25-8378_-_Exhibit_M_-_Sun_N_Fun_IWF_PL_Drawings_-_100%_Bid_Set.pdf

-36" -36"-36"

-42" -42" -42"

-42" -42" -42"

S P E A R S

S P E A R S

S P

EA

R S

S P

EAR

S

R Y

E N T

N O

RY

E

NT

N O

RY ENT NO RY ENT NO RY ENT NO

RY

EN

T

NO

R Y

E N T

N O

R Y

E N T

N O

RYENTNORYENTNORYENTNO

RY

E

NT

NO

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-36"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-42"

-42"

-42"

-42"

-42"

-36"

-42"

-42"

-42"

-42"

-42"

POOL E - IWF

SEE D101.E FOR

DEMO PLANS

AND PL130.E

FOR NEW

WORK.

POOL D - PLUNGE POOL

SEE "D" SHEET

PACKAGE FOR ALL

DRAWINGS.

POOL C - LAZY RIVER

SEE "C" SHEET PACKAGE FOR

ALL DRAWINGS.

EXISTING RIVER FEATURE

PUMP ROOM PB3,

HOUSING RIVER FEATURE

AND PROPULSION PUMPS.

SEE "C" DRAWING

PACKAGE FOR MORE

INFO.

EXISTING SLIDE PUMP ROOM

PB2, HOUSING ALL SLIDE

PUMPS. NO WORK IN

CONTRACT.

EXISTING FILTRATION

MECHANICAL ROOM PB1,

HOUSING ALL POOLS'

FILTRATION EQUIPMENT

SEE PL400.E FOR

CHANGES REQUIRED

N

GENERAL NOTES:

1. LOCATE LIFEGUARD CHAIRS AS REQUIRED PER STATE AND LOCAL CODES AND PER OWNER'S SAFETY

CONSULTANT.

2. SCHEDULE QUANTITIES ARE SHOWN FOR VALUE ENGINEERING PURPOSES. IT IS THE INSTALLING CONTRACTOR'S

RESPONSIBILITY TO VERIFY QUANTITIES REQUIRED.

3. CONTRACTOR SHALL CONTACT ENGINEER FOR ELECTRONIC DRAWING FILES PRIOR TO COMMENCING POOL

STAKING WORK.

4. ENGINEER WILL PROVIDE ELECTRONIC PLAN VIEW OF ALL POOLS IN AUTOCAD DRAWING FORMAT FOR

CONTRACTOR'S USE TO LOCATE STRUCTURES AND RELATED POOL DECK EQUIPMENT.

5. REFER TO PL100 SERIES DRAWINGS FOR ALL POOL PLAN INFORMATION, RELATED EQUIPMENT, AND DETAILS.

6. REFER TO PL200 SERIES DRAWINGS FOR ALL POOL STRUCTURAL PLANS, RELATED INFORMATION, AND DETAILS.

7. REFER TO PL300 SERIES DRAWINGS FOR ALL POOL AND DRAIN PIPING AND RELATED INFORMATION AND DETAILS.

CODES, STANDARDS AND REGULATIONS:

CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND STANDARDS LISTED BELOW AND ALERT THE

ARCHITECT/ENGINEER TO CONFLICTS IN THE DRAWINGS

CODE JURISDICTION

UNITED STATES / NAPLES / FLORIDA / COLLIER COUNTY

HEALTH & SAFETY CODE:

STATE HEALTH CODE: 2023 FBC SECTION 454.1 SWIMMING POOLS AND BATHING PLACES

COUNTY HEALTH CODE: FLORIDA ADMINISTRATIVE CODE CHAPTER 64E-9 - PUBLIC SWIMMING POOLS AND BATHING

PLACES

ACCESSIBILITY STANDARDS AND REGULATIONS:

UNITED STATES:

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

BATHER CAPACITY

BATHER CAPACITY IS CALCULATED IN ACCORDANCE WITH SECTION 454.1.1.1 OF THE 2023 FBC, 8TH EDITION, AS FOLLOWS:

1. POOL E:

a. 450 GPM / 5 GPM PER BATHER = 90 BATHERS.

2. TOTAL: 90 BATHERS

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL001.E

COVER

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

12" = 1'-0"

PL001.E

2 LOCATION MAP

PLAN VIEW

12" = 1'-0"

PL001.E

3 VICINITY MAP

SUN-N-FUN LAGOON

RENOVATIONS POOL E -

INTERACTIVE WATER FEATURE

"IWF"

SCHEDULE - SHEET LIST POOL E

SHEET NO. SHEET NAME

CURRENT

REVISION

CURRENT REVISION

DESCRIPTION

CURRENT

REVISION DATE

PL001.E COVER

D101.E POOL E - IWF DEMO PLAN

D102.E POOL E - IWF PIPING DEMO PLAN

PL130.E POOL E - IWF SURGE TANK PLAN AND DIMENSION PLAN

PL131.E POOL E - IWF SECTION AND DETAILS

PL132.E POOL E - IWF DETAILS

PL200.E STRUCTURAL NOTES, PLAN(S) AND SCHEDULE

PL201.E POOL E - STRUCTURAL DETAILS

PL300.E OVERALL PIPING PLAN

PL301.E MECHANICAL NOTES

PL330.E POOL E - IWF PIPING PLAN

PL400.E POOL E - IWF MECHANICAL PLAN

PL401.E POOL E - IWF MECHANICAL DETAILS

PL402.E POOL E - IWF MECHANICAL DETAILS

PL500.E POOL E - IWF MECHANICAL P&ID

PLAN VIEW

1" = 30'-0"

PL001.E

1 OVERALL SITE PLAN

PROJECT CONTACTS:

POOL DESIGN / AQUATICS CONSULTANT

STRUCTURAL ENGINEERING CONSULTANT

WATER TECHNOLOGY INC.

100 PARK AVE

BEAVER DAM, WI 52916

920.887.7375

GRAEF CONSULTING ENGINEERS

116 S ADAMS STREET, STE 201

GREEN BAY, WI 54301

920.592.9440

REVISION SCHEDULE

Number Description Date

S

N

D102.E

13A

TYP.

TYP.

TYP.

13A

13A

13A

13A

13A

13A

13A

13A

13A

13A

13A 13A

13A

13A

13A

13A

R

GENERAL DEMOLITION NOTES:

1. ALL CONDITIONS SHOWN ON THIS DRAWING ARE EXISTING. OWNER AND

ARCHITECT ASSUME NO RESPONSIBILITY FOR ACCURACY OR COMPLETENESS

OF INFORMATION SHOWN. ORIGINAL CONSTRUCTION DOCUMENTS FOR

EXISTING FACILITY ARE ON FILE AT THE OWNER'S OFFICE FOR REVIEW.

CONTRACTORS ARE RESPONSIBLE TO VISIT THE SITE AND REVIEW ALL

DOCUMENTS PRIOR TO SUBMITTING THEIR BID TO COMPLETELY FAMILIARIZE

THEMSELVES WITH ALL CONDITIONS.

2. DEMOLITION DRAWINGS ARE INTENDED TO BE SCHEMATIC IN NATURE, AND MAY

NOT DESCRIBE ALL MISCELLANEOUS WORK NECESSARY TO COMPLETE THE

DEMOLITION AND NEW WORK. CONTRACTOR SHALL INCLUDE THIS

MISCELLANEOUS NECESSARY WORK IN BASE BID.

3. CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING POOL

EQUIPMENT WITHIN THE LIMITS INDICATED WITH HATCHING ( ). SEE

DRAWING NOTES FOR EQUIPMENT THAT SHALL BE REUSED IN PLACE AND

EQUIPMENT THAT SHALL BE RELOCATED AND REUSED.

4. CONTRACTOR TO VERIFY ASBESTOS TEST REQUIREMENTS AND CONDUCT ANY

REQUIRED TESTING PRIOR TO CONSTRUCTION.

5. UNLESS NOTED OTHERWISE ON THE PLAN, CONTRACTOR SHALL DISPOSE OF

ALL REMOVED EQUIPMENT AND MATERIALS IN A LEGAL MANNER OFF SITE.

COPIES OF ALL MANIFESTS SHALL BE GIVEN TO THE OWNER SHOWING FINAL

DISPOSAL LOCATION OF ALL MATERIALS.

6. CONTRACTOR SHALL MAINTAIN DUST CONTROL INSIDE AND OUTSIDE OF THE

BUILDING AT ALL TIMES.

7. CONTRACTOR SHALL PROTECT ALL CATCH BASINS, SEWER INLETS, ETC., FROM

DEBRIS AND SEDIMENTATION DURING DEMOLITION.

8. CONTRACTOR SHALL LIMIT THE EXTENT OF HIS DISRUPTION TO THE INDICATED

WORK AREA, AND TAKE CARE NOT TO DISRUPT THE SURROUNDING AREA.

9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND TERMINATING

EXISTING ELECTRICAL POWER, WATER, AND GAS LINES WITH LOCAL UTILITIES.

