vortex_plans_final.pdf
PDF 7 MB Posted
- Attached to
- Capouse Park Splash Pad Installation
- Solicitation number
- 2025-ITB-060
- Issued by
- Lackawanna County, Mountainhome CDP, Pennsylvania
About this file
The document is a comprehensive set of engineering and design plans for the Capouse Ave Park Splash Pad project for the City of Scranton, Pennsylvania, prepared by Vortex USA Inc. The plans include detailed architectural, civil, plumbing, electrical, and feature drawings for a splash pad installation, covering site layout, equipment room configuration, water containment systems, filtration modules, electrical systems, and specific water play features. The project encompasses a 445m² spray area with 25 different water play elements, including features like Luna Cannon, Helio, Spraylink Jet, and Butterfly installations. The total flow rate is 268.5 GPM, with a complex water management system involving water containment, filtration, UV purification, and chemical control.
The design includes a 3,000-gallon water containment system with integrated water level control, a filtration module with dual pumps and chemical management, and a sophisticated electrical control system using a MaestroPro controller. The mechanical room contains multiple pumps, filters, UV reactors, and chemical reservoirs, with provisions for makeup water, drainage, and comprehensive safety systems. The splash pad is designed with a 5' spray-free perimeter, recommended 1-2% slope towards drainage, and will require coordination between architectural, civil, plumbing, and electrical components. The installation involves precise anchoring methods for each water feature, with specific technical requirements for concrete foundations, water connections, and electrical interfaces.
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Text version
A
B
IA
IA
IB
IB
IB
E
E
E
E
F
F
F
F
G
G
G
H
H
H
H
I
I
J
K
L
M
N
N
O
P
Q
R
S
T
U
71'-1" [260.1m]
99'-11" [365.5m]
5'[1.5m] SPRAY FREE CONCRETE AREA ALL AROUND THE SPLASHPAD
NOTE: QUANTITY AND LOCATION OF DRAINS BASED ON VORTEX RECOMMENDATIONS.
MODIFICATIONS MAY BE REQUIRED DUE TO SPECIFIC SITE CONDITIONS AND/OR LOCAL CODE.
FT-001
TYP. IA
FT-001
TYP. N
FT-001
FT-001
FT-001
FT-001
FT-002
4791 445m²
3527 328m²
PRODUCT LEGEND
SPLASHPAD INFORMATION
TOTAL FLOW :
SPRAY AREA :
TOTAL AREA :
ft² ft²
268.5 GPM
Ref Product
Qty
A
Spray Loop
VOR 0519
B
Rainbow N°2
VOR 0548
IA
Activator N°1
VOR 0612
IB
Playsafe Drain N°4
VOR 1004
E
Spraylink Jet N°1
VOR 3000
F
Spraylink Fan
VOR 3004
G
Spraylink Geyser
VOR 3005
H
Spraylink Fountain
VOR 3007
I
Spraylink Tunnel N°2
VOR 3055
J
Spraylink Curve
VOR 3056
K
Spraylink Cylinder
VOR 3058
L
Spraylink Team N°2
VOR 3060
M
Spraylink Quad N°3
VOR 3064
N
Luna Cannon N°1
VOR 7235
O
Helio N°2
VOR 7237
P
Helio N°6
VOR 7241
Q
Twinsplash
VOR 7242
R
Cascade River
VOR 7249
S
Astra N°3
VOR 7699
T
Helico
VOR 7790
U
Butterfly N°1
VOR 7792
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
A-001
1/8" = 1'-0" 12/Sep/2023
MS
MAB
Spray Zone Layout
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
A-001
1. 5'[1.5M] SPRAY FREE AREA ALL AROUND THE SPLASHPAD
2. RECOMMENDED SLOPE: 1-2% TOWARDS DRAINAGE.
3. COORDINATE THESE DRAWINGS WITH
ARCHITECTURAL , CIVIL, PLUMBING & ELECTRICAL SECTIONS.
SPRAY ZONE & FEATURE PLAN1
Abbreviations
A Architectural
C Civil Work
P
Plumbing Layout
PD
Plumbing Details
E
Electrical Layout
ED Electrical Details
FT
Feature Drawings
Drawing
Drawing Name
Rev
A-001
Spray Zone Layout
A-002
Site Layout
A-003
Equipment Room
Layout
A-004 Anchor Plan 01
C-001 Embed Details 01
C-002 Embed Details 01
C-003 Embed Details 01
P-001
Plumbing Layout
P-002
Plumbing Layout
PD-001
Plumbing Details
PD-002
Plumbing Details
PD-003
Plumbing Details
PD-004
Plumbing Details
PD-005
Plumbing Details
E-001
Electrical Layout
E-002
Electrical Layout
E-003
Bonding Layout
ED-001 Electrical Details 01
FT-001
Feature Drawings
FT-002
Feature Drawings
SPECIFICATIONS FOR CONSTRUCTION
1 GENERAL NOTES
1.1 THESE DESIGN DOCUMENTS WERE PREPARED BY 'VORTEX AQUATIC STRUCTURES
INTERNATIONAL' FOR THE USE OF THEIR CLIENT ONLY. THE MATERIAL USED AND
IDENTIFIED IN THEM REFLECTS VORTEX AQUATIC STRUCTURES INTERNATIONAL'S BEST
JUDGMENT IN LIGHT OF THE INFORMATION AVAILABLE AT THE TIME OF PREPARATION. FOR
THE PURPOSE OFTHESE DESIGN DOCUMENTS, 'VORTEX AQUATIC STRUCTURES
INTERNATIONAL' IS SYNONYMOUS WITH 'VORTEX'.
1.2 VORTEX ACCEPTS NO RESPONSIBILITY FOR DAMAGES, IF ANY, SUFFERED BY ANY
THIRD PARTY AS A RESULT OF DECISIONS MADE OR ACTIONS BASED ON THESE DESIGN
DOCUMENTS WITHOUT THE PREVIOUS CONSULTATION TO VORTEX.
1.3 ALL WORK, MATERIALS AND THEIR ASSEMBLIES SHALL CONFORM TO THE STANDARDS,
REGULATIONS AND CODES CURRENTLY IN FORCE FOR ALL TRADES, AISC, ACNOR, EN, OR
IBC.
1.4 THESE DESIGN DOCUMENTS DO NOT INDICATE THE METHOD OR MEANS OF
CONSTRUCTION. WHEN APPLICABLE, THE CONTRACTORS SHALL SUPERVISE AND DIRECT ALL
THE WORKAND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
PROCEDURES AND SEQUENCES AS PER STANDARD BEST PRACTICES.
1.5 DO NOT SCALE DRAWINGS.
1.6 USE ONLY THOSE MARKED "ISSUED FOR CONSTRUCTION".
1.7 THE CONTRACTOR SHALL REVIEW THESE DESIGN DOCUMENTS AND REPORT ANY
CONFLICTS OR OMISSIONS TO THE VORTEX IMMEDIATELY.
1.8 TEMPORARY SUPPORTS, WHICH WILL BE REQUIRED DURING CONSTRUCTION, SUCH AS
FORMWORK, BRACING, SHORING, ETC. ARE NOT SHOWN ON THESE DRAWINGS AND ARE
THERESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL SAFE CONSTRUCTION PROCEDURES ARE FOLLOWED.
1.9 THE FOLLOWING SPECIFICATIONS ARE VORTEX'S MINIMUM RECOMMENDATIONS TO
OBTAIN A QUALITY PRODUCT. THE CONTRACTOR SHALL FOLLOW THE LOCAL CODES IF MORE
RESTRICTIVE.
1.10 ALL SEEFLOW COMPONENTS TO BE SNUG-TIGHT ONLY. USING POWER TOOLS OR
TIGHTEN HARDWARE FULLY-TENSIONED CAN PRODUCE CRACKING ON THE PLASTIC.
2 EXCAVATION
2.1 ANY SHORING OR TEMPORARY SHORING NOT SHOWN ON DRAWINGS WILL BE
EXECUTED, IN A SAFE MANNER, BY THE GENERAL CONTRACTOR.
2.2 IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE EXISTENCE OF ANY
UNDERGROUND SERVICES ETC.
2.3 IF AVAILABLE, REFER TO SOIL REPORT FOR BACKFILL REQUIREMENTS. ALL BACKFILL
(FOR SLAB ON GRADE, ETC.) MUST BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF AQUALIFIED PROFESSIONAL. USE ONLY FREE DRAINING, GRANULAR,
MINERAL, INERT AND NON- REACTIVE FILL.
3 FOUNDATIONS
3.1 REFER TO SOIL REPORT FOR RECOMMENDATIONS.
3.2 ALL FOOTINGS SHALL REST ON A HOMOGENEOUS LAYER OF UNDISTURBED SOIL OR
ENGINEERED BACKFILL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 100KPA (2000
PSF) AND MAXIMUM DIFFERENTIAL SETTLEMENT OF 0.75" (19mm). ALL ORGANIC MATERIAL
SHALL BE REMOVED.
3.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SOIL AT ALL FOOTING
LOCATIONS BE VERIFIED BY A QUALIFIED SOILS EXPERT BEFORE POURING FOOTINGS TO
ENSUREFOOTINGS REST ON APPROPRIATE STRATA.
