Splash Pad Installation At Flora Hill Park, Colonial Heights VA - Rebid

EARTH WORK: CONCRETE NOTES:
THE FOLLOWING SPECIFICATIONS ARE BASED ON IDEAL SOIL CAST IN PLACE CONCRETE NOTES:
CONDITIONS. IF THERE IS CONCERNS WITH THE SOIL BEING SUITABLE
FOR A CONCRETE SPLASH PAD, IT IS RECOMMENDED THAT A SOIL 1. DESIGN CODE: ACI 318 LATEST EDITION.
ENGINEER PROVIDE SOIL TEST AND RECOMMENDATIONS FOR THIS 2. VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, &
PRE-PACKAGED SPLASH PAD. REINFORCEMENT REQUIREMENTS FOR CONCRETE SLAB.
3. MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS:
INSTALLER WILL NEED TO ESTABLISH ELEVATION OF THE SPLASH PAD TYPE STRENGTH LOCATION
PERIMETER. THE ELEVATION SHOULD CONSIDER AVOIDING SITE A Fc'=4,000PSI SPLASH PAD & APRON
DRAINAGE, ADJACENT HARD SURFACES WATER SHEDDING, AND 4. REINFORCING STEEL:
FINISHING TO EXISTING STRUCTURES AND SURFACES. DETERMINING 4a) CONCRETE REINFORCEMENT TO BE #4 REBAR @ 12"
PROPER ELEVATION IS THE INSTALLER RESPONSIBILITY. O.C. EACH WAY OR EQUIVALENT WELDED WIRE MESH
(W6 ON 4"X4" SPACING OR W10 ON 6"X6" SPACING)
IN PREPARATION FOR SPLASH PAD INSTALLER NEEDS TO REMOVE TOP 4B) DEFORMED BARS-ASTM A615 GRADE 60KSI. SOIL AND VEGETATION FROM THE AREA EFFECTED BY THIS WORK. THE 5. PLACE ALL ITEMS PER APPROVED SHOP DWGS. AND
SPLASH PAD AREA REQUIRES A MINIMUM OF A 12" COMPACTED APPROVED CONCRETE MIX DESIGNS.
SAND BASE. SAND BASE TO CONSIST OF A NON-FROST SUSCEPTIBLE 6. PROVIDE CONCRETE COVER PER ACI 318.
AND HAVING 5% OR LESS PARTICLES, (BY WEIGHT) FINER THAN THE 7. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM
#200 SIEVE AND 40% OR LESS PARTICLES FINER THAN #40 SIEVE. FILL FINISH.
SHOULD BE COMPACTED TO A MINIMUM OF 95% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM: D698). GENERAL CAST IN PLACE CONCRETE NOTES:
1. DESIGN CODES ACI 318 AND "ACI DETAILING MANUAL",
LATEST EDITION.
2. PROVIDE ALL ACCESSORIES AND SUPPORTS NECESSARY TO
SECURE REINFORCING STEEL PER "ACI DETAILING MANUAL" NO
OTHER METHODS OR MATERIALS WILL BE ACCEPTABLE.
GENERAL SPLASH PAD NOTES: 3. PROVIDE PLASTIC CHAIRS AND BAR SUPPORTS IN ALL
AREAS OF EXPOSED CONCRETE. 1. IT IS THE INSTALLERS RESPONSIBILITY TO LOCATE ALL 4. PROVIDE CONCRETE PROTECTION FOR ALL
UTILITIES AND ALL OTHER FACILITIES ABOVE AND BELOW REINFORCEMENT AS PER ACI 318, SECTION 7.7
GRADE PRIOR TO PERFORMING ANY WORK. REQUIREMENTS FOR CAST IN PLACE CONCRETE:
2. THE BACKFLOW PREVENTER ON THE WATER MAKE-UP LINE 5. LAP SPLICES AT ALL REINFORCING IN ALL CAST IN
SHALL INCLUDE A PRESSURE REDUCING VALVE AND PLACE CONCRETE SHALL BE AS FOLLOW, U.N.O.
PRESSURE GAUGE. THE INSTALLER MUST SET THE INCOMING #4 BAR=24"
COLD WATER LINE PRESSURE BETWEEN 30 TO 40 PSI 6. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM
BEFORE INITIAL SPLASH PAD START-UP.
FINISH.
