W52P1J-22-R-5002 -- Solicitation Attachment 0004 -- Appendix C Drawings.pdf

S L O

P E

S L O

P E

A

B

B

C

C

D

E

E

F

F

G

I

FT-001

FT-001

FT-001

TYP FOR F

IA

1664 155m²

924 86m²

64.5

PRODUCT LEGEND

SPLASHPAD DIMENSION

REF PRODUCT

QTY

A

Bobble N°1

VOR 7232

B

Directional Jet N°2

VOR 0321

C

Fountain Spray N°2

VOR 7676

D

Helio N°6

VOR 7241

E

Jet Stream N°1

VOR 7512

F

Loop N°2

VOR 7553

G

Luna N°3

VOR 7234

IA

Smartpoint N°1 Foot Activator

VOR-1910

I

Twinsplash

VOR 7242

TOTAL

QTY

TOTAL FLOW :

SPRAY AREA :

TOTAL AREA :

ft² ft²

GPM

SPECIFICATIONS FOR CONSTRUCTION

1 GENERAL NOTES

1.1 MANUFACTURER 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 MANUFACTURER.

1.2 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.

1.3 THESE DESIGN DOCUMENTS DO NOT INDICATE THE METHOD OR MEANS OF

CONSTRUCTION. WHEN APPLICABLE, THE CONTRACTORS SHALL SUPERVISE AND DIRECT

ALL THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,

METHODS, PROCEDURES AND SEQUENCES AS PER STANDARD BEST PRACTICES.

1.4 DO NOT SCALE DRAWINGS.

1.5 USE ONLY THOSE MARKED "ISSUED FOR CONSTRUCTION".

1.6 THE CONTRACTOR SHALL REVIEW THESE DESIGN DOCUMENTS AND REPORT ANY

CONFLICTS OR OMISSIONS TO THE MANUFACTURER IMMEDIATELY.

1.7 TEMPORARY SUPPORTS, WHICH WILL BE REQUIRED DURING CONSTRUCTION, SUCH

AS FORMWORK, BRACING, SHORING, ETC. ARE NOT SHOWN ON THESE DRAWINGS AND

ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO

ENSURE THAT ALL SAFE CONSTRUCTION PROCEDURES ARE FOLLOWED.

1.8 THE FOLLOWING SPECIFICATIONS ARE MANUFACTURER'S MINIMUM

RECOMMENDATIONS TO OBTAIN A QUALITY PRODUCT. THE CONTRACTOR SHALL FOLLOW

THE LOCAL CODES IF MORE RESTRICTIVE.

1.9 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 A QUALIFIED 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 19 MM (0.75"). 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 ENSURE FOOTINGS 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, 19mm (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

35.0 MPa (5000 PSI). USE 25mm (1") 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 OTHERWISE

NOTED.

4.5.2 INTERIOR SLAB ON GRADE: 25.0 MPa (3500 PSI), UNLESS OTHERWISE NOTED.

4.5.3 EXTERIOR SLAB ON GRADE: 32.0 MPa (4500 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 15M (#4) 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) @ 300 MM

(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 3 METERS (10 FEET). SHALL BE MINIMUM 3

MM (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 WDS CONFIGURATION ARE SCHEMATIC AND MAY BE MOVED OR ADJUSTED ON

SITE BY MANUFACTURER CERTIFIED INSTALLER TO ADJUST FOR SITE CONDITIONS

8.2 ANY REQUIRED BACKFLOW PREVENTER AND WATER METER ON THE CITY WATER

MAIN SHALL BE PROVIDED BY INSTALLER. PRESSURE REGULATOR SHALL BE INSTALLED

INSIDE THE SMARTPOINT.

8.3 ALL PIPE LINES TO FEATURES TO HAVE A 1% MINIMUM RECOMMENDED SLOPE

FOR PROPER WINTERIZATION.

8.4 ALL LINE SIZING (FEATURE CONNECTION TABLE) ASSUMES A MAXIMUM DISTANCE

OF 30 FEET BETWEEN THE WATER DISTRIBUTION MANIFOLD AND THE FURTHEST PLAY

PRODUCT. DISTANCES ABOVE 30 FEET MAY REQUIRE AN INCREASE IN LINE SIZING.