3.4 WHEN APPLICABLE, FOLLOW GEOTECHNICAL EXPERT RECOMMENDATIONS FOR ALL
EXTERIOR FOOTINGS TO ENSURE FROST PROTECTION.
4 CONCRETE
4.1 ALL CONCRETE MATERIALS, PROCEDURES, TOLERANCES & WORKMANSHIP SHALL
CONFORM TO THE LATEST ISSUES OF ACI-318 AND ACI 317 OR ACNOR CAN3-A23.1 & A23.2,
DEPENDING ON PROJECT LOCATION.
4.2 CONCRETE THAT HAS BEEN IN THE TRUCKS LONGER THAN 2 HOURS SHALL BE
REJECTED. DO NOT ADD WATER TO THE CONCRETE IN THE TRUCKS OR ON THE SITE UNDER
ANY CIRCUMSTANCES.
4.3 USE MAXIMUM 76mm (3") SLUMP, 19 MM (3/4") AGGREGATE, UNLESS
OTHERWISE-NOTED. USE 5-7% AIR ENTRAINMENT FOR CONCRETE EXPOSED TO WEATHER
ONLY.
4.4 ALL GROUT SHALL BE NON-SHRINK TYPE WITH A MINIMUM 28 DAYS STRENGTH OF
5000 PSI (35.0 MPa). USE 1" (25mm) GROUT UNDER ALL STEEL COLUMN BASE PLATES.
4.5 CONCRETE STRENGTH @ 28 DAYS TO BE:
4.5.1 FOUNDATIONS (FOOTINGS): 25.0 MPa (3500 PSI), UNLESS OTHERWISENOTED.
4.5.2 INTERIOR SLAB ON GRADE: 25.0 MPa (3500 PSI), UNLESS OTHERWISE NOTED.
4.5.3 EXTERIOR SLAB ON GRADE: 28.0 MPa (4000 PSI), UNLESS OTHERWISE NOTED.
4.6 MINIMAL RE-BAR COVER:
4.6.1 CONCRETE POURED ON-GRADE = 76mm (3") COVER
4.6.2 CONCRETE POURED INTO FORMWORK BUT EXPOSED TO SOIL AND WEATHER FOR
REBAR 10M (#3) AND UNDER = 50mm (2") COVER
5 REINFORCING STEEL
5.1 DEPENDING ON PROJECT LOCATION, ALL REINFORCING STEEL SHALL CONFORM TO
ASTM A615 (BARS 15m (#4) TO BE GRADE 60 WITH SUPPLEMENTARY REQUIREMENTS ON S1.
BARS SMALLER THAN 15M (#4), TO BE GRADE 40); OR TO ACNOR GRADE G30.12 [FY =
400MPA (60,000 PSI), UNLESS OTHERWISE NOTED].
5.2 USE CONCRETE, PLASTIC OR STEEL SUPPORT BARS, AS PER ACI (MANUAL OF
STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES). THE RE-BAR PLACER MUST
REMAIN ON-SITE DURING POURS TO VERIFY CORRECT POSITIONING OF RE-BARS. SLANT
UPPER REINFORCING STEEL IN LINE WITH THE SLOPE OF THE SLAB, IF APPLICABLE.
5.3 BARS SHALL BE SECURELY WIRED PER LATEST EDITION OF CRSI (RECOMMENDED
PRACTICE FOR PLACING REINFORCING BARS).
5.4 ALL REINFORCING STEEL IS TO BE KEPT CLEAN AND FREE OF MUD, SNOW, ICE, AND
ANY CONTAMINANTS.
5.5 VERTICAL AND CONTINUOUS REBAR SHALL BE LAPPED TO DEVELOP FULL TENSILE
CAPACITY OF THE BAR. FOR 15m (#4) BARS MINIMUM LAP OF 610mm (24”).
6 EXTERIOR / INTERIOR SLAB ON GRADE
6.1 FOLLOW THE GEOTECHNICAL EXPERT RECOMMENDATIONS FOR PREPARATION OF SOIL
BEFORE POURING THE CONCRETE. ALL GRANULAR MATERIAL SHALL BE MOISTENED
IMMEDIATELY BEFORE POURING THE CONCRETE. WATER AS NEEDED. DO NOT USE A VAPOR
BARRIER.
6.2 NO TRUCKS ARE PERMITTED ON THE CONSTRUCTION SITE (OF THE SLAB) AFTER THE
FINAL COMPACTION, EITHER BEFORE OR DURING, THE POUR.
6.3 SLAB TO BE MINIMUM 6 INCHES THICK, REINFORCED WITH 10m (#3) @ 300mm (12”)
C/C REBAR PLACED IN BOTH DIRECTIONS AT MID-HEIGHT OF THE SLAB, UNLESS OTHERWISE
NOTED ON PLANS.
6.4 REFER TO CONCRETE SECTION FOR MINIMUM COMPRESSIVE STRENGTH AND
AIR-ENTRAINMENT REQUIREMENTS.
6.5 FINISHING WILL BE MEDIUM BROOM.
6.6 CONTROL JOINTS (SAW-CUTS) TO BE LOCATED IN EACH DIRECTION, AT REGULAR
INTERVALS, WITH A MAXIMUM DISTANCE OF 3m (10'). SHALL BE MINIMUM 3mm (1/8")
WIDE AND SHALL PENETRATE THE SLAB TO A MINIMUM DEPTH OF 1/3 OF THE
THICKNESS OF THE SLAB. CONTROL JOINTS SHOULD BE DONE AS SOON AS POSSIBLE
WITHOUT DAMAGING THE CONCRETE,BUT NO LATER THAN 18 HOURS AFTER POURING.
6.7 WHEN POSSIBLE AND TO AVOID SHRINKAGE CRACKING, HUMIDITY SHALL BE
MAINTAINED FOR 7 DAYS DURING THE CURING PERIOD OF THE SLAB. WATER AND USE
POLYETHYLENE CLOTH OR BAG. THE CONCRETE MUST DRY UNIFORMLY.
7 CONCRETE WORK IN COLD OR HOT WEATHER (MINIMUM REQUIREMENTS)
7.1 COLD WEATHER REQUIREMENTS APPLY WHEN THE MEAN AIR IS LESS THAN 5
DEGREES CELSIUS (40 DEGREES FAHRENHEIT).
7.2 GENERAL REQUIREMENTS FOR COLD WEATHER CONCRETE WORK SHALL BE AS
PER ACI 306R-88; OR AS PER THE NBC'S LATEST REQUIREMENTS INCLUDING THE
LATEST ISSUE OF CSA STANDARD CAN3-A23.1.
7.3 ALL SNOW AND ICE SHALL BE REMOVED FROM FORMS AND REBAR WITH STEAM
AND COMPRESSED AIR BEFORE POURING. DO NOT USE DE-ICING SALT (CALCIUM
CHLORIDE) OR ANY OTHER SALTS UNDER ANY CIRCUMSTANCES.
7.4 CONCRETE SHALL HAVE A MINIMUM TEMPERATURE OF 20 DEGREES CELSIUS AND
A MAXIMUM TEMPERATURE OF 25 DEGREES CELSIUS WHILE POURING. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS ARE
SATISFIED. ANY CONCRETE THAT DOES NOT CONFORM MUST BE REJECTED.
7.5 THE SURFACE OF POURED CONCRETE SHALL BE PROTECTED BY MEANS OF
SUITABLE COVERINGS AND INSULATION (TO BE DETERMINED BY TEMPERATURE)
DURING THE CURING PROCESS.
7.6 GENERAL REQUIREMENTS FOR HOT WEATHER CONCRETE WORK SHALL BE AS PER
ACI 305R-99; OR AS PER LOCAL CODE REQUIREMENTS.
8 PIPING
8.1 WQMS AND WCS CONFIGURATION ARE SCHEMATIC AND MAY BE MOVED OR
ADJUSTED ON SITE BY VORTEX CERTIFIED INSTALLER TO ADJUST FOR SITE
CONDITIONS
8.2 ANY REQUIRED BACKFLOW DEVICE, WATER METER OR PRESSURE REGULATOR ON
THE CITY WATER MAIN IS NOT PROVIDED BY VORTEX.
8.3 DISTANCE BETWEEN THE WQMS (PUMPS, MANIFOLD, ETC.) AND THE WATER
CONTAINMENT SYSTEM (WCS) SHALL NOT EXCEED 40 FEET.
8.4 MAKEUP WATER LINE PRESSURE SHOULD NOT EXCEED 50 PSI AND/OR LOCAL
CODE.
8.5 ALL PIPE LINES TO FEATURES TO HAVE 1% MINIMUM RECOMMENDED SLOPE FOR
PROPER WINTERIZATION.
8.6 ALL LINE SIZING (FEATURE CONNECTION TABLE) ASSUMES A MAXIMUM DISTANCE
OF 125 FEET BETWEEN THE WATER DISTRIBUTION MANIFOLD AND THE FURTHEST PLAY
PRODUCT. DISTANCES ABOVE 125 FEET MAY REQUIRE AN INCREASE IN LINE SIZING.
PLEASE CONTACT VORTEX.
