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HomeMy WebLinkAboutPlansPROJECT TEAM: CLIENT: BATTLEMENT MESA PARKS AND REC. 111 Monument Circle Suite 1600 Indianapolis, IN 46204 Ph: 812.243.1917 AQUATIC CONSULTANT: COLORADO POOL DESIGNS 13301 W. 43rd Drive, Unit 10 Golden, CO 80403 Ph: 720.693.8146 PROJECT INFORMATION NO SCALE PROJECT ADDRESS: BUILDING CODES: 2021 International Swimming Pool and Spa Code (ISPSC) 398 Arroyo Drive BAttlement Mesa, CO 81635 2021 International Building Code (IBC) 2023 Pikes Peak Regional Building Department (PPRBD) 2021 International Mechanical Code (IMC) 2021 International Plumbing Code (IPC) 2021 International Fuel & Gas Code (IFGC) 2020 National Electrical Code (NEC) 2021 International Energy Conservation Code (IECC) ANSI/APSP/ICC-7 2013 "American Standards for Suction Entrapment Avoidance" Sheet List Sheet Number Sheet Name SP100 TITLE SHEET & GENERAL NOTES SP101 SPA AREA PLAN SP103 SPA PLAN, DATA & EQUIPMENT ROOM SP200 POOL & SPA SECTIONS SP201 CONSTRUCTION DETAILS SP300 SPA PIPE SCHEMATICS SP301 SPA PIPING DETAILS SP400 SPA DEPTH MARKER PLANS & DETAILS SP401 SPA BONDING PLAN & DETAILS SP500 SPA 3D RENDERINGS 1. CONSTRUCTION OF THE SPA HEREIN IS BY THE POOL CONTRACTOR. SCOPE OF WORK INCLUDES, BUT NOT LIMITED TO, EXCAVATION, OFF -SITE REMOVAL OF ALL EXCAVATED SPOILS, FRAMING/BRACING, TRENCHING, BACKFILL, PLUMBING, UNDERWATER LIGHTS, REBAR, BONDING/GROUNDING, ELECTRICAL, SHOTCRETE, TILE, COPING, PLASTER, HANDRAILS, ANCHORS, DEPTH MARKERS, HANDICAP LIFT, CAULKING, POOL SAFETY SIGNAGE, SAFETY MAINTENANCE & EMERGENCY EQUIPMENT. 2. SPA EQUIPMENT TO INCLUDE, BUT NOT LIMITED TO ITEMS LISTED ON SP103 UNLESS NOTED OTHERWISE. 3. POOL ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL AND CONNECTIONS FROM POOL PANEL TO POOL EQUIPMENT. POOL PANEL AND ALL BREAKERS BY GENERAL CONTRACTOR. 4. HVAC AND MECHANICAL AT POOL EQUIPMENT ROOM (INCLUDING BUT NOT LIMITED TO: DUCTWORK, COMBUSTION AIR, VENTILATION, GAS, FRESH WATER SUPPLY AND BACKFLOW PREVENTER) SHALL BE PROVIDED, INSTALLED AND CONNECTED BY GENERAL CONTRACTOR. 5. REFER TO GENERAL NOTES ON THIS SHEET FOR ADDITIONAL INFORMATION. POOL CONTRACTOR SCOPE 2 NO SCALE 1. THESE DRAWINGS REPRESENT THE DESIGN INTENT TO ACCOMMODATE THE OWNER'S REQUIRED PROGRAMMING. THE CONTRACTOR SHALL NOT MAKE ASSUMPTIONS, ANY DISCREPANCIES WITHIN THESE DOCUMENTS OR SPECIFICATIONS MUST BE PRESENTED TO THE ARCHITECT/OWNER FOR CLARIFICATION. 2. POOL CONTRACTOR WILL BE FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION DOCUMENTS. INCLUDING, BUT NOT LIMITED TO, ALL SUBMERGED SUCTION OUTLETS. 3. DRAWINGS SHALL INCORPORATE ALL GOVERNING CODES/REGULATIONS. CONTRACTOR WILL BUILD PER THESE DRAWINGS BUT MUST VERIFY DRAWINGS AND ALL WORK ARE CODE COMPLIANT. 4. POOL CONTRACTOR MUST REVIEW CONSTRUCTION DOCUMENTS FROM ALL OTHER TRADES INVOLVED IN THE PROJECT AND COORDINATE AS NEEDED TO DELIVER A FULLY FUNCTIONAL END PRODUCT. 5. POOL DECK SHALL BE NON SLIP FINISH, SLOPE DECK TOWARDS DECK DRAINS A MINIMUM 2 INCHES PER 10 FEET. POOL DECK & DECK DRAINAGE SYSTEM IS FULLY FURNISHED & INSTALLED BY GENERAL CONTRACTOR. ALL SURFACE WATER SHALL DRAIN AWAY FROM SPA TO DECK DRAINAGE SYSTEM, STANDING WATER IS NOT PERMITTED OR ACCEPTABLE. 6. END PRODUCT MUST CONFORM TO ALL APPLICABLE HEALTH & BUILDING CODES. 7. POOL & GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED APPLICABLE PERMITS & INSPECTIONS. 8. ALL NECESSARY SITE PREPARATION, ROUGH GRADING, POOL/SPA LOCATIONS AND BENCHMARK/ELEVATIONS ARE BY GENERAL CONTRACTOR. 9. HVAC AND MECHANICAL AT POOL AREAS AND POOL EQUIPMENT ROOMS (INCLUDING BUT NOT LIMITED TO, DUCTWORK, COMBUSTION AIR, VENTILATION, GAS SUPPLY LINES, SANITARY BACKWASH LINE, FRESH WATER SUPPLY & BACKFLOW PREVENTER) SHALL BE PROVIDED, INSTALLED AND CONNECTED BY GENERAL CONTRACTOR. 10. POOL ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL AND CONNECTIONS FROM THE POOL PANEL TO POOL EQUIPMENT; MAIN POOL ELECTRICAL PANEL, SUB PANELS, ALL BREAKERS & DISCONNECTS BY GENERAL CONTRACTOR. 11. ELECTRICAL INSPECTION SHALL APPROVE GROUNDING/BONDING OF POOL/SPA REBAR & ALL FIXTURES/EMBEDMENTS AS WELL AS ALL CONDUITS PRIOR TO POURING CONCRETE/APPLYING SHOTCRETE. 12. UNDERWATER LIGHT NICHES ARE PROVIDED & INSTALLED BY THE POOL CONTRACTOR PRIOR TO SHOTCRETE. POOL ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL ALL REQUIRED CONDUITS FROM LIGHT NICHES TO RESPECTIVE JUNCTION BOXES WHICH ARE PROVIDED BY GC. ALL BONDING/GROUNDING AND WIRING (INCL: LIGHTS, HANDRAIL ANCHORS, ADA LIFT ANCHORS, REINFORCING STEEL, ETC.) IS COMPLETED BY POOL ELECTRICAL CONTRACTOR. 13. POOL BACKWASH SUMP & UNDERGROUND PIPING TO SANITARY BY GENERAL CONTRACTOR. 14. A SUFFICIENT QUANTITY OF HOSE BIBS W/ BACKFLOW PREVENTERS SHALL BE PROVIDED AT THE SPA DECK. ALL AREAS OF THE SPA DECK MUST BE ADEQUATELY REACH BY A MAXIMUM HOSE LENGTH OF 150 FEET. ALL HOSE BIBS & SUPPLY PIPE FULLY FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 15. GENERAL CONTRACTOR MUST INSTALL A MIN. 1/2 INCH EXPANSION JOINT BETWEEN POOL WALLS AND CONCRETE DECK. EXPANSION JOINT TO BE FINISHED WITH A CONTINUOUS BEAD OF POLYURETHANE MARINE GRADE SEALANT, 3M 5200 OR EQUAL. COLOR SELECTED BY ARCH. 16. SPA AREA TO BE FULLY ENCLOSED BY WALL/FENCE WITH SELF CLOSING & LATCHING GATES/DOORS AS REQUIRED BY CODE. POOL BARRIER PROVIDED & INSTALLED BY GENERAL CONTRACTOR. 17. EMERGENCY SHUT OFF BUTTONS "EPO" SHALL BE PROVIDED AND INSTALLED BY POOL CONTRACTOR. EPO IS TO BE INSTALLED PER ADA & NEC SECTION 680, NOT LESS THAN 5 FEET FROM THE WATERS EDGE AND IN AN OBVIOUS AND READILY ACCESSIBLE LOCATION WITHIN FULL VIEW OF THE SPA. EPO SHALL DISABLE ALL SPA PUMPS WHEN DEPRESSED AND SOUND AN AUDIBLE ALARM AND OR VISUAL LIGHT, AS REQUIRED BY AHJ. 18. POOL CONTRACTOR SHALL FURNISH & INSTALL A 15 MIN. PUSH BUTTON TIMER FOR THE SPA JET PUMP SYSTEM. JET TIMER MUST BE INSTALLED PER NEC SECTION 680, NOT LESS THAN 5 FEET FROM THE WATERS EDGE. LOCATED WHERE BATHERS ENTER/EXIT THE SPA AND LABELED "SPA JET TIMER". 