2-2025.08.27 Hampden Sprayground PERMIT Set - DRAWINGS.pdf

EXISTING PARTITION

TO REMAIN

EXISTING PARTITION

TO BE DEMOLISHED

NEW PARTITION &

TYPE SYMBOL

1t

CEILING TYPE

CEILING HEIGHT

BUILDING SECTION

DESIGNATION

A101

1 Ref

R ef

1 Ref

R ef

SHEET REFERENCE

ELEVATION NAME/NUMBER

Symbols Legend Abbreviations

CLG CEILING

COL COLUMN

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CTR CENTER

D

D.F. DRINKING FOUNTAIN

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

E

E EAST

E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM

E.J. EXPANSION JOINT

E.W.C. ELECTRIC WATER COOLER

EA EACH

ELEC ELECTRIC(AL)

ELEV ELEVATOR

A/C AIR CONDITIONING

A.C.M. ALUMINUM COMPOSITE MATERIAL

A.C.T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

A.W.C. ACOUSTIC WALL COVERING

ABV ABOVE

ADD'L ADDITIONAL

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE(LY)

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BRG BEARING

BSMT BASEMENT

BTM BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C

C.I.P. CAST-IN-PLACE

C.J. CONTROL JOINT

C.L. CENTER LINE

C.M.T. CERAMIC MOSAIC TILE

C.M.U. CONCRETE MASONRY UNIT

C.T. CERAMIC TILE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F.E. FINISH FLOOR ELEVATION

FD FLOOR DRAIN

FDN FOUNDATION

FIN FL FINISH FLOOR

FL FLOOR

FT (') FOOT

FTG FOOTING

G

G.W.B. GYPSUM WALLBOARD

GALV GALVANIZED

H

H.M. HOLLOW METAL

HCP HANDICAP(PED)

HT HEIGHT

HORIZ HORIZONTAL

I

IN INCH(ES)

INCL INCLUDE(S)

INFO INFORMATION

INSUL INSULATION (INSULATED)

INT INTERIOR

J

JAN JANITOR

JT JOINT

L

LAV LAVATORY

LTG LIGHTING

M

M.B. MARKER BOARD

M.O. MASONRY OPENING

MAINT MAINTENANCE

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P

P LAM PLASTIC LAMINATE

P.B. PIN BOARD

PERF PERFORATED

PERIM PERIMETER

PL PLATE

PLAS PLASTER

PLBG PLUMBING

PLWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PAINT

PTD PAINTED

Q

Q.T. QUARRY TILE

QLTY QUALITY

QTY QUANTITY

R

R RISERS (STAIR)

r RADIUS

R.D. ROOF DRAIN

R.O. ROUGH OPENING

R.W.C. RAIN WATER CONDUCTOR

REINF REINFORCE(D)(ING)(MENT)

REQ'D REQUIRED

REV REVISION, REVISED

RFRIG REFRIGERATOR

RM ROOM

RUB RUBBER

S

S.A.B. SOUND ATTENUATION BLANKET

S.G.T. STRUCTURAL GLAZED TILE

S.P.R. SINGLE- PLY ROOFING

S.S.M. SOLID SURFACE MATERIAL

SCHED SCHEDULE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATIONS

SPEC'D SPECIFIED

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPEND(ED)

T

T TREAD

T & G TONGUE AND GROOVE

T.E.S. TACTILE EXIT SIGN

T/ TOP OF

T/CONC TOP OF CONCRETE

T/FTG TOP OF FOOTING

T/JST TOP OF JOIST

T/STL TOP OF STEEL

T/WALL TOP OF WALL

TB TACK BOARD

T.B.R. TO BE REMOVED

THRES THRESHOLD

TLT TOILET

T.S. TACK STRIP

TYP TYPICAL

TZ TERRAZZO

U

U.H. UNIT HEATER

U.O.N. UNLESS OTHERWISE NOTED

U/S UNDERSIDE OF

V

V.T. VINYL TILE

VAR VARIES

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

V.I.F. VERIFY IN FIELD

VWC VINYL WALL COVERING

W

W.B. DRY ERASE WHITE BOARD

W.C. WATER CLOSET

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WD WOOD

WGT WEIGHT

WIN WINDOW

Y

YD YARD

VIEW REFERENCE SYMBOLS

DETAIL

WALL SECTION DESIGNATION

INTERIOR ELEVATION

SHEET REFERENCE

DETAIL NUMBER

SHEET REFERENCE

DETAIL NUMBER

SHEET REFERENCE

DETAIL NUMBER

A101

SHEET REFERENCE

ELEVATION NAME/NUMBER

BUILDING ELEVATION

Ref

1R ef

1 R ef

Ref

DRAWING SYMBOLS

ROOM IDENTIFICATION

ROOM NUMBER

AREA (WHERE

APPLIES)

DOOR SYMBOL & NUMBER

WINDOW TYPE INDICATOR

WINDOW TYPE

DESIGNATION

CEILING IDENTIFICATION

PARTITIONS

NEW DOOR/FRAME

PARTITION TYPE

DESIGNATION

STRUCTURAL GRID IDENTIFICATION

0 GRIDLINE

DESIGNATION

LEVEL ELEVATION

LEVEL NAME

VERTICAL

DATUM

T.O.S. HP: 40'-0"

POINT ELEVATION

VERTICAL

DATUM

DESCRIPTION

EXISTING DOOR/FRAME

EXISTING DOOR

TO BE DEMOLISHED

DOORS

A

A300

A350

A500

D R

AW

N

B Y

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

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G001

COVER SHEET

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

SA

E

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

Hampden Township Pool Sprayground Rehabilitation

Owner:

HAMPDEN TOWNSHIP

209 SOUTH. SPORTING HILL ROAD

MECHANICSBURG, PA 17050

CONTACT: DAVID BLECHERTAS

TELEPHONE: (717) 761-0119

EMAIL: dblechertas@hampdentownship.us

Architect:

MKSD, LLC

1209 HAUSMAN ROAD, SUITE A

ALLENTOWN, PA 18104

CONTACT: NICK HEWES

TELEPHONE: (610) 366-2081

EMAIL:nsh@mksdarchitects.com

MEP Consultant

5002 Hampden Park Dr Mechanicsburg, PA 17050

Drawing List: Location Map: Site Map:

SNYDER HOFFMAN & ASSOCIATES

1005 W LEHIGH STREET

BETHLEHEM, PA 18018

CONTACT: NICK KAINTZ

TELEPHONE: (610) 694-8020

EMAIL: nkaintz@snyderhoffman.com

Site Location Site Location

SCHEDULES

Sheet Number Sheet Name

G001 COVER SHEET

G002 CODE INFORMATION & SITE PLAN

A101 SPRAYGROUND DECK PLAN

AQ000 SPRAYGROUND REFERENCE PLAN

AQ001 SPRAYGROUND DEMOLITION PLAN

AQ002 SPRAYGROUND MECHANICAL ROOM EXISTING CONDITIONS

AQ100 SPRAYGROUND STRUCTURAL PLAN

AQ101 SPRAYGROUND STRUCTRUAL DETAILS

AQ200 SPRAYGROUND PLAN & SECTIONS

AQ201 SPRAYGROUND DETAILS

AQ300 SPRAYGROUND LOCATION POINT PLAN

AQ400 SPRAYGROUND SUCTION PIPING PLAN

AQ401 SPRAYGROUND RETURN PIPING PLAN

AQ500 SPRAYGROUND MECHANICAL ROOM PLAN & SECTIONS

AQ501 SPRAYGROUND MECHANICAL DETAILS

AQ502 SPRAYGROUND MECHANICAL DETAILS

AQ600 SPRAYGROUND SYSTEMS SCHEMATIC

MP200 MECHANICAL PLANS & DETAILS --- SITE PLAN-PLUMBING

E000 SITE PLAN - ELECTRICAL

Aquatics Consultant:

COUNCILMAN-HUNSAKER & ASSOCIATES

10733 SUNSET OFFICE DRIVE # 400

ST. LOUIS, MO 63127

CONTACT: MADDIE MONROE

TELEPHONE: (618) 975-9025

EMAIL: maddiemonroe@chh2o.com

(See Specification 01 5000)

The General Contractor shall provide an 8 feet by 4 feet by ¾ inch thick paint grade exterior plywood project identification sign and five 4 feet by 4 feet by ¾ inch thick temporary directional signs. The project identification sign shall contain the name of the project, Contractors, Owner, and the design team including the Architect name and logo. Per RACP Grant requirements, the sign will state “This project is a site provided by Hampden Township with financial assistance from the Commonwealth of Pennsylvania, Honorable Josh Shapiro, Governor.” Signs shall be painted and lettered in four colors by a professional sign painter. Project signs shall be located on the site where directed by Architect. Sign design, including text, layout and sign colors shall be provided by Architect. Exterior signs shall be in accordance with Township requirements. Erection shall not take place until an application, if required, is duly filed by the General Contractor and approved by the Township. No other signs or advertisements will be allowed on the premises.

Project Identification Sign

No. Date Description

Concession Stand

Main Entrance

Main Pool

Tot Pool

Planter

Planter

Concrete seating

Concrete knee wall

Grass area

Grass area

Grass area

Fence line

Fence line

Fence line

Fence line

Fence entrance Grass area

Grass area

Paved walkway

Paved walkway

PlanterPlanter

Parking area

Grass area

Grass area

Grass area

Existing Equipment Vault

New Sprayground

Filter Room

Planter

Fencing w/ Gate

Deck drains (Typ)

ADA ROUTE

Scope of Work:

• Demo existing deck and equipment

• Install new Deck and Sprayground

Equipment & Features

• Strip existing finish off the existing

Equipment Vault and refinish.

AD

A

R O

U

TE

Bath House

D R

AW

N

B Y

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

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G002

CODE INFORMATION &

SITE PLAN

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

SA

E

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

1" = 20'-0"1 Site Plan - Existing N

Use Group Classification (IBC 2018 Ch 3) Assembly A-3

Construction Type (T601, T602) Type 5B

Proposed Building Height 1 story - Existing to Remain Allowable Building Area (Section 506, T506.2) 6,000 SF Proposed Building Area 4,977 SF (4,722 sf exiting + 255 sf Toilet Room addition)

Fire Protection Systems Automatic Sprinkler System (Section 903) None existing (not required per IBC 2018 Section 903) - not provided Manual Fire Alarm (Section 907) Manual System not required (per IBC 2018 Section 907.2.2), Existing to remain Fire Extinguishers (Section 906) Use Extinguishers rated 2A:60B:C - 10lb, Existing to remain

Exit Access Travel Distance (T1017.2) Without Sprinkler System= 200 ft

Number of Exits Required (T1006.2.1, T1006.3.1) 2 min, existing to remain

CODE INFORMATION: Municipality: Hampden Township

All construction has been designed to meet the provisions of the Pennsylvania Uniform Construction Code (UCC). The UCC Administration and Enforcement regulation has adopted the following codes for use throughout the Commonwealth of Pennsylvania, effective 2/14/2022.

Pennsylvania Uniform Construction Code International Existing Building Code 2018 (IEBC 2018) including all appendices & resource information

International Building Code 2018 (IBC 2018) excluding chapter 1 (most of its requirements are incorporated in Chapter 403 of the UCC regulation). Chapter 27 (Electrical) requires that all electrical components, equipment and systems in buildings and structures covered by the IBC comply with the requirements of NFPA 70-2017, National Electrical Code

Chapter 11, International Building Code 2018 Accessibility Requirements

International Energy Conservation Code 2018 (IECC 2018)

International Fire Code 2018 (IFC 2018) only to the extent referenced in Chapter 35 of the IBC 2018

International Mechanical Code 2018 (IMB 2018)

International Plumbing Code 2018 (IPC 2018)

American National Standard Accessible and Usable Buildings and Facilities 2017 (ICC A117.1-2009)

Project Summary:

This project includes includes renovations to the existing Sprayground. The project includes no change of use group & no change in occupancy count.

Fire Resistance Rating Requirements (T601) Structural Frame 0 HR Exterior Bearing Wall 0 HR Interior Bearing Wall 0 HR Interior Non-Bearing Wall 0 HR Roof Construction 0 HR

Interior Wall and Ceiling Finish Requirements (T803.11) Exit Enclosures & Exit Passageways Class A Corridors Class B Rooms and Enclosed Spaces Class C

Design Occupant Load (T1004.1.2) Existing to remain

Egress Width per Occupant Served (Section 1005.1) 0.2" per occupant for other egress components 0.2" per occupant: 56 occupants x .2" = 11.2" required

36" Doors = 34" clear width - Complies

Existing Concrete bench to remain

Existing Concrete knee wall to remain

Existing Equipment Vault

- Contractor to remove all existing coatings from the concrete vault lid (see Specifications). Re-coat with (2) coats of ConFlex Flexible Water Proofer Textured.