8.7 THE LINE DIAMETER FROM DRAIN SHALL BE 6" BASED ON THE MAXIMUM
APPROXIMATE FLOW AT 1% SLOPE. FINAL LOCATION OF DRAIN AND LINE ROUTING ARE
TO BE DETERMINED BY OTHERS.
8.8 PRESSURE LINES ARE RECOMMENDED TO BE SCHEDULE 80 PVC OR PEX, AND
NON-PRESSURE LINES TO BE SCHEDULE 40, UNLESS OTHERWISE REQUESTED BY LOCAL
CODE.
8.9 DRAINAGE LINES ARE RECOMMENDED TO BE SDR 35, UNLESS OTHERWISE
REQUESTED BY LOCAL CODE.
8.11 PIPING SHOULD BE INSPECTED AFTER TRANSPORTATION FOR CUTS, SCRATCHES,
GOUGES OR SPLITS; DAMAGED SECTIONS MUST BE DISCARDED OR CUT OUT.
8.12 PIPE SHALL BE INSTALLED BELOW THE FROST LEVEL NOT LESS THAN 12" (ASTM
F-645) UNLESS OTHERWISE REQUESTED BY LOCAL CODE.
8.13 PIPE INSTALLATION MINIMUM COVER SHOULD BE EVALUATED ACCORDING TO
ASTM D-2774, UNLESS OTHERWISE REQUESTED BY LOCAL CODE.
8.14 SPECIAL CONSIDERATIONS SHOULD BE TAKEN FOR THERMAL CONDITIONS,
EXPANSION AND CONTRACTIONS DUE TO TEMPERATURE SHOULD BE EVALUATED
BEFORE THE INSTALLATION BY THE CONTRACTOR.
8.15 4" CHECK VALVES ARE OPTIONAL AND RECOMMENDED TO EASE THE MAINTENANCE
OF THE Y-STRAINERS. (NOT PROVIDED BY VORTEX)
9 ELECTRICAL
9.1 WIRING FROM THE CONTROLLER TO EACH ACTIVATOR SHALL BE #22 AWG. A
TOTAL OF FIVE (5) CONDUCTORS PER ACTIVATOR.
CABLE LENGTH UP TO 246' (75m), PROVIDED BY VORTEX.
9.2 ALL CONNECTIONS TO THE CONTROLLER AND OTHER VORTEX ELECTRICAL PANEL
PANEL, UNLESS OTHERWISE REQUESTED BY LOCAL CODE.
9.5 USE #8 BARE SOLID COPPER BONDING WIRE BETWEEN FEATURES TO A
GROUNDING ROD IN THE SOIL, TIED INTO REBAR GRID, OR AS PER LOCAL CODE.
SPRAYLINKS FEATURE DO NOT REQUIRE BONDING.
9.6 AS PER ELECTRICAL CONSTRUCTION AND SAFETY CODES: CONTROLLER AND ANY
OTHER ELECTRICAL ENCLOSURES MUST BE HARD-WIRED TO A GROUND FAULT CIRCUIT
INTERRUPTER (GFCI) FROM THE INPUT POWER SOURCE.
9.7 ALL ELECTRICAL WORK SHOULD BE PERFORMED BY A LICENCE ELECTRICIAN IN
ACCORDANCE TO LOCAL ELECTRICAL CONSTRUCTION AND SAFETY CODES.
9.8 THE MAESTROPRO CONTROL PANEL IS POWERED THROUGH A MAESTROPRO POWER
BOX.
9.9 THE POWER CABLE TO MAESTROPRO POWER BOX IS SUPPLIED BY INSTALLER.
9.10 THE MAESTROPRO CONTROL PANEL INTEGRATES 24 DIGITAL OUTPUTS WITH 24
VAC AND 12 DIGITAL INPUTS.
9.11 FOR REMOTE ACCESS ABILITY, A HARD CONNECTION TO AN EXISTING NETWORK
IS REQUIRED USING A CAT 5 CABLE OR A CELLULAR NANO-SIM CARD WITH DATA-PLAN.
8.10 CHEMICAL FEED LINES SHALL NOT EXCEED 30 FEET. TUBING PROVIDED BY
VORTEX AND INSTALLED BY INSTALLER.
SHALL BE PERFORMED USING AN APPROVED NEMA 4X CONNECTOR.
9.3 WIRE FROM MAIN POWER TO VORTEX PANEL TO BE SELECTED AND
INSTALLED BY INSTALLER, RESPECTING THE LOCAL CODE.
9.4 MAINTAIN A MINIMUM CLEARANCE ZONE OF 36" (1m) FRONT OF ELECTRICAL
6/Mar/2025 Installer Responsibilities 04 MRW
SPLASHPAD
MECHANICAL ROOM
Open Lawn
Picnic Area
Parking
I J
I J
S01
S02
S03
S04
S06
S07
S08
S09
S10
S05
S11
S12
S13
S14
S16
S17
S18
S19
S20
S15
S21
S22
S23
S24
S25
T O
S
A
N
IT
A
R
Y P
-T R
A
P
V
IA
A
IR
G
A
P
(B
Y
IN
S
T A
L L E R
CONNECT TO MAIN ELECTRICAL
PANEL (BY INSTALLER)
8" D
RAIN
LIN
E
(BY IN
STALLER
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
OUTPUTOUTPUT
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
PLAY-PRODUCT-REF
MANIFOLD_OUTPUT_REF
6" DRAIN LINE
TYP. FROM IB
(BY INSTALLER)
8" DRAIN LINE
(BY INSTALLER)
S01
S02
S03
S04
S05
S06
S07
S08
S09
S10
S11
S12
S13
S14
S15
S16
S17
S18
S19
S20
S21
S22
S23
S24
S25
D
EB
R
IS
T R A P
W A
TER
C O
N
TA
IN
M
EN
T S
YS
TEM
A-002
SITE PLAN1
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
A-002
3/32"=1'-0" 06/March/2024
BR
MAB
Site Layout
11/July/2023
Issued for Approval 00
BR
MS
Issued for Permit
18/Aug/2023
12/Sep/2023 Issued for Bid
MS
BR
Issued for Addenda 00 06/March/2024
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
6/Mar/2025 Installer Responsibilities 04 MRW
IH1
IH3
ID1
IF
IE
IC
IH2
IG2
ID3
ID2
ID4
IJ
SEE SPEC. 9.4
SEE SPEC. 9.4
1,2,3,4
PD-002
1,2,3
PD-003
PD-003
PD-003
1,2
PD-004
3,4
PD-004
3,4
PD-004
1,2,3
PD-005
PD-005
1,2
ED-001
SEE SPEC. 9.4
IJ
Product Legend
Product
Ref.
Product
Qty
IC
Feature Module
VOR 33920.0040
ID1
MaestroPro Controller
24out/12in
V0R-33923.4110
ID2
MaestroPro Expansion
24out/12in
V0R-33923.4110
ID3,ID4
MaestroPro Power Box
24out/12in
V0R-33923.4110
IE
Filtration Module
VOR-33927.0040
IF
Manifold Module
VOR- 33921.0200
IG2
Debris Trap Junction Box
VOR-5322.0000
II1
Purify Module Reactor
VOR-UVM-04
II2
Purify Module Controller
VOR-UVM-04
II3
Flow Meter Ensure to Respect Minimum
Straight Pipe Length of 42"
(Installed by Installer)
IJ
Above Ground Chemical Reservoir 50
Gallons
VOR-44100.0000
Solenoid Valve with Ball Valve
VOR 33921.8000
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
A-003
1/2"=1'-0" 12/Sep/2023
MS
MAB
Equipment Room Layout
11/July/2023
Issued for Approval 00
BR
MS
Issued for Permit
18/Aug/2023
12/Sep/2023 Issued for Bid
MS
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
A-003
1. SEE SPECIFICATIONS ON A-001
2. NEW BUILDING WALL.
EQUIPMENT ROOM LAYOUT1
SAFESWAP No2(2)
SAFESWAP No2(2)
A
SAFESWAP No2(6)
B
SAFESWAP No2
IA
SAFESWAP No2
IA
IB
IB
IB
E
E
E
E
F
F
F
F
G
G
G
H
H
H
H
I
I
J
K
L
M
SAFESWAP No2
N
SAFESWAP No2
N
SAFESWAP No2
O
INSTALLATION KIT 55000.0433
P
SAFESWAP No1
Q
SAFESW
AP N
R
INSTALLATION KIT 55000.0433
S
SAFESWAP No2
T
SAFESWAP No1
U
71'-1" [260.1m]
99'-11" [365.5m]
C-002
C-001
C-001
TYP. IA,N,O,T
C-001
TYP. E,F,G,H
C-001
TYP. I
C-002
2,5TYP.A
C-001
2,6
C-002
C-002
C-002
C-003
C-001
C-003
TYP. IB
SEE TWINSPLASH INSTALLATION
DRAWING
FOR SAFESWAPS POSITIONS
SEE RAINBOW No.2 INSTALLATION
DRAWING
FOR SAFESWAPS POSITIONS
SEE SPRAY LOOP INSTALLATION
DRAWING
FOR SAFESWAPS POSITIONS
SEE CASCADE RIVER INSTALLATION
DRAWING
FOR SAFESWAPS POSITIONS
C-001
C-002
C-003
TYP. P,N,S
Ref Product
Qty
A
Spray Loop
VOR 0519
B
Rainbow N°2
VOR 0548
IA
Activator N°1
VOR 0612
IB
Playsafe Drain N°4
VOR 1004
E
Spraylink Jet N°1
VOR 3000
F
Spraylink Fan
VOR 3004
G
Spraylink Geyser
VOR 3005
H
Spraylink Fountain
VOR 3007
I
Spraylink Tunnel N°2
VOR 3055
J
Spraylink Curve
VOR 3056
K
Spraylink Cylinder
VOR 3058
L
Spraylink Team N°2
VOR 3060
M
Spraylink Quad N°3
VOR 3064
N
Luna Cannon N°1
VOR 7235
O
Helio N°2
VOR 7237
P
Helio N°6
VOR 7241
Q
Twinsplash
VOR 7242
R
Cascade River
VOR 7249
S
Astra N°3
VOR 7699
T
Helico
VOR 7790
U
Butterfly N°1
VOR 7792
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
A-004
3/8"=1'-0" 12/Sep/2023
MS
MAB
Anchor Plan
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
A-004
1. REFER TO SPECIFICATIONS ON A-001
2. COORDINATE THESE DRAWINGS WITH
ARCHITECTURAL, CIVIL, PLUMBING & ELECTRICAL SECTIONS.
