HomeMy WebLinkAboutPLANS 660 Community Dr Aquatics 2016-10-311. BATHER LOAD:LEISURE POOL = 248 BATHERS
FUTURE SPA = 12 BATHERS
2. THESE DRAWINGS REPRESENT THE DESIGN INTENT TO ACCOMMODATE THE OWNER'S
REQUIRED PROGRAMMING. THE CONTRACTOR SHALL NOT MAKE ASSUMPTIONS, ANY
DISCREPENCIES WITHIN THESE DOCUMENTS OR SPECIFICATIONS MUST BE PRESENTED TO
THE ARCHITECT/OWNER FOR CLARIFICATION.
3.CONTRACTOR WILL BE FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION
DOCUMENTS.
4. POOL CONTRACTOR MUST CONFIRM THE POOL CONFIGURATION SHALL MEET PUBLISHED
STANDARDS OF THE DEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS.
5. CONTRACTOR MUST REVIEW CONSTRUCTION DOCUMENTS FROM ALL OTHER TRADES
INVOLVED IN THE PROJECT AND COORDINATE AS NEEDED.
6. DECK SHALL BE NON SLIP FINISH, SLOPE DECK TOWARDS POOL DECK DRAIN A MINIMUM
1/4" PER FT TO 1/2" PER FT TO POOL DECK DRAINS OR TO GRADE.
7. DEPTH MARKERS;
A. DEPTH MARKERS SHALL BE 4 INCH HIGH NUMERALS ON POOL DECK AND 4" AT
THE WALL IN A MAXIMUM 25 FOOT INTERVALS. "NO DIVING" ON DECK AS
REQUIRED.
B. POOL DEPTH MARKERS ON THE FACE OF THE WALL SHALL BE LOCATED AT OR
ABOVE THE WATER SURFACE OF THE SWIMMING POOL ENCLOSURE IN PLAIN VIEW
TO SWIMMER.
C. DEPTH MARKERS SHALL BE OF COLOR CONTRASTING WITH BACKGROUND.
8. ALL JUNCTIONS BETWEEN SWIMMING POOL WALLS, AND THE SWIMMING POOL FLOOR
SHALL BE COVED. ALL POOL WALL TO POOL WALL JUNCTIONS TO BE COVED.
9. ALL CHEMICAL ROOMS MUST BE INDEPENDENTLY VENTED.
POOL BIDDING NOTES:
1. POOL CONTRACTOR THAT IS INTERESTED IN THE PROJECT MUST PAY ATTENTION TO WHAT IS
BEING INSTALLED IN THE AREA. OBTAIN A FULL SET OF DRAWINGS AND SPECIFICATIONS
(PROJECT DOCUMENTS) FOR THE PROJECT TO MAKE SURE THAT NOTHING IS MISSED AND
COORDINATED.
2. THE FOLLOWING IS A DESCRIPTION OF THE PROJECT TO BE COMPLETED BY THE VESTED
CONTRACTOR AND PRICE AS SHOWN FOR THE ITEMS LISTED. THE ITEMS LISTED BELOW ARE TO
BE PRICED AND DIVIDED AS SHOWN. CONTRACTOR TO SHOW IN ITEMIZED FORM FOR OWNER
TO VERIFY WHICH PORTIONS OF THE POOL PROJECT WILL BE CHOSEN. ALL ITEMS MUST BE
COORDINATED WITH THE GENERAL CONTRACTOR, POOL CONTRACTOR, ELECTRICAL, PLUMBING,
AND MECHANICAL AND PRICED FOR ADDITIONAL ITEMS AS SHOWN FOR THE POOL AND POOL
AREA. THE FOLLOWING SHALL BE BASE BID:
A. LEISURE POOL AS SHOWN
B. EXISTING LAP POOL CHEMICAL SYSTEM AS SHOWN
3. THE FOLLOWING SHALL BE BID AS BASE FOR THE FOLLOWING AMENITIES AND LISTED AS SO.
OWNER MAY DECIDE TO BUILD IN THE FUTURE INTO THE PROJECT ALL ITEMS MUST BE
COORDINATED AS LISTED ABOVE WITH OTHER CONTRACTORS. ALL SYSTEMS AND SHELLS
SHALL BE COORDINATED AS NEEDED FOR INSTALL OF THE WORKING SYSTEMS FOR THE FUTURE
INSTALL. THE ONLY ITEMS THAT SHALL BE INSTALLED IN THE BASE BID FOR THIS PHASE IS THE
PLUMBING INFRASTRUCTURE FOR:
A. FUTURE WATERSLIDE
B. FUTURE SPA
4. ALL POOL SYSTEMS SHALL BE COORDINATED WITH ALL TRADES AND MEET CURRENT STATE
OR LOCAL CODES.
5. ALL METHODS AND SCHEDULES MUST BE PLANNED FOR COMPLETION OF THE PROJECT. ANY
QUESTIONS MUST BE PRESENTED PRIOR TO BID SO THAT EVERYONE CAN BID THE SAME ITEMS
THAT ARE PROPOSED AND AGREED UPON.
6. DO NOT ASSUME THAT ALL ITEMS ARE APPROVED LATER IF VESTED CONTRACTOR IS TO BE
CHOSEN AT A LATER TIME. IT IS OUR RECOMMENDATION THAT WHAT IS SHOWN ON THE
DRAWINGS ARE WHAT IS TO BE BID. THIS IS ALSO INCLUDING IF THE PRODUCT BRAND IS
LISTED IN THE DOCUMENTS AS AN EQUAL. IF CONTRACTOR PLANS TO SUBSTITUTE A PRODUCT
IT MUST BE SUBMITTED FOR APPROVAL AND SO THAT EVERYONE CAN BID.
ELECTRICAL NOTES:
1. ALL WIRING TO CONFORM TO THE NATIONAL ELECTRICAL CODE (CURRENT EDITION)
AND STATE ELECTRICAL CODES.
2. THE POOL, POOL DECK, POOL EQUIPMENT, EMBEDS, AND ALL OTHER ITEMS HEREIN
SHALL BE GROUNDED & BONDED PER NEC 680 (CURRENT EDITION)
3. UNLESS OTHERWISE NOTED ALL MOTORS 7.5 HP AND OVER MUST BE EQUIPPED
WITH A SOFT START. REFER TO ELECTRICAL DRAWINGS FOR CONNECTIONS.
4. ALL POOL RELATED MECHANICAL EQUIPMENT MUST BE INSTALLED PER NEC
(CURRENT EDITION) AND ALL APPLICABLE BUILDING & HEALTH CODES.
1. ALL GRAVITY PIPING W/ 90° TURNS SHALL BE MADE WITH TWO (2) 45°
FITTINGS.
2. CHANGES IN PIPE ELEVATION WILL BE REQUIRED. THE POOL CONTRACTOR
PIPING SHALL RISE, AND THEN FALL, PRIOR TO PUMP CONNECTION).
3. ARROWS DENOTE DIRECTION OF FLOW.
4. PIPE ROUTING SHALL BE COORDINATED WITH OTHER TRADES.
5. HOSE BIB(S), WITH VACUUM BREAKERS REQUIRED, SHALL BE A MAXIMUM
SEPARATION DISTANCE OF 150 FEET, FOR CLEANING OF ALL PARTS OF THE
POOL AND DECK. REFER TO PLUMBING DRAWINGS FOR LOCATION AND
INSTALLATION BY PLUMBING CONTRACTOR.
6. ONE EXTRA BASKET STRAINER PER TYPE OF PUMP FOR HAIR AND LINT SHALL
BE PROVIDED BY POOL CONTRACTOR.
7. AN INSTRUCTION MANUAL SHALL BE PROVIDED TO THE OWNER WITH EACH
FILTER OR GROUP OF FILTERS WHICH SHALL INCLUDE ALL DRAWINGS,
ILLUSTRATIONS, OPERATING PROCEDURES, CHARTS, PARTS LIST, AND DATA
PLATES OF PERMANENT NATURE SO INSCRIBED AS TO BE EASILY READ AND
UNDERSTOOD, SHALL BE SECURELY ATTACHED TO THE FILTER SHELL. PROVIDE
THE FOLLOWING INFORMATION:
A. MANUFACTURER'S NUMBER.
B. FILTER MODEL NUMBER.
C. FILTER SERIAL NUMBER.
D. EFFECTIVE FILTER AREA IN SQUARE FEET.
E. DESIGN FLOW RATE IN GALLONS.
F. MAXIMUM WORKING PRESSURE.
G. DATE OF MANUFACTURE.
THE INSTRUCTION MANUAL SHALL ALSO PROVIDE POOL DRAINAGE
INSTRUCTIONS, BY THE POOL CONTRACTOR. INSTRUCTIONS SHALL INDICATE
PIPE AND VALVE LOCATIONS AS TAGGED BY THE POOL CONTRACTOR, WHICH
CLEARLY DEFINE THE REQUIRED PROCEDURES.
VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT WORK:
1. POOL WORK THAT IS DESCRIBED HERE WITHIN THE DOCUMENTS IS TO
COMPLY WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT /
AMSE/ ANSI A112.19.8-2007(2008) REQUIREMENTS.
2. POOL CONTRACTOR MUST APPLY ALL SUBPARTS TO THE ACT INCLUDING;
SUMP, DRAIN COVERS, SKIMMER EQUALIZER LINES, SAFETY SYSTEMS, AND ALL
OTHER REQUIREMENTS OF THE VGB 2008.
3. THE CONTRACTOR MUST ALSO PROVIDE THE OWNER WITH PROOF OF WHAT
HAS BEEN APPLIED TO THE SUBMERGED SUCTIONS TO ABIDE BY THE ACT FOR
ANY POSSIBLE INSPECTIONS THAT MAY BE DONE IN THE FUTURE. THIS CAN
INCLUDE: PICTURES, DRAWINGS, AND ANY THIRD PARTY REVIEW BY A LICENSED
PROFESSIONAL OUTLINED BY THE STATE OR OTHER GOVERNING BODY TO THE
ACT SHOWING THAT THE REQUIREMENTS ARE DONE PER VGB 2008. VERBAL
OR DESCRIPTIONS THAT DON'T HAVE ANY BACK UP WILL NOT BE ALLOWED OR
ACCEPTED BY THE OWNER.
4. ALL SUBMERGED SUCTION GRATES/COVERS MUST BE APPROVED PER VGB
2008 AND LISTED IN THE CONSUMER PRODUCT SAFETY COMMISSIONS WEB
SITE FOR USE FOR SUBMERGED SUCTIONS.
5. ALL PRODUCTS MUST ALSO HAVE THE CORRECT MARKINGS AS REQUIRED BY
THE ACT AND AMSE/ ANSI A112.19.8-2007(2008). THE POOL CONTRACTOR
MUST PROVIDE DOCUMENTATION TO THE OWNER OF THE DATE THE DRAIN
COVERS EXPIRE AND NEED TO BE REPLACED.
6. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DEVIATING FROM THE
CONSTRUCTION DOCUMENTS: THE CONTRACTOR IS FULLY AWARE THAT THE
CHANGING OF THE SUBMERGED SUCTIONS OUTLETS HAVE NOT ONLY TO DO
WITH THE GRATES BUT THERE IS ALSO THE FOLLOWING THAT MUST BE
CONSIDERED: VELOCITIES THROUGH GRATES, SUMP DIMENSIONS, FLOW AT
THE PIPES, NUMBER OF SUCTIONS, SECONDARY SAFETY SYSTEMS, TESTING
OF GRATES WITH SUMP TYPES, AND MORE. CONTRACTOR MUST REVIEW VGB
2008 / AMSE A112.19.8-2007(2008) IN ITS ENTIRETY AND RESPONSIBLE FOR
FULL COMPLIANCE.
