE TANK.5. ACTUAL SIZE, SHAPE, AND LOCATION OF SPLASH PAD TO BE FIELD DETERMINED BYOTHERS. ALL DIMENSIONS OF SIZE AND SHAPE OF SPLASH PAD FOR REFERENCE ONLY.6. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NO STANDING WATER,THE WATER IS TO BE CONTAINED WITHIN THE PERIMETER OF THE SPLASH PAD AND ALLWATER IS TO DRAIN INTO COLLECTOR BOX. THE CONCRETE IS TO BE FORMEDAND SLOPED TO ACCOMMODATE THE DRAIN PATTERN.7. ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHIN DESIGNATED SPLASHPAD DECK. UNDER NO CIRCUMSTANCES SHOULD SLOPE OF SPLASH PAD OR SLOPE OF SURROUNDING AREA ALLOW WATER TO DRAIN OFF PAD.NOTE: (CONTINUED)8. UNDER NO CIRCUMSTANCES SHALL THE SURROUNDING HARDSCAPEAREA BE SLOPED TO ALLOW WATER TO BE DRAINED INTO THE SPLASHPAD DECK9. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.10.COORDINATE EXACT LOCATION OF SAW CUTS AND EXPANSION JOINTSWITH PLAY EQUIPMENT LOCATIONS.11.VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, & REINFORCEMENTREQUIREMENTS FOR CONCRETE SLAB.12.CONCRETE REINFORCEMENT TO BE #4 REBAR @ 12" O.C. EACH WAY OR EQUIVALENT WELDED WIRE MESH (W6 ON 4"X4" SPACING OR W10 ON6"X6" SPACING)13.18" OF GRANULAR FILL RECOMMENDED, OR AS SOIL CONDITIONS AND/ORLOCAL CODE REQUIRES WITH A MINIMUM OF 2500 PSF SOIL BEARING CAPACITY14.THERE IS TO BE A MINIMUM OF 6" OF GRANULAR FILL AROUND ALL PIPING4MIL VAPOR BARRIER5'-0" MINAPRON,TYP.SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPECOLLECTOR BOXCOLLECTOR BOXSEA CRAWLER (TYP)AQUAFLIERCAT TAIL SPRAYWATER WIND MILLDRAGONFLIERCAT TAIL SPRAYWATER TOWERAQUAROCK LARGE (TYP)REEDSBUBBLER(TYP)AQUAROCK SMALL (TYP)3'-4"DRAIN TO WASTE ENCLOSUREDRAIN TO WASTE VALVEDRAIN TO WASTEVALVE ACTUATOR2'-0" VALVEEXTENSION2" VALVESHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSECTION AND DETAILSCONCRETE1271180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF NOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITFEATURE SUPPLY LINES, SEE SCHEDULEFOR SIZES1152345666789101111111212121212121212131313141416161616557141" DOMESTIC WATERMAKE-UP LINE3" FILTRATION DISCHARGE2" HEADER BYPASS LINEFEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPSYSTEM CONTROL PANELFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMP1" FUNNEL TWIST SUPPLY (TYP)1 12" FUNNEL TWIST MANIFOLD1 12" SUPPLY TO FUNNEL TWIST MANIFOLD1 12" SUPPLY TO ARCH JETMANIFOLD1 12" ARCH JET SUPPLY MANIFOLD1' ARCH JET SUPPLY (TYP)1" BUBBLER SUPPLY (TYP)3" SUPPLY TO BUBBLER MANIFOLD3" BUBBLER MANIFOLDFEATURE UV SYSTEM AND CONTROLLERNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comSUPPLY PIPING PLAN1281180440AS NOTED CTSADDED UV FOR FEATURE SYSTEM REVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA 3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 1152345666789101111111212121212121212131313141416161616557142" SUMP PUMP GRAVITY DISCHARGE LINEAIR GAP REQUIRED, NO DIRECT CONNECTION3" OVERFLOW GRAVITY LINE AIR GAPREQUIRED, NO DIRECT CONNECTION3" GRAVITY DRAIN TO WASTEAIR GAP REQUIREDNO DIRECT CONNECTION6" GRAVITY