ANCHOR PLAN1
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
C-001
N.T.S.
12/Sep/2023
MS
MAB
Embed Details
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
ANCHORING LOCATIONS
INSTALLATION TEMPLATE (TOOL KIT #55002.1166)
REFER TO MAINTENANCE MANUAL FOR INSTRUCTIONS ON
INSTALLATION DETAIL AND TOOL KIT #55002.1166 MUST BE USED
DURING CONCRETE POURING FOR THE PLACEMENT OF THE
SAFESWAP TO ENSURE CORRECT PLACEMENT FOR FEATURES.
PLAN VIEW
FRONT ELEVATION VIEW
SIDE ELEVATION VIEW
5'-4" [162cm]5'-4" [162cm]
TYPICAL ANCHORING SAFESWAP Nº2 (2X)
TOEGUARD™
4'-6" [137cm]4'-6" [137cm]6'-3" [191cm]6'-3" [191cm]
11" [27cm]
C-001
VOR-0519.2XXX
Spray Loop5
TOEGUARD™
ANCHORING LOCATIONS
3'-5" [104cm]
13'-11" [424cm]
5'-5" [165cm]
INSTALLATION TEMPLATE (TOOL KIT #55002.0790)
REFER TO MAINTENANCE MANUAL FOR INSTRUCTIONS
ON INSTALLATION DETAIL AND TOOL KIT #55002.079
MUST BE USED DURING CONCRETE POURING FOR THE
PLACEMENT OF THE SAFESWAP TO ENSURE CORRECT
PLACEMENT FOR FEATURES.
6'-9" [205cm]
TYPICAL ANCHORING SAFESWAP Nº2
3'-5" [104cm]
13'-11" [424cm]
5'-5" [165cm]
6'-9" [205cm]
FRONT ELEVATION VIEW SIDE ELEVATION VIEW
PLAN VIEW
13' [396cm]13' [396cm]
12' [366cm]12' [366cm]
11' [335cm]11' [335cm]
C-001
VOR-0548.2XXX
Rainbow No.2
3" [8cm]
9" [23cm]
TOP OF
ANCHOR STUD
3' [91cm]
SLOPE
4 X
" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR
STUDS WITH HARDWARE.
DRILL & EPOXY GROUT STUDS (DONE BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
3" x 24" x 24" (0.075x0.61m x0.61m) CONCRETE LEVELING
BASE. (SUPPLIED BY INSTALLER).
CONCRETE SURFACE. VERIFY LOCAL CODES FOR
TYPE, THICKNESS & REINFORCEMENT
REQUIREMENTS
SAFESWAP™ ANCHORING SYSTEM
TO BE INSTALLED LEVEL, PLUMB & FLUSH
TO FINISHED GRADE DIA.10
" (259mm)
(IF IT'S INSTALLED ON A SLOPE , SEE DETAIL 1 & 2)
" (10mm) EARTH GROUNDING STUD
1'-3" [38cm] MIN
SLOPE
WATER LINE INLET 2" (51mm) NPT. (FEMALE) MIN. 2º SLOPE
BACK TO WATER SUPPLY. REFER TO CONSTRUCTION
DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION
SUPPLIED BY INSTALLER)
#4 (15M) REBAR
12'' (30cm) C/C BOTH DIRECTIONS
3'(91cm) LENGTH (SUPPLIED BY INSTALLER)
1'-3" [38cm] MIN
WATER LINE
AND CONNECTION
SAFESWAP ANCHORING DETAIL
TOP OF SAFESWAP TO BE INSTALLED
LEVEL (NOT ON A SLOPE)
NON-SHRINK GROUT
SAFESWAP ANCHORING DETAIL
TOEGUARD
NON-SHRINK
GROUT
C-001
VOR-55000.0430
Safeswap No. 1 Anchor TYP.1
3" [8cm]
9" [23cm]
TOP OF
ANCHOR STUD
3' [91cm]
CONCRETE SLAB
SLOPE
4 X
" (20mm) S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE.
DRILL & EPOXY GROUT STUDS (DONE BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
3" x 24" x 24" (0.075x0.61m x0.61m) CONCRETE LEVELING
BASE. (SUPPLIED BY INSTALLER).
" (10mm) BONDING STUD
1'-3" [38cm] MIN
SLOPE
WATER LINE INLET 2" (51mm) NPT. (FEMALE)
MIN. 2º SLOPE BACK TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS FOR
LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
#4 (15M) REBAR
12'' (30cm) C/C BOTH DIRECTIONS
3'(91cm) LENGTH (SUPPLIED BY INSTALLER)
1'-3" [38cm] MIN
WATER LINE AND
CONNECTION
SAFESWAP™ ANCHORING SYSTEM TO BE
INSTALLED LEVEL, PLUMB & FLUSH TO FINISHED
GRADE DIA.7
" (191mm)
(IF IT'S INSTALLED ON A SLOPE , SEE DETAIL 1 & 2)
SAFESWAP ANCHORING DETAIL
TOP OF SAFESWAP TO BE INSTALLED
LEVEL (NOT ON A SLOPE)
NON-SHRINK GROUT
SAFESWAP ANCHORING DETAIL
TOEGUARD
NON-SHRINK
GROUT
CONCRETE SURFACE. VERIFY LOCAL CODES FOR
TYPE, THICKNESS & REINFORCEMENT
REQUIREMENTS
FRONT ELEVATION VIEW
C-001
VOR-55000.0570
Safeswap No. 2 Anchor TYP.2
C-001
Spraylink Anchor - (1 1/2" Inlet)3
3 X
" [10mm] S.S HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE.
DRILL & EPOXY GPOXY GROUT STUDS.
(DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE, THICKNESS & REINFORCEMENT EQUIPMENTS.
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER).
3" X 12" X 12" [0.076m X 0.3m X 0.3m].
CONCRETE LEVELING BASE.
(SUPPLIED BY INSTALLER).
1'-3" [37cm]
7" [18cm]
TOP OF ANCHOR STUD
CONCRETE SLAB
FRONT ELEVATION VIEW
'' [40mm] WATER LINE INLET AND
CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION
DOCUMENTS FOR DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO
SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER.
PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY
NO EARTH GROUNDING AND NO BONDING RECOMMENDED FOR SPRAYLINK
TM
SYSTEM
FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
4) AFTER CONCRETE POURING, INSTALL NOZZLES AND STAINLESS STEEL RINGS.
SLOPE
MIN 1%
PLAN VIEW
5" [13cm]
1' [29cm]
KEEP THE WINTERCAP INSTALLED
DURING CONCRETE POURING
C-001
VOR-3055
Spraylink Tunnel No.24
1'-3" [37cm]
7" [18cm]
TOP OF
ANCHOR
STUD
3" X 12" X 12" [0.076m X 0.3m X 0.3m]
CONCRETE LEVELING BASE
(SUPPLIED BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
16 X
" [10mm] S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY
GROUT STUDS (DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
'' [40mm] WATER LINE INLET AND
CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS
FOR LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
PLAN VIEW
FRONT ELEVATION VIEW
9'-2" [278cm]
5" [13cm]
CONCRETE
SLAB
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY NO EARTH GROUNDING AND NO BONDING RECOMMENDED FOR SPRAYLINK
TM
SYSTEM. FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
KEEP THE WINTERCAPS INSTALLED DURING THE CONCRETE POURING
NOZZLE
STAINLESS STEEL RING
AFTER CONCRETE POURING INSTALL NOZZLES AND STAINLESS STEEL RINGS
SLOPE
MIN 1%
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
C-002
N.T.S.
