splash pad layout park development - v3 companies · splash pad layout, equipment list and data....

11
SP-1 Splash Pad Facility Layout DRAW / REVISION SHEET NUMBER 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000 CIVIL ENGINEER / SURVEYOR / STRUCTURAL ENGINEER Engineering Resource Associates 3s701 West Avenue, Suite 150 Warrenville, IL 60555 ARCHITECT Charles Vincent George Architects 1245 E Diehl Rd, Suite 101 Naperville, Iliinois 60563 AQUATIC Innovative Aquatic Design, LLC (WT Group) 2675 Pratum Avenue Hoffman Estates, Illinois 60192 MECHANICAL / ELECTRICAL ENGINEER IMEG 1100 Warrenville Road, Suite 400W Naperville, Illinois 60563 IRRIGATION FRS Design Group, LLC 167 South Lexington Street Spring Green, Wisconsin 53588 SHEET TITLE PROJECT TEAM PROJECT 815-254-0091 www.uplanddesign.com Park Planning and Landscape Architecture 24042 Lockport St, Plainfield, Illinois 60544 ltd Project Number 620 © Copyright 2019 Upland Design Ltd. Q:\2018\1810719A - Southwest Community Park (Splash Pad)\1810719A - Project Dwgs\1810719A - SP-Dwgs LANDSCAPE ARCHITECT PK/TM :ROI·V Crossing Community Park Development 3252 Wolf's Crossing Road 15APR2019 MK/MB Issue for Permit 14MAR2019 Bid / Permit Resubmittal SIGNED MARK O. VENTRELLI, P.E. # 062-050025 EXPIRES SPLASH PAD FACILITY LAYOUT 1 SCALE: 1/8" = 1'-0" EXTENT OF SPLASH PAD SPLASH PAD LAYOUT SEE 1 OF SP-2 FILTER EQUIPMENT LAYOUT SEE 1 OF SP-5

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Page 1: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-1

Splash PadFacility Layout

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

SPLASH PAD FACILITY LAYOUT1 SCALE: 1/8" = 1'-0"

EXTENT OFSPLASH PAD

SPLASH PAD LAYOUTSEE 1 OF SP-2

FILTER EQUIPMENT LAYOUTSEE 1 OF SP-5

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
Page 2: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-2

Splash Pad Layout,Equipment List andData

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

DATA2,600 GALLONS

44 G.P.M.

60 MINUTES

CAPACITY:FLOW RATE:VOLUME TURN OVER RATE:

SPLASH PAD RESERVOIR

MANUFACTURERDESCRIPTION

3

ITEM QTY.CATALOG NO.

PLAY FEATURE PUMP AND MOTOR, W/ STRAINER, SELF-PRIMING,255 G.P.M. @ 61 FT. T.D.H., 5 H.P., 208-230/460 VOLT, 3-PHASE,6" SUCTION, 4" DISCHARGE, W/ EXTRA STRAINER BASKET.

PENTAIR EQK-500 1

SPLASH PAD EQUIPMENT LIST

5

PRESSURE GAUGE, 0" TO 60", 2 1/2" DIAL, LIQUID FILLED. TRERICE 700LFSS 3

8

ANTIVORTEX PLATE, 6". AVPLATE-6PVCKIT 1NEPTUNE BENSON

2700LFSSTRERICEVACUUM GAUGE, 0" TO 30", 2 1/2" DIAL, LIQUID FILLED.

ANTIVORTEX PLATE, 2 1/2".

7

NEPTUNE BENSON AVPLATE-25PVCKIT 1

GS FROG, 3 G.P.M.19 0010-3737 1

1SIGNET

6

1

FILTRATION PUMP AND MOTOR, W/ STRAINER, SELF-PRIMING, 44 G.P.M.@ 78 FT. T.D.H., 1 H.P., 208-230/460 VOLT, 3-PHASE, 2" SUCTION,2" DISCHARGE, W/ EXTRA STRAINER BASKET.

PENTAIR TR-100 1

2 PENTAIR WFK-4 1

FILTER, HI-RATE SAND, 30" DIA., WITH 4.91 SQ.FT. OF FILTER AREA,8.97 G.P.M. / SQ.FT. FILTRATION RATE, W/ MULTI-PORT VALVE#261050, PRESSURE GAUGE AND MANUAL AIR RELIEF VALVE.

CRITTER 2, 2 G.P.M.21 0003-1712

CARLOS GAVAZZIAUTOMATIC WATER LEVEL CONTROLLER, 115 VOLT, 1-PHASE, W/ELEVEN POLE BASE #ZPD11, PROBES #494-10 AND MOISTUREPROOF ENCLOSURE #C1-C, 115 VOLT, 1-PHASE.

S194-156-115 115

9

PRESSURE REDUCING VALVE, 4", EPOXY COATED. M1100 1WATTS

CRITTER 1, 2 G.P.M.20 0003-1667 1

FS SURF STONE 1, 5 G.P.M. 0002-9604

11030ATAXIALL12

113

114

ACID (MURIATIC ACID) METERING PUMP, 22 G.P.D.,110-VOLT, 1-PHASE.

ACID STORAGE TANK, 75 GALLON CAPACITY,POLYETHYLENE CONSTRUCTION.

45M3STENNER

2349 IACHEM-TAINER

16 SOLENOID VALVES, SLOW-CLOSING, BRASS CONSTRUCTION W/ DINCONNECTOR AND 30' OF CORD, 24 VAC, NEMA 4, 1 1/2", 2-WAY,NORMALLY CLOSED.

W SERIES 22GRANZOW

17 1

AUTOMATIC CHEMICAL CONTROLLER, 120-VOLT 1-PHASE.

10

AK110 1ACUTROL

18 1FS ANETH BLOOM, 20 G.P.M. 0010-4061

23

22

0002-9605

0002-9606

CHLORINATOR, CALCIUM HYPOCHLORITE, 67.2 LBS./DAY CAPACITYWITH 1 H.P. CIRCULATION PUMP AND MOTOR, 110 VOLT, 1-PHASE.

