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