12/Sep/2023
MS
MAB
Embed Details
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
C-002
VOR-3056
Spraylink Curve1
1'-3'' [37cm]
7'' [18cm]
TOP OF
ANCHOR STUD
3" X 12" X 12" [0.076m X 0.3m X 0.3m]
CONCRETE LEVELING BASE
(SUPPLIED BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
6 X
" [10mm] S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY
GROUT STUDS (DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
'' [40mm] WATER LINE INLET AND
CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS
FOR LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
2'-8'' [81cm]
3'-10'' [118cm]
CONCRETE SLAB
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO
SERVICE PROVIDERS OTHER THAN THE EQUIPMENT
MANUFACTURER. PLEASE REFER TO PROJECT
SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY NO EARTH GROUNDING
AND NO BONDING RECOMMENDED FOR SPRAYLINK
TM
SYSTEM
FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
KEEP THE WINTERCAPS
INSTALLED DURING THE
CONCRETE POURING
NOZZLE
STAINLESS STEEL RING
AFTER CONCRETE POURING
INSTALL NOZZLES AND
STAINLESS STEEL RINGS
SLOPE
MIN 1%
C-002
VOR-3058
Spraylink Cylinder2
1'-3'' [37cm]
7'' [18cm]
TOP OF
ANCHOR STUD
3" X 12" X 12" [0.076m X 0.3m X 0.3m]
CONCRETE LEVELING BASE
(SUPPLIED BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
12 X
" [10mm] S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY
GROUT STUDS (DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
'' [40mm] WATER LINE INLET AND
CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS
FOR LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
PLAN VIEW
FRONT ELEVATION VIEW
4'-3'' [130cm]
4'-3" [130cm]
CONCRETE
SLAB
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO
SERVICE PROVIDERS OTHER THAN THE EQUIPMENT
MANUFACTURER. PLEASE REFER TO PROJECT
SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY NO EARTH
GROUNDING AND NO BONDING RECOMMENDED
FOR SPRAYLINK
TM
SYSTEM
FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
4)AFTER CONCRETE POURING, INSTALL NOZZLES
AND STAINLESS STEEL RINGS.
KEEP THE WINTERCAPS
INSTALLED DURING THE
CONCRETE POURING
(TYP.)
NOZZLE
STAINLESS STEEL RING
AFTER CONCRETE POURING
INSTALL NOZZLES AND
STAINLESS STEEL RINGS
(TYP.)
PLAN VIEW
SLOPE
MIN 1%
3" X 12" X 12" [0.076m X 0.3m X 0.3m]
CONCRETE LEVELING BASE
(SUPPLIED BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
9 X
" [10mm] S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY
GROUT STUDS (DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
'' [40mm] WATER LINE INLET AND CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS FOR LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
PLAN VIEW
FRONT ELEVATION VIEW
CONCRETE
SLAB
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT MANUFACTURER. PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY NO EARTH GROUNDING AND NO BONDING RECOMMENDED FOR SPRAYLINK
TM
SYSTEM. FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
KEEP THE WINTERCAPS INSTALLED DURING THE CONCRETE POURING (TYP.)
NOZZLE
STAINLESS STEEL RING
AFTER CONCRETE POURING, INSTALL NOZZLES AND STAINLESS STEEL RINGS (TYP.)
SLOPE
MIN 1%
5" [13cm]
5'-2" [156cm]
1'-3" [37cm]
7" [18cm]
TOP OF
ANCHOR STUD
C-002
VOR-3060
Spraylink Team No.23
C-002
VOR-3064
Spraylink Quad No.34
1'-3" [37cm]
7" [18cm]
TOP OF
ANCHOR STUD
3" X 12" X 12" [0.076m X 0.3m X 0.3m]
CONCRETE LEVELING BASE (TYP.)
(SUPPLIED BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
12 X
" [10mm] S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY
GROUT STUDS (DONE BY INSTALLER)
CONCRETE SURFACE.
VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
'' [40mm] WATER LINE INLET AND
CONNECTION TO WATER SUPPLY.
REFER TO CONSTRUCTION DOCUMENTS
FOR LINE SIZE DETAILS.
(LINE CONNECTION SUPPLIED BY INSTALLER)
PLAN VIEW
FRONT ELEVATION VIEW 2'-6" [77cm]
2'-6" [77cm]
SLOPE
MIN 1%
CONCRETE
SLAB
NOTES:
1) “BY INSTALLER/BY CONTRACTOR“ MAY REFER TO
SERVICE PROVIDERS OTHER THAN THE EQUIPMENT
MANUFACTURER. PLEASE REFER TO PROJECT
SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
2) POLYMER ENCAPSULATED ASSEMBLY
NO EARTH GROUNDING AND NO BONDING RECOMMENDED
FOR SPRAYLINK
TM
SYSTEM
FOLLOW LOCAL CODE
3) REFER TO INSTALLATION GUIDE FOR MORE DETAILS.
KEEP THE
WINTERCAPS
INSTALLED
DURING THE
CONCRETE POURING
NOZZLE
STAINLESS STEEL RING
AFTER CONCRETE
POURING INSTALL
NOZZLES AND
STAINLESS STEEL RINGS
PLAN VIEW
FRONT ELEVATION VIEW
SIDE ELEVATION VIEW
3'-9" [114cm]
TOEGUARD™
ANCHORING DETAIL
4'-9" [144cm]4'-9" [144cm]
9'-11" [303cm]
15'-2" [463cm]
TYPICAL ANCHORING SAFESWAP Nº1
3' [91cm]
ANCHORING LOCATION
Ø10
" [Ø26cm]
GASKET 1/8" THK.
" [13cm]
Ø7
" [Ø19cm]
CONCRETE SLAB
(X4) MECHANICAL ANCHOR
" (16mm) x 6" (152mm)
DRILL & EPOXY GROUT STUDS
(DONE BY INSTALLER)
CONCRETE SURFACE. VERIFY LOCAL CODES FOR
TYPE, THICKNESS & REINFORCEMENT
REQUIREMENTS
ANCHORING DETAIL
C-002
VOR-7242.2XXX
Twinsplash5
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
C-003
N.T.S.
12/Sep/2023
MS
MAB
Embed Details
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
PLAN VIEW
FRONT ELEVATION VIEW
SIDE ELEVATION VIEW
ANCHORING LOCATIONS
3'-11" [118cm]
TYPICAL ANCHORING
SAFESWAP Nº2
12'-9" [389cm]
ANCHORING
DETAIL Nº1
ANCHORING
DETAIL Nº1
8' [243cm]
4' [121cm]
2'-8" [82cm]
1°
REF.
1'-10" [57cm]
1'-10" [57cm]
5'-5" [164cm]
1°
REF.
4'-10" [147cm]
55000.0850 - INSTALLATION KIT FOR CASCADE RIVER
USE TO POSITION THE MECHANICAL ANCHORS
AND THE GROUDING / BONDING WIRES
FLIP THE JIG UPSIDE DOWN FOR THE OTHER SIDE
UPSIDE DOWN JIG
GROUNDING / BONDING WIRE
POSITION
GROUNDING / BONDING WIRE
POSITION
" (10mm) EARTH
GROUNDING STUD
" (16mm) MECHANICAL
ANCHORS
LEVELING CAN BE ACHIEVED
USING
" (16mm)
LEVELING NUTS
(SUPPLIED AND DONE
BY INSTALLER)
CONCRETE SLAB
CONCRETE SURFACE.
VERIFY LOCAL CODES
FOR TYPE, THICKNESS
& REINFORCEMENT
REQUIREMENTS
ANCHORING DETAIL Nº1 SAFESWAP Nº2 DETAIL
TOP OF SAFESWAP
TO BE INSTALLED LEVEL
(NOT ON A SLOPE)
NON-SHRINK
GROUT
TOEGUARD
NON-SHRINK
GROUT
C-003
VOR-7249.2XXX
Cascade River
3" [8cm]
9" [23cm]
TOP OF
ANCHOR STUD
3' [91cm]
SLOPE
4 X
" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR
STUDS WITH HARDWARE.
DRILL & EPOXY GROUT STUDS (DONE BY INSTALLER)
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
3" x 24" x 24" (0.075x0.61m x0.61m) CONCRETE LEVELING
BASE. (SUPPLIED BY INSTALLER).
CONCRETE SURFACE. VERIFY LOCAL CODES FOR
TYPE, THICKNESS & REINFORCEMENT
REQUIREMENTS
SAFESWAP™ ANCHORING SYSTEM
TO BE INSTALLED LEVEL, PLUMB & FLUSH
TO FINISHED GRADE DIA.10
" (259mm)
(IF IT'S INSTALLED ON A SLOPE , SEE DETAIL 1 & 2)
" (10mm) EARTH GROUNDING STUD
1'-3" [38cm] MIN
SLOPE
WATER LINE INLET 2" (51mm) NPT. (FEMALE) MIN. 2º SLOPE
BACK TO WATER SUPPLY. REFER TO CONSTRUCTION
DOCUMENTS FOR LINE SIZE DETAILS. (LINE CONNECTION
SUPPLIED BY INSTALLER)
#5 (15M) REBAR
12'' (30cm) C/C BOTH DIRECTIONS
3'(91cm) LENGTH (SUPPLIED BY INSTALLER)
1'-3" [38cm] MIN
WATER LINE
AND CONNECTION
SAFESWAP ANCHORING DETAIL
TOP OF SAFESWAP TO BE INSTALLED
LEVEL (NOT ON A SLOPE)
NON-SHRINK GROUT
SAFESWAP ANCHORING DETAIL
TOEGUARD
NON-SHRINK
GROUT
C-003
VOR-55000.0433
Heavy Duty Safeswap No.1. Installation Kit3
9" [23cm]
TOP OF
ANCHOR STUD
2'-6" [77cm]
4 X 1/2" (13mm) S.S. HEIGHT & LEVELING CONTROL
ANCHOR STUDS WITH HARDWARE.(BY VORTEX)
DRILL & EPOXY GROUT STUDS (DONE BY INSTALLER)
3" x 30" x 30" (0.075x0.76m x0.76m) CONCRETE
LEVELING BASE. (SUPPLIED BY INSTALLER).