NO DIVING
FT IN
S
GFI
HB
A
MAIN DRAIN
18 X 18
ROPE LINES
ROPE ANCHORS
WATER DEPTH MARKINGS
(TWO BEND)
HANDRAIL
WALL INLET
RECESSED STEPS
GRAB RAILS AT
GROUND FAULT INTERRUPTER
DUPLEX RECEPTACLE WITH
FINISH NOTE (RE: TILE SCHEDULE
HOSE BIB
WATER SENSOR
AND SPECS)
PC POOL CONTRACTOR
MC MECHANICAL CONTRACTOR
EC ELECTRICAL CONTRACTOR
EMERGENCY STOP
1 KEY NOTES
FM
VB
FS
P
C
V
ANALOG FLOW METER
VACUUM BREAKER
SIGHT GLASS
DIAL VALVE
LEVER OPERATED BUTTERFLY VALVE
TRUE UNION BALL CHECK VALVE
SOLENOID VALVE
FLOW SWITCH
LIQUID FILLED PRESSURE GAUGE
FLEXIBLE PIPE CONNECTION
LIQUID FILLED COMPOUND GAUGE
LIQUID FILLED VACUUM GAUGE
THERMOMETER
TRUE UNION BALL VALVE
BALL VALVE
3 WAY VALVE
S
TS TEMPERATURE SENSOR
J JET TIMER
PNEUMATIC VALVE
N
E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12
E13
E14
EB
EC
ED
EE
EF
2
Q
9
EG
EH
1
L
P
M
3 4 6 7
A4
A5
8
M.6
AH
N
7.96.4
NJ
5
SPRAY
FEATURE
AREA
LEISURE POOL
EXISTING
LAP POOL
HBGFI
HB
HB
HB
GFI
GFI GFI
E2 E3
E4 E5 E6
2
Q
EG
EH
1
NJ
SPA JET PUMP
SPA CIRC. PUMP
SLIDE PUMP
LEISURE CIRC. PUMP
CURRENT PUMP #1
LEISURE AMENITY PUMP #1
LEISURE AMENITY PUMP #1
CURRENT PUMP #2
LEISURE POOL FILTERSPA FILTER
ELECTRICAL PANEL
30 GALLON AIR
COMPRESSOR
CAL-HYPO CHLORINATORS
CHEMICAL CONTROLLERS
AND TEST SINK BELOW
AUTOFILLS
BACKFLOW
PREVENTER
EYEWASH/SHOWER
ACID CABINET WITH
EXHAUST BLOWER
CLEAR COMFORT SYSTEMS
CAL-HYPO CABINET
WITH EXHAUST BLOWER
EXISTING LAP NEW POOL ACCU-
TAB AT1070 CHLORINATOR
PROVIDE POWER AND INTERLOCK
WOTH CHEMICAL CONTROLLER
SPA JET BLOWER
PUMP PIT
SPA HEATER (TOP)
LEISURE HEATER (BOTTOM)
ON RACK
SUCTION PLUMBING AND MANIFOLD AREA
PUMP VFDS
CLEAR COMFORT
PUMPS
GFI
HB
DEPTH MARKER:
1. DECK DEPTH MARKERS SHALL BE NON-SLIP TILE W/ 4" HIGH CONTRASTING NUMERALS AND LETTERS.
2. WALL DEPTH MARKERS SHALL HAVE 4" HIGH LETTERS WITH A COLOR THAT CONTRASTS TO BACKGROUND.
LETTERS SHALL BE ADHERED SO THAT FACE OF LETTER IS FLUSH WITH ROOM WALL FINISH SURFACE AND IS
READABLE FROM THE INSIDE OF THE POOL BY BATHERS.
NOTE:
1. DEPTH SHALL BE VERIFIED BY SECTION 13 1500 CONTRACTOR AND MARKERS SHALL BE INSTALLED TO
INDICATE ACTUAL DEPTH OF WATER.
2. WALL AND DECK DEPTH MARKERS SHALL BE SPACED AT NOT MORE THAN 25 FEET INTERVALS, MEASURED
PERIPHERALLY. REFER TO PLAN FOR APPROXIMATE LOCATION.
"NO DIVING" MARKER:
1. "NO DIVING" TILES SHALL BE WHITE NON-SKID TILE W/ 4" HIGH CONTRASTING LETTERS.
2. "NO DIVING" TILES SHALL BE RECESSED SO THAT THE FACE OF TILE IS FLUSH W/ FINISHED SURFACE OF
POOL DECK.
3 6
FT IN
NO DIVING
POOL EDGE
INTERNATIONAL
DEPTH MARKER &
"NO DIVING"
MARKER
SKIMMER POOL DEPTH MARKER
(PLAN VIEW)
6"6"6"
6"
3"
7/
8
"
COPING OVERHANGPOOL INTERIOR
VERTICAL DEPTH MARKER
INSIDE POOL @ WATERLINE
POOL COPING
NUMBERS FOR REFERENCE
ONLY, REFER TO POOL
PLANS FOR ACTUAL WATER
DEPTHS
NO SCALE4AQUATICS PLAN NOTE
NO SCALE5AQUATICS BIDDING NOTES
NO SCALE7AQUATICS ELECTRICAL NOTE
NO SCALE8AQUATICS PIPING NOTE
NO SCALE6AQUATICS SUBMERGED SUCTION
NO SCALE9AQUATICS SYMBOL KEY
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
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C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
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10-31-16 PERMIT
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16003
POOL SITE, NOTES,
AND EQUIPMENT
ROOM
AQ1.1
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3/32" = 1'-0"1 POOL SITE
3/16" = 1'-0"2 POOL EQUIPMENT ROOM
NO SCALE3POOL DEPTH MARKER
DESIGN CRITERIA
LEISURE POOL
BATHER LOAD
PH CONTROL TYPE
SANITATION TYPE
NUMBER OF LIGHTS
NUMBER OF JET FITTINGS
LAZY RIVER CURRENT FITTINGS
NUMBER OF DRAINS - CURRENT
NUMBER OF DRAINS - JET/ AMENITY
NUMBER OF DRAINS - CIRCULATION
NUMBER OF SKIMMERS
NUMBER OF INLETS
COLLECTION TANK
HEATER REQUIREMENTS
BACKWASH FLOW RATE
UNIT FILTER RATE
SAND FILTER TYPE / VOLUME
TURNOVER PERIOD
CIRCULATION RATE
POOL PERIMETER
POOL VOLUME
WATER SURFACE AREA 2,479 SF WATER (295 SF ZERO ENTRY APRON)
39,834 GALLONS
338'-7 1/2"
330 GPM
2.01 HOURS
1 - NEPTUNE BENSON, DEFENDER, SP-27-48-487, 381 SF
0.866 GPM/SF
159 GALLONS TO SANITARY
1,440,000 BTUH
---
8 FLOOR INLETS AND 16 WALL INLETS
14
4 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED
2 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED
6 - 18"X36" SUMP AND COVER GRATE ASME-2007 CERTIFIED
12
12
CAL-HYPO
MURIATIC ACID
248 BATHERS
TEMPERATURE
UNDERWATER LIGHT NICHE
UNDERWATER LIGHTS
AUTOFILL CONTROLLER
CHEMICAL TANKS
SANITATION FEED AND
CHEMICAL PUMP
CHEMICAL CONTROLLER
THERMOMETERS
FLOW METERS
PRESSURE / COMPOUND GAUGES
HEATER
JET FITTINGS
CURRENT FITTINGS
INLETS
DRAIN FITTINGS - JET/ AMENITY
DRAIN FITTINGS - CIRCULATION
SKIMMER
FILTER - SAND
AMENITY PUMPS:
CIRCULATION PUMP
EQUIPMENT CRITERIA
1 - PENTAIR, EQK-750, 7.5 HP, 340 GPM @ 68' TDH, 460 V, 3 PHASE, 50/60 HZ, TEFC WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET.
1 - PENTAIR, EQK-500, 5 HP, 270 GPM @ 60' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH (AMENITY PUMP #1)
1 - PENTAIR, EQK-500, 5 HP, 270 GPM @ 60' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH (AMENITY PUMP #2)
4 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA.
PENTAIR, WALL SUPPLY INLET, MODEL #542402, 1-1/2" THREADED W/ 1-1/2" SOCKET, WHITE; PENTAIR, FLOOR INLETS, MODEL 8417-000
HYDRO AIR, HYDRO JET, MODEL #10-5100 WITH JET EXTENSION MODEL #10-4400
LOCHINVAR COPPERFIN 2, CPN1442, 1,440,000 BTUH POOL HEATER. 12" VENT, 12" AIR, 2" GAS CONNECTION. FURNISH AND INSTALL BARAMETRIC DAMPENER
AND DIRECT AIR SYSTEM FOR SELF COMBUSTION
ASHCROFT, LIQUID FILLED, MODEL 1009, 1-PRESSURE GAUGE AND 1-COMPOUND GAUGE PER PUMP
SIGNET MK-509 FLOW INDICATOR, MK-515-30-PI FLOW SENSOR, SENSOR INSTALLATION PVC FITTING
TRERICE, ECON-O-THERM SERIES, A15203, 30-130 DEGREES FAHRENHEIT WITH BRASS WELL
BECSYS 3, CONTINUOUS MONITORING AND CONTROL, 120V, 10 A, 60 HZ, PH 7.2 TO 7.8, CHLORINE AND ORP MONITOR, PROVIDE
FLOW SWITCH AND SENSOR CELL ASSEMBLY
ACCU-TAB, MODEL 1030, 120 V, 50/60 HZ, CONNECTION TO POWER; INTERLOCK TO CHEMICAL CONTROLLER FOR SOLENOID
BULK DILUTED ACID TANK WITH STENNER PUMP, MODEL 45M, 1/30 HP, 120 V, 26 RPM, 50/60 HZ,
INTERLOCK TO CHEMICAL CONTROLLER & FLOW SWITCH
CHLORINE: (4) 50# PAILS OF ACCU-TAB TABLETS LOCATED IN CHLROINE CABINET (SHARED WITH POOLS)
ACID: (1) CHEMTAINER TC3448DC, DOUBLE CONTAINMENT TANK, 100 GAL. CAPACITY (SHARED W/ POOLS)
PROVIDE (2) SECURALL CABINETS, MODEL C360, WITH EXHAUST BLOWER, MODEL EXM200, AND GALVANIZED DUCT, MODEL FGH200 (SHARED)
AQUA CONTROL TECHNOLOGY, MODEL ELC-800R, AND SLOW CLOSING SOLENOID VALVE, 120 V, 0.75 A, 60 HZ, AND 24 V
OUTPUT TO SOLENOID
12 - PENTAIR, INTELLIBRITE 5G POOL, UNDERWATER LED LIGHT, 120V, 1 PHASE, 18 W (500W EQUAL) COORDINATE
LENGHT OF CORD WITH ELECTRICAL.
PENTAIR, LARGE STAINLESS STEEL NICHE, MODEL #78210500, FOR CONCRETE & WITH 1" REAR HUB
86 DEG.F
PH FEED AND CHEMICAL PUMP
2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA.
ASA MANUFACTURING, INC., 3" FIBERGLASS RIVER CONTROL INSERTS
CURRENT PUMP 2 - AURORA 362A, HORIZONTAL PUMP, 6x6x12B, 40 HP, 2000 GPM @ 52' TDH, 460 V, 3 PHASE, 1800 RPM, 60 HZ; PROVIDE PENTAIR ; PROVIDE VFD DRIVES FOR EACH
CURRENT PUMP
NEPTUNE BENSON, DEFENDER, SP-27-48-487; PROVIDE GREEN DRIVE PUMP VFD, AND CONTROLLER WITH (SHARED) KOBALT COMRESSOR FOR AUTOMATED VALVES,
2 HP, 5.5 CFM @ 90 PSI, 120V, 1 PHASE, 15 A
PENTAIR, ADMIRAL S20 SKIMMER, MODEL 84420500 WITH LAWSON AQUATICS EQUALIZER
DRAIN FITTINGS - CURRENT 6 - 18"X54", LAWSON AQUATICS, MLD-SG-1836 SUMP & GRATE, VGB APPROVED, RATED AT 2080 GPM EA.
CLEAR COMFORT, MODEL CCW300, 120V, 1 PHASE, PROVIDE PENTAIR, WFE-2, 1/2 HP, 115/208-230V, 1 PHASE BOOSTER PUMPSUPPLIMENTAL TREATMENT
18
1 - PENTAIR, EQK-1500, 15 HP, 650 GPM @ 74' TDH, 460 V, 3 PHASE, 50/60 HZ. PROVIDE (1) EXTRA STRAINER BASKET, INTERLOCK TO EPO SWITCH; PROVIDE VFD FOR FOR
THIS PUMP (SIZED FOR FUTURE)
SLIDE PUMP (FUTURE):
DRAIN FITTINGS - SLIDE 2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA.
NUMBER OF DRAINS - SLIDE 2 - 18"X18" SUMP AND COVER GRATE ASME-2007 CERTIFIED
DESIGN CRITERIA
FUTURE SPA
TEMPERATURE
UNDERWATER LIGHT NICHE
UNDERWATER LIGHTS
AUTOFILL CONTROLLER
CHEMICAL TANKS
SANITATION FEED AND
CHEMICAL PUMP
CHEMICAL CONTROLLER
THERMOMETERS
FLOW METERS
PRESSURE / COMPOUND GAUGES
HEATER
JET FITTINGS
AIR BLOWER
INLETS
DRAIN FITTINGS - JET/ AMENITY
DRAIN FITTINGS - CIRCULATION
SKIMMER
FILTER - SAND
JET/ AMENITY PUMP
CIRCULATION PUMP
EQUIPMENT CRITERIA
BATHER LOAD
PH CONTROL TYPE
SANITATION TYPE
NUMBER OF LIGHTS
NUMBER OF JET FITTINGS
NUMBER OF DRAINS - JET/ AMENITY
NUMBER OF DRAINS - CIRCULATION
NUMBER OF SKIMMERS
NUMBER OF INLETS
SURGE TANK
HEATER REQUIREMENTS
BACKWASH FLOW RATE
UNIT FILTER RATE
SAND FILTER TYPE / VOLUME
TURNOVER PERIOD
CIRCULATION RATE
POOL PERIMETER
POOL VOLUME
WATER SURFACE AREA 123 SF
2,325 GALLONS
43'-5 1/8"
130 GPM
17.9 MINUTES
0.949 GPM/SF
66 GAL. TO SANITARY
250,000 BTUH POOL HEATER
-
5 WALL INLETS
3
2 - 18"X18" SUMP AND GRATE VGB COMPLIANT & ASME-2007 CERTIFIED (SHARED)
12
2
CAL-HYPO
DILUTED MURIATIC ACID
12 BATHERS
1 - PENTAIR, WHISPERFLO XF, XFK-12, 3 HP, 130 GPM @ 72' TDH, 460V, 3 PHASE, 50/60 HZ, TEFC
WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET. PROVIDE VFD
2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. (SHARED)
PENTAIR, WALL SUPPLY INLET, MODEL #542402, 1-1/2" THREADED W/ 1-1/2" SOCKET, WHITE
HYDRO AIR, HYDRO JET, MODEL #10-5100 WITH JET EXTENSION MODEL #10-4400
LOCHINVAR ENERGY RITE, ERN252, 250,000 BTUH POOL HEATER. 6" VENT, 5" AIR, 1" GAS CONNECTION.