DRAINLINE FROM COLLECTORBOX TO TANK (TYP)2" SKIMMER SUCTION LINE3" FILTER PUMP SUCTION LINE6" FEATURE PUMP SUCTION LINE6" FILTER BACKWASH DRAIN TO WASTE.AIR GAP REQUIRED, NO DIRECTCONNECTION1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)FEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMP1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)1/8" / FTSLOPE (TYP)2" COLLECTOR BOX BOTTOM DRAINTO 3" MAIN DRAIN TO WASTE VALVEDRAIN LINE (TYP)SYSTEM CONTROL PANELFEATURE UV SYSTEM AND CONTROLLERNOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comDRAIN PIPING PLAN1291180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF AQUAVATOR ACTIVATION BOLLARD:2 WIRE PRESSURE SWITCH,22 AWG, 12-36VDC LOW VOLTAGE(LOCATED ON SPLASH PAD)115234566678910111111121212121212121213131314141616161655714INCOMING POWER SUPPLYPROVIDED BY OTHERS: (1) FEED @ 208V, 1Ø,60hz, 60amps(1) FEED @ 120V, 1Ø,60hz, 30 amps ALL FEEDS GFCI PROTECTEDUNDERGROUND STORAGE TANK(SEE SHEET 12) -2,700 GAL WORKING VOLUME -WATER MAKE-UP LINE -OVERFLOW GRAVITY DRAIN -WATER LEVEL CONTROL -AIR VENT -WHITE OR NATURAL CONCRETE BOTTOM -FLOATING SKIMMER -SUMP PUMP -FILTRATION LOOPDRAIN TO WASTE VALVE BOX:ACTUATED (BUTTERFLY) VALVE,POWER TO OPEN, POWER TOCLOSE (115v), LOCATED OFFOF SPLASH PAD. REFER TOMANUFACTURERS INSTRUCTIONSON WIRING REQUIREMENTS.EQUIPMENT ROOM :-(1) INTELIFLO3 FILTRATION PUMP, 3 HP, 1Ø, 230V, 16.0 amps,120 GPM @ 60 FT/HD-(1) SAND FILTER, 7.06 SQ. FT.@141 GPM-(1) SYSTEM ELECTRICAL PANEL-(1) CAT-2000 CHEMICAL CONTROLLER oRP/pH, 110V, 5 amps W 2 /LIQUID CHEMICAL PUMPS-(1) UV SYSTEM AND CONTROL PANEL - HAYWARD, MODEL #HYR150L, 133GPM, 120V/3AMP-(1) EQ SERIES EQ-750, W/ STRAINER POT 7.5 HP, 1Ø, 230V, 30.4 amps, 430 GPM @ 50 FT HD-(1) 6" FABRICATED SCH. 80 PVC DISTRIBUTION MANIFOLDSUMP PUMP, 120v, 15 amps,OWNER TO PROVIDE GFI PROTECTEDOUTLET IN EQUIPMENT ROOMFEATURE SYSTEMDISTRIBUTION HEADERACID TANK AND PUMPFILTRATION SYSTEMCHEMICAL CONTROLLERFILTRATION UV SYSTEM AND CONTROLLERCHLORINE TANK AND PUMPSYSTEM CONTROL PANELFEATURE UV SYSTEM AND CONTROLLERNOTE:1. ALL SUPPLY AND DRAIN LINES TO SLOPE18"/FT AWAY FROM SPLASH PAD.2. GRAVITY DRAIN LINE VELOCITY NOT TOEXCEED 3.0 FT/SEC.3. SURFACE MOUNTED STRUCTURES MAY REQUIRE AFLAT/LEVEL SURFACE FOR PROPER INSTALLATION.SEE INDIVIDUAL STRUCTURE MOUNTINGINSTALLATION INSTRUCTIONS.4. ALL PIPING SHOULD BE SCH 80 PVC.5. ALL LINES FROM PIPE MANIFOLDS TOFEATURES SHOULD NOT BE CROSSED.6. ANY REQUIRED BACKFLOW DEVICE ORWATER METER ON THE CITY WATER MAINSHALL BE PROVIDED BY OWNER.7. EXACT ROUTING OF PIPING TO BEDETERMINED BY INSTALLING CONTRACTOR.8. INCOMING FRESH WATER SUPPLY TO BEPROVIDED WITH AN APPROVED REGULATORSET TO 25-30PSI IN ACCORDANCE WITHLOCAL AND STATE CODES.