PLEASE CONTACT MANUFACTURER.

8.5 THE LINE DIAMETER FROM SMARTPOINT 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.

8.6 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.

8.7 DRAINAGE LINES ARE RECOMMENDED TO BE SDR 35, UNLESS OTHERWISE

REQUESTED BY LOCAL CODE.

8.8 PIPING SHOULD BE INSPECTED AFTER TRANSPORTATION FOR CUTS, SCRATCHES,

GOUGES OR SPLITS; DAMAGED SECTIONS MUST BE DISCARDED OR CUT OUT.

8.9 PIPE SHALL BE INSTALLED BELOW THE FROST LEVEL NOT LESS THAN 12" (ASTM

F-645) UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

8.10 PIPE INSTALLATION MINIMUM COVER SHOULD BE EVALUATED ACCORDING TO

ASTM D-2774, UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

8.11 SPECIAL CONSIDERATIONS SHOULD BE TAKEN FOR THERMAL CONDITIONS,

EXPANSION AND CONTRACTIONS DUE TO TEMPERATURE SHOULD BE EVALUATED

BEFORE THE INSTALLATION BY THE CONTRACTOR.

8.12 MINIMUM 50 PSI REQUIRED AT THE INLET OF THE BACKFLOW PREVENTER AND

PRESSURE REGULATING DEVICE.

8.13MAXIMUM FLOW CAPACITY OF SMARTPOINT IS 72 GPM.

8.14 TOTAL FLOW OF FEATURE IS 64.5 GPM.

8.15 FACTORY MAXIMUM SEQUENCING FLOW IS 52 GPM ACTUAL FLOW MAY VARY DUE

TO SITE CONDITIONS.

9 ELECTRICAL

9.1 WIRING FROM THE TIMER POWER PACK TO SMARTPOINT SHALL BE #14 AWG. A

TOTAL OF TWO (2) CONDUCTORS PER SMARTPOINT.

9.2 ALL CONNECTIONS TO THE TIMER POWER PACK AND OTHER MANUFACTURER

ELECTRICAL PANEL SHALL BE PERFORMED USING AN APPROVED NEMA 4X CONNECTOR.

9.3 WIRE FROM MAIN POWER TO MANUFACTURER PANEL TO BE DETERMINED BY

OTHERS RESPECTING THE LOCAL CODE.

9.4 MAINTAIN A MINIMUM CLEARANCE ZONE OF 36" IN FRONT OF ELECTRICAL PANEL,

UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

9.5 USE #8 BARE COPPER BONDING WIRE BETWEEN FEATURES TO A GROUNDING

ROD IN THE SOIL, TIED INTO REBAR GRID, OR AS PER LOCAL CODE.

9.6 AS PER ELECTRICAL CONSTRUCTION AND SAFETY CODES: CONTROLLER AND/OR

ANY OTHER ELECTRICAL EQUIPMENT 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 TIMER POWER PACK TO BE INSTALLED IN EXISTING ENCLOSURE OR WALL

MOUNTED ON A VERTICAL STRUCTURE WITHIN 100' FROM THE SMARTPOINT.

A-001

SCALE: 1/4"=1'-0"

1. 5'[1.5M] SPRAY FREE AREA ALL AROUND THE SPLASHPAD

2. RECOMMENDED SLOPE: 2% TOWARDS DRAINAGE.

FOR WATER JOURNEY SLOPE, COORDINATE WITH

WATER JOURNEY SECTION

3. COORDINATE THESE DRAWINGS WITH

ARCHITECTURAL , CIVIL, PLUMBING & ELECTRICAL SECTIONS.