FURNISH AND INSTALL BARAMETRIC DAMPENER. AND DIRECT AIR SYSTEM FOR SELF COMBUSTION
ASHCROFT, LIQUID FILLED, MODEL 1009, 1-PRESSURE GAUGE AND 1-COMPOUND GAUGE PER PUMP
SIGNET MK-509 FLOW INDICATOR, MK-515-30-PI FLOW SENSOR, SENSOR INSTALLATION PVC FITTING
TRERICE, ECON-O-THERM SERIES, A15203, 30-130 DEGREES FAHRENHEIT WITH BRASS WELL
BECSYS 3, CONTINUOUS MONITORING AND CONTROL, 120V, 10 A, 60 HZ, PH 7.2 TO 7.8, CHLORINE AND ORP MONITOR, PROVIDE
FLOW SWITCH AND SENSOR CELL ASSEMBLY
BULK DILUTED ACID TANK WITH STENNER PUMP, MODEL 45M, 1/30 HP, 120 V, 26 RPM, 50/60 HZ,
INTERLOCK TO CHEMICAL CONTROLLER & FLOW SWITCH
AQUA CONTROL TECHNOLOGY, MODEL ELC-800R, AND SLOW CLOSING SOLENOID VALVE, 120 V, 0.75 A, 60 HZ, AND 24 V
OUTPUT TO SOLENOID
PENTAIR, INTELLIBRITE 5G SPA, UNDERWATER LED LIGHT, 120V, 1 PHASE, 18 W (100W EQUAL)
COORDINATE LENGHT OF CORD WITH ELECTRICAL.
PENTAIR, SMALL STAINLESS STEEL NICHE, MODEL #78244300, FOR CONCRETE & WITH 1" REAR HUB
103 DEG.F
PH FEED AND CHEMICAL PUMP
2 - 18"X18" SUMP AND GRATE VGB COMPLIANT & ASME-2007 CERTIFIED (SHARED)
2 - 18"X18", LAWSON AQUATICS, MLD-SG-1818 SUMP & GRATE, VGB APPROVED, RATED AT 816 GPM EA. (SHARED)
1 - ROTRON DR555K72 REGENERATIVE BLOWER, 3HP, 230/460V, 3PH, 7.6/3.8 AMP. INTERLOCK TO JET PUMP & EPO SWITCH.
1 - NEPTUNE BENSON, DEFENDER, SP-18-48-176, 137 SF
1 - PENTAIR, WHISPERFLO XF, XFK-20, 5 HP, 180 GPM @ 64' TDH, 460V, 3 PHASE, 50/60 HZ, TEFC
WITH INTEGRAL STRAINER POT. PROVIDE (1) EXTRA STRAINER BASKET. PROVIDE VFD
NEPTUNE BENSON, DEFENDER, SP-18-48-176, PROVIDE GREEN DRIVE PUMP VFD, AND CONTROLLER WITH (SHARED) KOBALT COMRESSOR
FOR AUTOMATED VALVES, 2 HP, 5.5 CFM @ 90 PSI, 120V, 1 PHASE, 15 A
PENTAIR, ADMIRAL S20 SKIMMER, MODEL 84420500 WITH LAWSON AQUATICS EQUALIZER
ACCU-TAB, MODEL 1030, 120 V, 50/60 HZ, CONNECTION TO POWER; INTERLOCK TO CHEMICAL CONTROLLER FOR SOLENOID
SUPPLIMENTAL TREATMENT
CHLORINE: (4) 50# PAILS OF ACCU-TAB TABLETS LOCATED IN CHLROINE CABINET (SHARED WITH POOLS)
ACID: (1) CHEMTAINER TC3448DC, DOUBLE CONTAINMENT TANK, 100 GAL. CAPACITY (SHARED W/ POOLS)
PROVIDE (2) SECURALL CABINETS, MODEL C360, WITH EXHAUST BLOWER, MODEL EXM200, AND GALVANIZED DUCT, MODEL FGH200 (SHARED)
CLEAR COMFORT, MODEL CCW300, 120V, 1 PHASE, PROVIDE PENTAIR, WFE-2, 1/2 HP, 115/208-230V, 1 PHASE BOOSTER PUMP
NOTE: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL INTERLOCKING OF POOL SYSTEMS. POOL CONTRACTOR
MUST COORDINATE WITH ELECTRICAL CONTRACTOR FOR INTERLOCKING POOL SYSTEM AS SAID IN POOL
COORDINATION SCHEDULE. VERIFY VOLTAGES WITH ELECTRICAL PRIOR TO ORDERING EQUIPMENT.
NOTE: SANITARY BACKWASH REQUIREMENTS - 150 GPM BY GRAVITY IN THE POOL MECHANICAL ROOM. POOL
SHELL AND FIXTURE BONDING BY ELECTRICAL CONTRACTOR.
PC = POOL CONTRACTOR
MC = MECHANICAL CONTRACTOR
EC = ELECTRICAL CONTRACTOR
1 ACID PUMP 1/30 HP ECPC PC -
5 A 2" FROM RPZ BY MC1PCECAUTO FILL CONTROLLER -PC
POOL MECHANICAL ROOM
POOL MECHANICAL ROOM
POOL MECHANICAL ROOM13033 HP PC ECEC -SPA CIRCULATION PUMP1
SPA 250,000 BTUH HEATER1 POOL MECHANICAL ROOM-15 A PC ECEC
SPA UNDER WATER LIGHT (WHITE LED)2 ECEC120VSPA-1 PC -
POOL MECHANICAL ROOM18035 HP PC ECEC -SPA JET PUMP1 460V 15 MIN. TIMER, INTERLOCK W/ CIRCULATION PUMP, PC TO PROVIDE VFD
CHEMICAL CONTROLLER1 10 A PC FLOW SENSOR, CONNECT WITH CHLORINE GEN, ACID PUMP AND PPG BACKUP SOLENOID, OUTSIDE MONITORING CONNECTIONS EC PC -POOL MECHANICAL ROOM
POOL CLEANING OUTLETS4 CIRCUITS SHOULD BE GFI PROTECTEDPC EC PC -5- POOL DECK
120V
120V
120V
120V
FLOW SENSOR
1 PPG CHLORINATOR 15 A120V PC CONNECT TO CHEM CONTROLLER AND TO POWER REQUIRED FOR PUMP ON CHLORINATOR; PROVIDE ONE UNIT TO EXISTING LAP POOLPOOL MECHANICAL ROOM EC PC -
NICHE AND LAMP BY P.C. / PULLING LIGHT, "J" BOX, CONDUIT, AND WIRING BY E.C. , PROVIDE SWITCH IN LIFEGUARD ROOM BY EC
-
120 V 1 5" VENT, 6" AIR, 1" GAS LINE
18 W
POOL MECHANICAL ROOM650315 HP PCSLIDE CIRCULATION PUMP1 460 V
460V
1 CLEAR COMFORT SUPPLIMENTAL TREATMENT 10 A. EA ECPC PC -CHEMICAL CABINET TO BE VENTED BY MC, CONNECT TO CHEM CONTROLLERPOOL MECHANICAL ROOM120V
-1
-1
-1
-1
-1
PC EC PC -5- POOL DECK1/2 HP ECPC PC -CHEMICAL VENTING FROM BLOWER TO OUTSIDE BY MC, BLOWER AND GALVANIZED DUCT FROM BLOWER TO CABINET BY PCPOOL MECHANICAL ROOM-
POOL MECHANICAL ROOM-3 3 HP PC ECEC -SPA JET AIR BLOWER1 460V ON WITH JET PUMP 15 MIN. TIMER, INTERLOCK W/ CIRCULATION PUMP
20 A1 PC ECDEFENDER FILTER CONTROLLER PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM VALVES FOR OPERATION OF SEQUENCE; PROVIDE ONE UNIT PER POOL -
STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER; PC TO PROVIDE VFD
STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER, PC TO PROVIDE VFD
ECEC -
REFER TO PLUMBING DRAWINGMCMC
VOLTSQTY.UNIT NAME
POOL MECHANICAL ROOM34037.5 HP PC STARTER, EMERGENCY STOP, PROVIDE VFD FOR FLOW CONTROL FOR CONTROLLER ON FILTER, PC TO PROVIDE VFD
GPMHP/AMP/WPHASE
FURNISHED
& SET BY LOCATION CONTROLS & INTERLOCKS
ECEC -
DUCT WORK, GAS &LOW VOLTAGE
24 VOLTS OR LESS
CONTROL WIRING
AND POWER
WIRING, SWITCHES,
CONTRACTORS WATER PIPING
1 ACID PUMP 1/30 HP ECPC PC -
5 A 2" FROM RPZ BY MC
--MC -
1 PC ECAUTO FILL CONTROLLER -PC
LEISURE POOL CIRCULATION PUMP1
4- POOL DECK, 1- MECH. ROOM
POOL MECHANICAL ROOM
POOL MECHANICAL ROOM
460 V
LEISURE POOL 1,440,000 BTUH HEATER1 120 V POOL MECHANICAL ROOM-1 15 A PC FLOW SENSOR ECEC
CHEMICAL CONTROLLER1 10 A PC FLOW SENSOR, CONNECT WITH CHLORINE GEN, ACID PUMP AND PPG BACKUP SOLENOID, OUTSIDE MONITORING CONNECTIONS EC PC -POOL MECHANICAL ROOM
4 PC EC PC -5- POOL DECK
120V
120V
120V
120V
HOSE BIBS5
12" VENT, 12" AIR, 2" GAS LINE
1 PPG CHLORINATOR 15 A120V PC CONNECT TO CHEM CONTROLLER AND TO POWER REQUIRED FOR PUMP ON CHLORINATOR; PROVIDE ONE UNIT TO EXISTING LAP POOLPOOL MECHANICAL ROOM EC PC -
LEISURE POOL UNDER WATER LIGHTS (WHITE LED)12 120V -1 55 W EC LEISURE POOL ECEC -
LEISURE POOL WATER AMENITY PUMP2 3 2405 HP POOL MECHANICAL ROOMPC INTERLOCK W/ CIRCULATION PUMP, PROVIDE SWITCH AT LIFEGUARD ROOM, PC TO PROVIDE VFD PER PUMP ECEC -460 V
LEISURE POOL CURRENT PUMP2 3 220040 HP POOL MECHANICAL ROOMPC INTERLOCK W/ CIRCULATION PUMP AND PROVIDE VFD TO CONTROL FLOW FOR EACH PUMP, PROVIDE SWITCH AT LIFEGUARD ROOM ECEC -460 V
1 CLEAR COMFORT BOOSTER PUMP 1/2 HP ECPC PC -POOL MECHANICAL ROOM115/208-230V
-1
-1
-1
-1
-1
--
4 PC EC PC -5- POOL DECK120V2CHEMICAL CABINET EXHAUST BLOWER 1/2 HP ECPC PC -CHEMICAL VENTING FROM BLOWER TO OUTSIDE BY MC, BLOWER AND GALVANIZED DUCT FROM BLOWER TO CABINET BY PCPOOL MECHANICAL ROOM120V-1
2 HP, 15 A1 PC ECDEFENDER FILTER AIR COMPRESSOR PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM CONTROLLER ON FILTER; PROVIDE ONE UNIT SHARED BETWEEN ALL POOLS -
20 A1 PC ECDEFENDER FILTER CONTROLLER PCPOOL MECHANICAL ROOM120V-1 CONNECT TO FILTER SYSTEM VALVES FOR OPERATION OF SEQUENCE; PROVIDE ONE UNIT PER POOL -
REFER TO PLUMBING DRAWINGMCMC4- POOL DECK, 1- MECH. ROOMPUMP CART GFI OUTLETS5 --120V 2 HP, 30 A EC
NICHE AND LAMP BY P.C. / PULLING LIGHT, "J" BOX, CONDUIT, AND WIRING BY E.C. , PROVIDE SWITCH IN LIFEGUARD ROOM BY EC
4
CIRCUITS SHOULD BE GFI PROTECTED
EC PC -5 EC PC --
4 CIRCUITS SHOULD BE GFI PROTECTEDPC EC PC -5- POOL DECK120V1CLEAR COMFORT SUPPLIMENTAL TREATMENT 10 A. EA ECPC PC -CHEMICAL CABINET TO BE VENTED BY MC, CONNECT TO CHEM CONTROLLERPOOL MECHANICAL ROOM120V-1
INTERLOCK W/ CIRCULATION PUMP
LEISURE POOL CIRCULATION PUMP (BASE BID)
FOR FUTURE INSTALL NOT INCLUDED IN BASE BID EXCEPT FOR PLUMBING
CLEAR COMFORT BOOSTER PUMP 115/208-230V 11
CONNECT TO CHEM CONTROLLER WHERE POWER IS TO BE CONNECTED FOR OPERATION OF CHEMCIAL PUMP
CONNECT TO CHEM CONTROLLER WHERE POWER IS TO BE CONNECTED FOR OPERATION OF CHEMCIAL PUMP
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
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O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
NO SCALE
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q
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i
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S
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e
e
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a
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ES
T
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A
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AC
10-31-2016
16003
POOL DATA AND
COORDINATION
AQ1.2
66
0
C
O
M
M
U
N
I
T
Y
D
R
I
V
E
ES
T
E
S
P
A
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K
,
C
O
NO SCALE1LEISURE POOL DATA
NO SCALE2FUTURE SPA DATA
NO SCALE3AQUATIC COORDINATION SCHEDULE
NOTES:
1) POOL CONTRACTOR MUST VERIFY ALL PRODUCTS & QUANTITIES MEET OR EXCEED CODE REQUIREMENTS.