10. SEE PL400.E FOR MECHANICAL ROOM/EQUIPMENT DEMOLTION SCOPE.

11. PROJECT RENOVATION WORK INCLUDES THE REMOVAL OF ALL EXISTING SPRAY

CANS; CERTAIN FEED PIPING TO THE CANS WILL BE REUSED FOR NEW

FEATURES; SEE THE KEYED NOTES. FOR THE UNUSED FEED PIPING,

CONTRACTOR SHALL PROVIDE AN AS-BUILT DRAWING WITH COORDINATES OF

THE CAPPED AND BURIED FEED PIPING TO THE OWNER FOR THEIR USE DURING

FUTURE FEATURE INSTALLATION.

DEFINITIONS:

A. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED

TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY.

B. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND SALVAGED

REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN, AND PACK OR CRATE

ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS

AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA.

C. REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND

OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST

DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS

INDICATED.

D. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN

AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN

PERMITTED BY THE OWNER OR ARCHITECT, ITEMS MAY BE REMOVED TO A

SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION

AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.

E. ABANDON: PERMANENTLY REMOVE FROM SERVICE AND MAINTAIN IN PLACE.

FOR PIPING, ABANDONED PIPES SHALL BE BLOWN OUT, DISCONNECTED FROM

OTHER PIPING AND DISCONNECTED FROM THE POOL WALL/TANK WALL. PIPING

ENDS SHALL BE CAPPED ON BOTH ENDS. FOR PIPE PENETRATING FINISHED

SURFACES, CUT BACK PIPE SUCH THAT CAPS ARE A MINIMUM OF 3” BELOW

FINISHED SURFACE. COVER WITH NON-SHRINK, NON-METALLIC GROUT AND

SPECIFIED FINISHES. ABANDONED PIPING SHALL BE IDENTIFIED IN RECORD

DRAWINGS PROVIDED BY THE CONTRACTOR.

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

D101.E

POOL E - IWF DEMO PLAN

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

1/4" = 1'-0"

D101.E

1 POOL E - IWF SPRAY PAD OVERALL DEMO PLAN

KEYED NOTES:

1. REMOVE EXISTING FIBERGLASS COLLECTOR TANK, TYP OF 2. EXCAVATE MINIMUM 2'

AROUND TANK TO EXPOSE CONNECTED PIPING. CUT PIPING OUTSIDE OF TANK, CAP,

AND PROTECT FOR REUSE.

2. SEE D102.E.

3. SEE D102.E.

4. SEE D102.E.

5. SEE D102.E.

6. SEE D102.E.

7. SEE D102.E.

8. SEE D102.E.

9. SEE D102.E.

10. SEE D102.E.

11. SEE D102.E.

12. LINE INDICATES EXTENT OF EXISTING 2,826 SF IWF/SPRAY PAD SLOPED TOWARD THE

CENTER. REMOVE EXISTING SLAB PER THE HATCH PATTERN. REMOVE EXISTING

FINISH ON THE REMAINDER OF THE SPRAY PAD IN PREPARATION FOR NEW FINISH.

13. REMOVE EXISTING SPRAY CANS, TYP OF 64. EACH SPRAY CAN IS SUPPLIED BY A 1.5"

FEED PIPE AND HAS A 3" DRAIN CONNECTION. DRAIN IN EACH CAN SHALL BE

ABANDONED; PLUG DRAIN PIPING AT SPRAY CAN WITH HYDRAULIC CEMENT. PROTECT

THE 1.5" FEED PIPING UNDER EACH CAN FOR CONNECTION TO NEW FEATURE.

A. TAGGED SPRAY CAN INDICATES 1.5" FEED PIPING SHALL BE REUSED FOR NEW

FEATURE. CAP AND PROTECT FEED PIPING DURING DEMO FOR PIPING

RECONNECTION. ALL UNUSED FEED PIPING FROM OTHER REMOVED SPRAY

CANS SHALL BE CAPPED AND PROTECTED DURING DEMO. SEE GENERAL

DEMO NOTE 11 ON THIS PAGE FOR INSTRUCTIONS FOR UNUSED SPRAY CAN

PIPING.

14. REMOVE EXISTING 10" DIAMETER METAL FLOOR DRAIN, TYP OF 21. EACH FLOOR DRAIN

IS CONNECTED BY A 3" PIPE; REMOVE ALL 3" LATERAL PIPING AND ANY GRAVITY MAINS

BACK TO THE DEMO REGION INDICATED ON THE PLAN. SEE NEW PIPING PLANS FOR

GRAVITY PIPING CONNECTION TO THE NEW SPRAY PAD FLOOR DRAINS.

15. APPROXIMATE EXTENT OF THE SLAB DEMO IS DEFINED BY RADIAL DIMENSION NOTED;

THIS DIMENSION ALLOWS FOR ENOUGH ROOM FOR NEW SLAB AND FEATURE

FOUNDATION INSTALL. CONTRACTOR SHALL FIELD LOCATE THE CENTER POINT OF

THE DEMO CIRCLE AND SAW CUT SLAB TO THE DIMENSION NOTED ON THE DEMO

PLAN.

S

6"ø

14"ø

14"ø

6"ø

10"ø

6"ø

12"ø

6"ø

6"ø

14"ø

14"ø

12"ø 12"ø

10"ø

10"ø

10"ø

10"ø

8"ø

6"ø

10"ø

2"ø

2"ø

EXISTING PIPING

CONTINUES TO PB#1

12"ø

N

EXISTING AUTOFILL SENSOR

ASSEMBLY. DISCONNECT AND

REMOVE PROXY SENSOR AND

PIPING/FITTINGS IN THE TANK.

PROTECT CABLE FOR REUSE AND

ATTACHMENT TO NEW SENSOR.

EXISTING SOLENOID VALVE FOR

FILL. REMOVE VALVE AND ALL

ADDITIONAL PIPING AND FITTINGS

CONNECTED TO FILL LOOP. SEE

NEW DETAILS FOR

REINSTALLATION.

GENERAL DEMOLITION NOTES:

1. ALL CONDITIONS SHOWN ON THIS DRAWING ARE EXISTING. OWNER AND

ARCHITECT ASSUME NO RESPONSIBILITY FOR ACCURACY OR COMPLETENESS

OF INFORMATION SHOWN. ORIGINAL CONSTRUCTION DOCUMENTS FOR

EXISTING FACILITY ARE ON FILE AT THE OWNER'S OFFICE FOR REVIEW.

CONTRACTORS ARE RESPONSIBLE TO VISIT THE SITE AND REVIEW ALL

DOCUMENTS PRIOR TO SUBMITTING THEIR BID TO COMPLETELY FAMILIARIZE

THEMSELVES WITH ALL CONDITIONS.

2. DEMOLITION DRAWINGS ARE INTENDED TO BE SCHEMATIC IN NATURE, AND MAY

NOT DESCRIBE ALL MISCELLANEOUS WORK NECESSARY TO COMPLETE THE

DEMOLITION AND NEW WORK. CONTRACTOR SHALL INCLUDE THIS

MISCELLANEOUS NECESSARY WORK IN BASE BID.

3. CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING POOL

EQUIPMENT WITHIN THE LIMITS INDICATED WITH HATCHING ( ). SEE

DRAWING NOTES FOR EQUIPMENT THAT SHALL BE REUSED IN PLACE AND

EQUIPMENT THAT SHALL BE RELOCATED AND REUSED.

4. CONTRACTOR TO VERIFY ASBESTOS TEST REQUIREMENTS AND CONDUCT ANY

REQUIRED TESTING PRIOR TO CONSTRUCTION.

5. UNLESS NOTED OTHERWISE ON THE PLAN, CONTRACTOR SHALL DISPOSE OF

ALL REMOVED EQUIPMENT AND MATERIALS IN A LEGAL MANNER OFF SITE.

COPIES OF ALL MANIFESTS SHALL BE GIVEN TO THE OWNER SHOWING FINAL

DISPOSAL LOCATION OF ALL MATERIALS.

6. CONTRACTOR SHALL MAINTAIN DUST CONTROL INSIDE AND OUTSIDE OF THE

BUILDING AT ALL TIMES.

7. CONTRACTOR SHALL PROTECT ALL CATCH BASINS, SEWER INLETS, ETC., FROM

DEBRIS AND SEDIMENTATION DURING DEMOLITION.

8. CONTRACTOR SHALL LIMIT THE EXTENT OF HIS DISRUPTION TO THE INDICATED

WORK AREA, AND TAKE CARE NOT TO DISRUPT THE SURROUNDING AREA.

9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND TERMINATING

EXISTING ELECTRICAL POWER, WATER, AND GAS LINES WITH LOCAL UTILITIES.

10. SEE PL400.E FOR MECHANICAL ROOM/EQUIPMENT DEMOLTION SCOPE.

11. PROJECT RENOVATION WORK INCLUDES THE REMOVAL OF ALL EXISTING SPRAY

CANS; CERTAIN FEED PIPING TO THE CANS WILL BE REUSED FOR NEW

FEATURES; SEE THE KEYED NOTES. FOR THE UNUSED FEED PIPING,

CONTRACTOR SHALL PROVIDE AN AS-BUILT DRAWING WITH COORDINATES OF

THE CAPPED AND BURIED FEED PIPING TO THE OWNER FOR THEIR USE DURING

FUTURE FEATURE INSTALLATION.