3. ELEVATIONS AND CENTER LINES ARE FOR REFERENCE
7. CONCRETE RE-INFORCING GRID TO BE INSTALLED AND NSPECTED
PURPOSES ONLY. IT IS THE INSTALLERS RESPONSIBILITY TO
DETERMINE AND VERIFY ACTUAL CENTER LINES, LOCATIONS, AS REQUIRED BY THE LOCAL JURISDICTION.
AND ELEVATIONS.
4. ALL MECHANICAL INSTALLATION WORK SHALL BE
COMPLETED IN A WORKMAN LIKE MANNER ACCORDING TO
STANDARD INDUSTRY PRACTICE.
5. DRAIN LINE CONNECTION MUST BE INSTALLED PER LOCAL
CODES. CHECK WITH LOCAL PLUMBING INSPECTOR PRIOR TO
CONSTRUCTION FOR PROPER DRAIN LINE CONNECTION.
6. SIGNAGE MUST BE PROVIDED IN ACCORDANCE WITH LOCAL ELECTRICAL NOTES:
AND STATE CODES.
AQUASMART(R) PACKAGE F SPLASH PAD 7. THE OWNER IS RESPONSIBLE FOR DESIGNATING A PERSON 1. BONDING
TO OPERATE AND MAINTAIN THE SPLASH PAD AND ALL 1a) ALL METALLIC PIPING, STRUCTURAL REINFORCEMENT
RELATED FACILITIES AND EQUIPMENT IN ACCORDANCE WITH
AND EMBEDS REQUIRE BONDING/GROUNDING PER NEC
LOCAL AND STATE OPERATION AND MAINTENANCE CODES.
AND LOCAL CODES.
8. A RECORD OF THE SPLASH PAD'S OPERATION AND
ROUTINE MAINTENANCE MUST BE KEPT BY THE DESIGNATED 1b) ALL REQUIRED GROUNDING/BONDING TO BE APPROVED
INTRODUCTION: OPERATOR IN ACCORDANCE WITH LOCAL AND STATE CODES. BY LOCAL JURISDICTION INSPECTOR PRIOR TO PLACING BILL OF MATERIALS: 9. TOILETS, SHOWERS, DRINKING FOUNTAINS, AND DRESSING CONCRETE.
P SP ER LA IM SH ET P ER A D A P TO RO C N O A N N S D IST T O HE F F A O LL 4 O 4' W -0 I " N C G O P N L C AY R E F T E E A P TU A R D E W S: ITH A 5'-0" S 1 P : LAS G H E P N A ER D A L D IN R F A O W RM IN AT G IO N LIST: 1. ( P 1 A 0 D ) W D A A T T E A R ) PLAY FEATURES (SEE GENERAL SPLASH R A O C O C M O S R D M A U N ST C B E E W C IT O H N L V O E C N A IE L N A TL N Y D A S V T A A I T L E A C BL O E D T E O S . PATRONS IN START-UP CHECK LIST
2. MECHANICAL SYSTEM COMPONENTS: PLUMBING NOTES:
2: SITE PLAN
3: CONCRETE PLAN 2a)( N 1 O ) H N Y -E D L R E O C L TR O IC G A IX L (R) W TH A E T H ER Y D D R E O LIV LO ER G Y IX S (R) Y S S Y TE S M TE . M SY IS ST A EM TO CONSIST 1. P N I E P C IN E G SS I A S R D IL R Y A I W ND N I C FO AT R E C E L X A A R C IT T Y R A O N U D TI N D G O . ES NOT 1. L IN E S A P K E S C O T N A C LL E P P IP IP IN ES G A A R N E D FI L P L I E P D IN W G IT A H C W C A ES T S E O R. RIES FOR
4: CONCRETE SECTION AND DETAILS OF ACTIVATION BOLLARD, DISTRIBUTION MANIFOLD AND
2. WATER SERVICE AND DRAIN PIPING TO BE SCH 80 PVC OR 2. PRIOR TO OPERATION, FLUSH ALL LINES OF
5: PIPING AND ELECTRICAL PLAN COLLECTION DRAIN HOUSED IN A STAINLESS STEEL BODY. ALL PER LOCAL CODES. ACCUMULATED DEBRIS.