2) POOL CONTRACTOR MUST COORDINATE BONDING & GROUNDING OF ALL APPLICABLE ITEMS WITH ELECTRICAL CONTRACTOR.
MAKE & MODEL#UNIT NAME
16
18
POOL STAIR HANDRAIL1
HANDRAIL ANCHOR3
CIRCULATION RETURN FITTING (WALL)9
SURFACE SKIMMER11
ZERO ENTRY GUTTER GRATE12
ADA POOL LIFT13
10
ADA STAIR RAIL14
CUP ANCHOR
17
19
15
SAFETY ROPE FLOAT
RECESSED STEPS5
ZERO-DEPTH ENTRY HANDRAIL2
HANDRAIL ESCUTCHEONS4
GRAB RAIL6
CIRCULATION SUCTION OUTLET7
AMENITY /JET / CURRENT SUCTION OUTLET8
SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS
SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS
SPECTRUM AQUATICS, 6" DEEP, 304L STAINLESS STEEL WEDGE ANCHOR, FOR 1.5" RAILS
SPECTRUM AQUATICS, ROUND, 304L STAINLESS STEEL, FOR 1.5" RAILS
SPECTRUM AQUATICS, 304L STAINLESS STEEL, SLIP RESISTANT, INSTALLED FLUSH W/ POOL FINISH
SPECTRUM AQUATICS, 26" CISCO, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
LAWSON AQUATICS 12" PVC, PARALLEL GUTTER GRATE W/ NON-SLIP FINISH
SPECTRUM AQUATICS #26705 TRAVELER XRC LIFT W/ #27450 ANCHOR
SPECTRUM AQUATICS #58315, 316L STAINLESS STEEL
9" BLUE/WHITE/BLUE COLOR FLOAT W/ 3/4" ROPE & SS HOOKS ON EA. END
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
CIRCULATION RETURN FITTING (FLOOR)
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
SPRAY ARCHES
20
ROMAN FOUNTAINS OR CRYSTAL FOUNTAINS OR VORTEX VOR-0305 DIRECTIONAL JET; RE: DETAIL
GEYSERS
21
FIELD BUILT GEYSERS REFER TO DETAILS
POOL WATER FEATURE
22
VORTEX, FROG NO. 6, VOR-7659
23
24
HYDROTHERAPY JETS
25
REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY
SPECTRUM AQUATICS CUSTOM RAIL, 316L STAINLESS STEEL, 1.5" O.D. W/ 0.12" WALL THICKNESS
POOL WATER FEATURE VORTEX, SPRAY CANON, VOR-0201, RED
POOL WATER FEATURE VORTEX, SPRAY CANON, VOR-0201, BLUE
POOL WATER FEATURE VORTEX, WATER GARDEN SNAKE NO.1, VOR-7213
POOL WATER FEATURE VORTEX, TURTLE NO. 2, VOR-7216
POOL WATER FEATURE VORTEX, FUMBLING FIVE, VOR-7384
26
CURRENT INLET SUPPLIES ASA 3" INLETS AT VARIOUS AREAS IN CURRENT AREA
UNDERWATER POOL LIGHTS REFER TO DATA TABLE FOR MAKE, MODEL, SIZE & QUANTITY27
EXPANSION JOINT REFER TO 14/AQ2.3 DETAIL FOR REINFORCING28
FINISH SCHEDULE:
AREA SIZE TYPE MMFG OR EQUAL COLOR
A WATERLINE 2"X2"CERAMIC TILE DAL TILE MOSAICS MID-PRICE; RE:ARCH
B TOP OF POOL/SPA WALL P.I.P. COPING CONCRETE STEGMEIER FORMS AND P.I.P COPING; RE: ARCH FOR
COLOR
C EXTERIOR SPA VERTICAL FACE 1"X1"CERAMIC TILE DAL TILE MOSAICS, MID-PRICE; RE: ARCH
D SPA INTERIOR FINISH ---PLASTER DIAMOND BRITE; COOL BLUE
E INTERIOR STAIR CONTRASTING EDGE 2-1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH
COLOR CONTRASTING
F UNDERWATER BENCH TOP 1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH
WHITE OR LIGHT COLOR
G BENCH CONTRASTING EDGE 2-1"X1"CERAMIC TILE DAL TILE MOSAICS, RE: ARCH
COLOR CONTRASTING
H NO DIVING AND DEPTH MARKER 6"X6"CERAMIC TILE REFER TO DETAILS FOR INFORMATION;
RE: 3/AQ1.1
I POOL INTERIOR FINISH ---PLASTER DIAMOND BRITE; COOL BLUE
NOTES:
1. REFER TO ARCHITECTURAL FOR PATTERNS OR QUESTIONS OF COLOR.
2. ALL TILE TO BE NON-SLIP NON-SKIP FOR HORIZONTAL APPLICATIONS. IT SHALL BE FROSTPROOF FOR OUTDOOR APPLICATIONS.
3. WATERLINE TO BE NON-GLAZED TILE.
NOTE:
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. PROVIDE GFI PROTECTED AUTOMATIC FLOOR CLEANER AND PUMP CART THAT SHALL NOT BE USED WHEN POOL IS OPEN TO USE.
3. 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.
MAINTENANCE AND SAFETY EQUIPMENT
QTY.DESCRIPTION MAKE & MODEL
1 ELECTRIC VACUUM CART MAXSWEEP, PORTABLE FILTER, 2 HP PUMP CART SYSTEM, GFI PROTECTED, 100 FT CORD
1 VACUUM HEAD RAINBOW #215 -24" W/SWIVEL WHEELS, AND RAINBOW #188, 12" OR EQUAL
1 VACUUM HOSE 2" HEAVY DUTY, X 50 FT AND 2" HEAVY DUTY X 10 FT
1 NYLON BRUSH 12" CURVED W/ ALUMINUM BACK, AND 18" CURVED W/ ALUMINUM BACK
2 S/S BRUSH ONE 12" AND ONE 9" STRAIGHT BRUSH
1 SKIMMER NET RAINBOW #126 OR EQUAL
2 EXTENSION POLE RAINBOW #828-16 ADAPT-A-POLE KITS TO ASSEMBLE 32 FT FIBERGLASS POLE OR EQUAL
2 STRAIGHT POLE RAINBOW # 808-22, 22 FT AND #808-12, 12 FT FIBERGLASS STRAIGHT POLES OR EQUAL
2 LIFE HOOK RAINBOW #153 OR EQUAL
1 AUTOMATIC (ROBOTIC) FLOOR CLEANER WAVE 100
1 TELEPHONES ADJACENT TO POOL AREA WITH EMERGENCY CONTACT NUMBERS
2 SWIMMING POOL WATER TEST KIT WHICH INCLUDES TEST FOR; TA, CH, pH, CYA,FREE, AND COMBINED CHLORINE
2 30" US COAST GUARD APPROVED RING BUOY W/50FT OF 1/4" NYLON ROPE
1 SPINE BOARD WITH HEAD IMMOBILIZING AND RESTRAINT STRAPS
2 FIRST AID KIT SHALL MEETS OSHA REQUIREMENTS
1 SPA COVER - PROVIDE INSULATED SPA COVER PER SPECIFICATION AND PER IECC CODES
3 LIFEGUARD CHAIRS, SPECTRUM AQUATICS MENDOTA 3' RECYCLED POLYETHYLENE
1 POOL COVER - PROVIDE PER SPECIFICATION AND PER CURRENT IECC CODES
21
L
P
M
3 4 6
M.6
N
6.4
5
0'-0"
WD
1'-0"
WD
2'-0"
WD
3'-0"
WD
3'-6"
WD
3'-6"
WD
3'-6"
WD
3'-6"
WD
LEISURE POOL
JET
AREA
LAZY
RIVER
LAZY
RIVER PLAY FEATURE
AREA
PASSIVE
AREA
ADA STAIR (SECOND
ADA ACCESS)
ADA LIFT (FIRST
ADA ACCESS)
FUTURE SLIDE INFORMATION:
-TOWER HEIGHT: 11.5 FT MAX.
-34" FLUME WITH RUNOUT: 110 FT
TO120 FT; HALF RUN IS COVERED
AND HALF OPEN
-SQUARE TOWER WITH ROUND
STAIR ACCESS
-RUNOUT TANK UNDERNEATH END
THAT DRAINS INTO LEISURE POOL
18
'
-
1
1
/
2
"
R 10' - 0"
R 2 ' - 0 "
R 6 ' - 0 "
R 1 0 ' - 0 "
R 1 2 ' - 0 "
R 1 2 ' - 0 "
R 14' - 0"
R 4' - 6"
R 6 ' - 0 "
R 1' - 0"
R 0 ' - 9 "
R 1
1' - 8"
R
8
'
-
6
"
R 1 ' - 6 "
R 1
4' - 0"
R
1
6
'
-
0
"
R
1
'
-
0
"
R 18' - 0"
R
2
3' -
0
"
R 6' - 0"R 7' - 6"
R 1 0 ' - 0 "
R 45' - 0"
R 42' - 0"
R
4
2' -
0
"
R
3
0
' -
0
"
R
1
8
'
-
0
"
R 4
3' -
0"
R 4
8' - 0"
R 2 0 ' - 0 "
R 2 0 ' - 0 "
R 2 2 ' - 0 "
R 11' - 0"
R 15' - 6"
R 1 ' - 0 "
R 1 ' - 0 "
R 0' - 9"
1' - 10"
1' - 0 5/8"2' - 0 1/4"
1' - 3"
1' - 5"
2' - 1"
6' - 3 1/4"5' - 1 3/8"3' - 7 1/4"
7/8"
5' - 8 3/4"3' - 5"6' - 0"10' - 0"9' - 6 5/8"11 3/4"11 1/2"11 3/8"11 1/8"10 1/2"
9 3/4"
3' - 10 1/2"
2' - 6 1/2"
6' - 2 3/4"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
2'
-
7
1
/
8
"
6'
-
4
"
6'
-
1
1
1
/
8
"
1'
-
1
1
1
/
2
"
3/
4
"
2'
-
2
"
7'
-
1
1
1
/
8
"
1
3
/
8
"
3'
-
4
1
/
4
"
11
'
-
5
3
/
4
"
3'
-
2
3
/
8
"
1'
-
0
7
/
8
"
2'
-
5
3
/
4
"
1'
-
9
7
/
8
"
3'
-
2
5
/
8
"
1'
-
3
1
/
8
"
6'
-
1
3
/
4
"
9'
-
8
5
/
8
"
2'
-
2
3
/
4
"
6'
-
5
1
/
4
"
6'
-
5
3
/
8
"
1'
-
3
3
/
8
"
1'
-
3
5
/
8
"
9
3
/
8
"
1
1
/
2
"
5
5
/
8
"
1'
-
2
3
/
4
"
3'
-
1
1
1
/
2
"
8
1
/
8
"
7
7
/
8
"
7
1
/
2
"
7
1
/
4
"
2'
-
1
"
7'
-
7
1
/
4
"
1'
-
0
1
/
4
"
5'
-
4
1
/
8
"
11
3
/
8
"
26
'
-
8
1
/
2
"
5' - 7 7/8"12' - 4 1/4"
1' - 5 3/4"
7 7/8"
1' - 0 1/4"
3' - 10 7/8"
1 7/8"
8' - 9 7/8"4' - 6 3/8"3' - 4 1/8"18' - 7 1/8"
9 3/8"
8 7/8"
9 1/8"
6 1/2"
6' - 4 1/8"
SPRAY
CANON
SPRAY
CANON
WATER
GARDEN
SNAKE
FROG NO. 6
FUMBLING
FIVE
GEYSERS
ARCHES
TURTLE
NO. 2
1,3,4
1,3,4
2,3,4
2,3,4
5
3,4,6
5
3,4,6
5
3,4,6
5
3,4,6
7
7
7
8
8
9
9
9
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
10
10
10
11
11
11
11
11
11
11
11
11 11
11
11
11
11
12
12
13
14
15,16
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
18
19
20
21
22
23
24
25
26
26
26
27
27
27
27
27
27
27
27
27
27
27
27
8
8
8
28
28
28
28
CIRC. RETURN WALL INLET
1/2" THICK
PLASTER FINISH
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
WATER STOP; TYP. ON ALL
PIPE PENETRATIONS
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
POOL CONCRETE TO BE HAVE A
MIN. COMPRESSION STRENGTH
OF 4,500 PSI AFTER 28 DAYS.
REBAR TO BE #4 @ 8" O.C.E.W.
PURED IN
PLACE
COPING
12
12
BY POOL CONTRACTORBY GENERAL CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
6" CERAMIC
TILE WATER LINE
WATER LEVEL
8"
8"
1/
2
"
10
1
/
2
"
10
1
/
2
"
1'
-
6
"
3'
-
3
"
6"
5 3/4"8"
1/2"2"X2" TILED CONTRASTING
EDGE
1"X1" TILED TOP - WHITE
1"X1" BULLNOSE
1"X1" CONTRASTING TILE
MAX. 2"
MA
X
.