DEFINITIONS:

A. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED

TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY.

B. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND SALVAGED

REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN, AND PACK OR CRATE

ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS

AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA.

C. REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND

OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST

DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS

INDICATED.

D. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN

AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN

PERMITTED BY THE OWNER OR ARCHITECT, ITEMS MAY BE REMOVED TO A

SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION

AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.

E. ABANDON: PERMANENTLY REMOVE FROM SERVICE AND MAINTAIN IN PLACE.

FOR PIPING, ABANDONED PIPES SHALL BE BLOWN OUT, DISCONNECTED FROM

OTHER PIPING AND DISCONNECTED FROM THE POOL WALL/TANK WALL. PIPING

ENDS SHALL BE CAPPED ON BOTH ENDS. FOR PIPE PENETRATING FINISHED

SURFACES, CUT BACK PIPE SUCH THAT CAPS ARE A MINIMUM OF 3” BELOW

FINISHED SURFACE. COVER WITH NON-SHRINK, NON-METALLIC GROUT AND

SPECIFIED FINISHES. ABANDONED PIPING SHALL BE IDENTIFIED IN RECORD

DRAWINGS PROVIDED BY THE CONTRACTOR.

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

D102.E

POOL E - IWF PIPING DEMO PLAN

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

1/2" = 1'-0"

D102.E

1 POOL E - ENLARGED COLLECTOR TANK PIPING DEMO

NOT TO SCALE

DETAIL VIEWD102.E

2 EXISTING IWF COLLECTOR TANK AUTOFILL

KEYED NOTES:

1. REMOVE EXISTING FIBERGLASS COLLECTOR TANK, TYP OF 2. EXCAVATE MINIMUM 2'

AROUND TANK TO EXPOSE CONNECTED PIPING. CUT PIPING OUTSIDE OF TANK, CAP,

AND PROTECT FOR REUSE.

2. PIPING SHOWN IN DETAIL 1 IS SCHEMATIC ONLY AND REPRESENTS THE CONDITIONS

FROM THE DESIGN DRAWINGS. AS-BUILT CONDITIONS WILL VARY FROM THIS

SCHEMATIC. CONTRACTOR SHALL DOCUMENT THE AS-BUILT CONDITIONS WITH

PHOTOS DURING EXCAVATION. PIPING WITH A FADED BACKGROUND IS EXISTING TO

REMAIN.

3. TWO EXISTING 14" PIPES ASSUMED FOR IWF DRAINAGE. PROTECT PIPING FOR

REUSE AND TIE INTO NEW SURGE TANK.

4. TWO EXISTING 14" PIPES ASSUMED FOR SPRAY CAN FEATURE DRAINS. PIPING TO BE

ABANDONED. CAP PIPES BELOW GRADE NEAR EXISTING COLLECTOR TANK, AND

REMOVE EXISTING SPRAY CAN DRAINS PER KEYNOTE 13.

5. 12" TRANSFER PIPE TO BALANCE WATER LEVEL BETWEEN THE 2 TANKS. THIS PIPE

WAS NOT FOUND DURING SITE EVALUATION, BUT IF IT EXISTS, IT SHALL BE REMOVED

AND WILL NOT BE REUSED.

6. TWO EXISTING 2" PIPES FOR AUTOFILL SENSOR AND FILL LINE. PROTECT PIPES FOR

REUSE. REROUTE TO NEW SURGE TANK. SEE DEMO IMAGE THIS SHEET FOR MORE

INFO.

7. EXISTING 8" FILTRATION SUPPLY PIPE TO SURGE TANK. DEMO ANY INDIVIDUAL

LATERALS TO EACH EXISTING TANK AND PROTECT 8" MAIN FOR REUSE.

8. EXISTING 10" FILTER PUMP SUCTION, CONNECTED TO A HEADER IN FASHION SIMILAR

TO THE PIPING SCHEMATIC. PROTECT THE 10" MAIN AND REMOVE THE

HEADER/LATERALS DOWNSTREAM TO THE COLLECTOR TANKS.

9. EXISTING 12" FEATURE PUMP SUCTION, CONNECTED TO A HEADER IN FASHION

SIMILAR TO THE PIPING SCHEMATIC. PROTECT THE 12" MAIN AND REMOVE THE

HEADER/LATERALS DOWNSTREAM TO THE COLLECTOR TANKS.

10. EXISTING 6" SKIMMER SUCTION TO FILTER PUMP IN PB#1. DISCONNECT PIPING NEAR

TANK AS SHOWN. PROTECT MAIN RUN BACK TO PB#1 FOR REUSE.

11. EXISTING 12" FEATURE PUMP SUPPLY FROM PUMP BUILDING #1 TO REMAIN.

PROTECT FOR REUSE. SEE NEW PIPING PLAN FOR ROUTING TO NEW FEATURES.

12. SEE D101.E.

13. SEE D101.E.

14. SEE D101.E.

15. SEE D101.E.

EXISTING ELEVATION:

1. ELEVATIONS TAGGED ON THIS PLAN ARE EXTRACTED FROM A SURVEY CONDUCTED BY CPH, INC. IN 2020, DURING AN INITIAL PHASE OF WORK AT SUN-N-FUN LAGOON. EXISTING SPRAY PAD ELEVATIONS ARE APPROXIMATE AND GENERALLY FOLLOW THE SLOPE LINES IDENTIFIED ON PLAN, WITH THE LOW POINT BEING THE CENTER OF THE PAD. ON-SITE ELEVATIONS MAY VARY, AND IT IS IMPERATIVE THAT

NEW CONCRETE WORK MATCHES EXISTING CONCRETE SLOPES/PROFILES FOR PROPER DRAINAGE.

F02

F08

F05

F07

F06

F05

F09

F03

F04

F02

F02 F03

F01

F01

F03

F03

15.51' IWF FFE

PL131.E

PL131.E

PL131.E

F01

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

PL131.E

DASHED LINE INDICATES

EXTENT OF NEW

CONCRETE. SEE

STRUCTURAL DRAWINGS

FOR CONNECTION.

PL131.E

BASE BID IS THAT NEW CONCRETE SHALL MATCH THE

FINISH OF THE EXISTING (BROOM FINISH). ALTERNATE #1:

PROVIDE LIFEFLOOR FINISH FOR THE ENTIRE 2,826 SF

SPRAY PAD. INCLUDE TRANSITION STRIPS AT EDGE OF

SPRAY PAD TO MATCH TOP OF PADDING WITH EXISTING

CONCRETE FINISH ELEVATION.

F01

16.33' IWF FFE

16.08' IWF FFE

16.08' IWF FFE

PL132.E

PL132.E

PL132.E

PL132.E

PL132.E

PL132.E

PL132.E

PL131.E

15.58' IWF FFE

15.51' IWF FFE

15.58' IWF FFE

N

COLLECTOR TANK OUTSIDE WALL

COLLECTOR TANK FLOOR

POOL DECK

EQUIPOTENTIAL BONDING GRID,

TYPICAL AROUND EACH POOL, TANK,

AND/OR SPRAY PAD BY DECK

CONTRACTOR. SEE ELECTRICAL

DRAWINGS AND NOTES BELOW

POOL, TANK, AND/OR SPRAY

PAD REINFORCING STEEL

BONDING WIRE PER NEC 680,

BY ELECTRICAL

CONTRACTOR

NOTES:

1. THIS DETAIL IS INTENDED TO ILLUSTRATE THE EQUIPOTENTIAL BONDING GRID AROUND EACH POOL, TANK, AND/OR SPRAY

PAD AS REQUIRED BY NEC 680.

2. THE GRID SHALL CONFORM TO ALL NEC 680 REQUIREMENTS.

3. PER NEC 680, THE GRID SHALL:

3.a. COMPLETELY SURROUND THE PERIMETER OF THE POOL, TANK, AND/OR SPRAY PAD AND EXTEND 3 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL, AND/OR TANK, OR PERIMETER EXPANSION JOINT AT SPRAY PADS.

3.b. BE ARRANGED IN A 12" X 12" (OR LESS) NETWORK OF CONDUCTORS IN A UNIFORMLY SPACED PATTERN.

3.c. BE BONDED TO THE POOL, TANK, AND/OR SPRAY PAD REINFORCING STEEL.

4. THIS DETAIL IS NOT INTENDED TO DETAIL THE WALLS, SLABS, OR THE DECKS. THE ABOVE DETAIL IS SCHEMATIC. SEE POOL, TANK, AND/OR SPRAY PAD SECTIONS AND DECK SECTIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS.