SMARTPLAYWATER PLAY

VARIABLE FREQUENCY DRIVE, 208-230/460 VOLT, 3-PHASE, 60 HZ,W/ NEMA 1 ENCLOSURE, DIGITAL READ-OUT OF FLOW RATE, INTEGRALDISCONNECT AND LINE REACTOR. HORSE POWER AS REQUIRED FORPUMP MOTOR. CONFIRM VOLTAGE BEFORE ORDERING.

4 ABB ACS550 SERIES 2

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY24

FS WATERFALL 3, 10 G.P.M.26 0010-4592

FS TRILLY LILLY (WINDY), 3 G.P.M.28 0010-1670

FS LEAFLET, 25 G.P.M.27 0010-1748

FS SNEAKY SPIN SOAKER 3, 25 G.P.M. 0010-1498

25 FS CUSTOM LEAF SHIELD, NO FLOW. EST-09574

FS SPLASH BLASTER,4 G.P.M.30

29

FS TEAM BLASTER, 8 G.P.M.

0010-0403

0010-0414

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY31

FS SPIN SPRAY 2, 3 G.P.M.33 0010-0660

FS SPINNY SQUIRT, 3 G.P.M.35 0010-0512

FS FUN-GUY, 5 G.P.M.34 0010-0556

FS WIGGLY SR, 3 G.P.M. 0010-0419

32 FS FUN-BRELLA, 15 G.P.M. 0010-0485

GS LILLY PAD (TULIP), 6 G.P.M.37

36

GS SOLO SPURT, 10 G.P.M.

C02-347

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY38

GS STRAIGHT UP, 18 G.P.M.40

GS GROUP VOLCANO, 15 G.P.M.

GS SPRAY TUNNEL 4 (THE WAVE), 24 G.P.M.41

39 GS SPLIT SPURT, 12 G.P.M. WATER PLAY

WATER PLAY

WATER PLAY

WATER PLAY

ACTIVATOR: POWER BOOST.43

DRAIN: 6" OUTLET (GREY), 66 G.P.M.

42

WATER PLAY

WATER PLAY

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

3

3

1

5

3

4

2

1

C02-337

C02-338

C02-348

0010-3732

0010-3824

0010-1854

DRA-00007

FS SURF STONE 2, 5 G.P.M.

FS SURF STONE 3, 5 G.P.M.

11

44

CONTROLLER WTS WITH SURGE SUPRESSION DEVICE AND 16 OUTPUTEXPANSION ADD ON #0010-2244, NEMA 4X ENCLOSURE.

3-2551-P0-12MAGNETIC FLOW SENSOR, 2", FOR FILTRATION PUMP ANDMOTOR VARIABLE FREQUENCY DRIVE CONTROL.

SPLASH PAD LAYOUT1 SCALE: 1/4" = 1'-0"

16

'-6"

65°

27

'-0"

27'-0" 27'-0" 6'-0"

6'-0

"6

'-0"

TYP.

6'-0"

42

27

40

25

31

30

2021

44

44

33

3643

2839

2643

3932

18

34

35

37

2322

24

39

41

40

19

29

43

38

38

EXTENT OF SPLASH PAD

2'-1

0"9"

9'-10"

24'-5" 2'-9"

1'-0

"

1'-4"

2'-6"2'-6"

4'-1

1"

5'-7

1/2

"

3'-7"

12'-0"

11

'-3"

8'-0

"

5'-1

0"

11

'-4"

6'-6

"

11

'-7"

1'-3" 5'-0"

19'-0" 4'-11"

4'-6"

2'-6"

13'-11"

2'-6"

9'-7

"

2'-1

0"

12

'-9"

3'-3

"

11

'-10

"

16

'-1 1

/2"

20

'-6"

21

'-4"

15'-3"

41

5'-11" 16'-3"

8'-6"

3'-0

" 5'-2

"

3'-1

0"

10

'-3"

15

'-2"

44

12'-0"4'-0"

8'-3" 9'-2"

14'-9"

1'-6" 1'-6" 1'-6" 1'-6"

15

'-0"

12

'-4"1

1'-1

"

7'-3

"

8"

35°

15°

15

'-2"

5'-1

1"

1'-6"

12'-8"

16'-5"

20'-1"

21'-9"

14

'-2"

15

'-0"

8'-0"

2'-4"

120°

41

44

7'-11"7'-6"

40

13'-6"

43

'-6"

48'-3 3/8"

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
Page 3: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-3

Splash PadStructural Layoutand Details

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

SPLASH PAD STRUCTURAL LAYOUT1 SCALE: 1/4" = 1'-0"

55

'-6"

48'-3 1/2"

R33'-0"

16

'-4 1

/4"

1'-0

1/2

"

10

'-4 1

/4"

16

'-4 1

/4"

1'-0

1/2

"

10

'-4 1

/4"

R33'-0"

33

'-0"

22

'-6"

24'-1 3/4"24'-1 3/4"

EL. 692.95'

5'-3

"

CONTROLJOINT

CONTROLJOINT

EXPANSIONJOINT

EXPANSIONJOINT

HIGH POINTHIGH POINT

27

'-9"

1'-0 1/2"1'-11 3/4"

1'-0 1/2"1'-11 3/4"

1'-0 1/2"1'-11 3/4"

1'-0 1/2"1'-11 3/4"

4SP-3

2SP-3

3SP-360° 60°

SPLASH PADCENTER POINT

10

'-10

1/2

"

5'-7

1/2

"

CONTROLJOINT

CONTROLJOINT

CONTROLJOINT

CONTROLJOINT

4SP-3

4SP-3

4SP-3

4SP-3

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'

EL. 692.95'EL. 692.95'

EL. 692.75'

EL. 692.75'

EL. 692.83'3

1'-6"

15"

SPLASH PAD EXPANSION JOINT DETAIL

8"

1" I.D., 3" LONG PVC OR METAL CAPAT EACH DOWEL, FILLED W/ GREASE

1/2" CROSS LINKED POLYETHYLENEEXPANSION JOINT W/ CONTINUOUS CAULK

GREASE DOWEL FULL LENGTHWITHIN SECOND POUR

8"

3"

CLR

.