SPRAY ZONE & FEATURE PLAN1

Abbreviations

A Architectural

C Civil Work

PE

Plumbing & Electrical

Layout

E

Electrical Layout

ED Electrical Details

FT

Feature Drawings

Drawing # Drawing Name

A-001

Spray Zone Layout

A-002 Anchor Plan

C-001 Embed Details

C-002 Embed Details

PE-001

Plumbing & Electrical

Layout

E-001

Bonding Layout

ED-001 Electrical Details

FT-001

Feature Drawings

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

C T

N

O

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

R O

K

I

L A

D

A

S

E N

A L

D I R

E C

T O

R A

E

F

P

U B

L

W

R

K S

R O

L A

N D

R G

D E

S I G

N E

D

B

Y

J O

L

D R

A W

N

B

Y

J O

L

C H

E C

K E

D

B

Y

C S

B

A P

P R

O V

B

Y

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

C S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

G

FOR ADVERTISEMENT

M E

M O

R I A

L

P

A R

K

B U

I L

D

S

P L

A S

H

P

A D

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

A-001

NOTE TO BIDDERS:

BASIS OF DESIGN IS THE PRODUCTS MANUFACTURED BY VORTEX AQUATIC

STRUCTURES INTERNATIONAL LIMITED.

OTHER MANUFACTURER PRODUCTS CAN BE USED IF SIMILAR PRODUCTS CAN BE

PROVIDED. ALL PRODUCTS MUST BE SUBMITTED FOR REVIEW AND GOVERNMENT

APPROVED PRIOR TO INCLUSION INTO THE PROJECT.

6 FT. ALUMINUM BENCH WITH BACKS AND ARMRESTS.

SEE SPECIFICATIONS SECTION 12 93 00 SITE FURNISHINGS.

SLOPE

1 -2%

SLOPE

1 -2%

SAFESWAP No2

A

B

B

C

C

INSTALLATION KIT 55000.0433

D

E

E

SAFESWAP No2

F

SAFESWAP No2

F

SAFESWAP No1

G

I

SAFESWAP NO1

C-002

C-001

C-002

C-001

TYP FOR A & F

C-001

3 TYP FOR B, C & E

C-001

1,4

C-001

IA

6'-1"

10'-2"

6'-1"

7'-10"

21'-0"

10'-2"

18'-7"

18'-6"

19'-3"

2'-7"

8'-3"

2'-7"

2'-8"

REF PRODUCT

QTY

A

Bobble N°1

VOR 7232

B

Directional Jet N°2

VOR 0321

C

Fountain Spray N°2

VOR 7676

D

Helio N°6

VOR 7241

E

Jet Stream N°1

VOR 7512

F

Loop N°2

VOR 7553

G

Luna N°3

VOR 7234

IA

Smartpoint N°1 Foot Activator

VOR-1910

I

Twinsplash

VOR 7242

TOTAL

QTY

A-002

SCALE: 3/8"=1'-0"

1. REFER TO SPECIFICATIONS ON A-001

2. COORDINATE THESE DRAWINGS WITH

ARCHITECTURAL, CIVIL, PLUMBING & ELECTRICAL SECTIONS.

ANCHOR PLAN1

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

R G

D E

S I G

N E

D

B

Y

J O

L

D R

A W

N

B

Y

J O

L

C H

E C

K E

D

B

Y

C S

B

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

C S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

E

M O

R I A

L

P

A R

K

B U

I L

D

S

P L

A S

H

P

A D

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A-002

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 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

REQUIREMENTS.

COMPACTED GRANULAR (SUPPLIED BY

INSTALLER).

3" X 12" X 12" (0.076m X 0.3m X 0.3m) . CONCRETE

LEVELING BASE. (SUPPLIED BY INSTALLER).

WATER LINE INLET

" (20mm) FNPT 2º SLOPE BACK.

TO WATER SUPPLY. REFER TO CONSTRUCTION

DOCUMENTS FOR LINE SIZE DETAILS.(LINE

CONNECTION SUPPLIED BY INSTALLER)

" (10mm) BONDING STUD

1'-2" [36cm]

7" [18cm]

TOP OF ANCHOR STUD

SLOPE

CONCRETE SLAB

FRONT ELEVATION VIEW

WATER LINE AND CONNECTION.