5. SEE POOL, TANK, AND/OR SPRAY PAD ELECTRICAL DRAWINGS FOR ADDITIONAL BONDING & GROUNDING REQUIREMENTS.

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL130.E

POOL E - IWF SURGE TANK PLAN AND

DIMENSION PLAN

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

BACKWASH FLOW (EXISTING) NO CHANGE GPM

FILTRATION RATE (EXISTING) 8.9 GPM/FT²

TURNOVER/VOLUME/FLOW 15 MIN. 4,115 GAL. 274 GPM

CIRCULATION RATE 274 GPM

TOTAL VOLUME OF WATER 4,115 GALLONS

+ SURGE TANK OPERATING VOLUME 3,615 GALLONS

WATER FEATURE STORAGE VOLUME 500 GALLONS

SPRAY PAD TEMPERATURE 84 °F

SPRAY PAD SURFACE AREA 2,826 SQUARE FEET

SPRAY PAD PERIMETER 189 FEET

DESCRIPTION QTY UNITS

POOL E-IWF DATA

PLAN VIEW

1/4" = 1'-0"

PL130.E

1 POOL E - IWF PLAN

SCHEDULE - WATER FEATURE - POOL E

POOL ID FEATURE ID FEATURE QTY MANUFACTURER DESCRIPTION GPM (ea) GPM (Total)

E F01 GROUND SPRAY 4 WATERPLAY SOLO SPURT 1 4

E F02 GROUND SPRAY 3 WATERPLAY LILY PAD 6 18

E F03 GROUND SPRAY 4 WATERPLAY THE WAVE 3 12

E F04 WATER FEATURE 1 WATERPLAY 0010-0497 - MAGNIF-EYE - SMALL PLAYPHASE

BASE

3 3

E F05 WATER FEATURE 2 WATERPLAY 0011-0096 - SHARK - SMALL PLAYPHASE BASE 1.5 3

E F06 WATER FEATURE 1 WATERPLAY 0011-4264 - CROW'S NEST - MEDIUM PLAYPHASE

BASE

8 8

E F07 WATER FEATURE 1 WATERPLAY 0011-4296 - WHALE TAIL - MEDIUM PLAYPHASE

BASE

10 10

E F08 WATER FEATURE 1 WATERPLAY 0011-4273 - OGOPOGO - MEDIUM PLAYPHASE

BASE

16 16

E F09 WATER FEATURE 1 WATERPLAY 0010-0428 - CARRONADE CANNON - SMALL

PLAYPHASE BASE

6 6

DETAIL VIEW

3" = 1'-0"

PL130.E

2 POOL EQUIPOTENTIAL BONDING GRID

REVISION SCHEDULE

Number Description Date

FILTRATION SYSTEM OPERATIONAL NOTES:

1. THE PRIMARY EXISTING FILTRATION SYSTEM COMPONENTS SHALL REMAIN, INCLUDING FILTER, CHEMICAL SYSTEM, AND HEATER. THESE

ARE DESIGNED FOR A 450 GPM FLOW RATE.

2. EXISTING SAND FILTER HAS A 30 SF SURFACE AREA AND IS CAPABLE OF A 450 GPM FLOW AT A FILTRATION RATE OF 15 GPM/SF. BOTH NEW PUMPS SCHEDULED ON PL400.E ARE SIZED FOR THIS MAXIMUM 450 GPM FLOW RATE, BUT THE FILTRATION SYSTEM DESIGN FLOW

RATE IS 274 GPM AS DESCRIBED IN NOTE 3 BELOW.

3. THE MINIMUM TURNOVER FOR AN IWF (PER 2023 FBC SECTION 454.1.9.8.6.1) IS 30 MINUTES, RESULTING IN A MINIMUM ALLOWABLE FLOW RATE OF 137 GPM FOR THE NEW FILTRATION SYSTEM. THE DESIGN FLOW RATE IS 274 GPM USING A 15-MINUTE TURNOVER. CONTRACTOR SHALL ENSURE THE SYSTEM IS CAPABLE OF OPERATING AT THE DESIGN FLOW RATE. THE OWNER MAY OPERATE THE SYSTEM WITHIN THE RANGE OF THE MINIMUM ALLOWABLE FLOW RATE (137 GPM) AND THE DESIGN FLOW RATE (274 GPM).

4. SEE PL400.E FOR TWO NEW SPECIFIED PUMPS. PUMP P1E IS PRIMARY AND P2E IS A SECONDARY REDUNDANT PUMP. IT IS THE DESIGN INTENT TO RUN ONE PUMP AT A TIME FOR SUPPLY OF BOTH THE FILTRATION SYSTEM AND THE IWF ACTIVITIES. THE DESIGN FILTRATION FLOW RATE (274 GPM) PLUS THE ACTIVITY FLOW RATE (80 GPM) YIELDS A TOTAL OF 354 GPM. A VFD WILL BE USED TO REDUCE THE FLOW

FROM THE 450 GPM PUMP/FILTER CAPACITY TO THE 354 GPM DESIGN FLOW.

5. THE TWO SPECIFIED PUMPS ARE OVERSIZED INTENTIONALLY PER OWNER’S REQUEST AND MATCH PUMP MODELS INSTALLED ON THEIR OTHER SYSTEMS. THE EXCESS FLOW RATE PROVIDES AN OPPORTUNITY IN THE FUTURE TO ADD FEATURES TO THE IWF PAD WITHOUT A

PUMP OR FILTRATION SYSTEM CHANGE.

TOP VIEW

1' - 4 1/2" 1 3/4"

7 1/2"

1' - 4 1/2"

FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW

HANDRAIL IN RETRACTED POSITION HANDRAIL IN EXTENDED POSITION

KEYED NOTES:

1. LADDERS WITH PULL-UP HANDRAIL, AVAILABLE IN 5 RUNG THROUGH 25 RUNG.

2. POLYPROPYLENE CONFORMS TO ASTM D-4101. LADDERS MEET ALL ASTM C-497 LOAD

REQUIREMENTS & OSHA 1910.26 & 1910.27 SPECIFICATIONS.

3. FASTEN LADDER TO FLOOR & WALL WITH 1/2" DIAMETER STAINLESS STEEL HILTI KWIK BOLT TZ

ANCHORS WITH 3 1/4" EMBEDMENT. ANCHORS TO BE INSTALLED PER MANUFACTURERS

INSTRUCTIONS.

4. STANDARD ADJUSTABLE MOUNTING BRACKET - 8" OD

5. ALUMINUM REINFORCED COPOLYMER POLYPROPYLENE RAIL 1-3/4" x 1-3/4" DIA

6. STEEL REINFORCED COPOLYMER POLYPROPYLENE RUNG 1-5/8" x 1-1/4" DIA WITH MOLDED

FINGER GRIPS, 12" CC

7. ALUMINUM & STEEL REINFORCED COPOLYMER POLYPROPYLENE PULL-UP HANDRAIL. LADDER

MANUFACTURED BY LANE INTERNATIONAL CORPORATION, P.O. BOX 925, TUALATIN, OREGON

800-666-0076

7 7

3 3

3 3 3

5 5

8" 8"

12' - 0"

TANK LID TOC

17.23'

TANK FLOOR TOC

10.23'

PL131.E

1' - 0"

SURGE TANK DRAIN SUMP

16.00'

OPERATING WATER LEVEL

13.23'

ADJACENT GRADE

15.51' @ DRAINS

IWF FFE & OVERFLOW

POOL WALL BACKFILL, TYP

SEE /4 PL201.E

POOL BASE, TYP

SEE /5 PL201.E

FOR STRUCTURAL

REINFORCING,

SEE /1 PL201.E

PL131.E

ACTIVITIES OFF; B/O SUMP

14.05'

12' - 0"

TANK LID TOC

17.23'

TANK FLOOR TOC

10.23'

16.00'

OPERATING WATER LEVEL

13.23'

ADJACENT GRADE

15.51' @ DRAINS

IWF FFE & OVERFLOW

POOL WALL BACKFILL, TYP

SEE /4 PL201.E

POOL BASE, TYP

SEE /5 PL201.E

FOR STRUCTURAL

REINFORCING,

SEE /2 PL201.E

ACTIVITIES OFF; B/O SUMP

14.05'

IWF PERIMETER

16.33'

POOL BASE, TYP

F08

F05

F02 F03F02

EXISTING SEAT WALL

EXISTING SEAT WALL

28' - 2 1/4" 3' - 7 1/2" SEE /5 PL201.E

EXISTING DECK OUTSIDE IWF

PAD IS EXISTING TO REMAIN

EXISTING DECK OUTSIDE IWD

PAD IS EXISTING TO REMAIN

NOTES:

1. FOR COMPLETE INSTALL DETAILS REFER TO WATERPLAY ASSEMBLY DOCUMENTS.

FEATURE ANCHOR ASSEMBLY,

REFER TO MANUFACTURER

INSTALLATION INFORMATION

SECTION VIEW

FOR STRUCTURAL

REINFORCING;

CONCRETE LEVELING PAD

FINISH; SEE NOTE ON PL130.E FOR

BASE BID MATERIAL & ALTERNATE OPTION

SEE /6 PL201.E

NOTES:

1. FOR COMPLETE INSTALL DETAILS REFER TO WATERPLAY ASSEMBLY DOCUMENTS.

SECTION VIEW

FINISH; SEE NOTE ON PL130.E FOR

BASE BID MATERIAL & ALTERNATE OPTION

CONCRETE LEVELING PAD

FEATURE ANCHOR ASSEMBLY,

REFER TO MANUFACTURER

INSTALLATION INFORMATION

FOR STRUCTURAL

REINFORCING;

SEE /- ---

3' - 0"

RED VINYL GRIP

AUTOMATIC HOLD OPEN ARM

LIFT MECHANISM HOUSING

NOTES:

1. FLOOR ACCESS DOOR, SIZE 36" X 36" AS MANUFACTURED BY BILCO (TYPE TER) OR APPROVED EQUAL.

2. PROVIDED WITH 1" FILLABLE PAN TO RECEIVE FILL MATERIAL.

3. FRAME SHALL BE 1/4" EXTRUDED ALUMINUM WITH BUILT-IN NEOPRENE CUSHION AND CONTINUOUS ANCHOR FLANGE.

4. DOOR SHALL BE 1/4" ALUMINUM PLATE REINFORCED WITH ALUMINUM STIFFENERS AS REQUIRED.

5. CAST STEEL HINGES SHALL BE BOLTED TO UNDERSIDE AND PIVOT ON TORSION BARS THAT COUNTERBALANCE THE

DOOR FOR EASY OPERATION.

