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CONDITIONS OF PERMIT
\ li
BLCO-07-21-7005
High Aspen Ranch HOA Pool
/ 491 Highen Ranch
-
Asp nch
Glenwood Springs, CO S,
1) ALL WORK TO COMPLY WITH THE 2015 LB.C., 1-M-C., I.P.C, I.F.G.C., ISPSC., 2009 IFC, AfJD
IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION INSTRUCTIONS. C 6
/ SE EXISTING
2) CONTACT LOCAL FIRE DISTRICT FOR PERTINENT I.F.C. REQUIREMENTS. FIRE DISTRICT
' FINAL APPROVAL IS REQUIRED PRIOR TO FINAL BUILDING ISEPTIC FIELD
INSPECTION & CERTIFICATE
OF OCCUPANCY. LOC �%
3m
SITE PLAN
3) ACCESSIBILTY REQUIREMENTS - INCLUDING GENERAL SITE & BUILDING ELEMENT ��
/p 4
ACCESSIBLE ROUT? S, AND RECREATIONAL FACILITIES - PER LB.C., CHAPTER 11, AND
ICC/A117.1-2009.
J
4) ELECTRICAL REQUIREMENTS, PERMITTING & INSPECTIONS PER STATE OF COLORADO
ELECTRICAL BOARD. ELECTRICAL FINAL APPROVAL 15 REQUIRED PRIOR TO FINAL
BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY.
5) SOIL COMPACTION', TEST PER SOIL'S REPORT REQUIRED PRIOR TO FOOTING • `� ! v
INSPECTIONS.
s
6) ENGINEER OF RECORD TO INSPECT FOUNDATION RE -BAR AS PER SHEET PL 1.0.
1 `r
n
65 North 41h Street, Su
Carbondale, CO 81
tel. 970.963.6
www. g reen I in earch itects. c
12.4.20
CONCEPTUAL REVIEW 1
4.12.21
S.D. SITE/FLOOR PLAN
6.11.21
DO PROGRESS
6.15.21
OCCUPANCY/EGRESS
7.7.21
PARKING
7.11.21
OWNER UPDATE
7.28.21
GRADING PERMIT
o
a
SITE PLAN
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POOL AND HARDSGAPE PLAN
SCALE: 118#" = 1 #-e
reen l
A R C H I T E C T S
65 North 4th Street, Suite 5
Carbondale, CO 81623
tel. 970.963.6689
www.greenlinea rchitects.com
MARK
I DATE
DESCRIPTION
12.4.20
CONCEPTUAL REVIEW 1
4.12.21
S.D. SITE/FLOOR PLAN
6.11.21
DID PROGRESS
6.15.21
OCCUPANCY/EGRESS
7.7.21
PARKING
7.11.21
OWNER UPDATE
7.28.21
GRADING PERMIT
POOL AND
NARDSGAPE
PLAN
-3.
00 Please Recycle!
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, PUMP 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 PLUMBING/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.
POOL PIPING NOTES
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. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION DOCUMENTS.
INCLUDING, BUT NOT LIMITED TO, ALL SUBMERGED SUCTION OUTLETS.
3. POOL CONTRACTOR MUST CONFIRM THE POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS
OF THE DEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS.
4. 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. DECK SHALL BE NON SLIP FINISH, SLOPE DECK TOWARDS DECK DRAINS A MINIMUM 2 INCHES PER 10
FEET OR TO GRADE. POOL DECK & DECK DRAINAGE BY OTHERS.
6. END PRODUCT MUST CONFORM TO ALL APPLICABLE HEALTH & BUILDING CODES.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS & INSPECTIONS
GENERAL NOTES
U NO SCALE
1. ALL WIRING TO CONFORM TO THE APPLICABLE EDITION OF THE APPLICABLE NATIONAL ELECTRICAL CODE
(NEC) AND STATE/COUNTY/CITY ELECTRICAL CODES.
2. THE POOL STRUCTURE, POOL DECKS, POOL 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 POOL STRUCTURE MUST BE WATERTIGHT I.E. LIGHT & SENSOR
CONDUITS.