NOTE:

“BY INSTALLER/BY CONTRACTOR “MAY REFER TO

SERVICE PROVIDERS OTHER THAN THE EQUIPMENT

MANUFACTURER. PLEASE REFER TO PROJECT

SPECIFICATION FOR DETAILS OF RESPONSIBILITY.

C-001

Ground Feature Anchor (3/4" Inlet)3

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

SIDE ELEVATION VIEW

1'-11" [60cm]

4'-10" [148cm]

PLAN VIEW

FRONT ELEVATION VIEW

TOEGUARD™

TYPICAL ANCHORING SAFESWAP No.1

EARTH GROUND

5'-9" [176cm]

EARTH GROUND

TOEGUARD™

1'-11" [59cm]

ANCHORING DETAIL

" (10mm) EARTH GROUNDING

STUD

" (16mm) MECHANICAL ANCHORS

CONCRETE SLAB

CONCRETE SURFACE. VERIFY LOCAL

CODES FOR TYPE, THICKNESS &

REINFORCEMENT REQUIREMENTS

ANCHORING DETAIL

GASKET

C-001

VOR-7234.2XXX

Luna No. 3

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-001

VOR-55000.0433

Installation Kit Safeswap No. 1 Heavy Duty5

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C-001

C-002

VOR-1910.0B00R01

Smartpoint No12

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

Twinsplash1

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C-002

NOTE:

1. BY INSTALLER/BY CONTRACTOR MAY REFER TO SERVICE PROVIDERS OTHER THAN THE EQUIPMENT

MANUFACTURER.PLEASE REFER TO PROJECT SPECIFICATION FOR DETAILS OF RESPONSIBILITY.

2. CAUTION : RESPECT THE ELECTRICAL POLAROTY WHEN WIRING INPUT POWER-WIRING MUST PERFORMED

ACCORDING TO THE WIRES LABELS. GREAT CARE SHOULD BE TAKEN BEFORE UNDERTAKING EXTENSION, ALTERATION OR REPAIR THAT ALL ELECTRICAL CONDUCTORS ARE HAVING THE MANUFACTURE LABELS.

WARRANTY IS VOIDED IF THE ELECTRICAL WIRING INSTRUCTIONS ARE NOT FOLLOWED.

24 VAC - 14AWG

(BY INSTALLER)

(REFER TO NOTE 2)

3/4" (20mm) ELECTRICAL CONDUIT

SLIP CONNECTION

(LINE CONNECTION SUPPLIED BY

INSTALLER)

6" (150mm)FLEXIBLE COUPLING (BY VORTEX)

2'-2" [66cm]

OUTLET 1" (25mm)

(BY VORTEX)

3 X 3/8" (10mm) S.S. HEIGHT & LEVELING

CONTROL ANCHOR STUDS WITH HARDWARE.

DRILL & EPOXY GROUT STUDS (DONE BY INSTALLER)

6" (150mm) P.V.C DRAIN LINE

CONNECTED TO DRAINAGE SYSTEM.

ENSURE P-TRAP IS BELOW

FROST LINE TO PREVENT FREEZING

(BY INSTALLER)

3" x 8" Ø (76mm x 203mm) CONCRETE LEVELING BASE (x3)

(BY INSTALLER)

COMPACTED GRANULAR(BY INSTALLER).

CONCRETE SURFACE, VERIFY LOCAL CODE FOR TYPE,

THICKNESS & REINFORCEMENT REQUIREMENTS.

1'-9" [54cm]

ACTIVATOR

1-2% SLOPE

1-2% SLOPE

6'-5

" [197cm]

Ø 2'-6" [76cm]

" (10mm) EARTH

GROUNDING STUD

PIPING AND CONNECTION

(BY INSTALLER)

NOTE:

USE EXPANSION FOAM TO FILL GAP BETWEEN PIPES

AND HOUSING TO PROTECT CONCRETE FROM

SEEPING INSIDE HUB COMMAND CENTER.