2
"
R 0' - 6"
1'
-
6
"
1' - 4"
7/8"1' - 2 1/4"7/8"
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
G
G
B
F
G
D
A
C RAISED EXTERIOR AREA
CIRC. RETURN WALL INLET
1/2" THICK PLASTER FINISH
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
8"1/2"WATER STOP; TYP. ON ALL
PIPE PENETRATIONS
8"
1/
2
"
R 0 ' - 6 "
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
POOL CONCRETE TO BE HAVE A
MIN. COMPRESSION STRENGTH
OF 4,500 PSI AFTER 28 DAYS.
REBAR TO BE #4 @ 8" O.C.E.W.
POURED IN PLACE
COPING
12
12
BY POOL
CONTRACTOR
BY GENERAL
CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
6" CERAMIC TILE WATER LINE
WATER LEVEL
1' - 0"7/8"
8"
3
1
/
2
"
1'
-
6
"
6"
B
A
I
CIRC. RETURN WALL INLET
1/2" THICK
PLASTER FINISH
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. REFER TO FINISH SCHEDULES FOR MAKE, MODEL,
PATTERNS, AND ETC.
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
WATER STOP; TYP. ON ALL
PIPE PENETRATIONS
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
POOL CONCRETE TO BE HAVE A
MIN. COMPRESSION STRENGTH
OF 4,500 PSI AFTER 28 DAYS.
REBAR TO BE #4 @ 8" O.C.E.W.
12
12
BY POOL CONTRACTORBY GENERAL CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
6" CERAMIC TILE
WATER LINE
WATER LEVEL
8"
1/
2
"
1'
-
0
"
1'
-
0
"
1'
-
6
"
3'
-
6
"
6"
8"
1/2"2"X2" TILED CONTRASTING
EDGE
1"X1" TILED TOP - WHITE
POURED IN
PLACE COPING
1' - 0"1' - 6"
7/8"
8"
3
1
/
2
"
1"X1" BULLNOSE
1"X1" CONTRASTING
TILEMAX. 2"
MA
X
.
2
"
R 0 ' - 6 "
G
G
G
F
I
A
B
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
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B
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D
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I
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O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
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AC
10-31-2016
16003
POOL PLANS AND
WALL DETAILS
AQ2.1
66
0
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,
C
O
NO SCALE2AQUATICS FEATURE SCHEDULE
NO SCALE3AQUATICS FINISH SCHEDULE
1" = 1'-0"4
AQUATICS MAINTENANCE AND SAFETY
EQUIPMENT
3/16" = 1'-0"1 POOL PLAN
1" = 1'-0"7
FUTURE SPA SKIMMER WALL - RAISED
P.I.P.COPING
1" = 1'-0"6 POOL SKIMMER WALL - P.I.P. COPING
1" = 1'-0"5 POOL JET AREA WALL DETAIL
STRUCTURAL NOTES
1. UNLESS OTHERWISE SHOWN, CONCRETE WALLS AND SLABS SHALL BE REINFORCED AS FOLLOWS: #4 @ 8" EACH
WAY CENTER OF 6" SECTIONS; #5 @ 8" EACH WAY CENTER OF 8" SECTIONS; #5 @ 8" EACH WAY EACH FACE OF 12"
SECTIONS. SINGLE MAT REINFORCEMENT SHALL BE AT CENTER OF SECTION, UNLESS SHOWN OTHERWISE.
2. MINIMUM CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE 3" WHEN PLACED ON
GROUND; FOR SURFACES EXPOSED TO WATER, EARTH, OR WEATHER - 1 1/2" CLEARANCE FOR #5 BARS AND SMALLER;
INTERIOR SLABS 3/4" CLEARANCE, INTERIOR BEAMS 1 1/2" CLEARANCE.
3. REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL, IN GENERAL, THE WALL CORNER
REINFORCING SIZES SHALL BE CALLED OUT ON THE PLANS AND REFERENCED TO THESE DETAILS AND THE TYPICAL
HORIZONTAL WALL REINFORCING SHALL LAP WITH CORNER AND INTERSECTION REINFORCING.
4. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN LATEST EDITION
OF ACI 318.
5. UNLESS OTHERWISE NOTED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND
THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE
OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED ELSEWHERE ON THE DRAWINGS. VERTICAL WALL BARS SHALL
BE LAPPED WITH DOWELS FROM BASE SLABS AND EXTENDED INTO THE TOP FACE OF ROOF SLABS AND LAPPED WITH TOP
SLAB REINFORCEMENT. UNLESS INDICATED OTHERWISE, CONTRACTOR MAY SPLICE CONTINUOUS SLAB OR LONGITUDINAL
BEAM BARS AT LOCATIONS OF HIS CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MID SPAN AND
BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE
NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENT (SHOWN BELOW):
#6 OR SMALLER
TOP BAR 45 DIA. MIN. 2'-0"3'-8"
#7
DETAIL OF REINFORCEMENT - LAP LENGTHS - CONC. DESIGN STRENGTH 4000 PSI AND GR.60 REINFORCING
BAR SIZE
OTHER BAR 32 DIA. MIN. 1'-6"2'-8"
SUBGRADE PREPARATION:
REFER TO PROJECT GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION REQUIREMENTS.
4'-9"
#8
3'-6"
6'-0"
#9
4'-4"
7'-8"
#10
5'-6"
9'-6"
#11
6'-9"
SEE STRUCTURAL
NOTES FOR
REQUIREMENTS
NOTE: CORNER BAR
TO MATCH PRIMARY
HORIZ. REINFORCING
LAP LENGTH
LA
P
L
E
N
G
T
H
SE
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NOTES:
1. TYPICAL FOR ALL
OPENINGS IN CONCRETE
WALLS & SLAB UNLESS
INDICATED OTHERWISE ON
PLANS.
2. DO NOT WELD
REINFORCEMENT TO PIPE
SLEEVES AND INSERTS.
3. ALL OPENINGS THROUGH
WATERTIGHT TANK REQUIRE
WATERSTOP.
PROVIDE MINIMUM LAP AS
NOTED OR SHOWN ON PLANS
(TYP.)
ADD 1-#5x4'-0"
DIAG. @ EACH
CORNER FOR EACH
LAYER OF
REINFORCING
AREA OF BARS
EQUAL BAND "A"
BARS CUT
1- #5 HOOP, DIA. OF
OPENING + 8", IN EACH
LAYER OF REINF'G FOR
OPENINGS LARGER THAN
8".
AREA OF BARS
EQUAL BAND "A"
BARS CUT
STEEL REINF. CUT
BAND "A"
STEEL REINF.
CUT BAND "B"
B - MIN. STEM THICKNESS @CENTER BULB
F - APPROX. NO. OF RIBS EACH
SIDE, EACH FACE OF WATERSTOP
D - CENTER BULB OUTSIDE DIA.
E - MIN. BULB THICKNESS
C - MIN. STEM THICKNESS @OUTSIDE BULB
NOTES:
1. MATERIAL QUALITY PER SPEC. SECTION
13150
2. DIM. REQU'TS. INDICATED SHOULD BE GIVEN
TO SUPPLIERS PRIOR TO PLACING ORDERS
3. NON-ROUND CTR. BULBS SHALL HAVE A
MIN. OUTSIDE DIM. OF 'D'
SIZE A
9/16" TYP.
5/
3
2
"
T
Y
P
.
A
B
E
D
C
B C D E F
WALL
6"X3/8"
FLOOR
6"X3/8"
6"3/8"7/8"1/4"63/8"
6"3/8"7/8"1/4"63/8"
7/16" BOLT
WASHER
ESCUTCHEON PLATE
FINISHED POOL DECK
ANCHOR SOCKET:
BODY SHALL BE OF BRASS AND SHALL BE 4
1/4" LONG. IT SHALL BE MADE TO RECEIVE
1.900" O.D. PIPE. TWO LONGITUDINAL RIDGES,
FOR PREVENTION OF SIDE SWAY, SHALL RUN
FULL DEPTH OF THE BODY ON THE I.D. THE
LOCKING WEDGE SHALL BE OF STAINLESS STL. &
THE BOLTS SHALL BE STAINLESS STEEL. 4" SET
BACK FROM JOINTS OR STEP EDGES.
FLUSH W/ FINISHED POOL DECK
HALF
ESCUTCHEON PLATE:
STANDARD: BODY SHALL BE
STAMPED STAINLESS STEEL. IT
SHALL BE MADE TO SLIP OVER
OVER 1.900" TUBING. AS
REQUIRED: BODY SHALL BE OF
STAMPED STAINLESS STEEL WITH
SET SCREW. IT SHALL BE MADE TO
SLIP OVER 1.900" O.D. TUBING.
ELEVATION
HALF
A
PLAN
ESCUTCHEON PLATES
SECTION
WEDGE BODYWHERE REQUIREDSTANDARD
CONTINUOUS
360 DEG.
ROTATION
3' - 3 1/4"
1'
-
1
1
1
/
8
"
1'
-
7
3
/
4
"
1' - 6"1' - 3 1/2"
4' - 1 1/2"
SWIM LIFT
MODEL ASPEN 11
BP350
5'
-
4
1
/
2
"
1'
-
5
1
/
2
"
4
1
/
2
"
1'
-
0
"
2'
-
6
3
/
8
"
3'
-
8
1
/
8
"
3'
-
4
1
/
8
"
6"
10
"
ADJUSTABLE
FOOTREST
NOTE: DIMENSIONS VARY WITH SPECIFIC APPLICATIONS. SPECIFICATIONS ARE
NORMAL AND ARE SUBJECT TO CHANGE. PLEASE CONTACT SPECTRUM
PRODUCTS FOR CUSTOM APPLICATIONS.
1' - 3"
1' - 10"3' - 4 3/8"
MAXIMUM
SETBACK
ANCHOR MAXIMUM
WATER DRAFT
CERAMIC TILE AROUND
ALL SURFACES (TYP.)
STEEL MESH
NOTE: THE SKIMMER LOCATION MAY
VARY DUE TO WALL THICKNESS.
PLAN SECTION FRONT SECTION
2" EQUALIZER LINE
SKIMMER LID
#4 REBAR
10
"
10
"
1'
-
8
"
1' - 0"
18" OVERLAP TYP.
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
8"1/2"
8"
1/
2
"
R 0 ' - 6 "
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
POURED IN PLACE
COPING
12
12
BY POOL
CONTRACTOR
BY GENERAL
CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
EXTEND REABAT INTO COPING AS SHOWN
WATER LEVEL
1' - 0"7/8"
8"
3
1
/
2
"
0'
-
0
"
T
O
3'
-
6
"
6"
#4 CONT.18" OVERLAP
TYP.
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. REFER TO FINISH SCHEDULES FOR MAKE, MODEL,
PATTERNS, AND ETC.
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
12
12
BY POOL CONTRACTORBY GENERAL CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
EXTEND REBAR INTO COPING
WATER LEVEL
8"
1/
2
"
2'
-
0
"
1'
-
6
"
3'
-
6
"
6"
8"
1/2"
POURED IN
PLACE COPING
1' - 0"1' - 6"
7/8"
8"
3
1
/
2
"
18" OVERLAP TYP.
#4 @ 8" O.C.E.W.
18" OVERLAP TYP.
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
PURED IN PLACE
COPING
12
12
BY POOL CONTRACTORBY GENERAL CONTRACTOR
POOL DECK
SLOPED TOWARDS
DRIANS
EXTEND REBAR
INTO COPING
WATER LEVEL
8"
8"
1/
2
"
1'
-
9
"
1'
-
6
"
3'
-
3
"
6"
5 3/4"8"
1/2"
1'
-
6
"
1' - 4"
7/8"1' - 2 1/4"7/8"
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
18" OVERLAP TYP.
#4 @ 8" O.C.E.W.
4-#4 CONT
18" OVERLAP TYP.
NOTES:
1. DECK SURFACE 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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
1/2"
8"
1/
2
"
R 0 ' - 6 "
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
POURED IN PLACE COPING
SLOPE COPING
TOWARDS POOL
EXTEND REABAT INTO COPING AS SHOWN
WATER LEVEL
VARIES
1'-0" MIN.
3'
-
6
"
#4 CONT.
24" OVERLAP TYP.
AS WALL IS WIDER THERE
SHALL BE ADDITIONAL #4 @
8" O.C. ON TOP OF BAR GRID
1
1
/
2
"
M
I
N
.
#4 @ 8" O.C.E.W.
24" OVERLAP TYP.
18" OVERLAP TYP.
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
8"
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
POURED IN PLACE
COPING
12
12
EXTEND REABAT INTO
COPING AS SHOWN
WATER LEVEL
1' - 0"7/8"
8"
3
1
/
2
"
#4 CONT.
2'
-
1
0
"
1' - 6"1' - 0"1' - 0"1' - 0"6"6"
2'
-
1
0
"
8"
1/
2
"
9
5
/
8
"
9
5
/
8
"
9
5
/
8
"
9
5
/
8
"
9
5
/
8
"
1 1/2" X .120", 316
S.S. RAIL
#4 @ 8" O.C.E.W.
18" OVERLAP TYP.
4'
-
0
"
6"
18" OVERLAP TYP.
EXP. JOINT W/ MARINE
GRADE CAULK BY G.C.
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. POURED IN PLACE FOR TO BE SEGMEIER FORM - REGULART FORM.