6. DOOR SHALL OPEN 90 DEGREES AND LOCK AUTOMATICALLY IN THAT POSITION. A VINYL GRIP HANDLE SHALL BE

PROVIDED TO RELEASE THE COVER FOR CLOSING.

7. DOOR SHALL BE BUILT TO WITHSTAND A LIVE LOAD OF 150 PSF AND EQUIPPED WITH A SLAM LOCK THAT REQUIRES A

REMOVABLE SQUARE KEY WRENCH/HANDLE TO OPEN THE DOOR. A PLUG IS POSITIONED OVER THE SLAM LOCK HOLE

TO PREVENT DEBRIS FROM ENTERING.

8. IN APPLICATIONS WHERE VEHICLES MAY BE DRIVING OVER THE HATCH, DOOR SHALL BE BUILT TO WITHSTAND A LIVE

LOAD OF 300 PSF (NYSTROM MODEL FDPPA ONLY).

9. ALUMINUM SHALL BE MILL FINISH WITH BITUMINOUS COATING TO BE APPLIED TO EXTERIOR OF FRAME BY

MANUFACTURER.

10. HARDWARE SHALL BE SS.

11. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

12. MANUFACTURER SHALL GUARANTEE AGAINST DEFECTS IN MATERIAL OR WORKMANSHIP FOR A PERIOD OF FIVE

YEARS.

SLAM LOCK

4"

1" DEEP PAN COVER

CONTINUOUS ALUMINUM STEEL

HINGE

/2

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL131.E

POOL E - IWF SECTION AND DETAILS

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

DETAIL VIEW

NONE

PL131.E

5 ACCESS LADDER

SECTION VIEW

3/4" = 1'-0"

PL131.E

2 POOL E - IWF SURGE TANK

SECTION VIEW

3/4" = 1'-0"

PL131.E

3 IWF COLLECTOR TANK

SECTION VIEW

3/8" = 1'-0"

PL131.E

1 POOL E - IWF

REVISION SCHEDULE

Number Description Date

DETAIL VIEW

1 1/2" = 1'-0"

PL131.E

6 ACTIVITY INSTALLATION - WATERPLAY PLAYPHASE BASE

DETAIL VIEW

1 1/2" = 1'-0"

PL131.E

7 ACTIVITY INSTALLATION - WATERPLAY GROUND SPRAY BASE

DETAIL VIEW

NONE

PL131.E

4 ACCESS HATCH

1A

PL132.E

F04

PL131.E

/4

F04

2A

PL132.E

F05

PL131.E

/4

F05

5A

PL132.E

F06

PL131.E

/4

F06

4A

PL132.E

F07

PL131.E

/4

F07

3A

PL132.E

F08

PL131.E

PL131.E

/2

/4

F08

6A

PL132.E

F09

PL131.E

/4

F09

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL132.E

POOL E - IWF DETAILS

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: TJT

CHECKED BY: RIG

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

1/2" = 1'-0"

PL132.E

1 MAGNIF-EYE

SECTION VIEW

1/2" = 1'-0"

PL132.E

1A MAGNIF-EYE

PLAN VIEW

1/2" = 1'-0"

PL132.E

2 SHARK

PLAN VIEW

1/2" = 1'-0"

PL132.E

2A SHARK

PLAN VIEW

1/2" = 1'-0"

PL132.E

5 CROW'S NEST

SECTION VIEW

1/2" = 1'-0"

PL132.E

5A CROW'S NEST

PLAN VIEW

1/2" = 1'-0"

PL132.E

4 WHALE TAIL

SECTION VIEW

1/2" = 1'-0"

PL132.E

4A WHALE TAIL

PLAN VIEW

1/2" = 1'-0"

PL132.E

3 OGOPOGO

SECTION VIEW

1/2" = 1'-0"

PL132.E

3A OGOPOGO

PLAN VIEW

1/2" = 1'-0"

PL132.E

6 CARRONADE CANNON

SECTION VIEW

1/2" = 1'-0"

PL132.E

6A CARRONADE CANNON

Project Number: 2024-2000.13 Phone 920 / 592 9440

PL201.E

PL201.E

SEE /6 PL201.E

SEE /6 PL201.E

SEE /7 PL201.E

PL201.E

N

PL201.E

OPENING FOR HATCH,

SEE . REINFORCE

PER , TOP AND

BOTTOM.

/4 PL200.E

TYPICAL

PL201.E

TYPICAL

/4 PL131.E

DESIGN IS IN ACCORDANCE WITH THE 2023 FLORIDA BUILDING CODE, 8TH EDITION AS AMENDED TO DATE.

STRUCTURAL DRAWINGS AND POOL DRAWINGS MUST BE USED IN CONJUNCTION WITH EACH OTHER.

POOL DRAWINGS DICTATE ALL FINAL CONDITIONS OF POOL, FEATURES, AND DIMENSIONS OF POOL SHELL, INCLUDING POOL FINISH. UNLESS OTHERWISE INDICATED, STRUCTURAL DIMENSIONS ARE CONCRETE TO CONCRETE, AND DICTATE REQUIRED THICKNESSES FOR STRUCTURAL INTEGRITY ONLY.

ASSUMED SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN

1. POOL DESIGNED FOR THE EMPTY AND FULL CONDITIONS

2. IF ANY OF THE CRITERIA LISTED BELOW ARE NOT MET THEN THE POOL’S STRUCTURAL DESIGN

SHOULD BE RE-EVALUATED BY THE POOL STRUCTURAL ENGINEER.

• SOIL BEARING CAPACITY 1,500 PSF MINIMUM

• AT-REST EQUIVALENT FLUID PRESSURE 55 PSF/FT MAXIMUM (DRAINED)

• GROUNDWATER TABLE ELEVATION AT GROUND SURFACE

• SETTLEMENT AND/OR PVR DOES NOT EXCEED 1/2" TOTAL MOVEMENT AND

1/4" DIFFERENTIAL MOVEMENT

STRUCTURAL NOTES

1. REINFORCEMENT AT WALL CORNERS AND WALL BENDS SHALL BE DETAILED PER THE

ASSOCIATED TYPICAL DETAILS. CORNER AND BEND BARS SHALL BE THE SAME SIZE AND SPACING

AS THE TYPICAL HORIZONTAL WALL REINFORCING OF THE ASSOCIATED WALLS.

2. UNLESS OTHERWISE INDICATED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS

AROUND CORNERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS. UNLESS

OTHERWISE INDICATED, CONTRACTOR MAY SPLICE CONTINUOUS SLAB BARS AT LOCATIONS OF

THEIR 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 INDICATED, SHALL SATISFY THE MINIMUM REQUIREMENTS FOR CLASS B SPLICES.

3. FOR REINFORCEMENT AT WALL OR FLOOR SLAB PENETRATIONS, SEE

4. MINIMUM POURED CONCRETE DESIGN STRENGTH = 4500 PSI, MINIMUM SHOTCRETE DESIGN

STRENGTH = 5000 PSI

5. ALL NEW SPRAY PAD CONCRETE SHALL CONTAIN SHRINKAGE REDUCING ADMIXTURE. (NOT

REQUIRED FOR TANK.)

REINFORCEMENT NOTES: 60KSI, A615, DEFORMED BARS

1. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI "MANUAL OF

CONCRETE PRACTICE", LATEST EDITION, UNLESS OTHERWISE NOTED.

2. ALL LAPS SHALL BE CLASS "B" PER ACI 318 UNLESS OTHERWISE NOTES ON THE DESIGN

DRAWINGS OR UNLESS THE DETAILER TAKES SPECIAL CARE TO PROVIDE STAGGERED LAPS. USE

TOP BAR LAP LENGTHS FOR ALL HORIZONTAL WALL BARS AND FOR TOP BARS IN SLABS AND

BEAMS OVER 14" DEEP

3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON PLACING DRAWINGS WHERE MORE THAN ONE

BAR MAKES UP A CONTINUOUS STRING.

4. TIE POOL REINFORCING STEEL WITH 18-GAUGE ANNEALED WIRE AS SPECIFIED IN THE CRSI 63

RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. ALL TIE WIRES SHALL BE "MADE

TIGHT" FOR ELECTRICAL BONDING PURPOSES, AS REQUIRED PER .

5. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE.