PIPING AND CONNECTIONS BY INSTALLER

SEE PIPING AND ELECTRICAL SCHEMATIC FOR

SIZES & QUANTITIES

VALVE # 1

VALVE # 2

VALVE # 3

VALVE # 4

VALVE # 5

VALVE # 6

VALVE # 7

VALVE # 8

VALVE # 9

VALVE # 10

2'-10

" [87cm]

TYP.

VALVE # 5

1'-10

" [57cm]

3' [91cm]

RECOMMENDED WATER LINE INLET SIZE: 2"(50mm) PIPING &

CONNECTION (BY INSTALLER)

PIPING ARE RECOMMENDED TO HAVE A 1-2% SLOPE FOR

WINTERIZING DRAINAGE

120VAC 10AMPS

(BY INSTALLER)

15.5"X13.5"X6.6" TIMER

POWER PACK (BY VORTEX)

(REMOTE INSTALLATION BY

INSTALLER)

FT-001

VOR-7232.2XXX

Bobble No. 1

FT-001

VOR-7241.2XXX

Helio No. 6

FT-001

VOR-7553.2XXX

Loop No. 23

SIDE ELEVATION VIEW

1'-9" [54cm]

PLAN VIEW

FRONT ELEVATION VIEW

TOEGUARD™

TYPICAL ANCHORING SAFESWAP No.2

EARTH GROUND

2'-8" [81cm]

SIDE ELEVATION VIEW

3'-9" [116cm]

2'-7" [79cm]

PLAN VIEW

FRONT ELEVATION VIEW

TOEGUARD™

EARTH GROUND

12'-4" [375cm]

INSTALLATION KIT 55000.0433

SIDE ELEVATION VIEW

11" [27cm]

1'-9" [54cm]

4'-2" [128cm]

PLAN VIEW

FRONT ELEVATION VIEW

TOEGUARD™

TYPICAL ANCHORING SAFESWAP Nº2

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FT-001

S

S

S

S

S

S

S

S

S

S05 A

S01 B

S06

B

S09 C

S09 C

S03

D

E S04

E S04

S10 F

S07F

S02

G

S08 I

PE-001

ID

IA

Product Legend

Product

Ref.

Product

Qty

IA

Smartpoint N°1 Post

VOR 1910.0B01R02

IB

Timer Power Pack

VOR 33903.1982

IC

2" City Water Line @ 50PSI

(by Installer)

ID

6" Drain Line to

Municipal Drain

(by Installer)

IE

Self Draining

Curb Box Valve

(by Installer)

2" Pressure Regulator, Located Inside Smartpoint

(by Vortex)

2" Backflow Preventer

(by Installer)

Electrical Line Connections Power

Product

Code

From To # Conductors

Gauge/Type

Note

PA

Main Power Line

(by Owner)

IB-120VAC 3

TBD

(by Other)

120V, 1 Phase, Neutral, 60Hz, 10 Amps Breaker

Recommended

± 5% Voltage Drop is Acceptable

Electrical Line Connections Controller Outputs

Product

Code

From To # Conductors

Gauge/ Type

Note

EOA IB

IA-PCB

POWER

2 14

Signal form Timer Power

Pack to Smartpoint No1

24VAC

(by Installer)

Feature Connection Table

Manifold

Output

Ref.

Solenoid

Valve

Feature

Ref.

Feature

Qty

Line Size

Gpm Output

S01 1" Std B

Directional Jet N°2

VOR 0321

1 1" 3 IA-PCB-01

S02 1" Std G

Luna N°3

VOR 7234

1 1" 6.5 IA-PCB-02

S03 1" Std D

Helio N°6

VOR 7241

1 1" 13 IA-PCB-03

S04 1" Std E

Jet Stream N°1

VOR 7512

2 1" 5 IA-PCB-04

S05 1" Std A

Bobble N°1

VOR 7232

1 1" 6 IA-PCB-05

S06 1" Std B

Directional Jet N°2

VOR 0321

1 1" 3 IA-PCB-06

S07 1" Std F

Loop N°2

VOR 7553

1 1" 5 IA-PCB-07

S08 1" Std I

Twinsplash

VOR 7242

1 1" 12 IA-PCB-08

S09 1" Std C

Fountain Spray N°2

VOR 7676

2 1" 6 IA-PCB-09

S10 1" Std F

Loop N°2

VOR 7553

1 1" 5 IA-PCB-10

IE

IC

PA

IB

EOA

ED-001

WATER LINE

DRAIN LINE

ELECTRICAL LINE

PE-001

SCALE: 3/8"=1'-0"