19. POOL CONTRACTOR SHALL COORDINATE ALL SPA WALL MOUNTED TIMERS, BUTTONS, SWITCHES, ETC. SO TO FALL WITHIN THE TILE WAINSCOT OR ABOVE SO NOT TO INTERRUPT THE TOP LINE OF TILE. ALL TIMERS, BUTTONS, CONTROLS ACCESSIBLE TO PUBLIC MUST BE INSTALLED PER ADA REQUIREMENTS. 20. ALL DECK LIGHTING FURNISHED & INSTALLED BY GENERAL CONTRACTOR. 21. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. PLANS & DETAILS ARE TO SCALE UNLESS NOTED OTHERWISE. WHILE DRAWING SCALE IS ASSUMED TO BE RELIABLE, ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED BY THE AQUATIC DESIGNER. CONTRACTOR MUST CONSULT THE AQUATIC DESIGNER OR ARCHITECT FOR DIMENSIONAL VERIFICATION. CONTRACTOR MUST NOTIFY THE ARCHITECT OR AQUATIC DESIGNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 1. ALL SUBMERGED SUCTION OUTLETS MUST BE ANSI/APSP-16 2011, "APSP 7" CERTIFIED. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL SUBMERGED SUCTION OUTLETS ARE FULLY COMPLIANT WITH ANSI/APASP-16 2011, "APSP 7" AND PROVIDING ALL NECESSARY DOCUMENTATION. INCLUDING, DRAIN COVERS, SUMP DESIGN AND SUCTION VELOCITIES. 2. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL POOL PIPE, FITTINGS AND VALVES SHALL BE TYPE 1, SCHEDULE 40 PVC PER ASTM D1785 & NSF 14 OR NSF 61-G LISTED AS SUITABLE FOR POTABLE WATER. • USE WELD -ON P-70 PRIMER • USE WELD -ON 711 SOLVENT GLUE 3. PIPING TO & FROM POOL HEATER OR HEAT EXCHANGER TO BE CPVC PIPE & FITTINGS. ALL CPVC PIPE & FITTINGS MUST COMPLY WITH ASTM D2846. 4. PIPE ROUTING SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS. 5. POOL PIPING TO BE INSTALLED TO MINIMIZE TOTAL DYNAMIC HEAD PRESSURE. 6. ALL POOL PIPING MUST BE PRESSURE TESTED (MIN. 25 PSI) FOR AT LEAST 24 HRS. PRIOR TO CONCEALING. DROP PRESSURE TO 10 PSI WHEN CONCEALING AND/OR APPLYING SHOTCRETE TO ENSURE PIPES DO NOT GET COMPROMISED DURING PROCESS. 7. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL EARTHWORK, UNDERDRAIN & BACKFILL REQUIREMENTS, ETC. 8. POOL DECK DRAINAGE IS BY OTHERS REFER TO LANDSCAPE DRAWINGS. 9. FLEXIBLE HOSE/PIPE IS NOT ACCEPTABLE. 10. PIPING MUST HAVE ADEQUATE FREEZE PROTECTION WHEN APPLICABLE. 11. ALL PIPING SHALL CONFORM TO APPLICABLE UPC/IPC (UNIFORM PLUMBING CODE/INTERNATIONAL PLUMBING CODE - RESOLUTION 144-2016). 12. ALL PIPING WITHIN POOL EQUIPMENT ROOM MUST BE RUN OVER HEAD. PIPING INSTALLED ON FLOORS TO CREATE TRIPPING HAZARDS WILL NOT BE ACCEPTABLE. aPOOL PIPING NOTES 4 NO SCALE 1. REFER TO PLUMBING PLANS; PLUMBING/MECHANICAL CONTRACTOR TO PROVIDE; • FLOOR DRAINAGE IN POOL EQUIPMENT ROOM • ALL REQUIRED COMBUSTION AIR & VENTING FOR POOL & SPA HEATERS • ALL REQUIRED FRESH AIR INTAKE & VENTING IN POOL EQUIPMENT ROOM • POOL EQUIPMENT ROOM HEATING SYSTEM. • FRESH WATER SUPPLY LINE W/ BACKFLOW PREVENTION FOR POOL AUTO FILL SYSTEM • PROVIDE INDEPENDENT VENTILATION SYSTEM FOR CHEMICAL STORAGE ROOM. VENTILATION SYSTEM INCLUDING BUT NOT LIMITED TO FAN/BLOWER & DUCT WORK, MUST BE CORROSION RESISTANT AND EXHAUST AS REQUIRED BY CODE. 2. ALL PLUMBING SHALL BE INSTALLED PER APPLICABLE CODE REQUIREMENTS. POOL MECHANICAL NOTES 5 NO SCALE 1. ALL WIRING TO CONFORM TO THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND STATE/COUNTY/CITY ELECTRICAL CODES. 2. THE SPA STRUCTURES, SPA DECKS, SPA EQUIPMENT, EMBEDS, AND ALL OTHER APPLICABLE ITEMS HEREIN SHALL BE GROUNDED & BONDED PER NEC SECTION 680. SPECIAL INSPECTION: ALL BONDING MUST BE INSPECTED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO PLACEMENT OF ANY CONCRETE. 3. ALL CONDUIT, BONDING & GROUNDING INSTALLED BY LICENSED ELECTRICAL CONTRACTOR. 4. ALL CONDUIT INTEGRAL TO THE SPA STRUCTURE MUST BE WATERTIGHT I.E. LIGHT & SENSOR CONDUITS. 5. ALL MOTORS MUST BE GFCI PROTECTED AS REQUIRED BY NEC. 6. CONTRACTOR TO COORDINATE & VERIFY WITH SHOP DRAWINGS PROVIDED BY THE POOL & SPA MANUFACTURE. 7. WIRING FOR LINE VOLTAGE IS NOT PERMITTED UNDER THE SPA OR WITHIN 5 FEET HORIZONTALLY OF THE SPA WALL. 8. SPA SERVICE RECEPTACLES MUST BE INSTALLED AT LEAST 6 FEET FROM THE WATERS EDGE AND HAVE GFCI PROTECTION. ALL OUTDOOR 15A & 20A, 125V OR 240V RECEPTACLES MUST BE GFCI PROTECTED. 9. ALL SWITCHES, TIMERS, BUTTONS, ETC. MUST BE AT LEAST 5 FEET HORIZONTALLY FROM THE WATERS EDGE. 10. AN EQUIPOTENTIAL BONDING GRID MUST EXTEND 3 FEET HORIZONTALLY BEYOND THE WATERS EDGE OF THE SPA AS REQUIRED BY NEC SECTION 680.26 11. A MINIMUM CONDUCTIVE SURFACE OF 9 SQ IN. MUST BE INSTALLED IN CONTACT WITH THE POOL/SPA WATER. THIS WATER BOND IS PERMITTED TO CONSIST OF METAL PARTS THAT REQUIRE TO BE BONDED IN NEC 680.26(B). POOL ELECTRICAL NOTES 6 NO SCALE 1. CONTRACTOR SHALL VERIFY ALL WORK IS IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES. 2. GENERAL CONTRACTOR & POOL CONTRACTOR ARE BOTH RESPONSIBLE FOR VERIFYING ALL WORK HEREIN CONFORMS TO THE PROJECT GEOTECHNICAL REPORT. PROJECT GEOTECHNICAL ENGINEER MUST PERFORM AN OPEN HOLE OBSERVATION ONCE THE POOL HAS BEEN FULLY EXCAVATED TO VERIFY SOIL CONDITIONS. 3. CONTRACTOR MUST VERIFY THE LOCATION OF ANY EXISTING BUILDING FOUNDATIONS AND UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR SPA CONSTRUCTION. ANY ADJACENT BUILDING FOOTINGS SHALL BE AT OR BELOW THE BOTTOM OF THE SPA SHELL AND AT A DISTANCE SPECIFIED BY THE BUILDING STRUCTURAL ENGINEER (ANY FOOTING WITHIN 3FT OF POOL/SPA SHELL MUST BE VERIFIED BY BUILDING STRUCTURAL ENGINEER). 