- Stencil lettering as shown at edge of vault lid, using (2) coats of Pro Industrial Waterbased Alkyd Urethane, Lowsheen (Basis of Design products by Sherwin Williams . Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

Ex Deck drains (Typ)

112' - 4 1/2" VIF

VI

F

4'

0"

/2

" V

IF

VIF

5' - 0"

Reference AQ drawings for details on existing deck demolition, and new deck construction. Install new deck flush with adjacent existing deck to remain.

All new concrete deck surfaces for the splashpad shall be designed and constructed to provide an accessible route in compliance with the 2010 ADA Standards for Accessible Design and ICC A117.1. Finished deck surface slopes shall not exceed 1:48 (2.08%) in any direction for accessible routes and accessible activity areas. Provide positive drainage to avoid standing water, while maintaining compliant slopes. Contractor shall verify slopes during placement and finishing to ensure conformance

New Sprayground deck surface to medium broom finished concrete.

New Drain

New Drain New Drain

New Drain

Existing vinyl fencing around vault to remain. Remove and reinstall as needed for construction

KEEP OFF KEEP OFF KEEP OFF

Existing Hatch Doors

- Contractor to prep existing Metal Hatch doors to receive new coating (see Specifications). Re-coat with (2) coats of Pro Industrial Waterbased Alkyd Urethane, Lowsheen, by Sherwin Wiliams (Basis of Design product. Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

Perimeter Vault Walls

- Contractor to clean and prep existing walls to receive new coating (see Specifications). Re-coat with (2) coats of Loxon XP, by Sherwin Wiliams (Basis of Design product. Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

Louver Vents

- Contractor to clean and prep all existing louver vents (around perimeter walls) to receive new coating (see Specifications). Re-coat with (2) coats of DTM Acrylic Coating -Semi-Gloss, by Sherwin Wiliams (Basis of Design product. Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

Joint Sealants

- Contractor to remove all existing joint sealants at the equipment vault and replace.

(also applies to new joints at new Sprayground decking) Concrete horizontal joints shall be Loxon SL1.

Concrete Vertical joints shall be Loxon S1 (Basis of Design products by Sherwin Williams . Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

Winch Post

- Contractor to clean and prep existing steel winch post to receive new coating (see Specifications). Prime with (1) coat of Macropoxy 920 Pre Prime, then coat with (2) coats of Acrolon 218 HS Polyurethane Semi-Gloss, by Sherwin Wiliams (Basis of Design product. Equal substitutions to be submitted for approval). Color to be selected from manufacturer's full range, as selected by Owner / Architect.

2'

- 0

D R

AW

N

B Y

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

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A101

SPRAYGROUND DECK

PLAN

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

Au th or

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

1/8" = 1'-0"1 Sprayground Deck Plan

SPRAYGROUND

REFER: AQ200

EXISTING SPRAYGROUND

MECHANICAL ROOM

REFER: AQ500

EXISTING POOL TO

REMAIN

EXISTING SPRAYGROUND

BALANCE TANK

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

A N

H

U N

SA

K

ER

C

08/27/2025

AQ000

SPRAYGROUND

REFERENCE PLAN

DESIGN DATA

UNITS SPRAYGROUND

LENGTH FT. VARIES

WIDTH FT. VARIES

WATER SURFACE AREA SQ. FT. 5,571

PERIMETER FT. 350'-6"

VOLUME GALLONS 4,000

RECIRCULATION SYSTEM

SPRAYGROUND TURNOVER RATE HOURS 0.5 (EXISTING)

RECIRCULATION RATE GPM 200 (EXISTING)

BALANCE TANK CAPACITY GALLONS 5,980 (EXISTING)

BATHER LOAD PERSONS 371

DRAWING INDEX

SHEET DESCRIPTION

AQ000 SPRAYGROUND REFERENCE PLAN

AQ001 SPRAYGROUND DEMOLITION PLAN

AQ002 SPRAYGROUND MECHANICAL ROOM EXISTING CONDITIONS

AQ100 SPRAYGROUND STRUCTURAL PLAN

AQ101 SPRAYGROUND STRUCTURAL DETAILS

AQ200 SPRAYGROUND PLAN & SECTIONS

AQ201 SPRAYGROUND DETAILS

AQ300 SPRAYGROUND LOCATION POINT PLAN

AQ400 SPRAYGROUND SUCTION PIPING PLAN

AQ401 SPRAYGROUND RETURN PIPING PLAN

AQ500 SPRAYGROUND MECHANICAL ROOM PLAN & SECTION

AQ501 SPRAYGROUND MECHANICAL DETAILS

AQ502 SPRAYGROUND MECHANICAL DETAILS

AQ600 SPRAYGROUND SYSTEMS SCHEMATIC

AQ000

SPRAYGROUND REFERENCE PLAN

1/4" = 1'-0"

N

GENERAL SPRAYGROUND NOTES

1. DENOTES SPRAYGROUND SLAB ELEVATION FROM DECK LEVEL.

2. SPRAYGROUND FINISH MUST BE MEDIUM BROOM FINISHED CONCRETE.

3. ALL PROPRIETARY NAMES MENTIONED ARE TO DESIGNATE PERFORMANCE

STANDARDS EQUIVALENT PRODUCTS MUST BE SUBMITTED FOR APPROVAL.

4. ALL SURFACE WATER WITHIN THE SPRAYGROUND FOOTPRINT MUST DRAIN

TOWARD MAIN DRAINS.

5. ELECTRICAL INSPECTOR MUST APPROVE BONDING OF REINFORCING,

SPRAYGROUND FITTINGS AND CONDUIT PRIOR TO THE APPROVAL OF

REINFORCING STEEL FOR POURING OF CONCRETE.

6. ALL PIPING MUST SLOPE AT A MINIMUM OF 1/8" PER FOOT FROM SPRAYGROUND

TO RAIN DIVERTER VALVE BOX.

7. ALL METALLIC PORTIONS OF A SPRAY FEATURE MUST BE EPOXY COATED

STAINLESS STEEL.

8. ALL SPRAYGROUND REINFORCING STEEL, METAL FITTINGS, EQUIPMENT WITHIN

5'-0" OF SPRAYGROUND EDGE, AND ANY METAL PARTS OF SPRAYGROUND

EQUIPMENT IN CONTACT WITH SPRAYGROUND RECIRCULATION SYSTEM MUST BE

BONDED PER NEC 680. REFER: 12/AQ501

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

EXISTING

BALANCE TANK

TO REMAIN

NOTE:

ALL PIPING IN

GREY TO REMAIN

'-2

9/

112'-4 21/32"

MD1

MD2

MD3

SD2 SD2

SD2

SD2

SD2

SD2

SD2

MD2

SD2

SD3

SD1

SD2

MD4

MD7

MD4

MD3

MD5

1'-0

MD1

MD7

MD7MD6

MD4

MD7

MD7

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

08/27/2025

AQ001

SPRAYGROUND

DEMOLITION PLAN

AQ001

SPRAYGROUND DEMOLITION PLAN

1/4" = 1'-0"

GENERAL SPRAYGROUND DEMOLITION

AND RENOVATION NOTES

1. COORDINATE ALL DEMOLITION PLANS AND WORK WITH ARCHITECT AND

CONSTRUCTION DOCUMENTS PRIOR TO THE START OF DEMOLITION.