3/4" DIA. SMOOTH DOWEL,36" LONG, 2'-0" O.C.DOWEL MUST BEPERPENDICULAR TO JOINT.

SCALE: 1" = 1'-0"

21"

#4 @ 12" O.C.EACH WAY

DECK SPLASH PAD

2'-0

"

3/4" WASHED STONEW/ NO FINES

NOTE:THE SPLASH PAD FLOOR AND DECKCONSTRUCTION TO BE MINIMUM 4,000 P.S.I.PNEUMATICALLY PLACED CONCRETE ANDFy=60 K.S.I. STEEL

PROVIDE SEALED CONCRETE SURFACEWITH SLIP-RESISTANT LIGHT-BROOM FINISH

PROVIDE SEALED CONCRETESURFACE WITH SLIP-RESISTANTLIGHT-BROOM FINISH

SPLASH PAD EXPANSION JOINT DETAIL2 SCALE: 1" = 1'-0"

GREASE DOWEL FULL LENGTHWITHIN SECOND POUR

# 4 @ 12" O.C.EACH WAY

1" CLR.

POURPOUR

3/4" DIA. EPOXY COATEDSMOOTH DOWEL, 30" LONG (15"E.W.) 2'-0" O.C. DOWEL MUST BEPERPENDICULAR TO JOINT

2" C

LR.

3" C

LR

FIRST SECOND

8"

1" I.D., 3" LONG PVC ORMETAL CAP AT EACHDOWEL, FILLED W/ GREASE

9" BULB TYPE PVCWATERSTOP

1/2" CROSS LINKEDPOLYETHYLENEEXPANSION JOINT

6"6"

FIRSTPOUR POUR

SECOND

MINIMUM 1/2" X 1/2"CONTINUOUS SEALANT

1/2

"

1/2"3" 3"

3/4" DIA. EPOXY COATEDSMOOTH DOWEL

SEE DETAIL ABOVE

NOTE:THE SPLASH PAD FLOOR AND DECKCONSTRUCTION TO BE MINIMUM4,000 P.S.I. PNEUMATICALLY PLACEDCONCRETE AND Fy=60 K.S.I. STEEL

SPLASH PAD CONTROL JOINT DETAIL4 SCALE: 1" = 1'-0"

2"

6"

8"

1/4" x 2" DEEP SAWCUT

PROVIDE 1/4" BACKERROD AT BOTTOM OFJOINT

1/4" X 1/2" CONTINUOUSSEALANT.

6"

2"

1/4"

# 4 @ 12" O.C.EACH WAY

CLR

.2

"3

"C

LR.

SEE DETAIL ABOVE

9" BULB TYPE PVCWATERSTOPCENTERED ONSAWCUT

2"

4"

NOTE:THE SPLASH PAD FLOOR CONSTRUCTION TOBE MINIMUM 4,000 P.S.I. PNEUMATICALLYPLACED CONCRETE AND Fy=60 K.S.I. STEEL

PROVIDE SEALEDCONCRETE SURFACEWITH SLIP-RESISTANTLIGHT-BROOM FINISH

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
Page 4: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-4

Piping Plan

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

SPLASH PAD PLAY FEATURE PIPING PLAN1 SCALE: 1/4" = 1'-0"

FILTER EQUIPMENT LAYOUTSEE 1 OF SP-5

1 1/2" FSANETH BLOOMSUPPLY PIPE

1 1/2" GS FROG SUPPLY PIPE

1 1/2" CRITTER 1 & 2SUPPLY PIPE

1 1/2" FS SURF STONE 1, 2 & 3SUPPLY PIPE

1 1/2" FS WATERFALL 3SUPPLY PIPE

1 1/2" FS LEAFLETSUPPLY PIPE

1 1/2" FSTRILLI LILLYSUPPLY PIPE

1 1/2" FS SNEAKYSPIN SOAKER 3SUPPLY PIPE

1 1/2" FSSPLASH BLASTERSUPPLY PIPE

1 1/2" FS TEAM BLASTERSUPPLY PIPE

1 1/2" FSFUN-BRELLASUPPLY PIPE

1 1/2" FS SPIN SPRAY2 SUPPLY PIPE

1 1/2" FS FUN-GUY SUPPLY PIPE

1 1/2" FS SPINNY SQUIRTSUPPLY PIPE

1 1/2" FS WIGGLY SRSUPPLY PIPE

1 1/2" GS LILLY PAD (TULIP)SUPPLY PIPE

1 1/2" GS SOLO SPURTSUPPLY PIPE

1 1/2" GS SPLIT SPURT SUPPLY PIPE

1 1/2" GSSTRAIGHT UPSUPPLY PIPE

1 1/2" GS SPRAYTUNNEL 4 SUPPLY PIPE

1 1/2" GS GROUPVOLCANO

1 1/2" GS SPRAYTUNNEL 4 SUPPLY PIPE

22

23

24

37

34

35

19

4227

25

3144

40

40

40

32

26

44

44

20

21

43

28 39

39

18

44

33

43

43

29

30

38

38

38

6"

6"

6" MAIN DRAIN PIPES

36

39

41 41

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
Page 5: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-5

Filter EequipmentLayout, Electricaland UtilityRequirements

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

UTILITY REQUIREMENTS:

FRESH WATER FILL REQUIREMENTS

FILTER BACKWASH REQUIREMENTS

THERE WILL BE ONE FILTER THAT WILL BACKWASH AT A RATEOF 74 G.P.M. EACH FOR APPROXIMATELY THREE MINUTES.

SPLASH POOL

PROVIDE 1" FRESH WATER LINE TO THE FILL PIPE LOCATIONIN THE FILTER EQUIPMENT ROOM.