4. REFER TO FINISH SCHEDULES FOR MAKE, MODEL, PATTERNS, AND ETC.
5. REFER TO SOILS REPORT FOR ADDITIONAL INSTRUCTIONS AND REQUIREMENTS
PC = POOL CONTRACTOR
GC = GENERAL CONTRACTOR
8"
3/4" CRUSHED STONE;
6" MIN; REFER TO SOILS
REPORT
REFER TO SOILS REPORT
FOR REQUIRED
EARTHWORK
#4 @ 8" O.C.E.W.
POURED IN PLACE
COPING
12
12
EXTEND REABAT INTO
COPING AS SHOWN
WATER LEVEL
1' - 0"7/8"
8"
3
1
/
2
"
#4 CONT.
2'
-
1
0
"
1' - 6"1' - 0"1' - 0"1' - 0"6"6"
2'
-
1
0
"
8"
1/
2
"
8
3
/
8
"
8
3
/
8
"
8
3
/
8
"
8
3
/
8
"
8
3
/
8
"
1 1/2" X .120", 316
S.S. RAIL
#4 @ 8" O.C.E.W.
18" OVERLAP TYP.
3'
-
6
"
6"
#6 X 1'-4" @ 24" O.C.
1" DIA. PVC TUBE WITH CAPPED END
(2) #4 X CONT.
6" PVC WATERSTOP
POOL FLOOR
PREFORMED JOINT WITH POLYSULFIDE SEALANT
4"
8"
8"1' - 0"
1/2"
4"
4"
4"
4"8"
NOTE: FOLLOW JOINT DETAIL
UP ON VERTICAL WALL
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
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F
G
H
I
J
O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
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AC
10-31-2016
16003
POOL STRUCTURAL
DETAILS
AQ2.2
66
0
C
O
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D
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O
NO SCALE1POOL STRUCTURAL NOTES
NO SCALE2
POOL STRUCTURE CORNER MAT
REINFORCING
NO SCALE3POOL SHELL PENETRATION REINF.
1" = 1'-0"4 POOL WATERSTOP DETAIL
NO SCALE5POOL RAIL ANCHOR DETAIL
1/2" = 1'-0"7 POOL H/C LIFT - ASPEN II BP350
1" = 1'-0"6 SPA SKIMMER DETAIL
1" = 1'-0"8 POOL SKIMMER WALL REINFG DETAIL
1" = 1'-0"9
POOL WALL @ JET AREA REINFG.
DETAIL
1" = 1'-0"10
FUTURE SPA- RAISED WALL REINFG.
DETAIL
1" = 1'-0"11 LAZY RIVER ISLAND REINFG DETAIL
1" = 1'-0"12 STAIR DETAIL @ LAZY RIVER
1" = 1'-0"13 STAIR DETAIL @ 3 FT WATER DEPTH
1 1/2" = 1'-0"14 EXPANSION JOINT
1'
-
2
"
3'
-
4
"
1' - 7"
TYPICAL ANCHORING
SAFESWAP NO. 1
TOE GUARD
PLAN VIEW
SIDE VIEW FRONT VIEW
VOR-0201 SPRAY CANNON
NOTE:
1. BY INSTALLER/BY CONTRACTOR MAY
REFER TO SERVICE PROVIDERS OTHER
THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION
FOR DETAILS OF RESPONSIBILITY.
8'
-
1
0
"
7'
-
6
"
7' - 10"
TYPICAL ANCHORING
SAFESWAP NO. 1
TOE GUARD
PLAN VIEW
SIDE VIEW
FRONT VIEW
VOR-7384 FUMBLING FIVE
NOTE:
1. BY INSTALLER/BY CONTRACTOR MAY
REFER TO SERVICE PROVIDERS OTHER
THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION
FOR DETAILS OF RESPONSIBILITY.
9'
-
2
"
3'
-
4
"
5' - 2"
7'
-
6
"
TYPICAL ANCHORING
SAFESWAP NO. 1
TOE GUARD
PLAN VIEW
SIDE VIEWFRONT VIEW
VOR-7659 FROG NO. 6
NOTE:
1. BY INSTALLER/BY CONTRACTOR MAY
REFER TO SERVICE PROVIDERS OTHER
THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION
FOR DETAILS OF RESPONSIBILITY.
2'
-
5
"
2' - 2"
1'
-
2
"
1'
-
1
1
"
TYPICAL ANCHORING
SAFESWAP NO. 1
TOE GUARD
PLAN VIEW
SIDE VIEW FRONT VIEW
VOR-7216 TURTLE NO. 2
NOTE:
1. BY INSTALLER/BY CONTRACTOR MAY
REFER TO SERVICE PROVIDERS OTHER
THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION
FOR DETAILS OF RESPONSIBILITY.
TYPICAL ANCHORING
SAFESWAP NO. 1
TOE GUARD
PLAN VIEW
SIDE VIEW FRONT VIEW
VOR-7213 WATERGARDEN SNAKE NO. 1
NOTE:
1. BY INSTALLER/BY CONTRACTOR MAY
REFER TO SERVICE PROVIDERS OTHER
THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION
FOR DETAILS OF RESPONSIBILITY.
11
'
-
6
"
9'
-
3
"
2'
-
0
"
4' - 9"
NOTE:
MANUFACTURE: ROMAN FOUNTAINS CORP.
MODEL#: RPWJ-PDJ-312
OR CRYSTAL FOUNTAINS, MODEL#: WMD100
OR VORTEX VOR-0305 DIRECTIONAL JET NO. 1
6 0°
1/2" PVC SOCKET 90° ELL &
DRAIN LINE (BY INSTALLER)
1" SUPPLY LINE
3/4" PVC (SOCKET)
SUPPLY CONNECTION
PRECISION NOZZLE
BELOW PRECISION
MACHINED SLOT
REBAR TIE HOLE,
TYP. (4)
BRASS PLATE
W/S.S. SCREWS
KEY FLANGE
5" SQ. WATERSTOP
3 1/4"
EQ.EQ.
WATERLINE
DIAMOND BRITE
FINISHED POOL FLOOR
WATER STOP
FROM PUMP
REDUCING BUSHING
NOTE: POOL CONTRACTOR IS RESPONSIBLE FOR
INSTALLATION OF GEYSER AND HAS TO
COORDINATE WITH POOL FLOOR POUR.
1/2" SCH. 40 PVC OPEN PIPE
1 1/2" X 1/2" SCH. 40
1 1/2" SCH. 40 PVC PIPE AND ELBOW
PITCH TO DRAIN FOR WINTERIZATION
REINFORCING SHALL BE THE SAME SIZE
AND SPACING AS THE POOL FLOOR
REINFORCING.
TIP FLUSH WITH FLOOR AND
SMOOTH SO NOT TO CUT
BATHER FEET.
3"
M
I
N
.
1"
M
A
X
.
TYP.
1' - 0"
5"
8"
1/
2
"
3"
5"1' - 10"5"
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
B
C
D
E
F
G
H
I
J
O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
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Checker
Author
10-31-2016
16003
POOL WATER
FEATURES
AQ2.3
66
0
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3/4" = 1'-0"4 VOR-0201 SPRAY CANNON DETAIL
1/2" = 1'-0"3 VOR-7384 FUMBLING FIVE DETAIL
1/2" = 1'-0"2 VOR-7659 FROG NO. 6 DETAIL
3/4" = 1'-0"5 VOR-7216 TURTLE NO. 2 DETAIL
1/2" = 1'-0"1 VOR-7213 WATERGARDEN SNAKE NO. 1
1 1/2" = 1'-0"6 SPRAY ARCH DETAIL
1 1/2" = 1'-0"7 GEYSER DETAIL
6"JET PUMP
4"
TO SANITARY SEWER
3/4"
6"
CIRCULATION
PUMP
3"
3"
MECHANICAL ROOM
3/4"
NOTE: REFER TO 8/AQ1.1
FOR PIPING NOTES.
CHEMICAL
CONTROLLER
3/4"
FROM MAIN
DRAINS
BACKWASH TO
SANITARY BY
OTHERS
6" AIR
GAP
DIV. 22
DIV.
13150
TO CHLORINE FEEDER
TO ACID FEEDER
C
C
P
P
FM
DIV. 13150 DIV. 22
FROM BACK
FLOW PREVENTER
1"
1 1/2"
1 1/2"
1 1/2"
1"
3"
ROTARY
FLOW
SWITCH
3"
3"
3"
3"
3"
2 - 18"X18"
DRAINS
6"
6"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
5 WALL
INLETS
2" LOOP
6"
3"
2"2"
2" LOOP
12
BENCH
JETS
3" LOOP
4"
6"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2 1/2" LOOP
HARTFORD
LOOP
3"3"
3 SKIMMERS
2"
2"
2"
3"
3"
3"
FROM
SKIMMERS
FILTER
S
S
2"2"
120 V POWER
FROM CHEMICAL
CONTROLLER
PRE-WIRED
FRAME
MOUNTED
ASSEMBLY
PPG CHLORINE FEED
TABLET
FEEDER
FLOW
METER
SOLUTION
TANK
CONTINUOUS
RUN PUMP
ACID
PUMP
1/2"
FROM
CONTROLLER
HEATER; GAS
BY PLUMBER
1 1/2"
N
NN
STRAINER
VFD
2"
3"
3"
3"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
JET AIR
BLOWER
IN MECH.
ROOM
2"
1 1/2"1 1/2"CLEAR
COMFORT
UNIT
BOOSTER
PUMP
VFD
1 1/2"
1 1/2"
1 1/2"1 1/2"
2"
NOTE: PROVIDE PLUMBING RUNS
CAPPED IN EQUIPMENT ROOM TO
UNDER DECK JUST WEST OF POOL
LAZY RIVER AND CAP ENDS FOR
FUTURE INSTALL. INCLUDE
AUTOFILL SENSOR LINE, AND ANY
CONDUITS FOR LIGHTS THAT WILL
BE INSTALLED.
6"AMENITY PUMP #1
4"
TO SANITARY SEWER
3/4"
6"
CIRCULATION
PUMP
6"
3"
MECHANICAL ROOM
3/4"
NOTE: REFER TO 8/AQ1.1
FOR PIPING NOTES.
CHEMICAL
CONTROLLER
3/4"
FROM MAIN
DRAINS
BACKWASH TO
SANITARY BY
OTHERS
6" AIR
GAP
DIV. 22
DIV.
13150
TO CHLORINE FEEDER
TO ACID FEEDER
C
C
P
P
FM
DIV. 13150 DIV. 22
FROM BACK
FLOW PREVENTER
1"
1 1/2"
1 1/2"
1 1/2"
1"
6"
ROTARY
FLOW
SWITCH
6"
6"
6"
6"
4"
2 - 18"X18"
DRAINS
(SHALLOW AREA)
1 1/2"
1 1/2"
1 1/2"
1 1/2"
16 WALL
INLETS
3" LOOP
2 1/2"2 1/2"
3" LOOP
12 BENCH
JETS
3" LOOP
4"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2 1/2" LOOP
14 SKIMMERS
4" LOOP
6"
6"
6"
FROM
SKIMMERS
FILTER
S
S
2"2"
120 V POWER
FROM CHEMICAL
CONTROLLER
PRE-WIRED
FRAME
MOUNTED
ASSEMBLY
PPG CHLORINE FEED
TABLET
FEEDER
FLOW
METER
SOLUTION
TANK
CONTINUOUS
RUN PUMP
ACID
PUMP
1/2"
FROM
CONTROLLER
HEATER; GAS
BY PLUMBER
1 1/2"
1 1/2"
1 1/2"1 1/2"CLEAR
COMFORT
UNIT
N
NN
STRAINER
VFD
2"2"
2"2"
6"
6"
6"
3"6"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2"
2"
2"
2"
2"
2"
6"
6"
2 - 18"X18"
DRAINS
(CURRENT AREA)
6"
6"
6"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
6"
4"C
P
AMENITY PUMP #2
4"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
8 FLOOR INLETS
3" LOOP
4" MANIFOLD
6"
2 - 18"X18"
AMENITY
DRAINS
6"
6"
6"
6"
6"
6"6"
FROM AMENITY
DRAINS
12"
C
P
CURRENT PUMP #1
12"
C
P
CURRENT PUMP #2
10"
8"8"8"
10"10"
10"10"
12"12"
10"
8"8"8"
10"10"
10"10"
FROM CURRENT
AREA DRAINS
12"12"
3 - 18"X54" DRAINS3 - 18"X36" DRAINS
3"
3"
3"
3"
3"
3"
10"
10"
12"
12"
12"
3"
3"
3"
3"
3"
3"
10"
10"
12"
18 - 3" ASA RIVER
INLETS
3"
3"
3"
3"
3"3"
VFD
VFD
8"
C
P
FUTURE SLIDE PUMP
2 - 18"X18"
SLIDE DRAINS
(FROM LAZY RIVER)
8"
8"
8"
6"
6"
6"
TO DECK RUNOUT SLIDE
6"
12"
12"
6"
10"
SLIDE RUNOUT
DROPOUT FROM
PIT UNDERNEATH
TO POOL
18"X18" FRAME
AND GRATE AT
LAZY RIVER
VFD
NOTE: CONNECT DRAIN
AND LINE CAPPED FOR
FUTURE INSTALL OF SLIDE
FROG NO.6
SPRAY CANNON
SPRAY CANON
WATER GARDEN SNAKE NO. 1
TURTLE NO. 2
FUMBLING 5
FOAMY GEYSERS NO. 2
ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1
FOAMY GEYSERS NO. 2
2"2"2"
1 1/2"
1"
2"2"
FOAMY GEYSERS NO. 2
FOAMY GEYSERS NO. 2
FOAMY GEYSERS NO. 2
2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1"1"1"1"
HARTFORD
LOOP
LOCATE END AT
EQUIPMENT ROOM
3"3"
BOOSTER
PUMP
VFD
VFD
NOTE: PROVIDE DRAINS AND CAPPED
PLUMBING FOR FUTURE SLIDE ONLY. SLIDE
TO BE INSTALLED IN THE FUTURE.