2. REVIEW RECORD DOCUMENTS OF EXISTING CONSTRUCTION PROVIDED BY

THE OWNER. NEITHER THE OWNER NOR ENGINEER MAKES ANY GUARANTEE

THAT THE EXISTING CONDITIONS REFLECT THOSE INDICATED IN THE RECORD

DOCUMENTS. CONTRACTOR TO PROVIDE NOTIFICATION OF ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT

DOCUMENTS BEFORE PROCEEDING WITH DEMOLITION.

3. CONTRACTOR TO SURVEY EXISTING CONDITIONS AND CORRELATE WITH

REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS TO DETERMINE

THE EXTENT OF DEMOLITION REQUIRED. CONTRACTOR TO RECORD EXISTING

CONDITIONS WITH DETAILED PRECONSTRUCTION PHOTOGRAPHS.

4. UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY

OF THE CONTRACTOR.

5. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED,

SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S

PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND

LEGALLY DISPOSE OF THEM. OWNER HAS THE FIRST RIGHT OF REFUSAL ON

ALL DEMOLITION MATERIALS.

6. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB.

IMMEDIATELY NOTIFY THE OWNER AND ENGINEER.

7. INDICATE RECEIPT AND ACCEPTANCE OF ANY HAZARDOUS WASTES BY A

LANDFILL FACILITY LICENSED TO ACCEPT SUCH HAZARDOUS WASTES.

8. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM

AGAINST DAMAGE DURING DEMOLITION OPERATIONS. REFER TO OTHER

TRADES FOR COORDINATION.

9. ELECTRICIAN MUST VERIFY EXISTING BOND GRID. ALL NEW EMBEDS AND

MECHANICAL EQUIPMENT MUST BE BONDED PER NEC ARTICLE 680.

10. PROTECT THE EXISTING POOL, FINISHES, AND EXISTING STRUCTURES

DURING CONSTRUCTION.

11. ALL EXISTING BELOW GRADE PIPING MUST BE PROTECTED DURING

CONSTRUCTION. REFER TO PIPING SCHEMATICS FOR SPECIFIC PIPING RUNS

TO BE REPLACED/RELOCATED AS A PART OF THE RENOVATION.

12. CONTRACTOR TO DRAIN, CAP, AND BLOW OUT ALL PIPES VIA WINTERIZATION

TAPS.

13. THE CONTRACTOR MUST BE RESPONSIBLE FOR CONTINUOUSLY MONITORING

GROUNDWATER LEVELS ON THE SITE DURING ANY AND ALL PERIODS WHEN

THE BALANCE TANK IS NOT FULL OF WATER. PROTECTION OF THE EXISTING

STRUCTURE FROM DAMAGE DUE TO HYDROSTATIC PRESSURE IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

SPRAYGROUND DEMOLITION KEYNOTES

COORDINATE ALL DEMOLITION PLANS WITH ARCHITECT AND CONSTRUCTION

DOCUMENTS PRIOR TO DEMOLITION

REMOVE ALL EXISTING PLAY FEATURES, BASES, ASSOCIATED FOOTINGS AND

PIPING TO THE FEATURES.

REMOVE ALL DRAINS AND PIPING TO BALANCE TANK. A MINIMUM 1'-0" OF 12"

PIPE AT BALANCE TANK WALL MUST REMAIN AND BE CAPPED FOR

RECONNECTION. EXISTING CAST IRON DIVERTER VALVE TO BE REMOVED.

REMOVE SEWER PIPING CONNECTION. REFER TO PLUMBING SHEETS.

REMOVE ALL CONCRETE DECKING & REINFORCEMENT AT SPRAYGROUND

AREA.

SD1

SD2

SD3

SPRAYGROUND MECHANICAL

DEMOLITION KEYNOTES

COORDINATE ALL DEMOLITION PLANS WITH ARCHITECT AND CONSTRUCTION

DOCUMENTS PRIOR TO DEMOLITION

REMOVE EXISTING SPRAYGROUND FEATURE MANIFOLD AND PIPING FROM

EXISTING FEATURE PUMP 2 (PUMP P-3). PENETRATIONS SHOULD BE MARKED,

DIMENSIONED AND SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE

DESIGN TEAM FOR RE-USE. REFER: 2/AQ002 & 3/AQ002

REMOVE EXISTING SPRAYGROUND FEATURE MANIFOLD, SOLENOIDS AND

PIPING FROM FEATURE PUMP 1 (PUMP P-2). PATCH ALL PENETRATIONS IN THE

MECHANICAL ROOM WALL. REFER: 1/AQ002

REMOVE EXISTING SPRAYGROUND FEATURE PUMP 1 (PUMP P-2) INCLUDING

PUMP, STRAINER, MOTOR STARTER, AND ALL ASSOCIATED PIPING. SUCTION

PIPE PENETRATION (8") AT BALANCE TANK TO BE PATCHED.

REMOVE EXISTING PUMP P-1 AND P-3 STRAINER BASKETS, PRESSURE GAUGES

AND FLEXIBLE PIPE CONNECTORS. REFER: 1/AQ501 & 2/AQ501

REMOVE ALL EXISTING MOTOR STARTERS AND CONDUIT FOR P1, P-2, AND P-3.

REFER TO ELECTRICAL FOR DE-ENERGIZING REQUIREMENTS FOR ALL PUMPS

AND THE REMOVAL OF PUMP P-2

REMOVE AND REPLACE SPRAYGROUND CHEMICAL CONTROLLER AND

FLOWCELL.

REMOVE AND REPLACE ALL BUTTERFLY VALVES AT EXISTING PIPING.