(VERIFY LINE SIZE W/ MUNICIPALITY PRIORTO CONSTRUCTION.)LEGENDACTUATED VALVEFLOW DIRECTIONMANUAL VALVESUCTION LINEDRAIN LINESUPPLY LINEELECTRICAL CONDUITNO PRODUCT QTY LINE SIZE GPM1AQUAFLIER 1 1" 102DRAGONFLIER 1 1" 103LEAFCROWN 1 1 12"154AQUALOGS 1 1" 65 AQUAROCK LARGE 3 1" EA 10EA6 AQUAROCK SMALL 3 1" EA 10EA7CAT TAIL SPRAY 2 1 12"EA 10EA8 REEDS 1 (3) 1" 109 WATER TOWER 1 (2) 112"5010 WATER WIND MILL 1 1 12"2511 ARCH JET 3 1" EA 10EA12 BUBBLER 8 1" EA 10EA13 FUNNEL TWIST 3 1" EA 5EA14 SEA CRAWLER 3 1" EA 5EA15 AQUAVATOR 1 -- --16 COLLECTOR BOX 4 -- --STRAINER REQUIRED ON SUPPLY LINE**SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comELECTRICAL PLAN12101180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA 3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF NOTE: 1. ALL GRAVITY DRAIN LINES TO SLOPE 1/8"/FT AWAY FROM SPLASH PAD. 2. GRAVITY DRAIN LINE VELOCITY NOT TO EXCEED 3.0 FT/SEC. 3. REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACH PRODUCT. 4. LOCATION AND SIZE OF UNDERGROUND STORAGE TANK NOT TO SCALE. 5. ALL PIPING BETWEEN COLLECTOR BOXES, UNDERGROUND STORAGE TANK, AND OPERATING SYSTEM SHOULD BE SCH 80 PVC. 6. ALL LINES FROM PIPE MANIFOLDS TO FEATURES SHOULD NOT BE CROSSED. 7. ANY REQUIRED BACKFLOW DEVICE OR WATER METER ON THE CITY WATER MAIN SHALL BE PROVIDED BY OTHERS. 8. EXACT ROUTING OF PIPING TO BE DETERMINED BY CONTRACTOR. 9. UNDERGROUND STORAGE TANK AND ALL EQUIPMENT MUST BE SECURE TO PREVENT UNAUTHORIZED ACCESS.10. INDICATES FLOW DIRECTION.EQUIPMENT ROOM:-(1) INTELIFLO3, 3HP, 1Ø, 230V, 16.0 AMPS, 120 GPM @ 60 FT/HD-(1) HIGH RATE STAND FILTER W/MULTI-PORT VALVE, 7.06 SQ. FT.@141GPM-(1) SYSTEM ELECTRICAL PANEL-(1) CHEMICAL CONTROLLER oRP/pH, 230V, 10amps-(1) CHLORINE SYSTEM (PERSTALIC PUMP, TANK BY OTHERS)-(1) PH ADJUSTING SYSTEM (PERSTALIC PUMP, TANK BY OTHERS)-(1) UV SYSTEM HAYWARD #HYR150L, 133 GPM, 120V/3AMP-(1) EQ SERIES EQ-750, 7.5HP, 1Ø, 230V, 30.4 amps, 430 GPM @ 50 FT HD-(1) 6" FABRICATED SCH. 80 PVC DISTRIBUTION MANIFOLD-(1) UV SYSTEM EVOQUA #Ti4200-8, 506 GPM MAX, 120V/20AMPUV SYSTEMPUMP W/ STRAINERPUMP W/ STRAINERSAND FILTERPH/ORP PROBESCHLORINE PUMP (TANK BY OTHERS) 1DHGFE1111BCAMAIN CONTROL PANEL111PH/ORP CONTROLLER3 HP 230/60/1PH FILTRATION 7.5 HP 230/60/1PH FEATURE Ph PUMP (TANK BY OTHERS) FLOW SWITCH 1JK1FLOW METERFEATURE SUPPLY PIPEELECTRICAL CONDUITFEATURE SUCTION PIPE3"3" FILTRATION SUCTION FROM TANK3"2" SKIMMER SUCTION FROM TANK2"ELECTRICAL CONDUIT TO DRAIN TO WASTE VALVE3" FILTRATION DISCHARGETO TANK3"MANUAL VALVE FORFEATURE FLOWCONTROL (TYP)3" HEADER BYPASSLINE TO UNDERGROUNDSTORAGE TANKCFEATURE SUPPLY LINES (TYP)SEE PRODUCT LIST FOR QUANTITIESAND LINE SIZES8" FEATURE SUPPLYHEADER1/4"FILTRATION SYSTEM230V/60HZ/3PH/60AMPINCOMING POWER6" FEATURE PUMPSUCTION LINEH6"1" HEADER WINTERIZATIONDRAIN/BLOWOUT PORTFEATURE SKID1/4"ACID SYSTEMFJKBAEHD1/4"6" FILTER BACKWASHDRAIN TO WASTE W/AIR GAP1/4"CHLORINE SYSTEMHH120V/60HZ/1PH/30AMPINCOMING POWERSTRAINERSSEE PRODUCT LIST FORPRODUCTS REQUIRING STRAINERSELECTRICAL CONDUIT TO AQUAVATORUV SYSTEMUVCONTROLLERUVCONTROLLER120V/60HZ/1PH/20AMPINCOMING POWER1" DOMESTIC WATER MAKE-UP LINEACID TANK AND PUMPFILTRATION SYSTEMCHLORINE TANK AND PUMP3" FILTER PUMP RETURN LINE2" HEADER BYPASS LINE6" FEATURE SUCTION LINEFEATURE SUPPLY LINESTO SPLASH PAD