4. ALL DIMENSIONS AND DETAILS HEREIN MUST BE REVIEWED AND APPROVED BY PROJECT ARCHITECT AND CONTRACTOR OF RECORD FOR CONFORMITY TO ALL APPLICABLE BUILDING CODES AND CONSTRUCTABILITY. CONTRACTOR OF RECORD IS RESPONSIBLE FOR MANAGING THE CONSTRUCTION AND VERIFYING ALL WORK IS COMPLETED PER THESE PLANS AND DETAILS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TO REPORT ANY DISCREPANCIES TO COLORADO POOL DESIGNS. 5. STEEL REINFORCING FOR THE SPA STRUCTURES SHALL BE ASTM GRADE 60 AND IN ACCORDANCE WITH THE ACI DETAILING MANUAL OF STANDARD PRACTICE. UNLESS SPECIFICALLY NOTED OTHERWISE, STEEL REINFORCEMENT SHALL BE INSTALLED PER CHAPTER 25 AND SECTION 26.6 OF ACI 318-19. 6. ALL STEEL REINFORCING SPLICES & DOWEL PROJECTIONS SHALL BE LAPPED BY A MINIMUM 42 BAR DIAMETERS AS FOLLOWS (WHICHEVER IS GREATER) AND SHALL NOT EVER BE LESS THAN 24": SIZE MIN. OVERLAP #3-#5 32INCHES #647 48INCHES 7. UNLESS SPECIFICALLY NOTED OTHERWISE, INSTALL REBAR IN CENTER OF WALLS & SLABS. 8. CONCRETE SHALL BE PNEUMATICALLY APPLIED MORTAR "SHOTCRETE" CLASSED AS GRADE "A" CONCRETE SUBJECT TO LOCAL CODE REGULATIONS AND ACI 506.2-13 SHOTCRETE SPECIFICATIONS. POOL & SPA STRUCTURES ARE TO BE CONSTRUCTED MONOLITHICALLY; COLD JOINTS ARE NOT PERMITTED. SPECIAL INSPECTIONS: 1. AQUATIC CONSULTANT AND/OR PROJECT STRUCTURAL ENGINEER OF RECORD MUST INSPECT ALL POOL/SPA REBAR PRIOR TO PLACEMENT OF ANY CONCRETE. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIRD PARTY TESTING OF POOL CONCRETE AND PROVIDE 7 DAY, 14 DAY & 28 DAY BREAK TEST RESULTS TO COLORADO POOL DESIGNS. 9. SHOTCRETE SHALL BE TYPE V CEMENT COMPOSED OF: • 8 1/2 SACKS OF CEMENT • 30% PEA GRAVEL • 70% SAND • AIR ENTRAINMENT: 8% PRIOR TO PUMPING WITH +/- 1.5 TOLERANCE • 2-5 OZ. OF WATER REDUCING ADMIXTURE • 10% WATER • 2"-4" SLUMP (FOR SHORT DISTANCES) • 4,500 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS 10. COLD WEATHER CONDITIONS: WHEN AMBIENT AIR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT DURING THE PLACEMENT OF CONCRETE, CONTRACTOR MUST FOLLOW ACI 306R PROVISIONS. 11. HOT WEATHER CONDITIONS: WHEN AMBIENT AIR TEMPERATURES EXCEED 90 DEGREES FAHRENHEIT DURING THE PLACEMENT OF CONCRETE, CONTRACTOR MUST FOLLOW ACI 305 PROVISIONS. 12. CURING: A. PROTECT FRESHLY PLACED SHOTCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. B. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM SHOTCRETE SURFACE AFTER PLACING AND FINISHING. C. CURING EXPOSED SURFACES: CURE SHOTECRETE BY ONE OF THE FOLLOWING METHODS: 1. MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR AT LEAST SEVEN DAYS WITH WATER, CONTINUOUS WATER -FOG SPRAY, WATER -SATURATED ABSORPTIVE COVERS, OR MOISTURE -RETAINING COVERS (LAP & SEAL SIDES AND ENDS OF COVERS). 2. CURING COMPOUND: APPLY CURING COMPOUND UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. RECOAT AREAS SUBJECT TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. a. APPLY CURING COMPOUND TO NATURAL OR GUN -FINISHED SHOTCRETE AT A RATE OF 1 GAL/100 SF. D. CURING FORMED SURFACES: CURE FORMED SHOTCRETE SURFACES BY MOIST CURING WITH FORMS IN PLACE FOR FULL CURING PERIOD OR UNTIL FORMS ARE REMOVED. IF FORMS ARE REMOVED, CONTINUE CURING BY METHODS SPECIFIED ABOVE, AS APPLICABLE. 13. THE STRUCTURAL DESIGN SHOWN HEREIN IS BASED ON THE CONCRETE STRUCTURES BEING BACKFILLED WITH AND SUPPORTED ON UNIFORM AND SUITABLE SOIL FOR ALL AREAS OF SPAS (TO AVOID DIFFERENTIAL SETTLEMENT AND CRACKING OF THE CONCRETE SHELL, ESPECIALLY NEAR DESCENDING SLOPES AND SLAB/SPA ELEVATION CHANGES). AVOID PLACING ANY CHANGES/TRANSITIONS IN SOIL BEARING STRATUM UNDER THE POOL AND/OR SPA FOOTPRINTS. IF THE CONTRACTOR OR CLIENT OBSERVE ANY CONDITIONS OF SOIL DISCONTINUITY DURING THE EXCAVATION, PLEASE CONTACT THE PROJECT GEOTECHNICAL ENGINEER AND COLORADO POOL DESIGNS FOR FURTHER DIRECTION. 14. FOR POOL STRUCTURES THAT REQUIRE BACKFILLING OPERATIONS, BACKFILL SHALL NOT BE PLACED FOR A MIN. OF 7 DAYS OR UNTIL THE CONCRETE HAS REACHED 75% OF ITS 28-DAY STRENGTH (WHICHEVER IS LONGER DURATION). 15. CONTRACTOR MUST INSTALL A MIN. 1/2 INCH EXPANSION JOINT BETWEEN POOL WALLS AND CONCRETE DECK. EXPANSION JOINT TO BE FINISHED WITH A CONTINUOUS BEAD OF POLYURETHANE MARINE GRADE SEALANT, 3M 5200 OR EQUAL. POOL SAFETY & MAINTENANCE EQUIPMENT QTY. DESCRIPTION 1 SPA SAFETY SIGNAGE AS REQUIRED BY CODE 1 STRAIGHT POLE: PENTAIR R808-22, 12 FT OR EQUAL 1 LIFE HOOK: PENTAIR R153 OR EQUAL 1 TELEPHONE ADJACENT TO POOL AREA WITH EMERGENCY CONTACT NUMBERS OR DIRECT TO EMERGENCY CALL CENTER; VIKING E-1600-IP- EWP OR APPROVED EQUAL. FACILITY ADDRESSMUST BE POSTED AT PHONE 1 SWIMMING POOL WATER TEST KIT: PENTAIR R151716, PRO 11 PROFESSIONAL TEST LAB 1 30" US COAST GUARD APPROVED RING BUOY W/50FT OF 1/4" NYLON ROPE 1 FIRST AID KIT SHALL MEETS OSHA REQUIREMENTS 1 PENTAIR R201276, 14" COMMERCIAL VACUUM HEAD w/ 30 FT COMMERCIAL GRADE FLEXIBLE 1.5" VACUUM HOSE 1 ALGAE BRUSH: PENTAIR R111646, 718 18" BRUSH FOR PLASTER 1 SKIM NET: PENTAIR R121196, HEAVY DUTY SKIMMER NET 1 MOISTURE BARRIER FOR SPA (1): SPECTRUM AQUATICS CUSTOM THERMAL COVER OR EQUAL AS REQUIRED BY IECC. NOTES: 1. OWNER TO KEEP DAILY RECORDS ON POOL OPERATIONS AND MAINTENANCE TO BE SUBMITTED AS REQUIRED TO THE HEALTH DEPARTMENT WHILE THE POOL IS IN OPERATION. 2. LIFESAVING EQUIPMENT SHALL BE PROVIDED BY THE POOL CONTRACTOR AND SHALL BE ACCESSIBLE WITHIN THE CONFINES OF THE POOL AREA. PROVIDE 1 UNIT OF LIFE SAVING EQUIPMENT PER 2000 S.F. OF WATER SURFACE AREA OR FRACTION THEREOF. 3. POOL SIGNAGE AS REQUIRED BY CODE, INSTALLED PER CODE AND AS PER POOL OPERATORS INSTRUCTIONS. ALL FASTENERS MUST BE 316L STAINLESS STEEL. 4. AN ACCESSIBLE ROUTE SHALL BE PROVIDED THAT CONNECTS ANY LIFE SAFETY EQUIPMENT PROVIDED AT THE POOL SUCH AS LIFE RING, RESCUE HOOK, EMERGENCY SHUT OFF, TELEPHONE, ETC. THESE ITEMS SHALL NOT PROTRUDE INTO THE CIRCULATION PATHS. FURNITURE SHALL NOT IMPEDE THE ACCESSIBLE ROUTE TO THE LIFE SAFETY EQUIPMENT. 