5. ALL MOTORS MUST BE GFCI PROTECTED AS REQUIRED BY NEC.
6. WIRING FOR LINE VOLTAGE IS NOT PERMITTED UNDER THE POOL WITHIN 5 FEET HORIZONTALLY
OF THE POOL WALL.
7. POOL SERVICE RECEPTACLES MUST BE 20 AMPERES, INSTALLED AT LEAST 6 FEET FROM THE WATERS
EDGE AND HAVE GFCI PROTECTION.
8. ALL SWITCHES, TIMERS, BUTTONS, ETC. MUST BE AT LEAST 5 FEET HORIZONTALLY FROM THE WATERS
EDGE.
9. AN EQUIPOTENTIAL BONDING GRID MUST EXTEND 3 FEET HORIZONTALLY BEYOND THE WATERS EDGE OF
THE POOL AS REQUIRED BY NEC SECTION 680.26
10. A MINIMUM CONDUCTIVE SURFACE OF 9 SQ IN. MUST BE INSTALLED IN CONTACT WITH THE POOL
WATER. THIS WATER BOND IS PERMITTED TO CONSIST OF METAL PARTS THAT REQUIRE TO BE BONDED IN
NEC 680.26(B).
�3 POOL ELECTRICAL NOTES
NO SCALE
1. REFER TO PLUMBING/MECHANICAL PLANS; PLUMBING/MECHANICAL CONTRACTOR TO PROVIDE;
• FLOOR DRAINAGE IN POOL EQUIPMENT ROOM/VAULT
• DRAINAGE IN AUTO COVER BOX(ES)
• ALL PIPING, VALVES, SENSORS, PUMPS, ETC. REQUIRED FOR HEAT EXCHANGERS.
• ALL REQUIRED FRESH AIR INTAKE & VENTING IN POOL EQUIPMENT ROOM.
• ALL REQUIRED EXHAUST VENTING FOR POOL HEATER
• FRESH WATER SUPPLY LINE W/ BACKFLOW PREVENTION FOR POOL AUTO FILL SYSTEM.
2. ALL PLUMBING SHALL BE INSTALLED BY LICENSED CONTRACTOR AND PER ALL APPLICABLE CODE REQUIREMENTS.
POOL MECHANICAL NOTES
NO SCALE
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INSPECTION
# HS
SECTION DETAIL ❑ HOSE BIB (BY MC)
0 GFCI 30 AMPRE SERVICE OUTLET (BY EC)
4 CENTER LINE LIQUID FILLED PRESSURE GAUGE
LIQUID FILLED VACUUM GAUGE
LIQUID FILLED COMPOUND GAUGE
-�- HORZ BREAK LINE n
.� THERMOMETER
FLX
-cm- FLEXIBLE PIPE CONNECTION
VERT BREAK LINE 1s HIGH LIMIT SWITCH
SLv
_(5- BALL VALVE
my
LEVER OPERATED BUTTERFLY VALVE
PC POOL CONTRACTOR
++F- CHECK VALVE � • 0
MC MECHANICAL CONTRACTOR cq
EC ELECTRICAL CONTRACTOR SOLENOID VALVE
GC GENERAL CONTRACTOR FLOW METER I�
LA LANDSCAPE ARCHITECT SIGHT GLASS
DV
Aq1- DIAL VALVE
POOL SYMBOLS KEY
5 NO SCALE
• �� ItODt't,. .. lryP.
•F"us: C'v! :: •r•I a: atp 41141 Inc
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NO DIVING
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
= 1'-0"
Z015
1. CONTRACTOR SHALL VERIFY ALL WORK IS IN COMPLIANCE WITH THE;9WTNTERNATIONAL BUILDING CODE & ALL APPLICABLE CODES
REFERENCED WITHIN.
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 POOL/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 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 CONTRACTIBILITY. 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 POOL/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 318-14.
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
#345 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 II 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:
13.
14.
15.
POOL
NO SC
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.
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 POOL AND 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.
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).
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.