WATERPLAY FEATURES (SEESHEET 7/12 FOR SIZES)FEATURE SYSTEMCONTROL PANEL3' CLEAR SPACE IN FRONT OFCONTROL PANEL PER NEC CODE6" GRAVITY DRAIN LINEFROM COLLECTOR BOX3" DRAIN TO WASTEAIR GAP REQUIREDNO DIRECT CONNECTIONCHEMICAL CONTROLLERWATER STORAGE TANK3" TANK GRAVITY OVERFLOW LINEAIR GAP REQUIRED NO DIRECT CONNECTION2" SUMP PUMP GRAVITY DISCHARGE LINEAIR GAP REQUIRED NO DIRECT CONNECTION6" BACKWASH LINE TO WASTEFILTRATION UV SYSTEM AND CONTROL PANEL2" SKIMMER SUCTION LINE3" FILTER PUMP SUCTION LINEFEATURE SUPPLY HEADERFEATURE UV SYSTEMAND CONTROL PANELSHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comMECHANICAL PLAN12111180440AS NOTED CTSADDED UV FOR FEATURE SYSTEMREVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF 3" FILTRATION RETURN PLUMBINGLOOP WITH (16)-3/4" DISCHARGEPORTS FACING DOWN WARD3/4" ELECTRICAL CONDUITPORT (2" BOOT)2" SUMP PUMPGRAVITY DISCHARGE2" SKIMMER3" TANK GRAVITYOVERFLOW16'-8" OVERALL LENGTH15'-8" INTERNAL LENGTH6"6"3" FILTRATION SUCTION6" COLLECTORBOX RETURN1'-6"2'-6"6" FEATURE SUCTIONS1" DOMESTIC WATERMAKE-UP (2" BOOT)7'-4"INTERNAL WIDTH8'-4"OVERALL WIDTH2'-0"4'-2"4'-2"3" FILTRATION RETURN1'-0"2'-0"3'-0"3'-6"8'-4"2" BYPASS LINE2'-5"2'-5"6"1'-6"2'-0"3'-6"4'-6"3'-4"APPROXWATERLEVELMANHOLE WITH24" x 24" LOCKABLEHATCHBEDDING OF PEA STONEOR SAND PER TANKMANUFACTURERSPECIFICATIONS, TYP.5'-4"OVERALL HGT4'-4"INTERNAL HEIGHT8"4"ELBOWS VERTICALCENTERLINESEE FOOT VALVEINSTALLATIONFILTRATION RETURNPLUMBING LOOPGRADE0.00FTTOP OF TANK-1.00FTFILTRATION RETURN-4.67FTFEATURE BYPASS-3.92FTFEATURE AND FILTER SUCTIONS-3.92FTBOTTOM OF TANK-6.33FTCOLLECTOR BOX RETURN-2.25FTDOMESTIC WATER MAKE-UP-2.00FTSUMP PUMP GRAVITY DISCHARGEELECTRICAL CONDUIT PORT-2.17FTMECHANICAL WATER LEVELCONTROL CONNECTED TOFRESH WATER MAKE UPTANK GRAVITY OVERFLOW-2.48FTSKIMMER SUCTION-2.17FT3"2'-8"SEE DWGSA-10113FOR VALVEASSEMBLYLOCATEWINTERIZATIONPLUG ON ELBOWSVERTICALCENTERLINE4"FIELDVERIFY5'-0"CENTER LINE OFPUMP IMPELLEROPERATING WATERLEVELDISTANCE BETWEEN OPERATINGWATER LEVEL AND CENTER LINEOF PUMP IMPELLER NOT TOEXCEED 60"SHEET TITLEOFJOB NOSCALE DRAWNNO. REVISIONDATEDWG. FILE DATECHECKEDJOB TITLELOCATION1101 MCKINLEY PARKWAYDELANO, MN 55328877-632-0503Local 952-445-5135aquatix.playlsi.comLAYOUTMECHANICAL ENCLOSURE121211804401/2"=1'-0" CTSADDED UV FOR FEATURE SYSTEM REVISED PER EXISTING MECHANICAL ROOM BOXOUTSRELEASE FOR APPROVALCBA3/3/256/3/249/8/251174511-RE 5/28/24SPLASH PADSTORY MILL PARKBOZEMAN, MTDocusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF Technical Data Sheet BARRIERTM TI UV Disinfection System DS-BARRIER_TI-EN-0524 BarrierTM Ti UV System Certification/Approvals: UL 1081, NSF-50 Crypto, FCC, FDA, CE, UKCA Features Standard Chamber Specification Lamp Life 16,000 hours Lamp design TWISTLOK™ Quick Release, Enhanced Safety, Low Pressure Amalgam Lamp Lamp and Wiper Access Single Ended Access Operating Pressure 3.5 Bar / 50 PSI Monitoring Validated UV Sensor PT100 Temp Sensor Variable Lamp Power 60-100% Connection Type EN1092 / ASME B16.5 