6: MECHANICAL DETAIL INTERNAL COMPONENTS AND MECHANISMS TO BE EITHER 3. ALL NON-DRAIN PIPING MUST BE PRESSURE TESTED PRIOR 3. TEST ALL PLUMBING LINES AND FITTINGS FOR
7: HYDROLOGIX(R) INSTALLATION DETAILS S S T Y A ST IN EM LE S IS S 3 S 0 TE P E S L I O - 4 R 0 B P R SI A W SS H . I I C D H EA W L I W LL A D T E E L R IV P E R R E S 6 S 0 U G R P E M F O W R A T T H E I R S H TO O U B R A C W K IT F H IL L N IN O G P . R W ES A S T U E R R E T D ES R T O IN P G IS L I T N H E E S P A R T E F 3 E 0 R P R S E I D FO M R E ( T 1 H ) OD 4. L A E L A L K C S U . R ST E O PA M IR W IF A N TE E R C D ES E S V A IC RY E S A , N ET D C F . L M U U SH ST C B L E EAN. 8: TRIPLE NOZZLE GROUND SPRAY FLOW. THE ACTIVATOR WILL HAVE (6) 1" DISCHARGES THAT HAVE OF TESTING. ISOLATE ALL PIPING APPURTENANCES FROM THE INSTALLATION DETAILS G AC A T T I E V V A A TI L O V N E S D F U O R R A T B IO AL N A W NC IL I L N B G E A FL D O J W US S T T A O B L T E H U E P W T A O T E 9 R 0 E S L E E C M O E N N D TS S . P H R IG ES H S U PR R E E S O SU F R T E H I O S P TE E S R T A , T A IO S T N H A EY N A D R D E A N M O A T G D E E S M IG A N Y E O D C F C O U R R. ALL P P R ER O F P O E R R M LY A I N N C ST E A . LLED AND ADJUSTED FOR PROPER
9: GROUND SPRAY WITH NOZZLE INSERT LONG. TEST FAILURES SHALL BE CORRECTED. 5. VERIFY PROPER INCOMING WATER PRESSURE BEFORE
INSTALLATION DETAILS 4. ALL DISCHARGE, AND DRAIN LINES MUST HAVE A MEANS START-UP. 10: GROUND SPRAY WITH EYEBALL INSERT WATER QUALITY GUIDELINES FOR DRAINAGE FOR WINTERIZATION.
5. SUPPLY LINE VELOCITY NOT TO EXCEED 8 FT/SEC.
MANIFOLD INSTALLATION DETAILS MUNICIPAL POTABLE WATER - 2" SUPPLY PIPE 6. GRAVITY DRAIN LINE VELOCITY NOT TO EXCEED
MECHANICAL SYSTEM TO BE LOCATED IN THE CENTER OF THE PAD. THE 11: USER SIGN INSTALLATION DETAILS GENERAL SPLASH PAD DATA 3.0 FT/SEC.
HYDROLOGIX IS A NON-ELECTRICAL WATER DELIVERY SYSTEM. 7. DRAINAGE GRATING VELOCITY NOT TO EXCEED 1.5 FT/SEC.
SYSTEM TO CONSIST OF ACTIVATION BOLLARD, DISTRIBUTION NOMINAL TOTAL SURFACE AREA: 1,520sq.ft.
MANIFOLD AND COLLECTION DRAIN HOUSED IN A STAINLESS STEEL BODY. ALL INTERNAL COMPONENTS AND MECHANISMS TO BE EITHER NOMINAL TOTAL FEATURE FLOW: 57 GPM
STAINLESS STEEL OR BRASS. IDEAL WATER PRESSURE FOR THIS NOMINAL FEATURE FLOW RATE:
SYSTEM IS 30 PSI - 40PSI WHICH WILL DELIVER 60GPM WATER FLOW.
THE ACTIVATOR WILL HAVE (6) 1" DISCHARGES THAT HAVE GATE
VALVES FOR BALANCING FLOWS TO THE WATER ELEMENTS.
ACTIVATION DURATION WILL BE ADJUSTABLE UP TO 90 SECONDS
LONG.