MD1

MD2

MD3

MD4

MD5

MD6

MD7

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

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LM

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08/27/2025

AQ002

SPRAYGROUND

MECHANICAL ROOM

EXISTING CONDITIONS

AQ002

EXISTING SPRAYGROUND MANIFOLD

1/2" = 1'-0"

AQ002

EXISTING SPRAYGROUND PUMPS

1/2" = 1'-0"

AQ002

EXISTING SPRAYGROUND MANIFOLD

1/2" = 1'-0"

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

Project Number

Drawing Number c M

K S

D , L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

AQUATICS SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

450 EAST 96TH STREET | SUITE 175 | INDIANAPOLIS, IN 46240

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 7020.0306.00

08/27/25 Issued for Permit / Bid

AQ100

SPRAYGROUND

STRUCTURAL PLAN

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,POOL-002

MULTICOREVIEWLINK:AQ101_70200306,DET030_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET032_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET030_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET030_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET031_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET031_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET031_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET031_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET031_70200306

MULTICORELINK:AQ101_70200306-AQ101_70200306

MULTICOREVIEWLINK:AQ101_70200306,DET032_70200306

SPRAYGROUND STRUCTURE NOTES

PG1. Building Codes:

Model: International Building Code 2018

Concrete: American Concrete Institute ACI 318-14 American Concrete Institute ACI 350-06

PG2. The construction documents indicate design of a completed reinforced concrete structure. The structural details have been prepared based on cast-in-place concrete methods. If alternate means and methods of concrete placement are employed that may alter the completed project, the contractor must submit proposed revisions and signed/sealed calculations to the Architect/Engineer for approval prior to fabrication or construction.

PG3. The sprayground structure has been designed to withstand all anticipated loadings under both full and empty conditions in accordance with the criteria of ACI 350 for a non-jointed structure.

SPRAYGROUND AND RELATED ELEMENTS REINFORCED CONCRETE NOTES

PC1. Splashpad shall be cast-in-place concrete.

PC2. All concrete shall be 4500 psi minimum 28 day compressive strength with 6% air entrainment. Limit water to cementitious material ratio (w/c) to 0.42.

PC3. All reinforcing steel shall be detailed, supplied and placed in accordance with these construction documents and with ACI 318, ACI 315R, and CRSI Manual of Standard Practice.

PC4. All reinforcing steel shall be shop fabricated to conform to ASTM A615, Grade 60.

PC5. All concrete shall be wet-cured using hoses and polyethylene covering.

PC6. Reinforcing clearance: 2" Walls

2" Slabs 3" All surfaces cast against earth

CONSTRUCTION LOAD NOTES

CL1. All structural elements have not been designed for any construction loading, including, but not limited to scaffolding, shoring, lifts, etc. It is the responsibility of the contractor to verify the structural elements are capable of withstanding construction loads without damage to thel structural elements, or, performance of the in-service structure.

SPRAYGROUND STRUCTURE

PF1. All Slabs shall be placed on compacted, free-draining, frost-free drainage course:

Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be placed in 6" to 8" lifts, and each lift consolidated to achieve stability through particle interlock. Place Mirafi 140N or equivalent between drainage fill and subgrade.

Drainage Course Thickness (t): 12"

PF2. No project geotechnical report was provided for design. Soil parameters listed below have been used for design of the sprayground structure. During construction, report any discrepancies in soil conditions to the Engineer of Record immediately as they may result in revisions to the structure.

Geotechincal report by: N/A Support Type: Soil-supported Density: 125 pcf Groundwater: None Differential Settlement: 1/2" Total Settlement: 1" Allowable Bearing Pressure: 2000 psf

Project Number

Drawing Number c M

K S

D , L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 618-975-9025 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

AQUATICS SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

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K

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C

450 EAST 96TH STREET | SUITE 175 | INDIANAPOLIS, IN 46240

(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 7020.0306.00

08/27/25 Issued for Permit / Bid

AQ101

SPRAYGROUND

STRUCTURAL DETAILS

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

112'-4 1/2" V.I.F.

'-2

1/ 2"

V.

I.F

AQ200

AQ200

1 2

5 5

NEW SPRAYGROUND EDGE TO MATCH

EXISTING POOL DECK ELEVATION

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

NEW SPRAYGROUND EDGE TO MATCH

EXISTING POOL DECK ELEVATION

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

SLOPE TO DRAIN

REFER TO SITE PLAN

CENTER OF

MAIN DRAINS

20'-0"

2EXISTING SEAT WALL TO REMAIN 7 3 3 3

VARIES

SLOPE TO DRAIN

REFER TO SITE PLAN

CENTER OF

MAIN DRAINS

20'-0"

4 73 5

67'-2 1/2"

SLOPE TO DRAIN

REFER TO SITE PLAN EXISTING SEAT WALL TO REMAIN

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

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C

08/27/2025

AQ200

SPRAYGROUND PLAN &

SECTIONS

AQ200

SPRAYGROUND PLAN

1/8" = 1'-0"

AQ200

SPRAYGROUND SECTION

1/8" = 1'-0"

EQUIPMENT SCHEDULE

ID ITEM

EXPLORATION SERIES K250 PLAY STRUCTURE

REFER: 1/AQ201

FS DOUGHNUT SPRAY FEATURE

REFER: 3/AQ201

GS GEYSER SPRAY FEATURE

REFER: 5/AQ201

GS PUDDLE 1 SPRAY FEATURE

REFER: 4/AQ201

GS TULIP SPRAY FEATURE

REFER: 7/AQ201

FS WATERFALL 2 SPRAY FEATURE

REFER: 6/AQ201

ACTIVATOR POWER POST

REFER: 8/AQ201

AQ200

SPRAYGROUND SECTION

1/8" = 1'-0"

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

ELEVATION

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

PLAN

3'- 6"

FINISHED SURFACE

1" CONDUIT

REFER TO PIPING PLANS

7'-2 3/4"

5'- 1"

PLAN

ELEVATION

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

FINISHED SURFACE SLOPE

REFER TO PIPING PLANS

Ø10'-0" (N.T.S.)

SPRAY ZONE

1/

4"

1/

2"

3"

PLAN

ELEVATION

FINISHED

SURFACE

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

SLOPE

REFER TO PIPING PLANS

Ø10'-0" (N.T.S.) SPRAY ZONE

1'- 2 1

/2"

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

PLAN

ELEVATION

FINISHED SURFACE

4'- 0"

4'-0"

SLOPE REFER TO PIPING PLANS

Ø11'-6" (N.T.S.)

SPRAY ZONE

1/

2"1'- 2"

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

PLAN

ELEVATION

FINISHED SURFACE

SLOPE

REFER TO PIPING PLANS

Ø7'-0" (N.T.S.) SPRAY ZONE

REFER TO MANUFACTURER

FOR FOOTING REQUIREMENTS

1'- 1 1

/2"

1'- 5"

SLOPE

PLAN

ELEVATION

R11 1/2"

FINISHED SURFACE

REFER TO PIPING PLANS

Ø4'-0" (N.T.S.)