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COLORADO
POOL
DESIGNS
SWIMMING POOLS } SPLASH PADS 1 WATER FEATURES
13301 W. 43rd Drive Suite #10
Golden, Colorado 80403
Phone:720.693.8146
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SCALE: As indicated
ISSUE DATE: 7/29/2021
DRAWN BY: CPD
PROJECT #: 4221
SHEET TITLE PROJECT NOTES
SHEET #:
Y �
'3' SELF CLOSING & LATCHING DOOR
_ AS REQUIRED BY CODE, TYP. AT
4 LL ALL POINTS OF ENTRY; REFER TO
POOL EMERGENCY PHONE W/ EMERGENCY CONTACT # AND FACILITY ADDRESS c9 ow ARCH. DOCUMENTS
POOL AUTO COVER SWITCH (MUST BE IN FULL VIEW OF POOL) C
PAAI FMFRRFNCV CTnP RATTAN AS RFOUIREn BY CODE
J, rVVr Vl1� r� � V�V��I7VV f1V ��rY{V u`Vv u.• �.
POOL SITE PLAN
3/16-
► rS
POOL SAFETY SIGNAGE AS REQUIRED BY CODE —�
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S30
POOL BARRIER AS REQUIRED .�
BY CODE, BY OTHERS
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SITE NOTES:
1) POOL LOCATIONS SET BY GC & VERIFIED BY OWNERIARCHITECT.
2) HOSE BIBS, SERVICE OUTLETS, EMERGENCY STOPS, PHONE & SIGNAGE
SHOW FOR REFERENCE ONLY & MUST BE LOCATED BY ARCHITECT &
COORDINATED BY PC & GC.
3) REFER TO LANDSCAPE DRAWINGS FOR DECK DRAINAGE, DECK &
PERIMETER FENCE DETAILS.
4) ALL DOORS WITH DIRECT ACCESS TO THE POOL MUST BE SELF CLOSING
..........
& LATCHING OR EQUIPPED WITH APPROVED ALARMS.
5) ALL OPERABLE WINDOWS WITH DIRECT ACCESS TO THE POOL MUST HAVE
A SILL HEIGHT OF 48", HAVE A RESTRICTED OPENING OF 4", OR EQUIPPED
WITH APPROVED ALARMS.
6) J-BOX'S FOR UNDERWATER LIGHTS MUST BE COORDINATED WI
LANDSCAPE ARCH. & G.C.
N
OLORADO
POOL
DESIGNS
SWIMMING POOLS } SPLASH PAOS < WATER FEATURES
13301 W. 43rd Drive Suite #10
Golden, Colorado 80403
Phone:720.693.8146
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SCALD=- 3/16" = 1'-O"
ISSUE DATE: 7/29/2021
DRAWN BY: CPD
PROJECT # 4221
SHEET TITLE: POOL SITE PLAN
SHEET
P L 1.
NOTES:
1. POOL CONTRACTOR MUST VERIFY ALL ELECTRICAL REQUIREMENTS PRIOR TO ORDERING EQUIPMENT.
2. CIRCULATION SYSTEM COMPONENTS AND EQUIPMENT SHALL COMPLY WITH 2O15 INTERNATIONAL SWIMMING POOL AND SPA CODE
POOL DATA:
SIZE (AREA): 1,200 SF
PERIMETER: 148'-0" LN FT
VOLUME: 41,564 GALLONS
FLOW RATE: 135 GALLONS PER MINUTE (GPM)
TURN OVER: 5.13 HOURS
FILTRATION RATE: 0.130 GPM/SF
BACKWASH RATE: NA (CARTRIDGE FILTERS)
SANITIZER: CALCIUM HYPOCHLORITE
WATER TEMP: 86 DEGREES F
BATHER LOAD: 50 BATHERS
EQUIPMENT SCHEDULE:
TAG QUANTITY TITLE MAKE/MODEL
NOTES
1 1 CIRCULATION PUMP PENTAIR INTELLIFLO XF, VARIABLE SPEED, UP TO 3 HP, 135 GPM @3200 RPM
230V ONLY, 1 PHASE (PROVIDE BUCK BOOSTER IF NEEDED)
PROVIDE (1) EXTRA STRAINER BASKET.