CONCRETE SURFACE. VERIFY LOCAL CODES FOR TYPE,
THICKNESS & REINFORCEMENT REQUIREMENTS
(BY INSTALLER)
VIBRATE WELL THE CONCRETE AROUND THE DRAIN
ANCHORING SYSTEM TO BE INSTALLED LEVEL, PLUMB
& FLUSH TO FINISHED GRADE(BY INSTALLER)
" (10mm) BONDING STUD
CONCRETE SLAB
WATER LINE OUTLET 6" (152mm). MIN. 1% SLOPE.
(LINE CONNECTION SUPPLIED BY INSTALLER)
2'-1" [64cm] MIN
MIN 1% SLOPE
PLAN VIEW
FRONT ELEVATION VIEW
3'-10
" [118cm]
COMPACTED GRANULAR
(SUPPLIED BY INSTALLER)
" [15cm]
MIN
" [2cm]
MIN
Note:
1- Cover plate must be install during concrete pouring.
STRAINER BASKET
PART #: 33400.2100
STAINLESS STEEL 304 | THICKNESS: 14 GA
SQUARE OPENINGS: 0.15'' (3.8mm)
(SOLD SEPARATELY)
ADD SIKAFLEX MARINE GRADE SILICONE SEALANT
ON THE OUTSIDE AND ON THE INSIDE:
- BETWEEN DRAINAGE BOX & SEAL
- BETWEEN SEAL & SUPPLIED 6'' PIPE
(LEAVE THE 6 '' PIPE EXTENDED BY 1/2'' FROM THE
SEAL INSIDE THE DRAINAGE BOX)
ADD SIKAFLEX MARINE GRADE SILICONE SEALANT
ON THE OUTSIDE AND ON THE INSIDE:
- BETWEEN DRAINAGE BOX & SEAL
- BETWEEN SEAL & SUPPLIED 6'' PIPE
(LEAVE THE 6 '' PIPE EXTENDED BY 1/2'' FROM THE
SEAL INSIDE THE DRAINAGE BOX)
C-003
VOR-1004.4000
Playsafe Drain No. 42
S05A
S05A
S17 B
IA1
IA2
IB
IB
IB
S04E
S04E
S02E
S02 E
S09F
S09F
S06 F
S06 F
S24 G
S23 G
S23G
S15H
S15H
S16H
S16 H
S12I
S25I
S08J
S14K
S21L
S20M
S11
N
S18N
S07
O
S10 P
S13 Q
S01R
S19
S
S22T
S03U
6" DRAIN LINE
TYP. FROM IB
(BY INSTALLER)
8" DRAIN LINE
(BY INSTALLER)
8" DRAIN LINE
(BY INSTALLER)
Feature Connection Table
Manifold
Output
Ref.
Solenoid
Valve
Feature
Ref.
Feature
Qty
Line Size
Gpm
S01 1 1/2" Std
R
Cascade River
VOR 7249
1 1/2"
S02 1 1/2" Std
E
Spraylink Jet N°1
VOR 3000
1 1/2"
S03 1 1/2" Std
U
Butterfly N°1
VOR 7792
1 1/2" 6.5
S04
1 1/2" Std
E
Spraylink Jet N°1
VOR 3000
1 1/2"
S05 1 1/2" Std
A
Spray Loop
VOR 0519
1 1/2"
S06
1 1/2" Std
F
Spraylink Fan
VOR 3004
1 1/2"
S07 1 1/2" Std
O
Helio N°2
VOR 7237
1 1/2"
S08
1 1/2" Std J
Spraylink Curve
VOR 3056
1 1/2"
9.5
S09
1 1/2" Std
F
Spraylink Fan
VOR 3004
1 1/2"
S10
1 1/2" Std
P
Helio N°6
VOR 7241
1 1/2"
S11
1 1/2" Std
N
Luna Cannon N°1
VOR 7235
1 1/2"
6.5
S12
1 1/2" Std
I
Spraylink Tunnel N°2
VOR 3055
1 1/2"
S13 1 1/2" Std
Q
Twinsplash
VOR 7242
1 1/2"
S14 1 1/2" Std
K
Spraylink Cylinder
VOR 3058
1 1/2"
S15 1 1/2" Std
H
Spraylink Fountain
VOR 3007
1 1/2"
S16 1 1/2" Std
H
Spraylink Fountain
VOR 3007
1 1/2"
S17
1 1/2" Std
B
Rainbow N°2
VOR 0548
1 1/2"
22.5
S18
1 1/2" Std
N
Luna Cannon N°1
VOR 7235
1 1/2"
6.5
S19
1 1/2" Std
S
Astra N°3
VOR 7699
1 1/2" 17.5
S20 1 1/2" Std
M
Spraylink Quad N°3
VOR 3064
1 1/2"
8.5
S21 1 1/2" Std
L
Spraylink Team N°2
VOR 3060
1 1/2"
S22
1 1/2" Std T
Helico
VOR 7790
1 1/2"
S23
1 1/2" Std G
Spraylink Geyser
VOR 3005
1 1/2"
S24
1 1/2" Std
G
Spraylink Geyser
VOR 3005
1 1/2"
S25
1 1/2" Std
I
Spraylink Tunnel N°2
VOR 3055
1 1/2"
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
P-001
3/16"=1'-0" 06/March/2024
BR
MAB
Plumbing Layout
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
06/March/2024 Issued for Addenda 00
BR
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
WATER LINE
DRAIN LINE
P-001
1. REFER TO SPECIFICATIONS ON A-001
2. COORDINATE THESE DRAWINGS WITH
ARCHITECTURAL, CIVIL, PLUMBING & ELECTRICAL SECTIONS.
PLUMBING LAYOUT1
IH1
IH3
ID1
IF
IE
IC
IH2
IG2
ID3
ID2
ID4
IJ
H6
TO SANITARY P-TRAP
VIA AIR GAP
(BY INSTALLER)
L R
L R
L R
L R
L R
L R
L R
L R
L R
1,2,3
PD-005
1,2,3,4
PD-001
IG1
LR
H3
H4
H1
H5
H7
H2
IH
LR
LR
LR5
LR
LR
LR
-20.4"
(-52cm)
-62.5"
(-158cm)
-63.3"
(-161cm)
-32"
(-81.2cm)
-62.5"
(-158cm)
-41"
(-104cm)
-78.3"
(-199cm)
-32"
(-81.2cm)
-37"
(-84cm)
-62.5"
(-158cm)
IJ
Product Connection Table
Product Ref
(Start Point)
Product
Product Connection Ref.
(Connection Size)
Product Ref.
(Termination
Point)
Product
Product Connection Ref.
(Connection Size)
Line Ref.
(Size)
IH-H2
Water Containment
System (3000G)
VOR-5311.0000
Feature Pump Suction
(6" Slip M.ASTM)
IC
Feature Pump Module
VOR-33920.0040
Effluent
(6" Slip M.ASTM)
LR1 (6")
IC
Feature Pump Module
VOR-33920.0040
Effluent
(2x4" Slip M.ASTM)
II1
Purify Module Reactor
VOR-UVM-04
Influent
(6" Slip F.ASTM)
LR2 (6")
II1
Purify Module Reactor
VOR-UVM-04
Effluent
(6" Slip F.ASTM)
IF
Manifold Module
VOR- 33921.0200
Influent
(2x4" Slip M.ASTM)
LR3 (2x4")
IF
Manifold Module
VOR- 33921.0200
Effluent
(3" Slip M.ASTM)
IH-H3
Water Containment
System (3000G)
VOR-5311.0000
Bypass
(3" FNPT)
LR4 (3")
IG1
Debris Trap with Rain
Diverter Valve
VOR-5322.0000
Gasket Connection
(10")
IH-H1
Water Containment
System (3000G)
VOR-5311.0000
Main Drain Return
(10" Slip M.ASTM)
LR5 (10")
IH-H4
Water Containment
System (3000G)
VOR-5311.0000
Effluent
(4" FNPT)
IE
Filtration Module
VOR-33927.0040
Influent
(4" Slip M.ASTM)
LR6 (4")
IE
Filtration Module
VOR-33927.0040
Effluent
(4" Slip M.ASTM)
IH-H5
Water Containment
System (3000G)
VOR-5311.0000
Filter Return
(3" FNPT)
LR7 (3")
City Water
Line
N/A
IH-H6
Water Containment
System (3000G)
VOR-5311.0000
Fresh Water
(1" FNPT)
LR8 (1")
IH-H7
Water Containment
System (3000G)
VOR-5311.0000
Overflow
(4" FNPT)
To Sanitary
N/A
LR9 (4")
IE
Filtration Module
VOR-33927.0040
Effluent
(2x3" Slip F.ASTM)
To Sanitary
N/A
LR10 (2x3")
Product Legend
Product
Ref.