5. ALL LIFE SAFETY EQUIPMENT SHALL BE LOCATED WITHIN AN ACCESSIBLE REACH RANGE OF 15" MIN. TO 48" MAX AFF. TYPICAL. ANSI2003/2017: 402, 307, 308. POOL CLEANING & SAFETY EQUIPMENT NO SCALE PC MC EC GC SECTION DETAIL CENTER LINE HORZ BREAK LINE VERT BREAK LINE POOL CONTRACTOR MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR GENERAL CONTRACTOR AHJ AUTHORITY HAVING JURISDICTION n POOL SYMBOLS KEY NO SCALE HB El GFCI PG VG CG FLX TUBV -I61 BLV BTV CV FM DV DIAL VALVE HOSE BIB (BY MC) GFCI SERVICE OUTLET (BY EC) LIQUID FILLED PRESSURE GAUGE LIQUID FILLED VACUUM GAUGE LIQUID FILLED COMPOUND GAUGE THERMOMETER FLEXIBLE PIPE CONNECTION TRUE UNION BALL VALVE BALL VALVE LEVER OPERATED BUTTERFLY VALVE CHECK VALVE SOLENOID VALVE FLOW METER SIGHT GLASS • All bathers should take a shower prior to entering • Elderly persons and those suffering from heart disease. diabetes. or high blood pressure should consult a physician before using the spa pool • No person suffering from a communicable disease, transmissible via water, shall use the spa pool • Persons using prescription medications should consult a physician before using the spa pool • Pregnant women should not use the spa pool without consulting their physicians • Individuals under the influence of alcohol should not use the spa pool • Do not use the spa pool alone • All children under 14 years of age shall be accompanied by a responsible adult • Persons should spend no more than 15 minutes in the spa at any one session. Long exposure may result in nausea, dizziness or fainting • Do not use when water temperature exceeds 11 `F It _ I■ L ■■ IN / _ AV In ■■ IN IN AMAdW IN IN Is / / ■■ I■ �� ■■ I■ ■ ■ ■■ ■ M■A �■■■■M■A ■■ IN ■ OEN ■■■■I■ME■ ■■ ■ ■�■■ ■i■ r ■■m■■ ■■ NOTES: 1. ALL SIGNS CONSTRUCTED OF ALUMINUM. 2. REFER TO DATA FOR BATHER LOADS. 3. OPERATOR TO PROVIDE HRS OF OPERATION & EMERGENCY NUMBER. 4. SIGNAGE TO BE INSTALLED IN POOL AREA AS REQUIRED BY CODE OR IN MOST OBVIOUS LOCATION TO BATHERS. 5. ONLY USE 316L SS FASTENERS TO HANG SIGNS. 6. POOL CONTRACTOR MUST VERIFY ALL SIGNAGE IS FURNISHED & INSTALLED PER LOCAL CODE REQUIREMENTS W co O 0- W J H- H- W H Q I� O Z COLORADO POOL DESIGNS SW k*.4r-K'PCX1. : } :.. ,....�. F•i.Lt.. {':!q : t.-FE47:-VES 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 48409 c�l7/ONA 1/30/2026 L THESE DRAWINGS WERE NOT PRODUCED BY STRUCTURAL ENGINEERING SOLUTIONS, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ITEMS ON THIS SHEET. W 0 2 IY W IZ N 0 N 0 CM 0 SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET TITI r TITLE SHEET & GENERAL NOTES SHEET #: GENERAL NOTES 3 NO SCALE POOL STRUCTURAL NOTES 7 NO SCALE �i 1 SPA SIGNAGE (CO) �' NO SCALE spi 00 J E� STORAGE -LOCKERS LEA SPA AREA PLAN 3/16" = V-0" SPA SAFETY SIGNAG PA MECHANIC) ROOMW RE: SP103 SPA JET TIMER & SPA EMERGENCY STOP (WALL MOUNTED) ANSI 2003 COMPLIANT. MIN. 5 FT FROM WATER I I L` ART 11 POD . MECHANICA CHEMICALS 00 - INDOOR AQUATICS Em PLAY SITE NOTES: 1) SPA LOCATION SET BY GC & VERIFIED BY POOL CONTRACTOR. 2) HOSE BIBS, SERVICE OUTLETS, EMERGENCY STOPS, PHONE & SIGNAGE ARE EXISTING AND TO REMAIN AS -IS, UNLESS SPECIFICALLY NOTED HEREIN. 3) REFER TO ARCH. DRAWINGS FOR DECK DRAINAGE. 4) J-BOX'S FOR UNDERWATER LIGHTS MUST BE COORDINATED W/ ARCH. & G.C. .................................................. .................................................. ............................................................ COLORADO POOL DESIGNS SWIR�PCX_l. : } {'-Nq 7 t:-FEA7:_F�3.......... . 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 I 1.2, _ n" NOTES: 1) DIMENSIONS SHOWN ON THIS PLAN ARE TO/FROM WATERS EDGE, REFER TO TYPICAL WALL DETAIL. 2) POOL CONTRACTOR MUST VERIFY ALL DIMENSIONS & LOCATION OF POOL & SPA WITH GENERAL CONTRACTOR. 3) ALL PIPE MUST BE SCHEDULE 40 PVC; FLEX PIPE NOT ACCEPTABLE. SPA PLAN 1" = 1'-0" 0 Cn 7'-11" n / Lual U _ > o cl� U ' W M �jl \ / JET RETURN PIPE NEMA 4X ELECTRICAL 4" HOUSEKEEPING PAD SUB -PANEL (BY PC) (BY GC/EC) NOTES: N 1. ALL ELECTRICAL EQUIPMENT MUST BE INSTALLED ON HOUSKEEPING PADS. 2. ALL EQUIPMENT MUST BE BONDED PER SECTION 680 OF NEC. 3. ALL PIPING WITHIN POOL EQUIPMENT ROOM MUST BE RUN OVER HEAD. PIPING INSTALLED ON FLOORS TO CREATE TRIPPING HAZARDS WILL NOT BE ACCEPTABLE. SPA EQUIPMENT ROOM PLAN 3/4" = 1'-0" TOR MUST VERIFY ALL ELECTRICAL REQUIREMENTS PRIOR TO ORDERING EQUIPMENT. YSTEM COMPONENTS AND EQUIPMENT SHALL COMPLY WITH 2O21 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 154 SF 58'- 9" LN FT 2,754 GALLONS 106 GALLONS PER MINUTE (GPM) 26 MINUTES 0.20 GPM/SF 106 GPM BY GRAVITY BROMINE 104 DEGREES F (YEAR-ROUND OPERATION) 11 BATHERS RULE: ' TITLE MAKE/MODEL NOTES [RCULATION PUMP PENTAIR INTELLIFLO3 VSF, 3HP, 106 GPM @ 70' TDH, TEFC. 208-230V, 20A, 1 PHASE. GFCI PROTECTED PROVIDE (1) EXTRA STRAINER BASKET & TOUCH SCREEN LTER PENTAIR CCP-520 CARTRIDGE FILTER 520 SF FILTER AREA 'A HEATER COATES 12411ST, 11kW INPUT, ASME CERTIFIED 240V, SINGLE PHASE; 46 AMPS NNITIZER HAYWARD CL220BR BROMINE FEEDER WITH WIC 1" ANTI-COOROSION SOLENOID VALVE NNITIZER #2 CUSTOM MOLDED PRODUCTS, DEL AOP 50 240VAC 6 0 CONTROLLER 7 2 SPA LIGHT N8 3 CIRC. SUCTION OUTLET (MAIN DRAIN) 9 2 SKIMMERS 10 5 WALL INLET 11 1 EPO & JET TIMER 12 1 AUTO FILL 13 3 JET SUCTION OUTLET 14 1 JET PUMP 15 11 JETS 16 2 HAND RAIL 17 1 AIR BLOWER HAYWARD CAT 250 CHEMICAL CONTROLLER HAYWARD UNIVERSAL WHITE LED SPA LIGHT, UL LISTED, 30W (100W EQUIV.) W/ HAYWARD LGGUY1000 LOW PROFILE LARGE PLASTIC NICHE FOR CONCRETE AQUASTAR CDFL102, VGB APPROVED RATED AT 316 GPM EA. CMP SKIMMER, NSF APPROVED, FOR GUNITE W/ 2" PVC SLIP PORT PENTAIR #540042, 1.5" DIRECTIONAL WALL INLET PENTAIR LX802 EMERGENCY STOP BUTTON W/ PUSH BUTTON JET TIMER PROVIDE CONTACTOR & MATCH COIL W/ MOTOR WHEN CONNECTING TO 3 PHASE JANDY LEVELOR K1100 W/ SENSOR MOUNTED IN SKIMMER SHARED WITH CIRCULATION SUCTION PENTAIR WHISPERFLO XF VS, 5HP, 140 GPM @ 77' TDH, TEFC. PROVIDE (1) EXTRA STRAINER BASKET BALBOA HYDRO JET 10-5100 W/ 10-4400 EXTENSION & 10-7825 WRENCH SR SMITH ART-1002, 316L SS, 1.9" OD, 0.065" WALL HANDRAIL W/ (2) SR SMITH EP-100F SS ESCUTCHEON COVERS ROTRON SPA AIR BLOWER DR656, 3HP, W/ CORROSIVE RESISTANT TREATMENT, EXTERNAL MUFFLER, AND RELIEF VALVE #515092 INTERLOCK TO BROMINE FEEDER SOLENOID 12V W/ TRANSFORMER & CONTROLLER COLOR WHITE W/ "POUR -A -LID" TO MATCH COPING COLOR BY ARCH EPO INTERLOCKS TO CIRC & JET PUMPS 15 MIN. TIMER INTERLOCKS TO JET PUMP RELAY TO MATCH MOTOR HP RE: SP101 FOR LOCATION 120V CONTROLLER W/ 24V SENSOR REFER TO PIPE SCHEMATIC 208-230/277-460V, 20-21/17-11A, 1 PHASE. GFCI PROTECTED 208-460V, 13-6A, 3 PHASE REFER TO SP500 FOR LOCATIONS (2) AS-100B ANCHORS, BONDED PC TO FIELD VERIFY MEASUREMENTS 115-230V INTERLOCK TO SPA JET PUMP 18 1 ADA GRAB BAR SR SMITH 12" ADA COMPLIANT GRAB RAIL W/ ANCHOR & ESCUTCHEONS ANCHOR BONDED PER NEC 680 19 1 HARTFORD LOOP SPECTRUM AQUATICS, HARTFORD LOOP #1910205 REFER TO HARTFORD LOOP DETAIL SP301 FINISH SCHEDULE: TAG SIZE TITLE MAKE/MODEL NOTES A INTERIOR FINISH FULLY TILED, TILE TBD COLOR: TBD B TBD WATER LINE TILE POOL SPECIFIC GLAZED TILE; TBD (SAMPLE TO BE PROVIDED TO OWNER FOR APPROVAL) GROUT: LATICRETE SPECTRALOCK PRO, COLOR: TBD C -- N/A D 21,x2" STEP & BENCH EDGE 2" BULLNOSE ON HORIZONTAL & 2" ON VERTICAL COLOR TBD (NON -GLAZED) GROUT: LATICRETE SPECTRALOCK PRO, COLOR: TBD E 6"x6" DEPTH MARKER AS REQ'D BY CODE: TILE DEPTH MARKERS ON VERTICAL WATERLINE & REFER TO SP400 DETAIL ON HORIZONTAL COPING. CONTRACTOR MUST SUBMIT SAMPLES OF ALL FINSIHES FOR REVIEW & APPROVAL PRIOR TO ORDERING SPA DATA NO SCALE COLORADO POOL DESIGNS SWIMMrX, POCI.. %+ } { '.VA T Li- FEAT LFEG 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 ;Q 48409 Z 1 /30/2026 THESE DRAWINGS WERE NOT PRODUCED BY STRUCTURAL ENGINEERING SOLUTIONS, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ITEMS ON THIS SHEET. W U) O a W :D co a. 1-- W � J ry W H D_ N O N W p Q o O z Q om Cn GC W loom= Z W V Z O H Q w LO uj U M CO O LLI J Z j can z ELU >- LLJ DC W co � C7 GC cy; m SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET TITLE SPA PLAN, DATA & EQUIPMENT ROOM SHEET #: SP1 03 12'-7n I- 1'-6" 1 61- 10" 1 1'-3" 1 3'-0" 1- 4 " PROVIDE TOOLED/BEVELED JOINT FOR INSTALLATION OF MARINE d - w GRADE CAULKING/SEALANT - ° FLOOR DRAIN E 16 RE:8/SP201 FOR TYP. ° SLOPE. ° " SLOPE SPA WALL DETAIL g - a _ � oN _ ° n N®®D'ANG ° d WOMENS LOCKER ROOM ° ad a = rA d e a` " _ - °d 4\\\/\ RE: 8/SP201 FOR TT_I I I I I I I '][A 11 R h _ _ _ \/\O/\O TYP. SPA WALL DBL. 4 MAT REINF. \\\\\ \ A 10 \\O\O 'a p - d d q 4 d 4 Tr- # COLORADO POOL DESIGNS SWIMMrX, POCI.. %+ } :+-tA::+ � L•i.LJj { '.VAT Lam- FEAT LFEG 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 ;Q 48409 2''. 1 /30/2026 V-0NA L •� THESE DRAWINGS WERE NOT PRODUCED BY STRUCTURAL ENGINEERING SOLUTIONS, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ITEMS ON THIS SHEET. PROVIDE 1/2" ISOLATION\\ \\ \\ a' ° - -� ° a . " _ dZEE ° = ° - _ , - Q_ \\ \\ JOINT BETWEEN NEWLY CAST / / / / d °'. d d c _ p ° a4 / / CONCRETE AND ALL EXISTING °a \ \ \ .° _ FOUNDATION ELEMENTS\ d .° - d d d d d Q \//\\//\\//\\//_a-__,00000000000000000"000"0000000000000000000000000 0/00 GRAVEL BASE \\\ LLI \ O\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ L.LJ / / / SPA SECTION 1 Z O 13'-0" Lu 1'-3" 1'-6" 6'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-0" 1'-001 10 10 10 10 10 10 V d °tr Lu a PROVIDE TOOLED/BEVELED JOINT d PROVIDE TOOLED/BEVELED JOINT FOR INSTALLATION OF MARINE ° a' e FOR INSTALLATION OF MARINE >= GRADE CAULKING/SEALANT e_ ' GRADE CAULKING/SEALANT uj 16 NOTE: OWNER MUST ENGAGE WITH LOCAL (2) #3 HORIZ. IN O STRUCTURAL ENGINEER TO = B E EA. STAIR TREAD REVIEW AND APPROVE FLOOR DRAIN PIPE PENETRATIONS SPA STEPS FULLY TILED D TO MATCH SPA EXTERIOR THROUGH EXISTING RE:8/SP201 FOR TYP. ; dSLOPE, SLOPE BUILDING WALL SPA WALL DETAIL Q d' d NO ®OVING ay z O EXISTING EQUIPMENT ROOM ad , da 5 �, , < ' #3 BOTT AT 10" O.C. 1° �. ° TERMINATE DRAIN TO aQ _�, - ,� ; - . , _ _ - : < `°III °- a ° - _ -, _`°_° ' a, - � EACH WAY IN STAIRS EXISTING FLOOR DRAIN - °- 44 d _ D °a ° . a d ° e d #3 TOP/"Z" BARZ AT ° ' d ° Q° //\//\/ 10" O.C. IN STAIRS REPOUR NEW FLOOR ' d o 0 0 0 0 0 SLAB AS NEEDED . _ = ° ° 0 0 0 0 0 0 \\\\\\\\\ a d p d e G d. d \ BARS TO EXTEND INTO SPA \/O\ �/i //i // /✓ / ° :. _ _ _ _ 4 . ¢ " a = a _ \ SHELL W 3" DRILL ALL NEW PIPING TO COORD. THROUGH 7 ^ a 4. "d'° / EMBEDMEN \ \/O \ \EPDXY T\ \\ WALL INTO EXISTING EQUIP. �OM` / °d /SP201 FOR TYP STAIR DETAIL /\\ 4 ,d. d °c° A - n d PROVIDE 1/2" ISOLATION ° e �° a \ \ \ \ \ O O O JOINT BETWEEN NEWLY CAST i / / / ° _, ° d . d -�: ' ° ° - a °, aa a /_d CONCRETE AND ALL EXISTING On ' \/\/\/ FOUNDATION ELEMENTS ° ^ LL �W!