1-1/2" TYP
1 1/2"
2"
2"
ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1
ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1
ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1
ROMAN FOUNTAINS OR DIRECTIONAL JET NO. 1
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
B
C
D
E
F
G
H
I
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O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
10
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3
1
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0
1
6
1
1
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4
1
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3
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RM
ACC
10-31-2016
16003
POOL PLUMBING
SCHEMATICS
AQ3.1
66
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NO SCALE2FUTURE SPA PIPING SCHEMATIC
NO SCALE1LEISURE POOL PIPING SCHEMATIC
E1 E2 E3
E4 E5 E6 E7 E8 E9 E10
2
Q
EH
1
L
P
M
3 4 6
M.6
N
6.4
NJ
5
SPRAY
FEATURE
AREA
LEISURE POOL
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
TIE PLUMBING TO STORM;
REFER TO PLUMBING
DRAWINGS
4" PERFERATED PIPE
WITH SOCK PER
DETAIL 2/AQ3.2
SLOPE
SLOPE
SLOPE
SLOPE
4" PERFERATED PIPE WITH SOCK
UNDER PUMP PIT SLOPE TOWARD
STORM SEWER CONNECTION POINT,
TAKE PIPES AROUND SEWER EJECTOR
TANK. COORDINATE SLOPES
SLOPE
SUPAC 4NP 4 OZ. TEXTILE MATERIAL AS
MANUFACTURED BY PHILLIPS FIBER (TYPICAL)
PERFORATED PVC PIPE W/ FILTER
FABRIC CASING
POOL FLOOR SLAB
REFER TO WALL DETAILS
FOR DEPTH OF GRAVEL
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
B
C
D
E
F
G
H
I
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O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
10
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1
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1
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1
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RM
ACC
10-31-2016
16003
POOL UNDERDRAIN
PLAN
AQ3.2
66
0
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3/16" = 1'-0"1 POOL UNDERDRAIN PLAN
NO SCALE2
POOL UNDERDRAIN PERFORATED PIPE
W/ FILTER FABRIC
PIPING NOTES
REFER TO SPECIFICATIONS SECTION 13150 FOR DETAILS
1. PIPING
1a. ALL PIPING SHALL BE IN ACCORDANCE WITH THE STATE AND COUNTY DEPARTMENT OF PUBLIC
HEALTH REGULATIONS
1b. ALL PIPING DESIGNED FOR 6 PER SECOND MAXIMUM SUCTION, 10' PER SECOND MAXIMUM
PRESSURE, AND 3' PER SECOND MAXIMUM GRAVITY.
1c. MAIN DRAIN PIPING SHALL CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO
EXCEED 6 PER SECOND.
1d. ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO
THE POOL MAIN DRAIN SUMPS.
1e. ALL ELEVATIONS TO BE FIELD VERIFIED TO ALLOW FOR PROPER PITCH AND DRAINAGE PITCH:
APPROX. 1"/10'-0". POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO CURTAIL THE USE OF
FITTINGS TO REDUCE HEAD.
1f. ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY!! FINAL LOCATIONS SHALL BE FIELD
VERIFIED WITH ALL OTHER TRADES BY CONTRACTOR.
1g. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
AND STRUCTURAL DRAWINGS.
1h. ALL PVC PLUMBING MUST BE NSF LISTED FOR POTABLE WATER AND MEET ASTM B 1785
STANDARDS.
2. ALL DRAIN FITTINGS TO CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 1 1/2'
PER SECOND THROUGH THE CLEAR AREA OF THE GRATE AND BE ROUTED TO COLLECTION TANK.
3. COMPOUND GAUGES TO BE INSTALLED ON ALL FILTER PUMP SUCTION AND PRESSURE GAUGES ON
DISCHARGE LINES, BEFORE THROTTLE VALVES.
4. EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE
OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED.
5. FLOWMETERS:
5a. FLOW METER SHALL BE PROVIDED IN THE RECIRCULATION PUMP DISCHARGE LINE. INSTALL ON
A STRAIGHT LENGTH OF PIPE AT A DISTANCE OF AT LEAST 10 PIPE DIAMETERS DOWNSTREAM AND
5 PIPE DIAMETERS UPSTREAM FROM ANY VALVE, ELBOW OR OTHER SOURCE OF TURBULENCE.
5b. MAIN FLOW METER SHALL BE USED TO MONITOR BACK FLOW RATE.
6. FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE
FILTER SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE
POINT OF THE FILTER, TANK DRAIN WITH VALVE.
7. HEATERS
EQUIPPED WITH THERMOMETERS, 80-240 DEGREES F. WITH 2 DEGREE GRADUATIONS; AUTOMATIC
TEMPERA- TRUE LIMITING DEVICE; FLOW SWITCH; GRADUATIONS; HEATER BYPASS VALVE; ALL
INFLUENT/EFFLUENT HEATER PIPING TO BE METALLIC; PRESSURE RELIEF VALVE TO BE PROVIDED AND PIPED
TO WITHIN 6" OF FLOOR. THE AUTOMATIC TEMPERATURE SWITCH ON THE POOL HEATER SHALL BE SET FOR
A MAXIMUM OF 100 DEGREES. FURNISH AND INSTALL THERMOMETERS IN INLET AND OUTLET PIPING TO
HEATER AND DOWN- STREAM IN THE BLENDED WATER SYSTEM. PROVIDE PER ALL CODE REQUIREMENTS.
VERIFY IN WRITING WITH MANUFACTURER, SUITABILITY OF INSTALLATION REQUIREMENTS.
(in)
SCHEDULE 40
TEMP F
MINIMUM REQUIRED SUPPORT SPACING
(IN FEET)
PVC PIPE
SCHEDULE 80
TEMP F
PIPE
SIZE
NOM
60 80 100 120 140 60 80 100 120 140
1/2
3/4
1
1 1/4
1 1/2
2
2 1/2
3
4
6
8
10
12
4 1/2
5
5 1/2
5 1/2
6
6
7
7
7 1/2
8 1/2
9
10
11 1/2
4 1/2
4 1/2
5
5 1/2
5 1/2
5 1/2
6 1/2
7
7
8
8 1/2
9
10 1/2
4
4
4 1/2
5
5
5
6
6
6 1/2
7 1/2
8
8 1/2
9 1/2
2 1/2
2 1/2
3
3
3 1/2
3 1/2
4
4
4 1/2
5
5
5 1/2
6 1/2
2 1/2
2 1/2
2 1/2
3
3
7
3 1/2
3 1/2
4
4 1/2
4 1/2
5
5 1/2
2 1/2
2 1/2
3
3
3 1/2
3 1/2
4
4
4 1/2
5
5 1/2
6
6
3
3
3 1/2
3 1/2
3 1/2
4
4 1/2
4 1/2
5
6
6 1/2
7
7
4 1/2
4 1/2
5
5 1/2
5 1/2
6
6 1/2
7
7 1/2
9
9 1/2
10 1/2
10 1/2
4 1/2
5
5 1/2
6
6
6 1/2
7 1/2
7 1/2
8 1/2
9 1/2
10 1/2
11
11
5
5 1/2
6
6
6 1/2
7
7 1/2
8
9
10
11
12
12
VALVE GASKET
LAWSON AQUATICS
UNBLOCKABLE GRATE MEETS
ASTM A112.19.8-2007 RE: POOL
PLANS FOR SIZE
LAWSON AQUATICS SUPER SUMP
2" COLLECTION TUBE
3/8" HOLES
GRAVEL
DRAIN SUCTION PIPE
NOTE:
MAIN DRAIN SUMPS SHALL BE PLACED IN
SLAB AND HAVE STEEL REINFORCING
STEEL. REFER TO OPENING REINFORCING
DETAIL
PVC WATERSTOP OR SYNKO-FLEX
2"2"
3"
GRAVEL
SYNCO FLEX
SLOPE FLOOR TO DRAIN
NOTE: IF MAIN DRAIN SUMPS ARE FORMED IN SLAB AND
HAVE STEEL REINFORCING STEEL. REFER TO OPENING
REINFORCING DETAIL AND THE DIMENSIONS FOR THE
SUMP SHALL BE AS SHOWN.
DRAIN SUCTION PIPE
LAWSON AQUATICS UNBLOCKABLE
GRATE MEETS ASTM A112.19.8-
2007 RE: POOL PLANS FOR SIZE
LAWSON AQUATICS 18"x36" SUPER SUMP
D
1.5 X D
D
MIN.
2"
MIN.
2"
3" MIN.
SLOPE FLOOR TO DRAIN
PH PROBE
FLOW CELL
ASSEMBLY
FLOW SWITCH
CABLE #1
CONTROLLER
ORP PROBE
NOTE:
1. USE TEFLON TAPE FOR ALL CONNECTIONS (DO NOT USE
PIPE DOPE OR GLUE).
2. FOR SYSTEM TWO UNITS, USE FLOW SWITCH #
7820020 AND FOR SYSTEM FOUR UNITS, USE FLOW
SWITCH #7820010.
INLET
SAMPLE
OUTLET
FL
O
W
13-1/4.
15-1/4.
6-13/16.
NOTES:
1. TERMINATE CONDUIT WITHIN 5'-0" MAX. OF INJECTION POINT INDICATED. CIRCUITS
SHALL HAVE A PVC VALVE FOR FLOW CONTROL AND A CHECK VALVE OR A ONE-WAY
INJECTOR.
2. PROTECT THE POLY TUBING WHERE IT ENTERS AND EXITS THE CONDUIT. POLY TUBING
AS SPECIFIED BY PUMP MANUFACTURER.
3. POLY TUBING SHALL BE PROTECTED WITH A 1" SCH 80 PVC PIPE.
HEADER RETURN
FLOOR
1/2"
BUTTERFLY VALVE
PVC CONDUITS W/ SWEEP ELLS
WITHIN 5" OF INJECTORS
PVC SCH 80 PIPE W/
INJECTOR OR CHECK VALVE
FOR ACID
INJECTOR OR CHECK VALVE
FOR CHLORINE
FROM HEATER
TO HEATER
3/4" FLOWCELL SAMPLING
SCH 80 PVC
CHECK VALVE
BALL VALVE
REFER TO SCHEMATICS
FOR TUBING SIZE
5/8"
BACKWASH LINE BY
SECTION 13150
CONTRACTOR
6"
2' - 0"
1' - 0"
PROVIDE ADEQUATE HEIGHT FOR
BACKWASH HUB; REFER TO
PLUMBING DRAWING DETAILS.
BY DIVISION 15 CONTRACTOR
BACKWASH DISCHARGE CAPABLE
OF FLOW RATE BY GRAVITY.
REFER TO PLUMBING DRAWINGS
FOR PIPE CONTINUATION.
FLOOR
VERIFY W/ PLUMBING
DWG. FOR DRAINING
AIR GAP
1' - 0"
1' - 0"
2' - 6" MIN.
3" DIA. S.S.
.109" WALL
THICKNESS
2 1/2" TAP
WITH 3"
BOTTOM SLIP
3" TO BENCH JET
AIR SUPPLY
3" TO AIR SUPPLY
STANDPIPE OR
BLOWER
DECK/FLOOR
4" GRATE COVER
OPEN AREA EQUAL
TO PIPE OPENING OR
TAKE TO EQYIPMENT
ROOM AND
GOOSENECK
90
40
80
60
70
50
30
100
120
140
150
130
110
220
200
160
180
210
190
170
240
230
TRERICE INDUSTRIAL
THERMOMETERS WITH ADJUSTABLE
ANGLE
2 1/2"
Trerice
ADJUSTABLE
ANGLE SOCKET
BRASS STEMCAT. NO.
NEW CAT. NO.
2. INSTALL THERMOMETER IN INFLUENT
AND EFFLUENT HEATER LINES AS WELL
AS IN MAIN RETURN LINE AFTER HEATER
EFFLUENT LINE.
3. THERMOMETERS SHALL BE INSTALLED BY
DRILLING AND TAPPING HOST PIPE THEN
THREADING SOCKET INTO PIPE.
1. ALL THERMOMETERS SHALL BE A40
SERIES. THEY SHALL HAVE A SEPARABLE
BRASS SOCKET AND A RANGE NUMBER OF
07 (30 TO 240 DEGREE FAHRENHEIT
RANGE).
9" SCALE CASE
OLD
NOTES:
U
A
INSERTIO
N LENGTH
U
STEM
LENGTH
A
N.P.T.
5"
7"
11"
3 1/2"
6"
8"
12"
3/4"
3/4"
3/4"
1"
BX91403-1/2 A405
BX91406 A406
BX91408 A407
BX91512 A408
COMPOUND GAUGE
PUMP SUCTION VALVE
PRESSURE GAUGE
THROTTLE CONTROL
PUMP DISCHARGE
CHECK VALVE
ANTI-VIBRATION FITTING
HOUSEKEEPING PAD BY
POOL CONTRACTOR
RUBBER PAD
DIRECTIONAL EYEBALL
RE: DATA FOR SIZE
POOL WALL FINISH
EYEBALL RETAINER
11/2" SCHEDULE 40 PVC
SYNKO FLEX WATER STOP
POOL WALL
DEFAULT 18" BELOW WATER LEVEL
RE: TO SECTION
WATER SUPPLY
HEADER
LOCKING SCREW
FLOW
ADJUSTMENT
SPANNER
WRENCH HOLE
FLOOR INLET
FITTING
COVER PLATE
FLOOR FINISH
6 1/2".