Product
Qty
II3
Flow Meter Ensure to Respect Minimum
Straight Pipe Length of 42"
(Installed by Installer)
IJ
Above Ground Chemical Reservoir 50
Gallons
VOR-44100.0000
Date
Revision Description
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
P-002
3/8"=1'-0" 06/March/2024
MS
MAB
Plumbing Layout
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
06/March/2024 Issued for Addenda 00
BR
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
WATER LINE
DRAIN LINE
P-002
1. REFER TO SPECIFICATIONS ON A-001
2. COORDINATE THESE DRAWINGS WITH
ARCHITECTURAL, CIVIL, PLUMBING & ELECTRICAL SECTIONS.
PLUMBING LAYOUT1
1" MAKEUP WATER LINE
WITH BACKFLOW PREVENTOR
(BY INSTALLER)
6/Mar/2025 Installer Responsibilities 04 MRW
TO CATCH BASIN
CB-5 WITH BACKWATER VALVE
(BY INSTALLER)
4" TO STORM WITH
BACKWATER VALVE
IF LOCAL CODE REQUIRED
(BY INSTALLER)
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
PD-001
N.T.S.
12/Sep/2023
MS
MAB
Plumbing Details
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
16'-1" [490cm]
5'-0
" [154cm]
6'-1" [185cm]
O.D.SHELL
6'-3" [190cm]
O.D.RIB
A A
19'-1" [582cm] EXCAVATION LENGTH
LOCKABLE ACCESS DOOR ALUMINUM COVER AND FRAME
6" [15cm]
6" [15cm]
1'-1" [33cm]
NO TRAFFIC LOAD
PRIMARY BACKFILL
CRUSHED STONE 1/2'' NET.
CONCRETE SLAB (BY INSTALLER)
2'-2" [66cm]
9'-10
" [301cm]
EXCAVATION
HEIGHT
6" [15cm]
(2X) STRAPS WITH TURNBUCKLES & (4X) U-BOLTS
ANCHORING SYSTEM (BY VORTEX)
CONCRETE SURFACE, VERIFY LOCAL CODES FOR
TYPE, THICKNESS & REINFORCMENT REQUIRMENTS.
10'-2" [310cm]
SECTION A-A
3'-1" [94cm]
9'-3" [282cm]
EXCAVATION
WIDTH
H7
H5
H2
H6
H4
H1
H3
H4
H2
1'-7
" [50cm]
3'-6" [107cm]
℄ REF.
6'-0
" [184cm]
℄ REF.
3'-6" [107cm]
℄ REF.
3'-8
" [113cm]
℄ REF.
3'-8
" [113cm]
℄ REF.
" [22cm]
1'-7" [48cm]
1'-1" [33cm]
ANCHOR STRAP LOCATION
1'-7
" [50cm]
5'-4
" [164cm]
PD-001
VOR-5311.0000R07
Water Containment System 3000G1
PD-001
VOR-5311.0000R07
Water Containment System 3000G2
PD-001
VOR-5311.0000R07
Water Containment System 3000G3
PD-001
VOR-5311.0000R07
Water Containment System 3000G4
3'-5" [104cm]
℄ REF.
5'-2
" [158cm]
℄ REF.
1'-1" [33cm]
" [22cm]
1'-8
" [52cm]
℄ REF.
6'-6
" [199cm]
℄ REF.
8'-4" [254cm]
5'-2
" [158cm]
℄ REF.
5'-3
" [161cm]
℄ REF.
INTEGRATED ACCESS LADDER
AUTOMATED WATER LEVEL CONTROL SYSTEM.
CRUSHED STONE 1/2'' NET
PRIMARY BACKFILL
ALL PIPING & CONNECTION TO THE TANK ARE PROVIDED BY INSTALLER
UNDISTURBED SOIL
INTEGRATED CHECK VALVES
WITH WINTERIZING DRAIN VALVES
6'-4" [193cm]
MAIN DRAIN RETURN
DESCRIPTION
PLAY PRODUCT PUMP SUCTION OUTLET
BYPASS RETURN
FILTER PUMP SUCTION OUTLET
FILTER RETURN
FRESH WATER INLET
OVERFLOW OUTLET
LINE
H 1
H 2
H 3
H 4
H 5
H 6
H 7
SIZE HEIGHT FROM C/L
10"
6"
3"
4"
3"
1"
4"
-1"
-16"
40"
14"
H7
H1
H3
H2
H6
H4
H5
TYPE
SLIP M.ASTM
SLIP M.ASTM
SLIP M.ASTM
SLIP M.ASTM
SLIP M.ASTM
FNPT
SLIP M.ASTM
B B
4'-5
" [137cm]
3' [91cm]
6" [15cm]
3" [8cm]
4'-5
" [137cm]
3'-6" [107cm]
T-316 STAINLESS STEEL HINGES W/TAMPER PROOF
FASTNERS
S.ST. ALUM. POSITIVE LOCKING
HOLD OPEN ARM
LIFTING HANDLE
RECESSED LOCK
1/4'' THICK DIAMOND
PLATE ALUMINUM COVER
6" [15cm]
EMBED HATCH FLUSH WITH CONCRETE COLLAR.
6''(152mm) WALL x 13''(330mm) DEEP ALL AROUND HATCH
(BY INSTALLER)
REF. HOLDING TANK
PRIMER REQUIRED
CRUSHED STONE 1/2'' NET
BOLT ON 3''x3'' ANGLE IRON FOOTING
ALL AROUND COLLAR,
PRIMARY BACKFILL
FINAL GROUND LEVEL
(BY INSTALLER)
1'-1" [33cm]
6" [15cm]
3' [91cm]
AA
PLAN VIEW
SECTION B-B
SECTION A-A
2'-8" [81cm]
NOTE: COVER SHOWN IN OPEN POSITION.
The 3000-gallon tank shall be a pre-fabricated unit designed to safely store the water used for the facility. The tank shall be pre-assembled at the factory and shall include the following connections: one 10” inlet for main drain, one 6” feature pump suction outlet , one 3” bypass return inlet, one 4” filtration pump suction outlet, one 3” filtration return inlet, one 1” inlet for freshwater and one 4” outlet for overflow/discharge. The tank shall also include a water level detection system and one access hatch with a ladder. It shall have the following characteristics:
Tank
· 3000 gallon capacity
· Fiberglass
· Single wall
· Ø 75”, ~193” long
· Fiberglass ladder included
Anchor
· Anchoring straps with hardware
· U-bolt type embedded in concrete
Access hatch
· Aluminum access hatch
· Hinged and pad-locked, with aluminum frame and SS hardware
Level control
· Float valve connected to make up water line
· Polypropylene anti corrosion valve
· Inlet size 1”, outlet size 1”
· Maximum working pressure 50 psi
Inlets
· 10” inlet for main drain
· 3” inlet for bypass return
· 3” inlet for filtration return
· 1” inlet for freshwater
Outlets
· 6” outlet for feature pump
· 4” outlet for filtration pump
· 4” outlet for overflow / discharge
No.
Project Location
Drawing Title
Project Number
Version
Drawn by Verified by
Scale Date
Page #
By
COPYRIGHT VORTEX USA Inc-THIS DOCUMENT AND THE
IDEAS, RENDERINGS AND OTHER CONTENTS CONTAINED
THEREIN ARE THE SOLE PROPETY OF VORTEX USA Inc AND
MAY NOT BE DISSEMINATED, COPIED, REPRODUCED OR
OTHERWISE USED WITHOUT PRIOR WRITTEN CONSENT OF
VORTEX USA Inc.
VORTEX USA Inc.
3500 South Dupont Highway, Suite EP-101, Dover, Delaware
United States 19901
Phone: +1 (877) 586-7839
PD-002
N.T.S.
12/Sep/2023
MS
MAB
Plumbing Details
18/Aug/2023
Issued for Permit 00
MS
MS
Issued for Bid
12/Sep/2023
VA
39964
City of Scranton, PA
C a p o u s e
A v e
P a r k
PD-002
VOR-33927.0040R03
Filtration Module 2x2HP, 120/230V 1PH 60Hz, 2x5 sq.ft. filter, acid & chlorine1
PD-002
VOR-33927.0040R03
Filtration Module 2x2HP, 120/230V 1PH 60Hz, 2x5 sq.ft. filter, acid & chlorine2
PD-002
VOR-33927.0040R03
Filtration Module 2x2HP, 120/230V 1PH 60Hz, 2x5 sq.ft. filter, acid & chlorine3
L7
TO WATER
CONTAINMENT
SYSTEM H5
(BY INSTALLER)
L5
FROM WATER
CONTAINMENT
SYSTEM H4
(BY INSTALLER)
4'-10
" [148cm]
10'-8
" [327cm]
NOTE:
A) BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT
MANUFACTURER.PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
B) VERIFY LOCAL CODES FOR MINIMUM ACCESS DIMENSIONS AROUND ELECTRICAL ENCLOSURES.
C) PIPE LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGE WITHOUT NOTICE.
D) DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE WITHOUT NOTICE.