SPLASH POOL

QUANTITY

ELECTRICAL REQUIREMENTSITEM OF EQUIPMENT PHASEVOLTAGE H.P. / AMPS CONTROLS & INTERLOCKS

115AUTOMATIC WATER LEVEL CONTROLLER 1 10 AMPS SEE DETAIL

FILTRATION PUMP 3 1 H.P. ONE

ONE

SEQUENCING CONTROLLER 120 1 20 AMPS ONE DISCONNECT, WIRING TO FEATURE PUMP V.F.D.,LAUNCH PAD AND SOLENOID VALVES

208-230/460

MANIFOLD SOLENOID VALVES CONNECT DOUBLE INSULATED CABLETO SEQUENCING CONTROLLER

TWENTYTWO-124 V

PLAY FEATURE PUMP ONE5 H.P.3

110AUTOMATIC CHEMICAL CONTROLLER 1 10 AMPS SEE DETAILONE

110CHEMICAL METERING PUMP 1 1.7 AMPS SEE DETAILONE

WIRING TO V.F.D.

WIRING TO V.F.D. AND SEQUENCER

SEE DETAIL110CHLORINATOR CONTROL SYSTEM 1 1 H.P. ONE

208-230/460

FILTER EQUIPMENT LAYOUT1 SCALE: 1/2" = 1'-0"

13

14

44

12

17

3

BACKWASH STAND PIPETO SANITARY, SEEPLUMBING DRAWINGS

15

1

2

19

4

14

17

6

2

2115

21

12

1

8

209

3

22

16

10

7

13

18

11

6

5

6

4" FEATURE PUMPDISCHARGE PIPE

8" OPENING INGRATING FOR FILL

6" FEATURE PUMPSUCTION PIPE

2" FILTRATION PUMPSUCTION PIPE

2" FILTRATION PUMPDISCHARGE PIPE

2" FILTERED WATERSUPPLY PIPE, EXTENDTO WITHIN 6" OFRESERVOIR FLOOR

5

6

1 1/2" FEATURESUPPLY PIPES(TYP. OF 23)

1 1 1/2" FS ANETHBLOOM SUPPLY PIPE

2 1 1/2" GS FROGSUPPLY PIPE

3 1 1/2" CRITTER 1 & 2SUPPLY PIPE

4 1 1/2" FS SURF STONE1, 2 & 3 SUPPLY PIPE

5 NOT USED

6 1 1/2" FS WATERFALL 3SUPPLY PIPE

7 1 1/2" FS LEAFLETSUPPLY PIPE

8 1 1/2" FS TRILLI LILLYSUPPLY PIPE

9 1 1/2" FS SNEAKY SPINSOAKER 3 SUPPLY PIPE

10 1 1/2" FS SPLASHBLASTER SUPPLY PIPE

11 1 1/2" FS TEAMBLASTER SUPPLY PIPE

12 1 1/2" FS FUN-BRELLASUPPLY PIPE

13 1 1/2" FS SPIN SPRAY 2SUPPLY PIPE

14 1 1/2" FS FUN-GUYSUPPLY PIPE

15 1 1/2" FS SPINNYSQUIRT SUPPLY PIPE

16 1 1/2" FS WIGGLY SRSUPPLY PIPE

17 1 1/2" GS LILLY PAD(TULIP) SUPPLY PIPE

18 1 1/2" GS SOLO SPURTSUPPLY PIPE

19 1 1/2" GS SPLIT SPURTSUPPLY PIPE

20 1 1/2" GS STRAIGHT UPSUPPLY PIPE

211 1/2" GS SPRAY TUNNEL 4SUPPLY PIPE (TYP. OF 2 PIPES)

22 1 1/2" GS GROUPVOLCANO SUPPLY PIPE

7

10 16TYP. 23

ACCESSHATCH

2" REFLECTION PIPE,EXTEND PIPE TO WITHIN 6"OF RESERVOIR FLOOR

RESERVOIRBELOW FLOOR

1'-8

"

OPEN SITE-TO STORM,COORDINATE WITH CIVILENGINEER

2" FILTER BACKWASHPIPE TO WASTE WITHA 6" FREE FALL ATPOINT OF DISPOSAL

2" OVERFLOW PIPE

11

EMERGENCYWASH/SHOWER

TOP OFRESERVOIR

1" FRESH WATER FILL PIPE,SEE PLUMBING DRAWINGS

1" GATE VALVE

6" M

IN.

1" GATE VALVE

1" (SLOW-CLOSING) SOLENOID VALVEWITH WIRING TO CONTROLLER

WATER LEVELCONTROLLER

1" GATE VALVE

WIRING TO WATER LEVELCONTROLLER PROBE

TYPICAL WATER LEVEL CONTROLLER2 SCALE: 1" = 1'-0"

G.F.C.I. PROTECTED POWERSUPPLY, 115V, 1-PHASE,SEE ELECTRICAL DRAWINGS

2" REFLECTION PIPE FORWATER LEVEL CONTROLLERPROBES, EXTEND TO WITHIN6" OF RESERVOIR FLOOR

BY PLUMBING CONTRACTOR

BY ELECTRICAL CONTRACTOR

8" OPENINGIN GRATINGFOR FILL

SCALE: 1" = 1'-0"3 TYPICAL CHEMICAL CONTROLLER WIRING DETAIL

SAMPLE STREAMINFLUENT PIPE

#8 BARE COPPERBONDING WIRE

ACIDSTORAGETANK

SAMPLE STREAMEFFLUENT PIPE

WIRING TO FLOWSWITCH

CHLORINATOREFFLUENT PIPE

CHECK VALVEFURNISHED W/ UNIT

CONTROL PANELPRE-WIRED TOSOLENOID VALVECHLORINATOR

SOLENOIDVALVE

FLOWMETER

GATE VALVE

CHLORINATORINFLUENT PIPE

CONTROL PANELPRE-WIRED TOBOOSTER PUMP

CHLORINE SYSTEMBOOSTER PUMP

CHLORINE SYSTEMCONTROL PANEL

MALE PLUG ENDFEMALE PLUG END

CHEMICAL CONTROLLER

ACIDMETERINGPUMP

FLOW CELL W/FLOW SWITCH

WIRING TO FLOW CELLFOR SENSING PROBES

FEMALE PLUG ENDMALE PLUG END

TO G.F.C.I. PROTECTED POWERSUPPLY, 110 VOLT, 1-PHASE,SEE ELECTRICAL DRAWINGS

G.F.C.I. PROTECTED POWER SUPPLY 115V,1-PHASE INTERLOCK WITH FILTRATIONPUMPS, SEE ELECTRICAL DRAWINGS

BY ELECTRICALCONTRACTOR

1. ALL PLUMBING WORK, THROUGHOUT THE ENTIRE SPRAY POOL PROJECT, SHALL COMPLY AND BE IN ACCORDANCEWITH THE ILLINOIS STATE PLUMBING CODE.