Material of Construction Titanium + PP Quartz Type High Purity Quartz Sleeves Chamber Orientation Horizontal & Vertical Chamber Mounting Fixing Brackets Branch Orientation Adjustable (U / Z Shape) Cleaning Clean in Place (CIP) ports Optional Manual Wiper System (TI-2200-8 & TI-4200-8 only) Vent Port Yes Drain Port Yes Seal Material EPDM Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF UV System TI-1200-4 TI-2200-8 TI-4200-8 Number of Lamps 1 2 4 Connection Size (mm/inch) DN 50 / 2” DN 100 / 4” DN 100 / 4” Power Consumption (W) 130 - 220 265 - 440 530 - 880 Chamber Weight (Dry) (kg / lbs) 7.5 / 16.5 23 / 50.7 24 / 55.1 Chamber Weight (Wet) (kg / lbs) 16.0 / 35.3 57.4 / 126.5 57.1 / 125.9 Panel Weight (kg / lbs) 12.5 / 27.6 15.5 / 34.2 19 / 41.9 Max Flows per NSF (m3/h / GPM) 30 / 132 75 / 330 115 / 506 Features Standard Control Panel Specification Material Epoxy Coated Mild steel - RAL 7035 Control Type Microprocessor Power supply Electronic Ballast Ingress Protection IP54 / NEMA 12 Ventilation Forced Air Cooling (excl. TI-1200-4) Interface Spectra Membrane Communication MODBUS (RS-422 / RS-485) Protection GFCI Distribution Breaker (NOT SUPPLIED) Operating Temperature Max Working Ambient +45°C / 113°F Digital Inputs 2 Selectable Digital Outputs 2 Selectable Analogue Inputs 1 Selectable Supply Voltage 120-240V (50/60Hz) Cable Length Standard 6 m / 20 ft Optional 10 m / 30 ft & 15 m / 50 ft available Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF Unit 1A Hawleys Lane, Warrington, WA2 8JP, UK +44 300 124 0500 www.evoqua.com Twistlok and Barrier are trademarks of Evoqua Water Technologies LLC, its subsidiaries or affiliates, in some countries. All information presented herein is believed reliable and in accordance with accepted engineering practices. Evoqua makes no warranties as to the completeness of this information. Users are responsible for evaluating individual product suitability for specific applications. Evoqua assumes no liability whatsoever for any special, indirect or consequential damages arising from the sale, resale, or misuse of its products. © 2024 Evoqua Water Technologies Subject to change without notice. DS-BARRIER_TI-EN-DS-0524 UV System TI-1200-4 TI-2200-8 TI-4200-8 Chamber Dimensions A (mm / inches) 89 / 3.5 128 / 5.0 128 / 5.0 B (mm / inches) 900 / 35.4 845 / 33.3 845 / 33.3 C (mm / inches) 235 / 9.3 360 / 14.2 360 / 14.2 D (mm / inches) 1057 / 41.6 1073 / 42.2 1073 / 42.2 E (mm / inches) 1160 / 45.7 1160 / 45.7 1160 / 45.7 F (mm / inches) 159 / 6.3 236 / 9.3 236 / 9.3 G (mm / inches) 760 / 29.9 630 / 24.8 630 / 24.8 H (mm / inches) 145 / 5.7 210 / 8.3 210 / 8.3 I (mm / inches) 1151 / 45.3 1163 / 45.8 1163 / 45.8 J (mm / inches) 134 / 5.3 197 / 7.8 197 / 7.8 K (mm / inches) 266 / 10.5 374 / 14.7 374 / 14.7 Panel Dimensions H (mm / inches) W (mm / inches) D (mm / inches) 400 / 15.7 400 / 15.7 200 / 7.9 400 / 15.7 400 / 15.7 200 / 7.9 400 / 15.7 400 / 15.7 200 / 7.9 Docusign Envelope ID: 866DF4F9-CFC2-4FA1-9325-89E27C1C99EF