SPRAY ZONE

AQ201

SPRAY ZONE

'-1

1 1 /2"

49'-4"

NOTE:

REFER TO MANUFACTURER

REQUIREMENTS FOR

ANCHORING AND/OR FOOTING.

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

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C

08/27/2025

AQ201

SPRAYGROUND DETAILS

AQ201

GS DOUGHNUT SPRAY FEATURE

3/4" = 1'-0"

AQ201

GS GEYSER SPRAY FEATURE

1" = 1'-0"

AQ201

GS PUDDLE 1 SPRAY FEATURE

1" = 1'-0"

AQ201

GS WATERFALL 2 FEATURE

3/4" = 1'-0"

AQ201

TULIP SPRAY FEATURE

1" = 1'-0"

AQ201

ACTIVATOR POWER POST

3/4" = 1'-0"

AQ201

EXPLORATION SERIES K250 PLAY STRUCTURE PLAN

1/8" = 1'-0"

AQ201

EXPLORATION SERIES K250 PLAY STRUCTURE ELEVATION

1/8" = 1'-0"

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

LP# X Y DESCRIPTION

1 -8'-4 3/4" -27'-8 1/2" SPRAYGROUND PLAY STRUCTURE

2 11'-11 1/4" -28'-10 1/2" SPRAYGROUND FS DOUGHNUT SPRAY FEATURE

3 -27'-2" -12'-10 3/4" SPRAYGROUND FS GEYER SPRAY FEATURE

4 -17'-10" -11'-11 1/2" SPRAYGROUND FS GEYER SPRAY FEATURE

5 -30'-4" -20'-4" SPRAYGROUND FS GEYER SPRAY FEATURE

6 23'-8" -38'-1 3/4" SPRAYGROUND FS PUDDLE 1 SPRAY FEATURE

7 22'-11" -47'-9 3/4" SPRAYGROUND FS PUDDLE 1 SPRAY FEATURE

8 17'-3 1/4" -42'-5" SPRAYGROUND FS PUDDLE 1 SPRAY FEATURE

9 17'-4 3/4" -52'-2 1/2" SPRAYGROUND FS PUDDLE 1 SPRAY FEATURE

10 24'-5" -59'-4 1/2" SPRAYGROUND BOLLARD ACTIVATOR

11 -27'-11 1/2" -49'-1 1/4" SPRAYGROUND GS TULIP SPRAY FEATURE

12 -20'-10 3/4" -45'-8 1/4" SPRAYGROUND GS TULIP SPRAY FEATURE

13 -23'-10" -37'-10" SPRAYGROUND GS TULIP SPRAY FEATURE

14 -31'-5 1/2" -40'-8" SPRAYGROUND GS TULIP SPRAY FEATURE

15 -44'-8" -20'-0 3/4" SPRAYGROUND BOLLARD ACTIVATOR

16 -16'-3 3/4" -36'-8" CENTER OF SPRAYGROUND MAIN DRAIN

17 3'-8 1/4" -36'-8" CENTER OF SPRAYGROUND MAIN DRAIN

18 5'-8 1/4" -51'-8" CENTER OF SPRAYGROUND MAIN DRAIN

19 -22'-3 3/4" -16'-8" CENTER OF SPRAYGROUND MAIN DRAIN

SPRAYGROUND LOCATION POINT SCHEDULE

LP1

LP2

LP3

LP4

LP5

LP6

LP7

LP8

LP9

LP10

LP11

LP12

LP13

LP14

LP15

LP16 LP17

X Y

0,0

LP18

LP19

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

08/27/2025

AQ300

SPRAYGROUND

LOCATION POINT PLAN

AQ300

SPRAYGROUND LOCATION POINT PLAN

1/4" = 1'-0"

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

CONNECT TO EXISTING 12" LINE AT

SPRAYGROUND BALANCE TANK

LOCATE NEW RAIN DIVERTER BOX IN EXISTING VALVE PIT

COORDINATE WITH PLUMBING FOR CONNECTION TO STORM

SEWER

P8

M1M1

M1

M1

10"

10"

10"

P1

10"

10"

10"

P1

P1

P1

P1

P-3

P-1

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

08/27/2025

AQ400

SPRAYGROUND SUCTION

PIPING PLAN

PIPE SCHEDULE

ID DESCRIPTION

P1 12" FROM M1 TO RAIN DIVERTER BOX

P2 1.5" FROM SPRAYGROUND MANIFOLD TO GS GEYSER SPRAY FEATURES

P3 1.5" FROM SPRAYGROUND MANIFOLD TO FS WATERFALL 2 SPRAY FEATURE

P4 1.5" FROM SPRAYGROUND MANIFOLD TO FS DOUGHNUT SPRAY FEATURE

P5 8" FROM SPRAYGROUND MANIFOLD TO K250 EXPLORATION SERIES PLAY

STRUCTURE

P6 1.5" FROM SPRAYGROUND MANIFOLD TO GS TULIP SPRAY FEATURES

P7 1" FROM SPRAYGROUND MANIFOLD TO GS PUDDLE 1 SPRAY FEATURES

P8 12" FROM RAIN DIVERTER BOX TO EXISTING SPRAYGROUND BALANCE TANK

GENERAL PIPING NOTES

1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERATIONAL PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

2. PIPE SIZES INDICATED ARE NOMINAL, I.P.S.

3. UNLESS OTHERWISE NOTED, ALL OVERHEAD PIPING MUST BE TIGHT TO UNDERSIDE OF STRUCTURE OR SLAB.

4. ALL BALANCING VALVES AND BUTTERFLY VALVES MUST BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS).

5. ALL VALVES MUST BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS REMOVED.

6. ALL VALVE HARDWARE MUST BE 316L STAINLESS STEEL AND MEET ANSI HARDWARE INSTALLATION GUIDELINES. REFER: 13/AQ501

7. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.

8. ALL PIPING WORK MUST BE COORDINATED WITH ALL TRADES AND SITE CONDITIONS. OFFSETS, EXPANSION LOOPS, OR TRANSITIONS IN PIPING AROUND OBSTRUCTIONS MUST

BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

9. ALL PIPING INDICATED MUST BE CONSIDERED DIAGRAMMATIC.

10. ALL UNDERGROUND OR EXPOSED SPRAYGROUND PIPING MUST BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR MUST REFER TO PLANS AND SPECIFICATIONS FOR ANY SPECIFIC REQUIREMENTS REGARDING PLACEMENT AND BACKFILLING OF BELOW GRADE PIPE.

11. ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT ACCOUNT FOR ANY VARIATIONS IN EITHER GRADE OR SLOPE DISTANCES.

12. ALL PIPE TEES MUST BE SIZED FOR LARGEST PIPE CONNECTION.

SPRAYGROUND PIPING WINTERIZATION NOTES

1. ALL SPRAYGROUND PIPING MUST HAVE THE CAPABILITY TO BE DRAINED FOR WINTERIZATION.

2. SPRAYGROUND MAIN DRAIN PIPING MUST BE INSTALLED WITH A CONSTANT SLOPE TO THE RAIN DIVERTER VALVE.

3. BLOW OUT ALL PIPES BY MEANS OF AN AIR BLOWER AND A WINTERIZATION TAP. CAP ALL PIPES. FOR ADDED PROTECTION AGAINST FREEZING PIPES, THE PIPES CAN BE FILLED

WITH RV ANTI-FREEZE. REFER: 14/AQ501

MAIN DRAIN SCHEDULE

ID DESCRIPTION SIZE QTY

MFG ALLOWABLE

FLOW @ COVER

(GPM)

MODEL MANUFACTURER NOTES

M1 SPRAYGROUND 24X24 4 1,734 DALMAX-SG-242421 DALDORADO 1-4

NOTE:

1. MAIN DRAIN GRATING MUST BE MANUFACTURED BY DALDORADO OR APPROVED EQUAL.

2. OPEN AREA IS BASED ON MANUFACTURER'S DATA.

3. THE INSTALLED LIFE OF THE MAIN DRAIN COVER MUST BE A MINIMUM OF 10 YEARS .

4. FASTEN MAIN DRAIN COVER TO EMBEDDED PVC FRAME/SPRAYGROUND FLOOR WITH S/S TAMPER PROOF FASTENERS AT A SPACING NO GREATER

THAN 24" O.C. REFER TO FRAME AND GRATE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

PIPING LEGEND

LEGEND QTY. ITEM MAKE MODEL

4 MAIN DRAIN

REFER: 9/AQ501 REFER TO MAIN DRAIN SCHEDULE

1 RAIN DIVERTER BOX

REFER: 11/AQ501 WATERPLAY 0010-4666

N/A BELOW GRADE PIPING CHEMTROL SCH 80 PVC

AQ400

SPRAYGROUND SUCTION PIPING PLAN

1/4" = 1'-0"

PUMP SCHEDULE

ID DESCRIPTION MANUFACTURER MODEL SIZE GPM TDH HP

HAIR & LINT

NOTES

MAKE SIZE

P-1 EXISTING SPRAYGROUND RECIRCULATION PUMP

REFER: 1/AQ501 MARLOW 21/2L1SC 3X2.5 200 60 5 MERMADE 4"X3" 1-3

P-3 EXISTING SPRAYGROUND FEATURE PUMP

REFER: 2/AQ501 MARLOW 5L1SC 6X5 736 60 15 MERMADE 10"X6" 1-3

NOTE:

1. POOL PUMPS AND STRAINERS MUST BE INSTALLED ON HOUSEKEEPING PADS.

2. PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP. PRESSURE GAUGES HAVE A RANGE OF 0-60 PSI. COMPOUND GAUGES HAVE A RANGE OF 0-30 HG / 0-60 PSI.

3. PROVIDE VARIABLE FREQUENCY DRIVE AND BYPASS.

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

1" CONDUIT TO

SPRAYGROUND CONTROLLER

P2-P7

1" CONDUIT TO

SPRAYGROUND CONTROLLER

P4

P3

P2

P5

P6

P7

P6

P6

P2

1" CONDUIT TO RAIN

DIVERTER VALVE

P6 P5

P5

P4

P3

1"

1"

P7

P7

P7

P7

P7

P7

1"

1"

1"

1"

1"

1"

1" 1"

1"

P5

P5 P7

P-3

P-1

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

08/27/2025

PIPE SCHEDULE

ID DESCRIPTION

P1 12" FROM M1 TO RAIN DIVERTER BOX

P2 1.5" FROM SPRAYGROUND MANIFOLD TO GS GEYSER SPRAY FEATURES

P3 1.5" FROM SPRAYGROUND MANIFOLD TO FS WATERFALL 2 SPRAY FEATURE

P4 1.5" FROM SPRAYGROUND MANIFOLD TO FS DOUGHNUT SPRAY FEATURE

P5 8" FROM SPRAYGROUND MANIFOLD TO K250 EXPLORATION SERIES PLAY

STRUCTURE

P6 1.5" FROM SPRAYGROUND MANIFOLD TO GS TULIP SPRAY FEATURES

P7 1" FROM SPRAYGROUND MANIFOLD TO GS PUDDLE 1 SPRAY FEATURES

P8 12" FROM RAIN DIVERTER BOX TO EXISTING SPRAYGROUND BALANCE TANK

GENERAL PIPING NOTES

1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERATIONAL PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

2. PIPE SIZES INDICATED ARE NOMINAL, I.P.S.

3. UNLESS OTHERWISE NOTED, ALL OVERHEAD PIPING MUST BE TIGHT TO UNDERSIDE OF STRUCTURE OR SLAB.

4. ALL BALANCING VALVES AND BUTTERFLY VALVES MUST BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS).

5. ALL VALVES MUST BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS REMOVED.

6. ALL VALVE HARDWARE MUST BE 316L STAINLESS STEEL AND MEET ANSI HARDWARE INSTALLATION GUIDELINES. REFER: 13/AQ501

7. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.

8. ALL PIPING WORK MUST BE COORDINATED WITH ALL TRADES AND SITE CONDITIONS. OFFSETS, EXPANSION LOOPS, OR TRANSITIONS IN PIPING AROUND OBSTRUCTIONS MUST

BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

9. ALL PIPING INDICATED MUST BE CONSIDERED DIAGRAMMATIC.

10. ALL UNDERGROUND OR EXPOSED SPRAYGROUND PIPING MUST BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR MUST REFER TO PLANS AND SPECIFICATIONS FOR ANY SPECIFIC REQUIREMENTS REGARDING PLACEMENT AND BACKFILLING OF BELOW GRADE PIPE.

11. ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT ACCOUNT FOR ANY VARIATIONS IN EITHER GRADE OR SLOPE DISTANCES.