/) d - - \ \ O O O //\ aid- /\ /// /// Lu\\ q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O\\ /O\/ GRAVEL BASE g ° oo \\/\\/\\/\\/\\/\\/\\/\\/ ~ W J � \// a_ \/\\/ co \\ o \\\\\\\\\\\\\\\\\\O\O\O\O\O\O\O\\\\\\\\\\\\\\\\\O\O\O\O\O\O\O\\\\\\\\\\\\\\\\\O\O\O\O\O\O\O\\\\ o / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / z SPA SECTION 2 1" = 1'-0" SCALE: ISSUE DATE DRAWN BY: 1" = 1'-0„ 01/30/2026 CPD PROJECT #: 7225 SHEET TIT' POOL & SPA SECTIONS SHEET #: SP200 #4 HORIZ. BARS REFER TO TYP. WALL DETAIL MIN. CONCRETE FOR REBAR DESIGN. COVERAGE BACK OF �_, SKIMMER (4) #4 VERTS ! A - a SKIMMER LID / REFER TO TYP. WALL ° 4 DETAIL FOR REBAR 5' n DESIGN; MIN. 24" LAP. d° - c, MIN. CONCRETE GREENSTREAK SWELLSTOP MASTIC WATERSTOP COVERAGE BACK OF =°° WRAPPED AROUND SKIMMER THROAT SKIMMER FULLY TILED SKIMMER THROAT 1" COPING OVERHANG 6" -40 AUTOFILL SENSOR MOUNTED INSIDE TAMPER PROOF SKIMMER LID SKIMMER THROAT @ WATER LEVEL GREENSTREAK SWELLSTOP MASTIC WATERSTOP COORDINATE ELV. W/ DECK WRAPPED AROUND SKIMMER THROAT CONTRACTOR \ WATER LEVEL (3)#4 HORIZ FULLY TILED SKIMMER THROAT ' 112" THICK POOL FINISH (2)#4 VERT \ ; -- °_ \ _ a SKIMMER SUCTION // d' FULLY ENCASED WITHIN /\\/ \/ - a RE: TYPICAL WALL DETAIL FOR CONCRETE & REBAR POOL SHELL - \/// - d ° SPECIFICATIONS a° d ° \ ° 4 ° d GRAVEL VERTICAL SECTION CCORNER SKIMMER DETAIL l 3/4" = 1'-0" STRUCTURAL INSTALLATION NOTES: GOVERNING BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE. CONTRASTING EDGE TILE W/ BULLNOSE; RE: FINISHES 2" CONTRASTING EDGE TILE; RE: FINISHES RE STAIR RISERS MUST BE UNIFORM AND NOT EXCEED 10" WATER LEVEL WATER LINE TILE �o _ d O- 2" ` d -- Ln _ d- _ _ - - \ - - d- - - - TYP. a ad d e °do .. 4 s _ DECK d Ln g _ d°- 0 0 0 0 0 0 a ° 'Lu d /BARS TO EXTEND INTO SPA a 0 p° FINISH a, g 30" EXTENSION (TYP.) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\/j\\/j\\/ GRAVEL/\\\\�\\\�\\\�\\\\\\\/\\\\\\\�\\\�\\\�\/\\// / EARTH 1. CONTRACTOR MUST VERIFY THE LOCATION OF ANY EXISTING BUILDING FOUNDATIONS AND UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR SPA CONSTRUCTION. ANY ADJACENT BUILDING FOOTINGS SHALL BE AT OR BELOW THE BOTTOM OF THE POOL SHELL AND AT A DISTANCE SPECIFIED BY THE BUILDING STRUCTURAL ENGINEER (ANY FOOTING WITHIN 3 FEET OF POOL SHELL MUST BE VERIFIED BY BUILDING STRUCTURAL ENGINEER. GEOTECHNICAL RECOMMENDATIONS: THE SPA HEREIN HAS BEEN DESIGNED IN ACCORDANCE TO GUIDANCE PROVIDED BY THE 2021 IBC, SECTION 1806.2 AND TABLE 1610.1 DESIGN LATERAL SOIL PRESSURES (EQUIV. FLUID PRESSURE): 60 PCF ALLOWABLE BEARING PRESSURE: 1500 PSF BACKFILL SPA SHELL WITH CLEAN, IMPORTED, GRANULAR SOIL SUCH AS SAND OR ROCK. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL RECOMMENDATIONS. CONCRETE AND REINFORCEMENT: USE TYPE V CEMENT SHOTCRETE SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF ACI-301. MINIMUM 28 DAY COMPRESSIVE STRENGHT SHALL BE 4,500 PSI. SHOTCRETE SHALL BE PLACED AGAINST FIRM, NATURAL, UNDISTURBED SOIL, COMPACTED ENGINEER FILL OR FORMS. STEEL REINFORCING FOR THE SPA STRUCTURE SHALL BE ASTM GRADE 60 AND IN ACCORDANCE WITH THE ACI DETAILING MANUAL OF STANDARD PRACTICE. UNLESS SPECIFICALLY NOTED OTHERWISE, STEEL REINFORCEMENT SHALL BE INSTALLED PER CHAPTER 25 AND SECTION 26.6 OF ACI 318-19. SPLICE LENGTH, DOWEL PROTECTION OR EMBEDMENT SHALL BE AS SPECIFIED IN 7/SP100 MAINTAIN CONTINUITY OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS AND BENCHES. MINIMUM CONCRETE COVERAGE FOR REBAR: - 1 1/2" NOT EXPOSED TO WEATHER IN CONTACT WITH THE GROUND. - 2" CONCRETE EXPOSED TO EARTH OR WEATHER. - 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. GENERAL NOTES: SPA SHALL BE PLACED OVER A MIN. 6" OF FREE DRAINING GRAVEL. REFER TO 7/SP100 FOR ADDITIONAL DETAILS & REQUIREMENTS. STRUCTURAL INSTALLATION NOTES 6 NO SCALE RE: 4/THIS SHEET FOR ADDITIONAL TRIM/DIAGONAL BARS AROUND DRAINS. PROVIDE 2" CLEARANCE BETWEEN REBAR AND DRAIN ASSEMBLIES NOTE: DRAIN COVER & SUMP MUST BE VGB COMPLIANT. CONTRACTOR IS FULLY RESPONSIBLE TO CONFIRM ALL SUBMERGED SUCTIONS MEET OR EXCEED ANSI/APSP/ICC-7 2013 RE: SLAB POOL FINISH DETAIL FOR THICKNESS & REBAR DESIGN ° ` • SUCTION PIPE, RE: PIPE SCHEMATICS TYP. STAIR DETAIL 3/4 - 1 -0 AQUASTAR CHANNEL DRAIN COVER & SUMP, FOR CONCRETE INSTALLATION. INSTALL PER MANUFACTURES INSTRUCTIONS J = = =, _ ����ION.PI_PER� PIPE SCHEMATICS %�%�DRAIN FULLY ENCASED�� BENT BARS BELOW DRAIN SHOWN TO MATCH TYPICAL SLAB ��IN MIN. 8" CONCRETES �� ��� REINFORCING AND SPACING (MIN. TWO IN EACH DIRECTION). PROVIDE 2" CLEARANCE BETWEEN REBAR AND DRAIN ASSEMBLIES CHANNEL DRAIN DETAIL 1 „ — 1'-0„ #4 BARS @ 10" O.0 EACH WAY AT STAIRS BULLNOSE TILE TOP OF HANDRAIL MUST BE 34" - 36" ABOVE DECK &STEP TREADS. RAIL SHOWN FOR REFERENCE ONLY; REFER TO DATA TABLE FOR MAKE &MODEL REFER TO TYPICAL WALL DETAIL \��SHELL W/ 3" DRILL & EPDXY EMBEDMENT REFER TO TYPICAL WALL DETAILS FOR WALL AND FLOOR STRUCTURAL REQUIREMENTS LAP LENGTH SEE STRUCTURAL NOTES NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING J Lu Z �O J F-Z a g w Lu V) POOL STRUCTURE CORNER MAT REINFORCING 3 NO SCALE NOTES: AREA OF BARS EQUAL 1. TYPICAL FOR ALL BAND "A" BARS CUT OPENINGS IN CONCRETE WALLS & SLAB UNLESS ADD 1-#4 DIAG. @EACH INDICATED OTHERWISE ON CORNER FOR EACH PLANS. LAYER OF REINFORCING 2. DO NOT WELD REINFORCEMENT TO PIPE STEEL REINF. CUT SLEEVES AND INSERTS. BAND "B" 3. ALL OPENINGS THROUGH AREA OF BARS EQUAL WATERTIGHT TANK BAND "A" BARS CUT REQUIRE WATERSTOP. STEEL REINF. CUT BAND "A" PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON 1- #4 HOOP, DIA. OF PLANS (TYP.) OPENING + 8", IN EACH LAYER OF REINF'G FOR OPENINGS LARGER THAN 8". POOL SHELL PENETRATION REINF. _ Y NO SCALE BY GC BY PC 1'-3" 1 TILED WALL TOP C701 TILED HANDHOLD #4 "Z" BARS @ 10" O.C. IN BENCH W/ MIN.2" CONCRETE COVERAGE JET AIR SUPPLY PIPE FULLY TILED EXTERIOR TBD. APPLY 2 COATS OF BASECRETE fl ko PROIR TO INSTALLING TILE d - WATER LEVEL JET FITTINGS RE: ° — a DATA W/ EXTENSION C ° 4 a a 8" CERAMIC TILE WATER LINE EXP. JOINT W/ MARINE GRADE CAULK BY G.C. = _ FULLY TILED io INTERIOR FINSIH POOL DECK SLOPED TOWARDS DRIANS 1/2„ 1/ 1na O ° 1' - 211 4 q CD RE. STRUCTURAL NOTES FOR CONCRETE SPECIFICATIONS REBAR d=� ° ° _ - TO BE #4 @ 10" O.C. EA. WAY_G _ INSIDE AND OUTSIDE MAT 4 d ° 4 Y ° GRANNULAR BACKFILL41 e d (SAND OR ROCK) \ _ ,Q ° d'' < Q ;° \ \ a g d .od _ 9 nd REBAR COVERAGE TO INSIDE � �3"" = � < °` - � ° " ad _ .; -°,-' . - ' , °_ - - � _ ,- ' - `� a ^. _° - '• & OUTSIDE VERTICAL MATS °d °.4 a s ° a ° ° d d _ d d d � d- CLEAR COVER TO BASE SLAB REBAR 6" GRAVEL DRAINAGE LAYER - STANDARD REBAR LAP/ RE: STRUCTURAL NOTES FOR EXTENSION INTO SLAB CONCRETE SPECIFICATIONS REBAR TO BE #4 @ 10" O.C. EA. WAY MAX. 2" 1"X1" TILED TOP 2"X2" TILED CONTRASTING EDGE WATER STOP; TYP. ON ALL PIPE PENETRATIONS CIRC. RETURN WALL INLET NOTE: APPLY 2 LAYERS OF BASECRETE WATERPROOFING PRIOR TO INSTALLING TILE FINISH NOTES: 1. DECK SURFACE (BY GC) TO BE NON -SLIP FINISH AND SLOPE AWAY FROM POOL TOWARDS DECK DRAIN AT A MIN. OF 1/4" PER FOOT AND A MAX. OF 1/2" PER FOOT. 2. POOL CONTRACTOR MUST COORDINATE ELEVATIONS WITH DECK AND TILE CONTRACTORS. 