2. PIPE MATERIALS FOR ALL POOL RECIRCULATION LINES TO BE, AS PER PLAN, SCHEDULE 80 PVC(ASTM D1785),UNLESS OTHERWISE SPECIFIED. PVC PIPING SHALL BE STAMPED WITH N.S.F. SEAL OF APPROVAL.

3. FLOWMETER SHALL BE LOCATED FIVE (5) STRAIGHT PIPE DIAMETERS UPSTREAM AND TEN (10) STRAIGHT PIPEDIAMETERS DOWNSTREAM FROM ANY VALVES, ELBOWS OR OTHER SOURCES OF TURBULENCE.

4. FILTER DRAIN SHALL BE PIPED TO WASTE WITH A SIX (6) INCH FREE FALL AT THE POINT OF DISPOSAL, NO FILTERMEDIA SHALL BE DISCHARGED INTO THE SANITARY SYSTEM.

5. HI-RATE SAND FILTER TO BE BACKWASHED AT 15 G.P.M. / SQ. FT. OF FILTER AREA TO SANITARY W/ A 6" FREE FALLAT POINT OF DISPOSAL.

6. THESE DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY. FINAL PIPE LOCATIONS TO BE FIELD VERIFIED BYPOOL CONTRACTOR.

7. ALL VALVES TWO (2) INCHES AND SMALLER TO BE TRUE UNION PVC BALL VALVES. ALL VALVES THREE (3) INCHESAND LARGER TO BE BUTTERFLY VALVES.

8. PROVIDE WINTERIZATION DRAIN VALVES ON ALL FEATURE SUPPLY PIPING IN RESERVOIR.

9. DISTRIBUTION MANIFOLD PRESSURE REDUCING VALVE TO BE PIPED BACK TO RESERVOIR.

10. THE RESERVOIR SHALL BE DRAINED UTILIZING A PORTABLE SUMP PUMP DISCHARGED TO WASTE.

11. ALL PIPING MUST BE LAID ON A GRADE THAT WILL ALLOW IT TO DRAIN TO THE RESERVOIR COMPLETELY BY GRAVITY.

12. ALL PIPE ELEVATIONS TO BE FIELD VERIFIED TO ALLOW FOR PROPER PITCH AND DRAINAGE. PIPE PITCH TO BE APPROXIMATELY 1" PER 10'-0". POOL CONTRACTOR TO MINIMIZE THE USE OF FITTINGS WHEREVER POSSIBLE.

13. PROVIDE LINK SEALS AT ALL PIPE PENETRATIONS THROUGH RESERVOIR WALLS.

14. THE CHEMICAL CONTROLLER SHALL BE PROVIDED WITH A FLOW SENSOR WHICH WILL TURN OFF THE CHEMICALMETERING PUMP AND CHLORINATOR WHEN THE FILTRATION PUMP IS NOT IN OPERATION. INFLUENT PIPING FOR THESAMPLE STREAM SHALL ORIGINATE FROM THE FILTERED WATER SUPPLY PIPE AND EFFLUENT PIPING FOR THESAMPLE STREAM SHALL TERMINATE IN THE RESERVOIR.

PLUMBING NOTES

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Page 6: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-6

PIPINGDIAGRAMS ANDVALVE LEGEND

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

PLAY FEATURE PIPING DIAGRAM1 NOT TO SCALE

1 1/2" FEATURESUPPLY PIPES(TYP. 22)

6" MAIN DRAINPIPES (TYP. 2)

7

1

2

1

2

5

6

6

4

6

3

5

1/2" SAMPLE STREAMINFLUENT PIPE

1" CHLORINATORINFLUENT PIPE

1/2" ACID INJECTION PIPE

1" CHLORINATOREFFLUENT PIPE

2" FILTER BACKWASHPIPE TO WASTE WITHA 6" FREE FALL ATPOINT OF DISPOSAL

6" MAIN DRAINPIPES (TYP. 2)

8

9

6

8

3

710

19

4

14

17

6

2

21

15

21

12

1

8

20

9

3

22

16

10

7

13

18

11

1 1 1/2" FS ANETHBLOOM SUPPLY PIPE

2 1 1/2" GS FROGSUPPLY PIPE

3 1 1/2" CRITTER 1 & 2SUPPLY PIPE

4 1 1/2" FS SURF STONE1, 2 & 3 SUPPLY PIPE

5 NOT USED

6 1 1/2" FS WATERFALL 3SUPPLY PIPE

7 1 1/2" FS LEAFLETSUPPLY PIPE

8 1 1/2" FS TRILLI LILLYSUPPLY PIPE

9 1 1/2" FS SNEAKY SPINSOAKER 3 SUPPLY PIPE

10 1 1/2" FS SPLASHBLASTER SUPPLY PIPE

11 1 1/2" FS TEAMBLASTER SUPPLY PIPE

12 1 1/2" FS FUN-BRELLASUPPLY PIPE

13 1 1/2" FS SPIN SPRAY 2SUPPLY PIPE

14 1 1/2" FS FUN-GUYSUPPLY PIPE

15 1 1/2" FS SPINNYSQUIRT SUPPLY PIPE

16 1 1/2" FS WIGGLY SRSUPPLY PIPE

17 1 1/2" GS LILLY PAD(TULIP) SUPPLY PIPE

18 1 1/2" GS SOLO SPURTSUPPLY PIPE

19 1 1/2" GS SPLIT SPURTSUPPLY PIPE

20 1 1/2" GS STRAIGHT UPSUPPLY PIPE

211 1/2" GS SPRAY TUNNEL 4SUPPLY PIPE (TYP. OF 2 PIPES)