REQUIRED UTILITIES:
1. DOMESTIC WATER REQUIREMENTS:
2", DOMESTIC WATER SUPPLY WITH AN APPROVED BACKFLOW
PREVENTER AND PRESSURE REGULATOR REGULATED TO
30 PSI TO 40PSI IN ACCORDANCE WITH LOCAL AND STATE CODES
(VERIFY LINE SIZE W/ MUNICIPALITY PRIOR TO CONSTRUCTION)
2. DRAIN: 1101 McKinley Parkway
4" WASTE LINE PER LOCAL CODES. Delano MN 55328
Ph# - 888-438-6574
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF .GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
TEEHS
REVOC
moc.islyalp.xitauqa
AQ101134
1
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
1-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

8'-0"
5'-0" CONCRETE
APRON
SPLASH
PAD
11'-0" 8'-0"
12'-0"
NOTE: USER SIGN TO
BE PLACED AT TYPICAL
ENTRY POINT OF SPLASH PAD
1 SITE PLAN LAYOUT
2 1/8" = 1'-0"
LLAREVO
"0-'44
.PYT
"0-'5
DAP
HSALPS
"0-'43
NORPA
"0-'9
"0-'9
"0-'8
"0-'3
"0-'6
"0-'2
"0-'9
9'-0"
13'-0"
"6-'5
"0-'4
9'-6"
4'-0" 4'-0"
"0-'9
(R)
NOTE:
1. ALL CONCRETE SLOPES TO BE 18"/FT MIN. 2. SITE ELEVATIONS OF SPLASH PAD AND CONCRETE
APRON TO BE VERIFIED BY OTHERS. AQUATIX
ELEVATION REFERENCE IS 0'-0" FOR TOP
PERIMETER EDGE OF THE SPLASH PAD. ALL OTHER NOTED ELEVATIONS ARE REFERENCED FROM THAT
POINT.
3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A
FLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEE
INDIVIDUAL STRUCTURE MOUNTING
INSTALLATION INSTRUCTIONS.
4. INDICATES SAW CUT JOINT
5. INDICATES EXPANSION JOINT
6. THE INTENT OF A SPLASH PAD IS TO BE A DRY
DECK WITH NO STANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THE PERIMETER OF
THE SPLASH PAD AND ALL WATER IS TO DRAIN
INTO THE DRAINAGE BOX. THE CONCRETE IS
TO BE FORMED AND SLOPED TO ACCOMMODATE
THIS DRAIN PATTERN.
7. IT IS RECOMMENDED THAT THE SURROUNDING
HARDSCAPE OR LANDSCAPING AREA BE SLOPED
AWAY TO PREVENT DEBRIS FROM BEING DRAINED
INTO THE SPLASH PAD DECK.
8. ALL CONCRETE SURFACES TO HAVE A MEDIUM
BROOM FINISH.
9. ARRANGE WATER PLAY STRUCTURES AND JET NOT
TO INTERFERE WITH EXPANSION AND SAW CUT
JOINTS
10. INDICATES SPLASH ZONE.
11. SPLASH ZONES ARE APPROXIMATE. ACTUAL
SPLASH ZONE MAY VARY BASED ON VARIOUS
ENVIRONMENTAL CONDITIONS, FLOW RATES, SLOPE OF THE SPLASH PAD, SUBMERGENCE
DEPTH AND WIND.
SITE LAYOUT ASSUMES NO STRONG PREVAILING WINDS FROM ANY
SPECIFIC DIRECTION. PLEASE ADVISE
AQUATIX AS SOON AS POSSIBLE IF
WIND CONDITIONS MAY EFFECT
PRODUCT SPRAY ZONES.
6"
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
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yelniKcM
1011
82355
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,onaleD
4756-834-888 0025-279-367
NOITACOL
NALP
ETIS
moc.islyalp.xitauqa
AQ101134
2
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
2-431101QA
STC
SWEIV
EES
52/2/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

EDGE OF CONCRETE APRON (TYP)
EDGE OF SPLASH PAD (TYP) SAW CUT JOINT
SEE DETAIL 4/4
PERIMETER EDGE OF
SPLASH PAD
ELEVATION 0'-0"
TOP OF DRAIN
SEE NOTE 2
ELEVATION -0'-2 1"
2
PERIMETER OF CONCRETE APRON
ELEVATION +0'-5 "
8
EXPANSION JOINT
1 CONCRETE PLAN
3 1/8" = 1'-0"
EPOLS
3
4
OPE
SL
SLOPE SLOPE
1
4
PE
O
SL
34'-0" SPLASH PAD
EPOLS
SLO
PE
SLOPE SLOPE
SLO
PE
4
4
2 4
5'-0" TYP. APRON
44'-0" OVERALL
EPOLS
EPOLS
.PYT
"0-'01
NOTE:
1. ALL CONCRETE SLOPES TO BE 1 8"/FT MIN.
2. SITE ELEVATIONS OF SPLASH PAD AND CONCRETE
APRON TO BE VERIFIED BY OTHERS. AQUATIX
ELEVATION REFERENCE IS 0'-0" FOR TOP
PERIMETER EDGE OF THE SPLASH PAD. ALL OTHER
NOTED ELEVATIONS ARE REFERENCED FROM THAT
POINT.