REINFORCING STEEL MINIMUM CLEAR COVER REQUIREMENTS

COORDINATE WITH REINFORCEMENT STEEL PLACING REQUIREMENTS

3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

2" TYPICAL ALL ELSE, UNLESS NOTED OTHERWISE ON DETAILS

REINFORCEMENT CLASS "B" LAP LENGTHS

BASED UPON 4500 PSI CONCRETE AND 60 KSI REINFORCING STEEL

/4 PL200.E

NOTE

STRUCTURAL AND REINFORCEMENT NOTES

TYPICAL STANDARD DETAIL

/2 PL130.E

GEOTECHNICAL PARAMETERS

ADD (1) #5 x 4'-0" DIAGONAL

AT EACH CORNER FOR EACH

LAYER OF REINFORCING.

EXTEND ADDITIONAL

REINFORCEMENT PAST

OPENING BY 2D, 2W OR 2L AS

INDICATED (2'-0" MINIMUM)

STEEL

REINFORCING

CUT BAND "B"

S T

E E

L

R

IN

F

O R

C

IN

G

C U

T B

A N

D

A

AREA OF BARS AT

EACH SIDE EQUAL TO

BAND OF BARS CUT

NOTES:

1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS INCLUDING DRAINS UNLESS INDICATED OTHERWISE ON PLANS.

2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

3. ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOPS.

4. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS (TYPICAL).

S T

E

IN

F

O R

C

T B

A N

D

A

STEEL

REINFORCING

CUT BAND "B"

S T

E

IN

F

O R

C

T B

A N

D

A

STEEL

REINFORCING

CUT BAND "B"

STEEL

REINFORCING

CUT BAND "B"

D D 2

L L

W 2W

NOTES:

1. DETAIL IS SCHEMATIC AND INDICATES CLEARANCES AND INSTALLATION INFORMATION ONLY.

FOR APPLICABLE INSTALLATION LOCATIONS SEE POOL STRUCTURAL DETAILS.

2. WATERSTOP SHALL BE 6" PVC RIBBED WITH 1" DIA CENTERBULB UNLESS NOTED OTHERWISE.

3. INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT.

4. ALL WATERSTOPS SHALL BE WELDED PER MANUFACTURER'S REQUIREMENTS.

5. SPACING BETWEEN REINFORCING STEEL AND WATERSTOP SHALL BE NO LESS THAN 1.5 x DIA

OF THE LARGEST AGGREGATE IN THE APPROVED CONCRETE MIX.

6. SEE SPECIFICATION SECTION 131120 FOR ADDITIONAL WATERSTOP REQUIREMENTS.

FLOOR / WALL JOINT

SECOND POUR

FIRST POUR

MIN

2"

PVC WATERSTOP

POOL WATER

TYPICAL

REINFORCEMENT

TYPICAL

REINFORCEMENT

MIN

1 1/2"

NOTE:

1. DETAIL IS SCHEMATIC AND INDICATES CLEARANCES AND INSTALLATION INFORMATION ONLY. FOR APPLICABLE INSTALLATION LOCATIONS SEE POOL

STRUCTURAL DETAILS.

2. BASIS OF DESIGN IS TYPE KBA-1510FP WATERSTOP BY ADEKA. SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. NOTE THAT CLEARANCES FOR

SUBSTITUTIONS MAY DIFFER. REFER TO MANUFACTURER REQUIREMENTS.

3. INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT.

4. DIMENSION ABOVE IS A MIN FOR CONCRETE COVERAGE AND DOES NOT INCLUDE THE POOL FINISH. PROVIDE ADDITIONAL CONCRETE COVERAGE IF POSSIBLE.

5. PROTECT WATERSTOP FROM WATER, DIRT, DEBRIS, AND DAMAGE PRIOR TO COVERING WITH CONCRETE.

6. SEE SPECIFICATION SECTION 131120 FOR ADDITIONAL WATERSTOP REQUIREMENTS.

SECTION B-B FLOOR / WALL JOINT SECTION A-A: WALL / WALL JOINT OR FLOOR/FLOOR JOINT

SECOND POUR

FIRST POUR

TYPICAL

REINFORCEMENT

MIN

1"

WATERSTOP WITH

BUTYL TAPE

ADHESIVE

NON-MOVING JOINT

TYPICAL POOL FLOOR

T Y

P

IC

A L P

O O

L W

A L L

TYPICAL POOL WALL

M

IN1

POOL WATER

POOL WATER

TYPICAL

REINFORCEMENT

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL200.E

STRUCTURAL NOTES, PLAN(S) AND

SCHEDULE

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: AMZ

CHECKED BY: SAC

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

1/8" = 1'-0"

PL200.E

1 POOL E - IWF STRUCTURAL

NOT TO SCALE

DETAIL VIEWPL200.E

4 REINFORCING - REINFORCEMENT AT OPENINGS

NOT TO SCALE

DETAIL VIEWPL200.E

3 WATERSTOP - PVC

NOT TO SCALE

DETAIL VIEWPL200.E

2 WATERSTOP - COMPRESSIBLE NON-MOVING JOINT - ADEKA

6"1' - 0"12' - 0"1' - 0"6"

COMPRESSIBLE

WATERSTOP, TYPICAL,

#4@12" OC

#4@8" OC

DOWELS TO MATCH SIZE

AND SPACING OF VERTICAL

REINFORCING, TYPICAL

PVC WATERSTOP, TYPICAL,

TANK CONCRETE SHALL CONTAIN

CRYSTALLINE WATERPROOFING

ADDITIVE PER SPECIFICATIONS.

#4@12" OC

#4@8" OC

#4@12" OC EW, TOP#4@12" OC EW, TOP

#4@6" OC#4@6" OC

/2 PL200.E

/3 PL200.E

/4 PL201.E/4 PL201.E

/5 PL201.E

#4@6" OC EW, BOTTOM#4@6" OC EW, BOTTOM

TANK LID TOC

17.23'

#4@6" OC#4@6" OC

1' - 0" SQ

6"1' - 0"12' - 0"1' - 0"6"

COMPRESSIBLE

WATERSTOP, TYPICAL,

DOWELS TO MATCH SIZE

AND SPACING OF VERTICAL

REINFORCING, TYPICAL

PVC WATERSTOP, TYPICAL,

TANK CONCRETE SHALL CONTAIN

CRYSTALLINE WATERPROOFING

ADDITIVE PER SPECIFICATIONS.

/2 PL200.E

/3 PL200.E

/5 PL201.E

/4 PL201.E/4 PL201.E #4@12" OC

#4@8" OC

#4@12" OC

#4@8" OC

#4@12" OC EW, TOP#4@12" OC EW, TOP

#4@6" OC#4@6" OC

#4@6" OC EW, BOTTOM#4@6" OC EW, BOTTOM

TANK LID TOC

17.23'

Project Number: 2024-2000.13 Phone 920 / 592 9440

90 DEGREE HOOK

CORNER BAR SAME

SIZE AND SPACING AS

HORIZONTAL BARS

WITH CLASS "B" LAP

BETWEEN BARS

/4 PL200.E

C L E

A R

C O

V E

R

2" THICK x 16" SQUARE LEVELING PAD.

PROVIDE PER MANUFACTURER'S

REQUIREMENTS.

FEATURE ANCHOR ASSEMBLY, SEE PL131.E AND PL132.E FOR

MORE INFORMATION. APPEARANCE OF FEATURE ASSEMBLY

MAY VARY FROM WHAT IS SHOWN. REFER TO

MANUFACTURER'S DOCUMENTS FOR MORE INFORMATION

ADJUST REINFORCING AT

OPENING IN SLAB AS REQUIRED,

TYPICAL, SEE

M

IN

C O

V E

R

C

L E

A R

#5@12" OC TOP

AND BOTTOM EW

#5@12" OC TOP

AND BOTTOM EW

VAPOR BARRIER

TOP OF FINISHED SURFACE

ASTM D2487 CLASS 1A

AGGREGATE: 3/4"-1" CLEAR,

ANGULAR. PLACE IN 6"

MAXIMUM LIFTS

TANK WALL

1' - 0" MIN

MIRAFI 140N: NONWOVEN

POLYPROPYLENE GEOTEXTILE

BARRIER, 4.8 OZ/YD2, BY TENCATE

GEOSYNTHETICS. PLACE BARRIER

AROUND ENTIRE TANK

C L E

A R

C O

V E

R

E Q

E Q

VAPOR BARRIER, LAP WITH

EXISTING PER MANUFACTURER'S

RECOMMENDATIONS

MINIMUM 6" THICK

GRANULAR BASE. MATCH

EXISTING IF THICKER.

#5@12" OC TOP

AND BOTTOM EW

#5@12" OC TOP

AND BOTTOM EW

#4@8” OC, DRILL AND EPOXY

INTO EXISTING CONCRETE

(6” MINIMUM EMBEDMENT)

MATCH EXISTING CONCRETE

FINISH ON ALL NEW CONCRETE

NOTES:

1. SCARIFY CONCRETE INTERFACE AND APPLY BONDING AGENT.

2. NEW CONCRETE SHALL CONTAIN SHRINKAGE REDUCING ADMIXTURE AND

SHALL BE WET CURED PER SPECIFICATIONS.