5 1/2".
5".
SCHEMATICS
SEE PIPING
2" WELL IN WALL
CONDUCTOR
EXTENSION CABLE
IDEAL WATER
LEVEL
SOLENOID LOOP
BACKFLOW PREVENTER BALL VALVES
TO POOL CIRC LINE
RE: PIPING
SCHEMATIC
FROM CITY SUPPLY
3/4" SENSOR
CONDUIT BY EC
CABLE IN CONDUIT
OUT TO TANK
ELC-800R WATER
LEVEL CONTROL SELECT
POWER
LEVEL SENSOR
FILLING
LOW WATER
FILL TIME
ALARM
LOW WATER
ALARMSENSOR
ALARM
RESET
ELC 800r Electronic Level Control
AquatiControl.com
AquatiControlTechnology
Englewood, CO
TAMPERPROOF 3" BRASS LID
GRATED FITTING
OR INLET
POOL WALL
GASKET RING
WATERPROOFING
NOTE: VERIFY LOCATION OF
CONDUIT THROUGH BASIN
WALL AND WATERPROOF.
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
B
C
D
E
F
G
H
I
J
O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
As indicated
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Checker
Author
10-31-2016
16003
POOL PLUMBING
DETAILS
AQ3.3
66
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NO SCALE1POOL GENERAL PIPING NOTE
NO SCALE2POOL PIPE SUPPORT CHART
1" = 1'-0"3
POOL MANUFACTURED MAIN DRAIN
SUMP 1" = 1'-0"4 POOL SITE FORMED DRAIN SUMP
NO SCALE5CHEMICAL CONTROLLER - BECSYS
NO SCALE6CHEMICAL CONTROLLER - FLOW CELL
NO SCALE7CHEMICAL INJECTION SYSTEM
NO SCALE8POOL BACKWASH AIR GAP DETAIL
1" = 1'-0"9 BENCH JET HARTFORD LOOP DETAIL
NO SCALE10POOL THERMOMETER DETAIL
NO SCALE11POOL PUMP INSTALLATION
3" = 1'-0"12 POOL WALL INLET
1" = 1'-0"13 POOL FLOOR INLET DETAIL - PENTAIR
1" = 1'-0"14
POOL WATER LEVEL CONTROLLER -
SKIMMER
POOL
CIRC. PUMP
SEE POOL
EQUIPMENT
SCHEDULE
JET PUMP
COMBINATION EQUIPMENT DISCONNECT/STARTER,
HEAVY DUTY WITH GREEN RUN PILOT LIGHT AND 120V
SEPARATE CONTROL COIL.
NEMA 3R, 1 UNIT PUSH-BUTTON STATION. EMERGENCY
STOP WITH MUSHROOM HEAD. SIMILAR TO SIEMENS
#P30CSM16. LABEL "SPA EMERGENCY STOP".
120V HEAVY DUTY,
SPECIFICATION GRADE SINGLE
RECEPTACLE, DEDICATED CIRCUIT
WATER
LEVEL
PROBE BY
POOL CNTR
POOL
AUTO FILL
24V POOL FILL SOLENOID
PROVIDED BY POOL CNTR.
CIRCULATION AND AMENITY PUMP CONTROL SEQUENCE:
1. EMERGENCY OFF TO KILL POWER TO ALL MOTORS.
2. PROVIDE AUDIBLE ALARM AS NEED IF BY CODE.
3. PROVIDE SWITCH TO EACH AMENITY PUMPS AS SHOWN
LOCATED IN LIFEGUARD ROOM.
4. ELECTRICAL CONTRACTOR TO PROVIDE ALL WORKING
COMPONENTS AND VERIFY WITH MANUFACTURE FOR CORRECT
CONNECTION SEQUENCE.
5. NO PUMP EQUIPMENT SHALL BE OPERATING UNLESS
CIRCULATION PUMP IS RUNNING. CHEMICAL CONTROLLER AND
AUTOFILL WILL ALWAYS BE RUNNING.
6. REFER TO MANUALS FOR CIRCUIT CONNECTIONS AND WIRING
SIZE.
7. ALL WIRING TO BE IN CONDUIT. ELECTRICAL CONTRACTOR TO
PROVIDE SWITCH, PLATE, WIRING, BOXES, CONDUIT, TIMER, AND
CONNECTIONS.
NOTE: THIS SCHEMATIC SHOW AN INTENT OF THE
EQUIPMENT CONNECTIONS FOR CONTROLLING THE POOL
SYSTEMS. THEY ARE NOT ACTUAL WIRING DIAGRAMS.
THE ELECTRICAL CONTRACTOR MUST COORDINATE WITH
THE POOL CONTRACTOR AND SUBMIT THE WIRE
DIAGRAMS FOR EQUIPMENT CONTROL.
15 MINUTE TIMER
MAIN PANEL
SEE POOL
EQUIPMENT
SCHEDULE
120V
POWER
120V
POWER
SPA
UNDERWATER
LIGHTS
SWITCHES ON DAY
TIMER OR TOGGLE
SWITCHES IN
EQUIPMENT ROOM
J-BOX
POOL
HEATER
FLOW
SWITCH
PROVIDE
SWITCH
PER CODE
TEMPERATURE
SENSING
SEE POOL
EQUIPMENT
SCHEDULE
NOTE: CHEMICAL CONTROLLERS TO BE CONNECTED TO LEAD TO POOL
OPERATOR'S OFFICE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR
CONNECTION.
pH FEED
CHEMICAL
CONTROLLER
SANITATION
FEED
FLOW SIWTCH
(PROVIDED WITH
CONTROLLER)
CHEMICAL FEED CONTROL SEQUENCE
1. NO FLOW IN POOL CIRCULATION LINE
DISABLES ALL CHEMICAL FEED VIA THE MNFR
PROVIDED FLOW SWITCH.
CONTROLLED
RECEPTACLE
PPG FEEDER
SOLENOID
120V HEAVY DUTY,
SPECIFICATION GRADE
SINGLE RECEPTACLE,
DEDICATED CIRCUIT
PPG ACCU-TAB
CHLORINATOR
ON/OFF
SWITCH
TO ACID FEEDER
CLEAR
COMFORT
UNIT
SEE POOL
EQUIPMENT
SCHEDULE
TO
VENTURI
VFD
FILTER
CONTROLLER
SEE POOL
EQUIPMENT
SCHEDULE
JET BLOWER
B
CLEAR
COMFORT
BOOSTER
PUMP
SEE POOL
EQUIPMENT
SCHEDULE
SEE POOL
EQUIPMENT
SCHEDULE
POOL
CIRC. PUMP #1
SEE POOL
EQUIPMENT
SCHEDULE
COMBINATION EQUIPMENT DISCONNECT/STARTER,
HEAVY DUTY WITH GREEN RUN PILOT LIGHT AND
120V SEPARATE CONTROL COIL.
NEMA 3R, 1 UNIT PUSH-BUTTON STATION. EMERGENCY
STOP WITH MUSHROOM HEAD. SIMILAR TO SIEMENS
#P30CSM16. LABEL "LEISURE POOL EMERGENCY STOP".
120V HEAVY DUTY,
SPECIFICATION GRADE SINGLE
RECEPTACLE, DEDICATED CIRCUIT
WATER
LEVEL
PROBE BY
POOL CNTR
POOL
AUTO FILL
24V POOL FILL SOLENOID
PROVIDED BY POOL CNTR.
CIRCULATION AND AMENITY PUMP CONTROL SEQUENCE:
1. EMERGENCY OFF TO KILL POWER TO ALL MOTORS.
2. PROVIDE AUDIBLE ALARM AS NEED IF BY CODE.
3. PROVIDE SWITCH TO EACH AMENITY PUMPS AS SHOWN LOCATED IN LIFEGUARD ROOM.
4. ELECTRICAL CONTRACTOR TO PROVIDE ALL WORKING COMPONENTS AND VERIFY WITH MANUFACTURE FOR CORRECT
CONNECTION SEQUENCE.
5. NO PUMP EQUIPMENT SHALL BE OPERATING UNLESS CIRCULATION PUMP IS RUNNING. CHEMICAL CONTROLLER AND AUTOFILL
WILL ALWAYS BE RUNNING.
6. REFER TO MANUALS FOR CIRCUIT CONNECTIONS AND WIRING SIZE.
7. ALL WIRING TO BE IN CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE SWITCH, PLATE, WIRING, BOXES, CONDUIT, TIMER, AND
CONNECTIONS.
8. IF MOTOR IS TO HAVE A SOFT START ON THE PIECE OF EQUIPMENT, VERIFY THAT THE EQUIPMENT CAN BE TURNED ON WITH A
SWITCH WHERE SOMEONE DOES NOT HAVE TO HOLD DOWN THE SWITCH FOR EQUIPMENT TO CYCLE UP AND TURN ON. THE
SWITCH SHALL ONLY BE PUSHED ONCE TO MAKE CONTACT AND CONNECT THE CONTACTOR FOR THE SOFT START TO START ITS
SEQUENCE TO RAMP UP. IF THE EQUIPMENT IS TO BE SHUT DOWN, THE SWITCH IS SET TO OFF AND SOFT START CONTACTOR IS
DISCONNECTED AND SOFT START RAMPS DOWN UNTIL OFF.
NOTE: THIS SCHEMATIC SHOW AN INTENT OF THE
EQUIPMENT CONNECTIONS FOR CONTROLLING THE POOL
SYSTEMS. THEY ARE NOT ACTUAL WIRING DIAGRAMS.
THE ELECTRICAL CONTRACTOR MUST COORDINATE WITH
THE POOL CONTRACTOR AND SUBMIT THE WIRE
DIAGRAMS FOR EQUIPMENT CONTROL.
SWITCH LOCATED IN
LIFEGUARD ROOM
MAIN
PANEL
SEE POOL
EQUIPMENT
SCHEDULE
120V
POWER
120V
POWER
SWITCHES ON DAY
TIMER OR TOGGLE
SWITCHES IN
LIFEGUARD ROOM
SEE POOL
EQUIPMENT
SCHEDULE
NOTE: CHEMICAL CONTROLLERS TO BE
CONNECTED TO LEAD TO POOL
OPERATOR'S OFFICE. COORDINATE
WITH ELECTRICAL CONTRACTOR FOR
CONNECTION.
pH FEED
CHEMICAL
CONTROLLER
SANITATION
FEED
FLOW SIWTCH
(PROVIDED WITH
CONTROLLER)
CHEMICAL FEED CONTROL SEQUENCE
1. NO FLOW IN POOL CIRCULATION LINE
DISABLES ALL CHEMICAL FEED VIA THE MNFR
PROVIDED FLOW SWITCH.
CONTROLLED
RECEPTACLE
PPG FEEDER
SOLENOID
120V HEAVY DUTY,
SPECIFICATION GRADE
SINGLE RECEPTACLE,
DEDICATED CIRCUIT
PPG ACCU-TAB
CHLORINATOR
ON/OFF
SWITCH
TO ACID FEEDER
AMENITY PUMP #1
POOL
HEATER
FLOW
SWITCH
PROVIDE
SWITCH
PER CODE
TEMPERATURE
SENSING
CLEAR
COMFORT
UNIT
SEE POOL
EQUIPMENT
SCHEDULE
TO
VENTURI
SEE POOL
EQUIPMENT
SCHEDULE
AMENITY PUMP #2
120V
POWER
SEE POOL
EQUIPMENT
SCHEDULE
SEE POOL
EQUIPMENT
SCHEDULE
CURRENT PUMP #2
120V
POWER
VFD
CURRENT PUMP #1
VFDVFD
UNDERWATER
LIGHTS
J-BOXJ-BOX
FILTER
CONTROLLER
SEE POOL
EQUIPMENT
SCHEDULE
SEE POOL
EQUIPMENT
SCHEDULE
FUTURE
SLIDE
PUMP
VFD
120V
POWER
FILTER AIR
COMPRESSOR
(SHARED BY
BOTH POOLS)
SEE POOL
EQUIPMENT
SCHEDULE
SEE POOL
EQUIPMENT
SCHEDULE
CLEAR
COMFORT
BOOSTER
PUMP
SCALE:
ISSUE DATE:
DRAWN BY:
REV'D BY:
PROJECT #:
0123456789101112
A
B
C
D
E
F
G
H
I
J
O H L S O N L A V O I E
C O L L A B O R A T I V E
616 EAST SPEER BOULEVARD
DENVER, COLORADO
80203
T: 303.294.9244
F: 303.294.9440
www.olcdesigns.com
0123456789101112
SHEET #:
SHEET TITLE:
NO. DATE: TITLE/PURPOSE:
6.
5.
4.
3.
2.
1.
7.
8.
9.
10.
11.
12.
10-31-16 PERMIT
NO SCALE
10
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BM
ACC
10-31-2016
16003
POOL ELECTRICAL
SCHEMATICS
AQ4.1
66
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NO SCALE2FUTURE SPA INTERLOCK SCHEMATIC
NO SCALE1LEISURE POOL INTERLOCK SCHEMATIC