22 1 1/2" GS GROUPVOLCANO SUPPLY PIPE

10

TYP. 23

9TYP. 22

16TYP. 22

BACKWASH STANDPIPE TO SANITARY,SEE PLUMBING DRAWINGS

4" FEATURE PUMPDISCHARGE PIPE

6" FEATURE PUMPSUCTION PIPE

RESERVOIRBELOW FLOOR

RESERVOIRBELOW FLOOR

4"4"

4"

3"

3"

3"

4"

2"

2"

2" FILTERED WATERSUPPLY PIPE, EXTENDTO WITHIN 6" OF FLOOR

2" FILTRATION PUMPSUCTION PIPE

2" FILTRATION PUMPDISCHARGE PIPE

FILTRATION PIPING DIAGRAM2 NOT TO SCALE

5

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
AutoCAD SHX Text
NO.
AutoCAD SHX Text
VALVE DESCRIPTION
AutoCAD SHX Text
TYPE
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SIZE
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QUANTITY
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KEY
AutoCAD SHX Text
VALVE LEGEND
AutoCAD SHX Text
1.
AutoCAD SHX Text
FILTRATION PUMP SUCTION
AutoCAD SHX Text
T.U. BALL
AutoCAD SHX Text
2"
AutoCAD SHX Text
1
AutoCAD SHX Text
2.
AutoCAD SHX Text
FILTRATION PUMP DISCHARGE
AutoCAD SHX Text
T.U. BALL
AutoCAD SHX Text
2"
AutoCAD SHX Text
1
AutoCAD SHX Text
B.F. = BUTTERFLY
AutoCAD SHX Text
T.U. = TRUE UNION
AutoCAD SHX Text
8.
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FEATURE PUMP DISCHARGE
AutoCAD SHX Text
B.F. GEAR
AutoCAD SHX Text
4"
AutoCAD SHX Text
1
AutoCAD SHX Text
7.
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FEATURE PUMP SUCTION
AutoCAD SHX Text
B.F. LEVER
AutoCAD SHX Text
6"
AutoCAD SHX Text
1
AutoCAD SHX Text
6.
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ACID INJECTION
AutoCAD SHX Text
T.U. BALL
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1
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3.
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CHLORINATOR INFLUENT
AutoCAD SHX Text
T.U. BALL
AutoCAD SHX Text
1"
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1
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4.
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CHLORINATOR EFFLUENT
AutoCAD SHX Text
T.U. BALL
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1"
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1
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5.
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CHLORINATOR BYPASS
AutoCAD SHX Text
T.U. BALL
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2"
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1
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9.
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FEATURE SUPPLY PIPE
AutoCAD SHX Text
T.U BALL
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1 1/2"
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22
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10.
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WINTERIZING VALVE
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T.U BALL
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3/4"
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22
Page 7: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-7

ReservoirDetails

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

RESERVOIR LAYOUT1 SCALE: 1/2" = 1'-0"

RESERVOIR SECTION 12 SCALE: 1/2" = 1'-0"

RESERVOIR

5'-0

" 5'-6

"

6"

8'-8"

NOTE:SEE STRUCTURAL DRAWINGSFOR ADDITIONAL RESERVOIRNOTES AND DESIGN.

ACCESSHATCH

1'-5"

4"

11

"

4"

9"

4'-1

0"

4" 5" 1'-0" 10" 10" 10" 10" 10" 10" 10" 8" 5"

8'-8"

8'-0

"

3'-0 3/4"2'-0" 3'-7 1/4"

3'-0

3/4

"

RESERVOIR SECTION 23 SCALE: 1/2" = 1'-0"

RESERVOIR

OPERATING WATER LEVELEL. 691.78'

5'-0

"

5'-6

"

6"

FILTER ROOM FLOOREL. 693.20'

8'-0"

10

'-0"

1'-0

"1

'-0"

10'-8"

1'-0" 1'-0"

9"

4"

4"

8"1'-4

"

1'-8

"

3" 5"

8"

7"

3SP-7

3SP-7

2SP-7

2SP-7

OVERFLOW STANDPIPE TO STORM, SEEPLUMBING DRAWINGS

NEW 1 1/2" X 1 1/2" X 1 1/2"THICK FIBERGRATE MOLDEDGRATING W/ SLIP RESISTANTFINISH BY FIBERGRATECOMPOSITE STRUCTURES

NEW 1 1/2" X 1 1/2" X 1 1/2"THICK FIBERGRATE MOLDEDGRATING W/ SLIP RESISTANTFINISH BY FIBERGRATECOMPOSITE STRUCTURES

2" FILTERED WATER SUPPLY PIPE,EXTEND TO WITHIN 6" OFRESERVOIR FLOOR

8" OPENING INGRATING FOR FILL

2" REFLECTION PIPE,EXTEND PIPE TO WITHIN 6"OF RESERVOIR FLOOR

1 1/2" FEATURESUPPLY PIPES(TYP. 22)

6" FEATURE PUMPSUCTION PIPE

2" FILTRATION PUMPSUCTION PIPE WITHANTI-VORTEX PLATEAT TANK FLOOR

OPEN SITE-TO STORM,COORDINATE WITH CIVIL ENGINEER

3"

3"

3" 3"

RESERVOIR OVERFLOW SUMPPUMP, SEE PLUMBING DRAWINGS

12" X 12" X 2" DEEP RECESS INRESERVOIR FLOOR

SCALE: 1" = 1'-0"

3" 1'-8" 3"

NEW 1 1/2" X 1 1/2" X 1 1/2"THICK FIBERGRATE MOLDEDGRATING W/ SLIP RESISTANTFINISH BY FIBERGRATECOMPOSITE STRUCTURES

1 1

/2"