3. CONTRACTOR TO MAINTAIN STABLE BASE BELOW EXISTING SLAB.

PROTECTION OF THE SUBGRADE, AND/OR UNDERPINNING MAY BE REQUIRED.

TYPICAL

CLASS B SPLICE,

C L E

A R

C O

V E

R

6" M

IN

EXISTING POOL BASE,

FIELD VERIFY

EXISTING VAPOR

BARRIER

M

IN

TOP OF FINISHED SURFACE

M

IN

TANK FLOOR SLAB, TYPICAL

ASTM D2487 CLASS 1A AGGREGATE: 3/4"-1"

CLEAR, ANGULAR. PLACE IN 6" MAXIMUM LIFTS

4" PERFORATED DRAIN TILE

WRAPPED WITH GEOTEXTILE FABRIC.

SEE PIPING SHEETS.

MIRAFI 140N: NONWOVEN POLYPROPYLENE

GEOTEXTILE BARRIER, 4.8 OZ/YD2, BY

TENCATE GEOSYNTHETICS. PLACE BARRIER

UNDER ENTIRE TANK, BY POOL CONTRACTOR

NATIVE GRANULAR MATERIAL OR

STRUCTURAL FILL PER GEOTECHNICAL

ENGINEER'S RECOMMENDATIONS

BY POOL

CONTRACTOR

BY SITE

CONTRACTOR

#4@8" OC

TYP POOL FLOOR

REINFORCING

#4@8" OC

CONTINUOUS COMPRESSIBLE

WATERSTOP AROUND ALL

PENETRATIONS, TYPICAL,

TYP POOL FLOOR

REINFORCING

/2 PL200.E

VAPOR BARRIER, LAP

WITH EXISTING PER

MANUFACTURER'S

RECOMMENDATIONS

MINIMUM 6" THICK

GRANULAR BASE. MATCH

EXISTING IF THICKER.

TOP OF FINISHED SURFACE

M

IN6

1' - 6" SQUARE

TYPICAL

8"

CONTRACTOR TO

COORDINATE GRATING

WIDTH/DEPTH PRIOR TO

CONSTRUCTION

/2

CL CANISTER

BASE

3" MINIMUM THICK RECTANGULAR

LEVELING PAD. PROVIDE PER

MANUFACTURER'S REQUIREMENTS

/4 PL200.E

C L E

A R

C O

V E

R

FEATURE ANCHOR ASSEMBLY, SEE PL131.E AND PL132.E FOR

MORE INFORMATION. APPEARANCE OF FEATURE ASSEMBLY

MAY VARY FROM WHAT IS SHOWN. REFER TO

MANUFACTURER'S DOCUMENTS FOR MORE INFORMATION

ADJUST REINFORCING AT

OPENING IN SLAB AS REQUIRED,

TYPICAL, SEE

M

IN

C O

V E

R

C

L E

A R

#5@12" OC TOP

AND BOTTOM EW

#5@12" OC TOP

AND BOTTOM EW

TOP OF FINISHED SURFACE

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL201.E

POOL E - STRUCTURAL DETAILS

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: AMZ

CHECKED BY: SAC

100% CONSTRUCTION DOCUMENTS

SECTION VIEW

3/4" = 1'-0"

PL201.E

1 REINFORCING - POOL E - IWF SURGE TANK

SECTION VIEW

3/4" = 1'-0"

PL201.E

2 REINFORCING - POOL E - IWF SURGE TANK

NOT TO SCALE

DETAIL VIEWPL201.E

3 REINFORCING - DOUBLE MAT REINFORCING AT CORNER

NOT TO SCALE

DETAIL VIEWPL201.E

6 REINFORCING - ACTIVITY INSTALLATION LEVELING FOOTING - SMALL / MEDIUM PLAYPHASE

NOT TO SCALE

DETAIL VIEWPL201.E

4 POOL WALL BACKFILL

REVISION SCHEDULE

Number Description Date

NOT TO SCALE

DETAIL VIEWPL201.E

8 REINFORCING - EXISTING TO NEW SLAB

NOT TO SCALE

DETAIL VIEWPL201.E

5 FLOOR SUB BASE UNDERDRAIN

NOT TO SCALE

DETAIL VIEWPL201.E

9 REINFORCING - FLOOR OUTLET

NOT TO SCALE

DETAIL VIEWPL201.E

7 REINFORCING - ACTIVITY INSTALLATION LEVELING FOOTING - GROUNDSPRAY

-36" -36"-36"

-42" -42" -42"

-42" -42" -42"

S P E A R S

S P E A R S

S P

EA

R S

S P

EAR

S

R Y

E N T

N O

RY

E

NT

N O

RY ENT NO RY ENT NO RY ENT NO

RY

E

NT

NO

R Y

E N T

N O

R Y

E N T

N O

RYENTNORYENTNORYENTNO

RY

E

NT

NO

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-36"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-36"

-30"

-30"

-30"

-30"

-30"

-30"

-30"

-42"

-42"

-42"

-42"

-42"

-36"

-42"

-42"

-42"

-42"

-42"

POOL E - IWF SPRAY PAD

SEE PL330.E

POOL D - PLUNGE POOL

SEE "D" SHEET PACKAGE

FOR ALL DRAWINGS

POOL C - LAZY RIVER SEE "C"

SHEET PACKAGE FOR ALL

DRAWINGS

PB1 MECHANICAL ROOM

SEE PL400.E

N

EXISTING PIPING FROM

MECHANICAL ROOM IS

NOT SHOWN. EXACT

ROUTING IS UNKNOWN.

World Leaders in Aquatic Planning, Design and Engineering

100 Park Avenue | Beaver Dam, WI 53916 t 920.887.7375 This Document and the ideas, renderings and other contents contained therein are the sole property of Water Technology, Inc. and may not be disseminated, copied, reproduced or otherwise used without prior written consent of Water Technology, Inc.

DRAWINGS MUST BE

VIEWED AND PLOTTED

IN FULL COLOR.

PROJECT PHASE:

S U

N -N

-F U

N L

A G

O O

N

R E

N O

V A

T

IO

N S

L iv in g st o n

R d

N a p le s, F L

PL300.E

OVERALL PIPING PLAN

ISSUE DATE: 11/08/2024

PROJECT NUMBER: 22567

DRAWN BY: BRE

CHECKED BY: Checker

100% CONSTRUCTION DOCUMENTS

PLAN VIEW

1" = 30'-0"

PL300.E

1 OVERALL PIPING PLAN

KEY NOTES:

1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH

DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS.

2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS

AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY

TRENCHES.

3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE.

4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER.

5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO

THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT.

6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE.

7. POOL BEDDING COURSE/SUBBASE. SEE PL200 FOR REQUIREMENTS.

8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6 - 12" BETWEEN TRENCH

WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN

PLACING MULTIPLE PIPES IN A COMMON TRENCH.

SUBBASE

BEDDING

HAUNCHING

EMBEDMENT MATERIAL

PIPE

COVER

PIPE ZONE

SPRINGLINE

OF PIPE

GENERAL NOTES:

A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND

INSTALLATION REQUIREMENTS.

B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS.

SUBGRADE 1

EXCAVATED TRENCH

POOL FLOOR

KEY NOTES:

1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH

DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS.

2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS

AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY

TRENCHES.

3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE.

4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER.

5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO

THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT.

6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE.

7. FINAL BACKFILL: USE ON-SITE EXISTING SOILS MEETING THE PROJECT GEOTECHNICAL REPORT

REQUIREMENTS FOR BACKFILL MATERIALS. DO NOT USE ORGANIC MATERIAL, CLAY, TOPSOIL,

OR OTHER DELETERIOUS SUBSTANCES. SLOPE TRENCH EXCAVATION IN FINAL BACKFILL ZONE

AS NEEDED.

8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6" - 12" BETWEEN TRENCH

WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN

PLACING MULTIPLE PIPES IN A COMMON TRENCH.

9. FINAL GRADE MATERIALS: SEE RELATED PROJECT DRAWINGS AND SPECIFICATIONS FOR SOIL MATERIALS AND PLACEMENT REQUIREMENTS AT FINAL GRADE ELEVATIONS (E.G. DECK, CIVIL, LANDSCAPE, ETC. DRAWINGS).

SUBBASE

BEDDING

HAUNCHING

INITIAL BACK FILL

FINAL BACKFILL 7

EMBEDMENT MATERIAL

PIPE

COVER

PIPE ZONE

SPRINGLINE

OF PIPE

GENERAL NOTES:

A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND

INSTALLATION REQUIREMENTS.

B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS.

C. COORDINATE WITH OTHER TRADES AS NEEDED TO ASSURE FOOTING/FOUNDATIONS ABOVE DO

NOT LOAD THE PIPES. MAINTAIN PROPER CLEARANCES TO PREVENT UNDERMINING OF

ADJACENT FOOTINGS/FOUNDATIONS.