2 2 FILTERS PENTAIR CCP520 CARTRIGE FILTER
9.82 SF TOTAL FILTER AREA
3 1 POOL HEAT EXCHANGER CALRSON 15.0 ST, 750,000 BTUH HEAT EXCHANGER W/ HIGH LIMIT SWITCH
BOILER, CONTROLS, SENSORS BY OTHERS.
4 1 SANITIZER
5 0 ACID FEEDER
6 1 CONTROLLER
7 6 POOL LIGHTS (large)
8
2
CIRC. SUCTION OUTLET
(MAIN DRAIN)
9
4
SKIMMER
10
14
WALL INLET
11
1
EPO BUTTON
12
1
AUTO FILL
13
1
HAND RAIL
AUTO COVER
RECESSED STEP
FINISH SCHEDULE:
PENTAIR HCC3330 AUTOMATIC CHLORINE FEEDER, NSF APPROVED, 48LBS/DAY CAPACITY
W/ 1" WIC 2PCZ NORMALLY CLOSED, ANIT-CORROSION SOLENOID VALVE
NA
PENTAIR INTELLETOUCH W/ POWER CENTER FOR SINGLE BODY OF WATER
PENTAIR 5G, LED COLOR POOL LIGHT, UL LISTED, 15W (500W EQUIV.)
W/ PENTAIR LARGE SS NICHE FOR CONCRETE W/ PENTAIR INTELLIBRITE CONTROLLER
WATERWAY 640-136x STRIP DRAIN, VGB COMPLIANT @ 320 GPM
PENTAIR U3 08650-1404, NSF APPROVED, FOR GUNITE W/ 2" PVC SLIP PORT
PENTAIR #540042, 1.5" DIRECTIONAL WALL INLET
ES03 EMERGENCY SHUTOFF BUTTON INTERLOCKED TO CONTROLLER
LEVELOR, K-1100 AUTOMATIC WATER MANAGER W/ SENSOR IN SENSING WELL
SR SMITH ART-1004, 316L SS, 1.9" OD, 0.065" WALL HANDRAIL
W/ SR SMITH EP-10OF SS ESCUTCHEON COVERS
COVER POOLS T-4 W/ RECESSED TRACK, HIGH TORQUE ELECTRIC MOTOR,
HEAVY DUTY GLIDERS & "ULTIMATE ROPE"
SR SMITH 62-209-4001 STEPS (SET OF 3) W/ ART-1001 HANDRAILS
W/ SR SMITH EP-10OF SS ESCUTCHEON COVER
INTERLOCK SOLENOID TO CHEMICAL CONTROLLER
120V
12V W/TRANSFORMERS
BONDED PER NEC 680
COLOR TBD
W/ "POUR -A -LID" TO MATCH COPING
COLOR WHITE
120V
120V
AS-100B ANCHORS, BONDED
PC TO FIELD VERIFY MEASUREMENTS
COLOR; TBD. 120V W/ GFCI PROTECTION
AS-100B ANCHORS, BONDED
TAG
SIZE
TITLE
MAKE/MODEL
NOTES
A
INTERIOR FINISH
SGM DIAMOND BRITE
COLOR: BLUE QUARTZ
B
6"x6"
WATER LINE TILE
POOL SPECIFIC GLAZED TILE; TBD
GROUT: LATICRETE SPECTRALOCK PRO, COLOR: TBD
C
3.5" THICK COPING STONE
P.I.P COLORED CONCRETE W/ STEGMEIER "DEEP REGULAR" FORM
NON -SLIP FINISH, COLOR BY ARCH
D
2"x2"
STEP & BENCH EDGE
BULLNOSE ON HORZ. & 2" ON VERTICAL COLOR TBD (NON -GLAZED)
GROUT: LATICRETE SPECTRALOCK PRO, COLOR: TBD
E
611x6"
DEPTH MARKER
TILE DEPTH MARKER AS REQ'D BY CODE
REFER TO DETAIL4/PL1.2
NO
NOTES:
1. ALL ELECTRICAL EQUIPMENT MUST BE INSTALLED ON HOUSKEEPING PADS.
2. ALL EQUIPMENT MUST BE BONDED PER SECTION 680 OF NEC.
3. COMBUSTION AIR & EXHAUST (BY MC) BUT POOL CONTRACTOR MUST REVIEW & COORDINATE WITH MC.
4. ALL PIPING WITHIN POOL EQUIPMENT ROOM MUST BE RUN OVER HEAD. PIPING INSTALLED ON FLOORS TO CREATE
TRIPPING HAZARDS WILL NOT BE ACCEPTABLE.
5. FLOOR DRAINS & BACKWASH LINE W/ TRAP TO SANITARY BY GC
N
C
�LORADO
POOL
)ESIGNS
SWIMMING POOLS } SPLASH PADS < WATER FEATURES
13301 W. 43rd Drive Suite #10
Golden, Colorado 80403
Phone:720.693.8146
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SCALE: As indicated
ISSUE DATE: 7/29/2021
PROJECT #: 4221
SHEET TITLE: POOL DATA &
EQUIPMENT ROOM
POOL EQUIPMENT PLAN
i 2 �-
3/4" = 1'-0"
SHEET #:
PL1 0
(4) SKIMMERS
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w
LU
1 1/2" SCHEDULE 40 PVC
GREENSTREAK,LOCKSTOP
NOW SHRINK, MASTIC WATER STOP
POOL WALL
CIRC. INLET DETAIL
3" = 1'-0"
2" 2"
2.5"
LOOP
};
2" 2"
� 19
POOL PIPING SCHEMA -
NU SCALE
RE: SLAB
DETAIL FOR
THICKNESS &
REBAR DESIGN
GRAVEL BASE
(2) POOL SUCTION OUTLETS
I I
2.5" 2.5"
POOL EQUIPMENT PAD
FILTER
FLOW}>
y &TANK-1-9
BTV
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).
FILTER SUPPLY AND
RETURN TO HEAT
EXCHANGER BY
OTHERS
BTV BTV
POOL CIRC. PUMP
✓ AUTOFILL
ro BV SV'. , BY PC
� -T1"�
1"
BV BV
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
POOL FINISH
POOL CHANNEL DRAIN DETAIL
111
= 1' 011
HEAT
EXCHANGER
0
E; BTV
w ;
BY MC
CHLORINE FEEDER
BV
0
LL
BV
T
0
d
2"
PIPE VELOCITY CALCULATIONS:
POOL CIRC. SUCTION: 3" DIA. SUCTION SIDE PIPE VELOCITY @ 135 GPM = 5.9 FPS
POOL CIRC. RETURN: 3" DIA. SUPPLY SIDE PIPE VELOCITY @ 135 GPM = 5.9 FPS
POTABLE H2O SUPPLY W/ APPROVED
BACKFLOW PREVENTER,BY PLUMBING
APSP-7/VGBA APPROVED
"UNBLOCKABLE" CHANNEL DRAIN
COVER & SUMP, FOR CONCRETE
INSTALLATION. INSTALL PER
MANUFACTURES INSTRUCTIONS
14 RETURN INLETS
310 5 ,�� Tx-7';L"M-XW' U afMOC-q�
CONCEP
GROUND P
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NOTE: REFER TO MANUFACTURERS INSTRUCTIONS FOR ADDITIONAL DETAILS & REQUIREMENTS
POOL PUMP
NO SCALE
Mal
POOL
DESIGNS
SWIMMING POOLS r SPLASH PADS < WATER FEATURES
13301 W. 43rd Drive Suite #10
Golden, Colorado 80403
Phone:720.693.8146
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SCALE As indicated
ISSUE DATE: 7/29/2021
DRAWN BY: CPD
PROJECT#+: 4221
SHEET TITLE: PIPING SCHEMATIC
& PLUMBING
SHEET r�3
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