3. C-701 FINGER GRIP PERIMETER TO BE LEVEL WITHIN 1/4". 4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC. PC = POOL CONTRACTOR GC = GENERAL CONTRACTOR TYP. SPA WALL & SLAB DETAIL 1 1/2" = 1'-0" 12" - 16" APPROVED ADA TRANSFER RAIL 7" RE: DATA TABLE COPING ESCUTCHEON (x2) NON -SHRINK STRUCTURAL GROUT CORE DRILL THROUGH PRECAST COPING ANCHORS, BONDED PER NEC 680 0 t> 4 '04 a ' ' 6" CERAMIC TILE WATER LINE 0 _ MIN. 4 a -d _ - _ 1/2" THICK ° 4 a PLASTER FINISH 41 � N, ADA TRANSFER WALL 1 1/2" = 1'-0" 1"X1" CONTRASTING TILE 1"X1" BULLNOSE O NLL�/ LL :D LL W J H W H Q 0 0 COLORADO POOL DESIGNS SWk*.�K'POP.,. }:+-tA::+�L•i.LJj {'.VAT eor� FEATli�S 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 V� ' U,;� ;Q 48409 �; �� 1 /30/2026 .�� FsS/ONAL •���\ THESE DRAWINGS WERE NOT PRODUCED BY STRUCTURAL ENGINEERING SOLUTIONS, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. THE P.E. STAMP PROVIDED HEREIN APPLIES ONLY TO THE STRUCTURAL ITEMS ON THIS SHEET. r lL!u^ VJ L.L w D_ N 0 N 0 CM C) SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET TITLE CONSTRUCTION DETAILS SHEET #: EMERGENCY STOP BUTTON: WHEN PUSHED SHUTS OFF POWER TO CIRC. PUMP & JET PUMP/BLOWER (2) SKIMMERS 15 MIN.JET TIMER EMERGENCY STOP RE: PLAN FOR RE: PLAN FOR , 0 0 LOCATION LOCATION 1 \ JET TIMER EMERGENCY STOP \ OO X, 0 1" RIGID CONDUIT CONTROLLER/ AUTOFILL SENSOR —� TIMER (IN 1" CONDUIT, WATERTIGHT) SPA PIPING SCHEMATIC NO SCALE R) SI l('TTON 01ITI FTS HARTFORD AIR LOOP AIR SUPPLY PIPE EQUIPMENT ROOM AIR BLOWER (INTERLOCK TO JET PUMP) P( C SPA JET PUMP 3" 3" SPA CIRC. PUMP 2" 2" tee 2" 1 2" 2" 3" my 2"x1.5"x1.5" tee 2" 1.5" U 14 6 En 14 En Cn 3" tee 11 HYDROTHERAPY JETS En En En En En En 2„ J J J J J J 1.5" 2"x1.5"x1.5" tee PIPE VELOCITY CALCULATIONS: JET SUCTION @ 4" PIPE VELOCITY @ 140 GPM = 3.5 FPS JET RETURN @ 3" PIPE VELOCITY @ 140 GPM = 6.0 FPS NOTE: ALL PIPE MUST BE SCHEDULE 40 PVC; FLEX PIPE NOT ACCEPTABLE MIN. P-0" EXTENSION PIPE PAST LAST JET FITTING (CAPPED) BOTH ENDS OR LOOPED � SPA LIGHT CONDUIT. SIZE/QUANTITY DEPENDS ON J-BOX LOCATIONS. PC TO COORDINATE W/ GC. FLOWVIS FLOW METER 5" F Mj 2. FILTER PIPE VELOCITY CALCULATIONS: CIRCULATION SUCTION @ 3" PIPE VELOCITY @ 106 GPM = 4.6 FPS CIRCULATION RETURN @ 2.5" PIPE VELOCITY @ 106 GPM = 7.1 FPS NOTE: ALL PIPE MUST BE SCHEDULE 40 PVC; FLEX PIPE NOT ACCEPTABLE ------------- EQUIPMENT ROOM POOLBOND PB-2008 BRASS BONDING LUG EXISITING SPA HEAT EXCHANGER BTV POOL PIPING COLOR CODING Raw Water Yellow Filtered Water Green Wastewater Black Heated Water Red Vacuum Cleaning Lines Blue NOTES: 1) ALL EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS 2) ALL EQUIPMENT MUST BE INSTALLED PER CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NEC). 3) ALL PIPE MUST BE SCHEDULE 40 PVC FLEX PIPE NOT ACCEPTABLE 3 CPVC PIPE & VALVES Bry HEATER EFFLUENT TO MAIN CIRC. LINE HIGH LIMIT INTERLOCK i TO HX BY MECH. HL T CHEMICAL CONTROLLER 1" 1" BTV BTV AUTOFILL BTV ITV" CPVC PIPE & VALVES S POOLBOND HEATER EFFLUENT TO ------- PB-2008 BRASS 311 311 BONDING LUG MAIN CIRC. LINE 1 `—' FROM BACK FLOW 10 PREVENTER ELECTRIC SPA HEATER (5) WALL INLETS 1 1/2"--E::4 1 1/2"E—D 1 1/2"--E71 fl==j--1 1/2" fl--1-1 1/2" " LOOP 2.5" EQUIPMENT ROOM 2.5" tc: OLORADO POOL ESIGNS SW tM.W1JC POD T. } lA'?�L•AtJs { WATERFEATLFeS 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 a a w z w U Z O H Q w u W W J Z J � O 0 � � W C7 �C w U) O w U) a � w J � W H � cD N O N W O Qco 0 O O Z SCALE: NO SCALE L0 co QD r 00 O U LQ >U) �w o� o� �z Ow �w Q� 00 cy) Q CM m ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET TITLE: SPA PIPE SCHEMATICS SHEET #: SP300 T T s USE ECCENTRIC REDUCER W/ANGLE FACING DOWN CONCENTRIC REDUCER ONLY WHEN REDUCING GROUND PUMP PER NEC 680 DISCHARGE VALVE CHECK VALVE ANTI -VIBRATION FITTING (ONLY REQUIRED ON PUMPS GREATER THAN 5 HP) 01 5X SUCTION PIPE DIAMETER STRAIGHT LENGTH BEFORE ELBOW SUCTION VALVE u F L--------- FLOW PRESSURE GAUGE COMPOUND GAUGE RUBBER PAD 4" HOUSEKEEPING PAD NOTE: REFER TO MANUFACTURERS INSTRUCTIONS FOR ADDITIONAL DETAILS & REQUIREMENTS POOL PUMP INSTALLATION NO SCALE BACKFLOW PREVENTER BALL VALVES (BY MC) FROM CITY SUPPLY TO POOL CIRC LINE RE: PIPING WATER LEVEL SCHEMATIC 0 CONTROLLER ©®® SENSOR CABLE 4_ © SOLENOID LOOP IDEAL WATER LEVEL417 (-6" BELOW T.O. COPING) SWEEP ELBOWS ONLY ,71" CONDUIT ABOVE WATER LEVEL SKIMMER ° a 2"x1" REDUCER POOL WALL n POOL WATER LEVEL CONTROLLER 1" = 1'-0" MINIMUM REQUIRED SUPPORT SPACING (IN FEET) PIPE SIZE PVC PIPE SCHEDULE 40 SCHEDULE 80 TEMP DEG. F TEMP DEG. F (in) 60 80 100 120 140 60 80 100 120 140 1/2 4 1/2 4 1/2 4 2 1/2 2 1/2 5 4 1/2 4 1/2 3 2 1/2 3/4 5 4 1/2 4 2 1/2 2 1/2 5 1/2 5 4 1/2 3 2 1/2 1 51/2 5 41/2 3 21/2 6 51/2 5 31/2 3 1 1/4 5 1/2 5 1/2 5 3 3 6 6 5 1/2 3 1/2 3 1 1/2 2 2 1/2 6 6 7 7 7 1/2 5 1/2 5 3 1/2 3 6 1/2 6 5 1/2 3 1/2 3 1/2 5 1/2 5 3 1/2 7 7 6 1/2 6 4 3 1/2 6 1/2 6 4 3 1/2 7 1/2 7 1/2 6 1/2 4 1/2 4 3 7 7 6 4 31/2 8 71/2 