12. ALL PIPE TEES MUST BE SIZED FOR LARGEST PIPE CONNECTION.

SPRAYGROUND PIPING WINTERIZATION NOTES

1. ALL SPRAYGROUND PIPING MUST HAVE THE CAPABILITY TO BE DRAINED FOR WINTERIZATION.

2. SPRAYGROUND MAIN DRAIN PIPING MUST BE INSTALLED WITH A CONSTANT SLOPE TO THE RAIN DIVERTER VALVE.

3. BLOW OUT ALL PIPES BY MEANS OF AN AIR BLOWER AND A WINTERIZATION TAP. CAP ALL PIPES. FOR ADDED PROTECTION AGAINST FREEZING PIPES, THE PIPES CAN BE FILLED

WITH RV ANTI-FREEZE. REFER: 14/AQ501

PIPING LEGEND

LEGEND QTY. ITEM MAKE MODEL

4 MAIN DRAIN

REFER: 9/AQ501 REFER TO MAIN DRAIN SCHEDULE

1 RAIN DIVERTER BOX

REFER: 11/AQ501 WATERPLAY 0010-4666

N/A BELOW GRADE PIPING CHEMTROL SCH 80 PVC

AQ400

SPRAYGROUND RETURN PIPING PLAN

1/4" = 1'-0"

AQ401

SPRAYGROUND RETURN

PIPING PLAN

PUMP SCHEDULE

ID DESCRIPTION MANUFACTURER MODEL SIZE GPM TDH HP

HAIR & LINT

NOTES

MAKE SIZE

P-1 EXISTING SPRAYGROUND RECIRCULATION PUMP

REFER: 1/AQ501 MARLOW 21/2L1SC 3X2.5 200 60 5 MERMADE 4"X3" 1-3

P-3 EXISTING SPRAYGROUND FEATURE PUMP

REFER: 2/AQ501 MARLOW 5L1SC 6X5 736 60 15 MERMADE 10"X6" 1-3

NOTE:

1. POOL PUMPS AND STRAINERS MUST BE INSTALLED ON HOUSEKEEPING PADS.

2. PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP. PRESSURE GAUGES HAVE A RANGE OF 0-60 PSI. COMPOUND GAUGES HAVE A RANGE OF 0-30 HG / 0-60 PSI.

3. PROVIDE VARIABLE FREQUENCY DRIVE AND BYPASS.

Aquatics Consultant Counsilman-Hunsaker & Associates 10733 Sunset Office Dr #400 St. Louis, MO 63127 Project Contact: Maddie Monroe

EXISTING BALANCE

TANK TO REMAIN

P5

P2/P3 P4 P6 P72

AQ500

NOTE:

ALL SPRAYGROUND RECIRCULATION

EQUIPMENT IS EXISTING TO REMAIN.

VALVES MUST RE REPLACED.

P-3

P-1

NOTE:

CONTRACTOR TO SURVEY AND RE-USE ANY

EXISTING PENETRATIONS IN THE WALL IF POSSIBLE.

8" BUTTERFLY VALVE

TO BE REPLACED

10" BUTTERFLY VALVE

TO BE REPLACED

6" BUTTERFLY VALVE

TO BE REPLACED 4" BUTTERFLY VALVE

TO BE REPLACED

3" BUTTERFLY VALVE

TO BE REPLACED

4" BUTTERFLY VALVE

TO BE REPLACED AT

OVERFLOW PIPE

10"7"7"

1'- 6"

V.

I.F

P5 P2

P4 P6 P7P3

6" V.

I.F

7"1'-3"

NOTE:

CONTRACTOR TO SURVEY AND RE-USE ANY EXISTING

PENETRATIONS IN THE WALL IF POSSIBLE.

Project Number

Drawing Number c M

KS

D

, L

LC

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

Aquatics Consultant Counsilman-Hunsaker & Associates 12851 Manchester Road, Suite 120 St. Louis, MO 63131 Project Contact: Maddie Monroe P: 314-416-2075 E: maddiemonroe@chh2o.com

MEP Engineer Snyder Hoffman & Associates 1005 W Lehigh St Bethlehem, PA 18018 Project Contact: Nick Kaintz P: 610-694-8020 E: nkaintz@snyderhoffman.com

HAMPDEN TOWNSHIP

HAMPDEN SPRAYGROUND

REHABILITATION

08/27/2025

25.127

5002 HAMPDEN PARK DR.

MECHANICSBURG, PA 17050

08/27/25 Issued for Permit / Bid

No. Date Description ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

C O

U N

SI

LM

N

SA

K

ER

C

08/27/2025

AQ500

SPRAYGROUND

MECHANICAL ROOM PLAN

& SECTION

GENERAL SPRAYGROUND MECHANICAL ROOM NOTES

PIPING

1. MINIMUM 7'-0" CLEARANCE BENEATH ALL OVERHEAD PIPING.

2. PROVIDE AND SUPPORT OVERHEAD AND VERTICAL PIPING PER SPECIFICATION REQUIREMENTS.

3. LABEL AND IDENTIFY ALL PIPING IN COMPLIANCE WITH THE SPECIFICATIONS.

4. HYDROSTATICALLY TEST ALL PIPING AT 50 PSI FOR TWO HOURS AND MAINTAIN A PRESSURE OF 20 PSI IN ALL PIPING THROUGHOUT CONSTRUCTION. SECURE ALL

FIXTURES PER SPECIFICATION REQUIREMENTS BEFORE HYDROSTATIC TEST.

5. REFER TO DETAILS 3-8 ON DRAWINGS AQ501 FOR INSTALLATION OF PIPE SUPPORTS.

ELECTRICAL

1. CONDUIT MUST BE ROUTED OVERHEAD OR BELOW GRADE.

EQUIPMENT SCHEDULE

ID ITEM

NEW PIPING MANIFOLD

NEW SPRAYGROUND CONTROLLER

LINK SEAL

REFER: 1/AQ502

NEW VARIABLE FREQUENCY DRIVE AND BYPASS

PANEL

NEW CHEMICAL CONTROLLER

REFER: 15/AQ501

FLOW METER SENSOR

REFER: 2/AQ502

PIPE SCHEDULE

ID DESCRIPTION

P1 12" FROM M1 TO RAIN DIVERTER BOX

P2 1.5" FROM SPRAYGROUND MANIFOLD TO GS GEYSER SPRAY FEATURES

P3 1.5" FROM SPRAYGROUND MANIFOLD TO FS WATERFALL 2 SPRAY FEATURE

P4 1.5" FROM SPRAYGROUND MANIFOLD TO FS DOUGHNUT SPRAY FEATURE

P5 8" FROM SPRAYGROUND MANIFOLD TO K250…