SUBGRADE 1

M

IN

IM

U

M

EXCAVATED TRENCH

PIPING LEGEND

PIPE DESCRIPTION PIPE COLOR

AIR:

ACTIVITY SUPPLY:

CHEMICAL:

INLET SUPPLY:

GRAVITY:

JET SUPPLY:

PROPULSION SUPPLY:

AUTOFILL SENSOR:

SKIMMER SUCTION:

SLIDE SUPPLY:

SUCTION:

SURGE TANK STRUCTURE,

REFER TO TYP WALL DETAIL

GRADE

12" CAP

4" PERFORATED DRAIN TILE WRAPPED

WITH GEOTEXTILE FABRIC

SEE TYP POOL BASE DETAIL

18" x 18" MODEL #FD-8060 ALUMINUM

FLOOR DOOR WITH REINFORCED 1/4"

DIAMOND PLATE BY ACUDOR

INDUSTRIES TO BE LEVEL WITH

GRADE. PAINT FLOOR DOOR TO

MATCH SURROUNDING LANDSCAPING

12" SCH 40

PVC PIPE

EXTEND TANK LID CONCRETE OUT

TO FLOOR DOOR TO PROVIDE

SUPPORT FOR PIPE AND DOOR.

SEE /5 PL201.E

GENERAL POOL PIPING AND EQUIPMENT PLAN NOTES

PIPING

1. THE PIPING LAYOUTS ON THESE DRAWINGS ARE SCHEMATIC AND FOR REFERENCE ONLY. PIPING AS SHOWN IS SPREAD OUT FOR CLARITY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL PIPE ROUTING AND ELEVATIONS.

2. REDUCE THE USE OF FITTINGS AND LONG PIPE RUNS TO MINIMIZE HEAD LOSS IN THE SYSTEM.

3. ALL OUTDOOR PIPING SHALL BE INSTALLED IN A PIPE TRENCH WITH BEDDING AND COVER MATERIALS PER SPECIFICATIONS.

PIPING MAY BE STACKED IN THE PIPE TRENCH.

4. ARROWS DENOTE DIRECTION OF FLOW.

5. REFER TO ALL DISCIPLINES DOCUMENTATION AND COORDINATE ALL PIPING AND EMBEDMENTS WITH AFFECTED TRADES.

6. ALL GRAVITY PIPING SHALL BE INSTALLED AT A MINIMUM SLOPE OF 1" DROP PER 10' LENGTH. ALL OUTDOOR PIPING SHALL BE

INSTALLED WITH A SLOPE TO ALLOW COMPLETE DRAINING. PROVIDE WINTERIZING/DRAINING INSTRUCTIONS AND SCHEMATICS

TO OWNER.

7. CONTRACTOR SHALL USE SWING JOINTS OR OTHER MEANS AND METHODS AS REQUIRED TO PROVIDE POOL INLET FITTINGS FLUSH AND PERPENDICULAR WITH THE POOL FLOOR AND AS REQUIRED FOR PROPER SLOPE TO DRAIN FOR WINTERIZATION.

8. ALL SUPPORTS, BRACING, FASTENERS AND HARDWARE IN THE SURGE TANK(S) SHALL BE STAINLESS STEEL.

9. THE INTENT OF THESE DRAWINGS IS NOT TO BE INCLUSIVE OF ALL VALVES OR FITTINGS REQUIRED FOR THIS PROJECT. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ALL VALVES AND FITTINGS REQUIRED.

MECHANICAL SYMBOL

LEGEND

PUMP

PUMP WITH

INTEGRAL STRAINER

STRAINER

REGENERATIVE MEDIA

FILTER

HIGH RATE SAND

FILTER

(HORIZONTAL)

HIGH RATE SAND

FILTER (VERTICAL)

POOL HEATER

HEAT EXCHANGER

UV UNIT

CHEMICAL CONTROLLER

CHEMICAL FEED PUMP

PULSAR CHLORINE

FEEDER

PPG CHLORINE FEEDER

CO2 FEEDER

CHEMICAL STORAGE

TANK

CO2 STORAGE TANK

AUTO FILL

SURGE TANK

VENTILATION FAN

GEAR OPERATED

BUTTERFLY VALVE

LEVER OPERATED

BUTTERFLY VALVE

PNEUMATIC

BUTTERFLY

VALVE

TRUE UNION

BALL VALVE

TRUE UNION

CHECK VALVE

ELECTRONIC

MODULATING

VALVE

MODULATING

FLOAT VALVE

VENTURI

SOLENOID VALVE

CHECK VALVE

WYE STRAINER

CONCENTRIC REDUCER

ECCENTRIC REDUCER

FLANGED BREAK

COMPOUND GAUGE

THERMOMETER

PRESSURE RELIEF

VALVE

EXPANSION JOINT

FLOW SWITCH

FLOW METER (SENSOR)

G

M

S

FS

FM

PIPING NOTES

REFER TO DIVISION 13 SPECIFICATIONS FOR DETAILS

PIPING

A. ALL PIPING SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA PLUMBING REGULATIONS, FLORIDA DEPARTMENT OF HEALTH, FLORIDA BUILDING CODE SECTION 454: SWIMMING POOLS AND BATHING PLACES, THE A.S.T.M. DESIGNATION

NUMBER D-1785, AND THE NSF SEAL FOR POTABLE WATER.

B. ALL PIPING DESIGNED FOR 6’/SECOND MAXIMUM SUCTION VELOCITY, 8’/SECOND MAXIMUM PRESSURE VELOCITY, AND

3’/SECOND MAXIMUM GRAVITY VELOCITY.

C. MAIN DRAIN PIPING AND GUTTER PIPING ARE DESIGNED TO CARRY MINIMUM 100% OF THE RECIRCULATION RATE.

D. ALL PIPING MUST BE LAID ON A GRADE SO IT WILL DRAIN COMPLETELY BY GRAVITY TO PREVENT DAMAGE DURING

FREEZING WEATHER. MAIN DRAIN LINE PIPING MUST BE LAID ON A GRADE SO THAT (A) ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO THE POOL MAIN DRAIN SUMPS AND; (B) ALL PIPING FROM

THE ELEVATION CHANGE TO THE SURGE TANK SHALL PITCH TO DRAIN TO THE SURGE TANK.

E. CONTRACTOR SHALL PROVIDE OPERATION, FILLING, EMPTYING, WINTERIZATION, AND START-UP INSTRUCTIONS TO

OWNER.

F. ALL ELEVATIONS TO BE FIELD VERIFIED FOR PROPER PITCH AND DRAINAGE. PITCH TO BE APPROXIMATELY 1”/10’-0”.

G. POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE FITTING QUANTITY TO REDUCE TOTAL DYNAMIC HEAD.

H. ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY. FINAL LOCATIONS SHALL BE FIELD VERIFIED WITH ALL OTHER

TRADES, BY CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL, PLUMBING, AND CIVIL DRAWINGS.

DRAINS

A. FILTER DRAIN/BACKWASH LINE, AND SURGE TANK OVERFLOW LINE TO DISCHARGE TO SEWER WITH AN AIR GAP

COMPLIANT WITH LOCAL REQUIREMENTS.

GAUGES:

A. COMPOUND GAUGES TO BE INSTALLED ON ALL PUMP SUCTION AND DISCHARGE LINES.

VALVES:

A. PROVIDE GEAR-OPERATED SUBSURFACE BUTTERFLY VALVES WITH VALVE STEM EXTENSIONS FOR ALL POOL AND SURGE

TANK DRAIN LINES.

B. EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED.

FLOW METERS:

A. FLOW METERS SHALL BE PROVIDED IN THE FILTRATION PUMP DISCHARGE LINE, AS INDICATED ON THE DRAWINGS.

B. UNINTERRUPTED FLOW SHALL BE PROVIDED TO THE FLOWMETER BY INSTALLING THEM ON STRAIGHT LENGTHS OF PIPE

WITHOUT ANY VALVES, ELBOWS, OR OTHER SOURCES OF TURBULENCE WITHIN MINIMUM 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF THE FLOW METERS OR INSTALL PER MANUFACTURER’S RECOMMENDATIONS.

C. MAIN FLOW METER SHALL BE USED TO MONITOR BACKWASH RATE UNLESS OTHERWISE INDICATED IN THE DESIGN

DRAWINGS.

NOTES:

1. DETAIL ILLUSTRATES COMPRESSIBLE WATERSTOP FOR PIPE PENETRATIONS THROUGH POOL

SHELL. SEE PIPING PLANS AND DETAILS FOR APPLICABLE INSTALLATION LOCATIONS.

2. BASIS OF DESIGN FOR 6" OD PIPES OR LARGER IS TYPE KBA-1510FP COMPRESSIBLE

WATERSTOP BY ADEKA. FOR PIPES SMALLER THAN 6" OD USE SYNKOFLEX FLEXIBLE

WATERSTOP. SUBSTITUTIONS MUST BE APPROVED BY ENGINEER.

3. DIMENSION ABOVE IS A MIN FOR CONCRETE COVERAGE AND DOES NOT INCLUDE THE POOL

FINISH. PROVIDE ADDITIONAL CONCRETE COVERAGE IF POSSIBLE.

4. PROTECT WATERSTOP FROM WATER, DIRT, DEBRIS, AND DAMAGE PRIOR TO COVERING WITH

CONCRETE.

5. SEE…