7 41/2 4 4 6 1/2 4 1/2 4 9 8 1/2 7 1/2 5 4 1/2 POOL PIPE SUPPORT CHART NO SCALE WATER STOP; TYP. ON ALL PIPE PENETRATIONS AIR SUPPLY LINE WATER SUPPLY LINE JET EXTENSION 5 JETDETAILS , 3/4 = 11-011 SECTION VIEW WATER LEVEL 41 SINGLE JET CONFIGURATION FRONT VIEW 1'-0" A NON -SHRINK, NON-METALLIC a ° GROUT, SIKA GROUT 212 OR APPROVED '°,_ ¢ -- POOL PIPE FULLY ENCASED a , ; WITHIN POOL WALL 1 1/2" SCHEDULE 40 PVC POOL WALL INLET 3" = 1'-0" POOL WALL FINISH EYEBALL RETAINER DIRECTIONAL EYEBALL RE: DATA FOR SIZE GREENSTREAK,LOCKSTOP NON- SHRINK, MASTIC WATER STOP POOL WALL; RE: WALL DETAIL J w J w _o a b w L J O m L�j w J M w 0 w U) O n W J H H W Q O Z COLORADO POOL DESIGNS SWIMMrX, POCI.. %+ } { '.VA T Li- FEAT LFEG 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 Q a N w z w U Z O H Q w CM> W w W D_ N O N 0 M O L0 r O U W :� /A, _ / E w O �7 Z O W C w Q� 0� a� Q cy) m SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET T'T' r' SPA PIPING DETAILS SHEET #: SP301 V u Cl -)ll cl 1 nil POOL DEPTH MARKER PLAN 1 /2" = 1'-0" DEPTH MARKERS: N 1. ALL DECK DEPTH MARKERS ARE 6"x6" TILES WITH 4" HIGH CONTRASTING NUMERALS, LETTERS & IMAGES. 2. DEPTH MARKERS SHALL BE PLACED ON BOTH THE HORIZONTAL DECK & VERTICAL WATER LINE WITHIN THE POOL AS SHOWN ON PLANS OR AT MAX. 25FT INTERVALS AND AT ALL WATER DEPTH TRANSITIONS. 3. ALL DEPTH MARKERS ON WALKING/HORIZONTAL SURFACES MUST BE SLIP RESISTANT. ALL VERTICALLY INSTALLED DEPTH MARKERS ARE TO HAVE A GLAZED FINISH. 4. ALL DEPTH MARKERS ARE TO BE INSTALLED FLUSH WITH SURROUNDING FINISHES. STANDING/POOLING WATER WILL NOT BE ACCEPTABLE. 5. POOL CONTRACTOR MUST VERIFY DEPTH MARKER REQUIREMENTS WITH THE AUTHORITY HAVING JURISDICTION (AHJ) CENTER LINE OF DEPTH MAKERS TO LINE UP WITH CENTER LINE OF COPING STONE VERTICAL DEPTH MARKER INSIDE POOL @ HORIZONTAL DEPTH EDGE OF COPING — WATERLINE MARKER ON POOL DECK T FT OIN io //3, NO DIVING 6" 6" 6" NUMBERS FOR REFERENCE ONLY, REFER TO POOL PLANS FOR ACTUAL WATER DEPTHS POOL DECK DEPTH MARKER (PLAN VIEW) POOL & SPA DEPTH MARKER DETAIL NO SCALE POOL INTERIOR WALL - INTERNATIONAL (BELOW COPING) "NO DIVING" LOGO NUMBERS FOR 6" REFERENCE ONLY, REFER TO POOL PLANS FOR ACTUAL WATER DEPTHS POOL INTERIOR WALL DEPTH MARKER (ELEVATION VIEW) WATERLINE TILE INTERNATIONAL "NO DIVING" LOGO O 0- W J H H W Q O Z COLORADO POOL DESIGNS SWIMMrX, POCI.. %+ } { '.V A T Li- FEAT LFEG 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 Q a N w z w U Z O H Q w U W W U) W D_ N O N 0 co O w 0 0 0 Q 00 SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 L0 co QD 00 � R-00 Q U) Cw G z w 2 w M� W SHEET TIT' SPA DEPTH MARKER PLANS & DETAILS SHEET #: SP400 TERMINATE POOL/SPA BONDING GRID INTO EQUIPMENT ROOM & CONNECT TO ALL APPLICABLE EQUIPMENT AS REQUIRED BY NEC 680.26 & ALL MANUFACTURERS INSTALLATION INSTRUCTIONS #8 AWG SOLID COPPER BONDING WIRE PER NEC SECTION 680, TYP. r- SPA & SPA DECK BONDED PER NEC SECTION 680, TYP. ON ALL SIDES OF SPA I POOL & SPA BONDING SITE PLAN 1/2" = 1'-0" LIGHT CONDUIT; --- COORDINATE J-BOX LOCATION W/ GC & EC LIGHT CONDUIT; BOND ------ COORDINATE HARTFORD LOOP ]-BOX LOCATION W/ GC & EC ]-BOX INSTALLED PER NEC. (BY EC) NOTES: 1) POOL LIGHT & NICHE FURNISHED & SET BY PC. 2) CONDUITS, J-BOXES, POTTING COMPOUND, AND LEAVE ENOUGH ALL OTHER ELECTRICAL MATERIALS ARE CORD LENGTH TO / FURNISHED AND INSTALLED BY EC PER NEC 680. PULL LIGHT OUT OF �3) PC TO COORDINATE LENGTHS OF LIGHT CORDS WATER. \WITH J-BOX LOCATIONS. WATER LEVEL OOL LIGHT RE: DATA 1" CONDUIT, LIGHT NICHE WATERTIGHT BY EC d d BOND LIGHT NICHE TO POOL REBAR PER NEC 680 NOTE: RE: TYPICAL WALL DETAIL FOR REBAR SPECIFICATIONS TYPICAL LIGHT DETAIL WALL UNDERWATER LIGHT as WALL 3/4" = 1'-0" BRONZE PRESSURE CONNECTOR — #8 SOLID COPPER BONDING WIRE TYPICAL BONDING LUG POOL BONDING DETAILS 1 1 /2" = V-0" STEEL REBAR BRONZE BON Cl AIL I HAND RAILS, BONDED PER NEC SECTION 680, TYP. BONDING CLAMP FOR REBAR DER COLORADO POOL DESIGNS SWIMMrX, POLL. %+ } { '.VA T Li- FEAT LFEG 13301 W. 43rd Drive, Unit 10 Golden, Colorado 80403 Phone: 720.693.8146 Q a N w z w U Z O Lu LO V (y) W `� r O >= U W Lu Q J Z >U) J O E LU a>- Oz 0 > ow z p w a �J z Q� oC w c �MM c / W /W/'� vJ O a W :D co W 1-- W � J � W H r2 N 0 N 6i p Q o O Z SCALE: As indicated ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT #: 7225 SHEET TIT' SPA BONDING PLAN & DETAILS SHEET #: SP401 - - ',, ham i .-i.w.n•r.- �•' - '"•- - , ' '. r , �aY.,'.C-_ia _ q [fir - . • • �! . ' + - -- - w'tra. met- . • - - - r �4 '• •' • •�-s • r ' it M. - - - - _ / + • +,. .E_. •.�-. -. - - •�'. '- • - .� _ ��f/ 'I'�� ,,�' s i- ,� - �' �r '. - _ -_ __ _�_ _= , ,• •✓ ✓•.J / _�•- P. ' •,.•;5,:• .. • i` - _ - __-` >.0:�+...y.I+ + �'ie �g:�sii�f- .�- _ `1 :�... �•• o �:,�r •• - - It +s`t .•�, �C-- -. -.. • �'� , +,J�•'•S I•/`i !'!'�I 4 -�'` �-�•'• - / * - • •�� • • - •,. . 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C-- - r rf , • y , +, ' - -- - - - _ -�• a .5Csr,• +•i',•+s'/��-• fi�rr' +I•i'' I�.'. i:•+L 'fir • _ _ ` a p, --_� - '+ �'-, ayi•, PPFrr1"'ccc • yi• ,0 pop 10 rr �'Is Ir• a _ ` •i� - - t r .r •��t` t _ .4_ _ . • !I,/ lMm -. - - •_ _ _ - - _ �•--- r• err �ai . •�=�. r ✓e+'s% •• •+` •c. .•_' iP '• •�' : • - _ _ `P• . • . _ `+••• • i=a :.,.i _ p _- { +` ai+ fir; r�i - �` 1. tom.} �'��. r�},�t� _ .� - ••'J.�: y,•` �.. 'ti';.5�.•-�s,sf,t '�•S/J.-''. ��'Y 1. • � ♦ :'`�.�Z � �- yam_ _'•t•_. � i. ' - _ - - �•.r.� y)• s+ I . COLORADO POOL DESIGNS SW11.M.�K"POCA..: } :+-tA::+. L•i.LJj {'.Vi.: L��Ft1a7t.�E 5........... . 13301 W. 43rd Drive, Unit 10 ........................ Golden, Colorado 80403 Phone: 720.693.8146 SCALE: ISSUE DATE: 01/30/2026 DRAWN BY: CPD PROJECT M 7225 SHEET TITI r SPA 3D RENDERINGS SHEE- SP500