1'-8"OPENING IN SLAB

12" X 12" X 2" DEEP RECESS INRESERVOIR FLOOR

6"

RESERVOIR OVERFLOW SUMPPUMP DISCHARGE PIPE W/ A 6"FREE FALL AT POINT OF DISPOSAL,SEE PLUMBING DRAWINGS

2" REFLECTION PIPE,EXTEND PIPE TO WITHIN 6"OF RESERVOIR FLOOR

10

"1

0"

6"

10

"1

0"

6"

1 1/2" FEATURESUPPLY PIPES(TYP. 22)

1 1/2" FEATURESUPPLY PIPES(TYP. 22)

10

"1

0"

6"

6" MAIN DRAINPIPES (TYP. 2)

10"10"

1'-0

"

4'-10"

4SP-7

4SP-7

RESERVOIR SECTION 34 SCALE: 1/2" = 1'-0"

6" FEATURE PUMPSUCTION PIPE

1 1/2" FEATURESUPPLY PIPES(TYP. OF 23)

9

10

TYP. 22

4" PRESSUREREDUCING VALVEPIPE, EXTEND TOWITHIN 6" OFRESERVOIR FLOOR

5'-0

"5'-6

"

6"

8'-0"

10

TYP. 22

4" PRESSURE REDUCINGVALVE PIPE, EXTEND TO WITHIN6" OF RESERVOIR FLOOR

2" FILTERED WATER SUPPLY PIPE,EXTEND TO WITHIN 6" OFRESERVOIR FLOOR

6" MAIN DRAINPIPES (TYP. 2)

OPERATING WATER LEVELEL. 691.78'

FILTER ROOM FLOOREL. 693.20'

ACCESS HATCH DETAIL5 SCALE: 1/2" = 1'-0"

BILCO - TYPE `K` FLOOR DOOR30" X 30" MANUFACTUREDBY BILCO COMPANY,PH. # 203-934-6363.INSTALLATION AS PERMANUFACTURE'S INSTRUCTIONS

LADDER RUNGS TO BE HAMMERDRIVEN INTO PREFORMED HOLES.MANUFACTURED BY PARSONENVIRONMENTAL, MODEL#P14850 INSTALLATION AS PERMANUFACTURE'S INSTRUCTIONS

RESERVOIR

1'-6

"1

'-0"

TYP.

5'-0

"

5'-6

"

3'-0 3/4" 2'-6

"

1'-0

"

OPERATING WATER LEVELEL. 691.78'

FILTER ROOM FLOOREL. 693.20'

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19
Page 8: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-8

Details

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

MAIN DRAIN INSTALLATION DETAIL1 SCALE: 1" = 1'-0"

#4'S @ 12" O.C.EACH WAY

OPENINGS IN GRATENOT TO EXCEED 1/2"

MAIN DRAIN PIPE, SEEPIPING PLAN FOR SIZES,PROVIDE REDUCINGBUSHING IF REQUIRED

#4'S @ 12" O.C.#4'S,18" X 14" X 18",THREE EACH WAY

#4'S,18" X 14" X 18",THREE EACH WAY

NOTE:DRAINS MUST BE COMPLETELYENCAPSULTED IN CONCRETEWITH MIN. 4000 PSI

18" MIN. LAP

1'-0 3/8"8" 1'-0 3/8" 8"

GS INSTALLATION DETAIL2 SCALE: 1" = 1'-0"

5'' DIA

TOP VIEW

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

NOTE:TYPICAL OF:· GS GEYSER· GS SOLO SPURT· GS SPLIT SPURT· GS STRAIGHT UP· GS THE WAVE

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN #3's CIRCULAR

TIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

SECTION

1'-0" DIA.

1'-6

"1

'-2"

4 5

/8"

1 1

/2"

MIN

.

FS SURF STONE 1 INSTALLATION DETAIL4 SCALE: 1" = 1'-0"

2'-3''

PLAN VIEW

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

10

"

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

FS SURF STONE 3 INSTALLATION DETAIL6 SCALE: 1" = 1'-0"

PLAN VIEW

2'-3''

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

FS SURF STONE 2 INSTALLATION DETAIL5 SCALE: 1" = 1'-0"

1'-7''

PLAN VIEW

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

GS LILYPAD INSTALLATION DETAIL3 SCALE: 1" = 1'-0"

2'-0'' DIA

PLAN VIEW

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

FS CRITTER 1 INSTALLATION DETAIL8 SCALE: 1" = 1'-0"

PLAN VIEW

1'-2'' DIA

NOTE:ANCHOR BASE MUSTBE COMPLETELYENCAPSULTED INCONCRETE WITH MIN.4000 PSI

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

1'-1

1''

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

GS CRITTER 2 INSTALLATION DETAIL7 SCALE: 1" = 1'-0"

PLAN VIEW

1'-2'' DIA

WATERPLAY FOOTING "F"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

BONDING LUG

#4's 12" O.C.EACH WAY

WATER SUPPLY PIPE,SEE PIPING PLAN

SECTION

1'-6

"1

'-2"

3'-0

''

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

#3's CIRCULARTIES @ 6" O.C.(4) VERTICAL #3'sEQUALLY SPACED

1 1/2"MIN.

1'-0" DIA.

4 5

/8"

1 1

/2"

MIN

.

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Page 9: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-9

Details

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

PLAYPHASE INSTALLATION DETAIL1 SCALE: 1" = 1'-0"

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

1'-0"

SECTION

TOP VIEW

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

ACTIVATOR POWER POST INSTALLATION DETAIL8 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

CONDUIT TO FEATURECONTROLLER

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.

2"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

TOP VIEW

3'-6

1/2

"

10"

CUSTOM LEAF SHIELD INSTALLATION DETAIL9 SCALE: 1" = 1'-0"

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

TOP VIEW

4'-2

1/2

"

2'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.