PLUMBING & ELECTRICAL LAYOUT1

PE-001

SCALE: 3/4"=1'-0"

PLUMBING & ELECTRICAL LAYOUT2

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A S

H

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F

PE-001

B

C

C

D

E

E

F

F

G

I

CONNECT TO MAIN ELECTRICAL PANEL

(BY INSTALLER)

SEE SPECS 9.5

IA

REF PRODUCT

QTY

A

Bobble N°1

VOR 7232

B

Directional Jet N°2

VOR 0321

C

Fountain Spray N°2

VOR 7676

D

Helio N°6

VOR 7241

E

Jet Stream N°1

VOR 7512

F

Loop N°2

VOR 7553

G

Luna N°3

VOR 7234

IA

Smartpoint N°1 Foot Activator

VOR-1910

I

Twinsplash

VOR 7242

TOTAL

QTY

E-001

SCALE: 3/8"=1'-0"

1. REFER TO SPECS ON A-001

2. COORDINATE THIS DRAWING WITH

ARCHITECTURAL, CIVIL, PLUMBING & ELECTRICAL.

BONDING LAYOUT1

Bonding wire

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E-001

TIMER POWER PACK 1

(120V, 100VA) FOR 1 SMARTPOINT

MAIN POWER

120VAC 60 HZ

SINGLE PHASE 10 AMPS

( NOTE 1 - BY INSTALLER )

(NOTE 3 - BY OWNER )

1 OUTPUT 24VAC - 3AMP MAX

CONNECTED TO SMARTPOINT

14 AWG MAX 100' (30.5m)

RECOMMENDED ( BY INSTALLER)

(NOTE 1)

MAIN

LINE

OUTPUT

P N

PLC

P N GN

NEMA 4X 14'' X 12 ''

FIBERGLASS ENCLOSURE

NOTE :

1 - WATERTIGHT CONNECTIONS WITH ENCLOSURE DONE BY INSTALLER.

2 - ENSURE ENOUGH CLEARANCE FOR THE DOOR OPENING.

3.AS PER ELECTRICAL CONSTRUCTION AND SAFETY CODES: TIMER POWER PACK AND/OR ANY

OTHER ELECTRICAL EQUIPMENT MUST BE HARD-WIRED TO A GROUND FAULT CIRCUIT

INTERRUPTER(GFCI)FROM THE INPUT POWER SOURCE.ALL ELECTRICAL WORK SHOULD BE

PERFORMED BY A LICENCE ELECTRICIAN IN ACCORDANCE TO LOCAL ELECTRICAL

CONSTRUCTION AND SAFETY CODES.

ESC

AC/DC 24V

OK

INPUT 8xAC/DC

OUTPUT 4x RELAY/10A

SIEMENS

LOGO! 24RC

P1 P2 I1 I2 I3 I4 I5 I6 I7 I8

1 2

Q1

1 2

Q2

1 2

Q3

1 2

Q4

N E

U T

R A

L

2A

A

M P

S

ED-001

VOR-33903.1982

TIME POWER PACK FOR SMARTPOINT NO. 1

OUTPUT

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E N

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D I R

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T O

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D E

S I G

N E

D

B

Y

J O

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D R

A W

N

B

Y

J O

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C H

E C

K E

D

B

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C S

B

A P

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K

O S

K I

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I R

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T O

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O

F

P

U B

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C S

B

A C

H

C

H I E

F

O

F

E

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I N

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R I

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M O

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P

A R

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B U

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D

S

P L

A S

H

P

A D

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1 2 3 4 5 6 7 8 9 10

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B

C

D

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F

ED-001