E) DIRECTION OF FLOW FOR PLUMBING SHALL BE LABELED USING DIRECTIONAL SYMBOLS.
F) VALVES AND PLUMBING LINES SHALL BE LABELED WITH DESCRIPTION OF SOURCE OR DESTINATION.
L8
TO SANITARY
(BY INSTALLER)
L8
TO SANITARY
(BY INSTALLER)
PERISTALTIC PUMPS
MAX 30' BETWEEN PERISTALTIC
PUMPS AND CHEMICAL RESERVOIRS.
USE 1" PVC CONDUIT FOR CHEMICAL
LINE, SWEEP ELBOWS, NO 90°.
FILTER FLOW SWITCH SIGNAL
TO SAFEGUARD MODULE.
SEE SAFEGUARD MODULE
FOR MORE DETAILS.
SECOND FILTER FLOW SWITCH SUPPLIED
WITH SAFEGUARD MODULE. SEE SAFEGUARD
MODULE FOR MORE DETAILS.
FILTRATION MODULE
MAIN POWER
B-M
FILTRATION PUMP SIGNAL FROM
SAFEGUARD MODULE. SEE SAFEGUARD
MODULE FOR MORE DETAILS.
CHEMICAL ALARM SIGNAL TO
SAFEGUARD MODULE. SEE SAFEGUARD
MODULE FOR MORE DETAILS.
SAND FILTER
B5
FILTRATION
PUMP
B4
CHEMICAL PANEL.
CAN BE RELOCATED
ON OTHER SIDE OF CORNER.
FILTRATION MODULE
SECONDARY POWER
B-S
3'-8
" [113cm]
L5
FROM WATER
CONTAINMENT
SYSTEM H4
(BY INSTALLER)
L8
TO SANITARY
(BY INSTALLER)
L8
TO SANITARY
(BY INSTALLER)
L8
TO SANITARY
(BY INSTALLER)
L7
TO WATER
CONTAINMENT
SYSTEM H5
(BY INSTALLER)
B1
MOTOR STARTER
PROTECTOR ENCLOSURE
PERISTALTIC PUMP
B6
CHEMICAL
CONTROLLER
FLOW CELL
FIRST FILTER
FLOW SWITCH
SECOND FILTER
FLOW SWITCH
SUPPLIED WITH
SAFEGUARD MODULE.
10'-9
" [329cm]
4'-5
" [136cm]
NOTE:
A) BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT
MANUFACTURER.PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.
B) VERIFY LOCAL CODES FOR MINIMUM ACCESS DIMENSIONS AROUND ELECTRICAL ENCLOSURES.
C) PIPE LOCATIONS ARE APPROXIMATE AND SUBJECT TO CHANGE WITHOUT NOTICE.
D) DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE WITHOUT NOTICE.
E) DIRECTION OF FLOW FOR PLUMBING SHALL BE LABELED USING DIRECTIONAL SYMBOLS.
F) VALVES AND PLUMBING LINES SHALL BE LABELED WITH DESCRIPTION OF SOURCE OR DESTINATION.
ANCHOR BOLTS (SUPPLIED BY VORTEX).
INSTALLATION DONE ON SITE.
CONNECTION AND PLUMBING
FROM H4 ON WATER CONTAINMENT SYSTEM
(BY INSTALLER)
CONNECTION AND PLUMBING
TO H5 ON WATER CONTAINMENT SYSTEM
(BY INSTALLER)
L5
L6
L6
L8 L8
L7
B3
B4
B4
B1
B1
B8
B8
B11
B11
B5B5
B9
B7 B7
JJ
L7
CLEAR PVC PIPE
BUTTERFLY
VALVE
BUTTERFLY
VALVE
BUTTERFLY
VALVE
TO FILTRATION LOOP
MSP ENCLOSURE
TO FILTRATION LOOP
MSP ENCLOSURE
B1
B-M
B13
PRESSURE
GAUGE
PRESSURE
GAUGE
COMPUND
GAUGE
CHECK
VALVE
CHECK
VALVE
FLOW METER
FLOW METER
FLOW METER
TO
FLOW CELL
(L6-1)
FROM
FLOW CELL
(L7-2)
BACKWASH LINE
TO CITY SANITARY SYSTEM
C/W LEGAL AIR GAP
(BY INSTALLER)
BACKWASH LINE
TO CITY SANITARY SYSTEM
C/W LEGAL AIR GAP
(BY INSTALLER)
SIGHT GLASSSIGHT GLASS
BACKWASH VALVE BACKWASH VALVE
EFFLUENT
PRESSURE
GAUGE
CL PH
CHLORINE
MURIATIC
ACID
FILTER FLOW SWITCH
SIGNAL TO SAFEGUARD MODULE.
SEE SAFEGUARD MODULE
FOR MORE DETAILS.
FILTRATION PUMP
SIGNAL FROM SAFEGUARD MODULE.
SEE SAFEGUARD MODULE
FOR MORE DETAILS.
CHEMICAL ALARM
SIGNAL TO SAFEGUARD MODULE.
SEE SAFEGUARD MODULE
FOR MORE DETAILS.
POWER SWITCH
WITH BRANCH
CIRCUIT PROTECTION
(BY OWNER)
MAIN
POWER INLET
FILTRATION LOOP
MOTOR STARTER
PROTECTION
ENCLOSURE
(MSP)
POWER TO CHEMICAL
CONTROLLER
CHEMICAL ALARM
TO CHEMICAL
RETURN LINE
(L7-2)
FROM
FILTER LINE
(L6-1)
BALL
VALVE
BALL
VALVE
FLOW
SWITCH
B10
B12
B6
CL PH
SECOND FLOW SWITCH
FROM SAFEGUARD MODULE
FLOW
CELL
FLOW
METER
CHEMICAL
CONTROLLER
ORP SENSOR
PH SENSOR
FLOW SENSOR
POWER SWITCH
WITH BRANCH
CIRCUIT PROTECTION
(BY OWNER)
SECONDARY
POWER INLET
B3
BUTTERFLY
VALVE
COMPUND
GAUGE
B-S
PD-002
VOR-33927.0040R03
Filtration Module 2x2HP, 120/230V 1PH 60Hz, 2x5 sq.ft. filter, acid & chlorine4
ITEM ITEM PROVIDED BY DESCRIPTION QTY
MOTOR STARTER AND OVERLOAD RELAYS. INDIVIDUAL
CONTROL FOR EACH PUMP.
B1
FILTRATION LOOP MOTOR STARTER
PROTECTION ENCLOSURE
VORTEX
COMPOUND GAUGE WINTER INSTRUMENTS
COMPOUND GAUGE, 0-30" Hg / 0-60 PSI
B-M
FILTRATION LOOP MAIN POWER
OWNER
230 VAC, SINGLE PHASE, 60 Hz, 30 AMPS BREAKER
RECOMMENDED.
GALVANIZED STEEL UNISTRUT FRAMEB2
B3
FILTRATION PUMP
PENTAIR, INTELLIFLO, I2
2 HP, SELF PRIMING VARIABLE SPEED PUMP, SINGLE
PHASE 230V, 98 GPM @ 70 FT HD, 117 GPM @ 60 FT HD,
11.8 AMPS FLA @ 230V. NSF 50 CERTIFIED.
LINE SIZE CONNECTION CHART
BY
FROM
TO ITEM SIZE
L8
INSTALLER L5
WATER CONTAINMENT
SYSTEM H4
FILTRATION PUMP B4
FEATURE PUMP MODULE SPECIFICATIONS
GALVANIZED STEEL UNISTRUT
FRAME
VORTEX
NOTE: REFER TO VORTEX' WATER QUALITY MANAGEMENT SYSTEM AND VORTEX'
WATER CONTAINMENT SYSTEM FOR PIPE SIZES. BETWEEN THE TWO
SYSTEMS, PUT THE LESSER OF THE TWO PIPE SIZE. IF THE WATER
CONTAINMENT SYSTEM IS NOT BY VORTEX, REFER TO VORTEX' WATER
QUALITY MANAGEMENT SYSTEM FOR PIPE SIZE.
INSTALLER
L7 4"
INSTALLER
L6 3" (2)
VORTEX
4"
FILTRATION PUMP B4
SAND FILTER B5
3" (2)
SAND FILTER B5
SAND FILTER B5
WATER CONTAINMENT
SYSTEM H5
SANITARY SEWER SYSTEM
B6 CHEMICAL CONTROLLER
BECS TECHNOLOGY, BECSYS3
B4
SAND FILTER
PENTAIR, TRITON, TR-100C
4.91 SQ. FT, 98 GPM @ 20 GPM/SQ FT, 74 GPM @ 15
GPM/SQ. FT, 30" DIAMETER, BACKWASH VALVE
INCLUDED. NSF 50 CERTIFIED.
B5
B7 PERISTALTIC PUMP
BLUE-WHITE IND, A1N20A-6T UP TO 24GPD FEED CAPACITY, NSF 50 CERTIFIED.
B10 FLOW SWITCH
HARWILL
FLOW SWITCH, 24V
ORP AND PH CONTROL WITH HIGH / LOW READING
ALARM. NSF 50 CERTIFIED.
PRESSURE GAUGE WINTER INSTRUMENTS PRESSURE GAUGE, 0-60…
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