2"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

FS FUN-BRELLA INSTALLATION DETAIL2 SCALE: 1" = 1'-0"

TOP VIEW

7 1/2"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

3'-1

"

FS FUN-GUY INSTALLATION DETAIL3 SCALE: 1" = 1'-0"

TOP VIEW

1'-7

"

1'-9 1/2"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

2'-2

"

FS SPINNY SQUIRT INSTALLATION DETAIL4 SCALE: 1" = 1'-0"

TOP VIEW

Ø1'-4 1/2"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

#4's 12" O.C.EACH WAY

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

2'-0

"

FS TEAM BLASTER INSTALLATION DETAIL6 SCALE: 1" = 1'-0"

2'-11"

TOP VIEW

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

3'-1

"

FS SPLASH BLASTER INSTALLATION DETAIL3 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.

2"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

TOP VIEW

1'-1"

9 1/2"

2'-1

1"

FS WIGGLY SR INSTALLATION DETAIL5 SCALE: 1" = 1'-0"

7 1/2"

TOP VIEW

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

3'-2

"

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11/30/19
Page 10: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-10

Details

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

FS LEAFLET INSTALLATION DETAIL3 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

9'-0

1/2

"

7'-4

1/2

"

TOP VIEW

FS SPIN SPRAY 2 INSTALLATION DETAIL2 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

2'-2 1/4"

TOP VIEW

8'-6

1/2

"

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

FS WATERFALL 3 INSTALLATION DETAIL1 SCALE: 1" = 1'-0"

7'-3"

TOP VIEWSECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

6'-5"

4'-9

"

FS TRILLY LILLY WINDY INSTALLATION DETAIL4 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

10

'-10

"

TOP VIEW

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Page 11: SPLASH PAD LAYOUT Park Development - V3 Companies · Splash Pad Layout, Equipment List and Data. DRAW / REVISION SHEET NUMBER. 320 W. Jackson Avenue Naperville, IL 60540 Phone: 630-848-5000

SP-11

Details

DRAW / REVISION

SHEET NUMBER

320 W. Jackson AvenueNaperville, IL 60540Phone: 630-848-5000

CIVIL ENGINEER / SURVEYOR /STRUCTURAL ENGINEEREngineering Resource Associates3s701 West Avenue, Suite 150Warrenville, IL 60555

ARCHITECTCharles Vincent George Architects1245 E Diehl Rd, Suite 101Naperville, Iliinois 60563

AQUATICInnovative Aquatic Design, LLC (WT Group)2675 Pratum AvenueHoffman Estates, Illinois 60192

MECHANICAL / ELECTRICAL ENGINEERIMEG1100 Warrenville Road, Suite 400WNaperville, Illinois 60563

IRRIGATIONFRS Design Group, LLC167 South Lexington StreetSpring Green, Wisconsin 53588

SHEET TITLE

PROJECT TEAM

PROJECT

815-254-0091 www.uplanddesign.com

Park Planning and Landscape Architecture

24042 Lockport St, Plainfield, Illinois 60544

ltd

Project Number 620© Copyright 2019 Upland Design Ltd.Q:\2018\1810719A - Southwest Community Park (SplashPad)\1810719A - Project Dwgs\1810719A - SP-Dwgs

LANDSCAPE ARCHITECT

PK/TM

Wolf’sCrossingCommunityParkDevelopment3252 Wolf's Crossing Road

15APR2019MK/MB Issue for Permit 14MAR2019

Bid / Permit Resubmittal

SIGNED

MARK O. VENTRELLI, P.E. # 062-050025

EXPIRES

GS FROG INSTALLATION DETAIL1 SCALE: 1" = 1'-0"

#4's 12" O.C.EACH WAY

FINISHED SURFACE1'-8''

PLAN VIEW

SECTION

1'-8" X 1'-8"

5"

8"

1'-6

"

CONCRETE FOOTING

WATER SUPPLY PIPE,SEE PIPING PLAN

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

#4's @ 10" O.C.,BOTH WAYS

GS GROUP VOLCANO INSTALLATION DETAIL3 SCALE: 1" = 1'-0"

TOP VIEW

#4's 12" O.C.EACH WAY

FINISHEDSURFACE

4'-3" X 4'-3"

3"5"

8"

1'-6

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE

SECTION

WATER SUPPLY PIPE,SEE PIPING PLAN

3'-4

"

3'-7 1/2"

#4's @ 12" O.C.,BOTH WAYS

CONCRETE FOOTING

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

GS SPRAY TUNNEL 4 INSTALLATION DETAIL4 SCALE: 1" = 1'-0"

NOTE:ANCHOR BASE MUST BECOMPLETELY ENCAPSULTED INCONCRETE WITH MIN. 4000 PSI

4'-8 1/2"

1'-7

"

WATER SUPPLY PIPE,SEE PIPING PLAN1

'-6"

8"

5"

3"

5'-4" X 2'-0"

FINISHED SURFACE

#4's 12" O.C. EACHWAY

CONCRETE FOOTING

#4's @ 12" O.C.,BOTH WAYS

TOP VIEW

SECTION

FS ANETH BLOOM 3 INSTALLATION DETAIL2 SCALE: 1" = 1'-0"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

6'-9"

10

'-4"

TOP VIEW

FS SNEAKY SPIN SOAKER 3 INSTALLATION DETAIL5 SCALE: 1" = 1'-0"

TOP VIEW

4'-1"

SECTION

2'-0" DIA.

#3's CIRCULARTIES @ 6" O.C.

(9) 19" VERTICAL #5'sEQUALLY SPACED

2'-0

"1

'-0"

WATER SUPPLY PIPE,SEE PIPING PLAN

WATERPLAY FOOTING "C"

1 1/2"MIN.

BONDING LUG

6"

1 1

/2"

MIN

.2

"

TO BE FLUSH AND LEVELWITH FINISHED SURFACE #4's 12" O.C.

EACH WAY

NOTE:ANCHOR BASEMUST BECOMPLETELYENCAPSULTED INCONCRETE WITHMIN. 4000 PSI

10

'-9"

AutoCAD SHX Text
4/12/19
AutoCAD SHX Text
11/30/19