3. SURFACE MOUNTED STRUCTURES MAY REQUIRE A
FLAT/LEVEL SURFACE FOR PROPER INSTALLATION. SEE
INDIVIDUAL STRUCTURE MOUNTING
INSTALLATION INSTRUCTIONS.
4. INDICATES SAW CUT JOINT
5. INDICATES EXPANSION JOINT
6. THE INTENT OF A SPLASH PAD IS TO BE A DRY
DECK WITH NO STANDING WATER. THE WATER IS
TO BE CONTAINED WITHIN THE PERIMETER OF
THE SPLASH PAD AND ALL WATER IS TO DRAIN
INTO THE DRAINAGE BOX. THE CONCRETE IS
TO BE FORMED AND SLOPED TO ACCOMMODATE
THIS DRAIN PATTERN.
7. IT IS RECOMMENDED THAT THE SURROUNDING HARDSCAPE OR LANDSCAPING AREA BE SLOPED
AWAY TO PREVENT DEBRIS FROM BEING DRAINED
INTO THE SPLASH PAD DECK.
8. ALL CONCRETE SURFACES TO HAVE A MEDIUM
BROOM FINISH.
9. ARRANGE WATER PLAY STRUCTURES AND JET NOT
TO INTERFERE WITH EXPANSION AND SAW CUT JOINTS
10. INDICATES SPLASH ZONE.
11. SPLASH ZONES ARE APPROXIMATE. ACTUAL SPLASH ZONE MAY VARY BASED ON VARIOUS
ENVIRONMENTAL CONDITIONS, FLOW RATES,
SLOPE OF THE SPLASH PAD, SUBMERGENCE
DEPTH AND WIND.
SEE PAGE 4 FOR
SECTION DETAILS
IMPORTANT: SEE NOTE #6
CONCERNING SPLASH
PAD SLOPE
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
NALP
ETERCNOC
moc.islyalp.xitauqa
AQ101134
3
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
1-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

1'-0"
3 EDGE DETAIL
4 1/2" = 1'-0"
"8
"5
NOTE:
-FIELD VERIFY LOCATION AND ELEVATIONS OF JOINTS. MIN. 5" 4000 PSI
CONTRACTOR MAY SUBMIT NEW LOCATIONS FOR APPROVAL CONC. W/ REBAR
-DIAGRAMMATIC ONLY REINFORCEMENT
PER NOTE 12
SLOPE
CAULKED 1/2" EXPANSION
JOINT (PAINT CAULK)
MIN. 12"
GRAN. FILL
MIN. 12" GRAN. FILL
THICKEN TO 8"
WITHIN 16" OF JOINT
"8
MIN. 5" 4000PSI CONC.
W/ REBAR REINFORCEMENT
PER NOTE 10
#5 REBAR DOWELS
1'-4" 2' LG @ 1-0" O.C.
2 EXPANSION JOINT 1 " JOINT FILLER 2 4 1/2" = 1'-0"
"5
SAW CUT JOINT
PVC SLEEVE,
CAP END
WATER STOP MIN. 12" GRAN. FILL
4 SAW CUT JOINT
4 1/2" = 1'-0"
"5
NOTE: NOTE: (CONTINUED)
1. CONCRETE TO BE THICKENED AT ALL PRODUCT INSTALLATION LOCATIONS (BOTH 6. IT IS RECOMMENDED THAT THE SURROUNDING HARDSCAPE OR
EMBED AND ABOVE GROUND STRUCTURES). REFER TO INSTALLATION DRAWINGS LANDSCAPING AREA BE SLOPED AWAY TO PREVENT DEBRIS
FOR EACH PRODUCT. FROM BEING DRAINED INTO THE SPLASH PAD DECK.
2. ALL CONCRETE SLOPES TO BE 1/8"/FT MIN. 7. ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH.
3. SITE ELEVATIONS OF SPLASH PAD AND CONCRETE APRON TO BE VERIFIED 8. COORDINATE EXACT LOCATION OF SAW CUTS AND EXPANSION JOINTS
BY OTHERS. AQUATIX(R) ELEVATION REFERENCE IS 0.00 FOR TOP EDGE OF SPLASH PAD. WITH PLAY EQUIPMENT LOCATIONS.
4. THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NO STANDING WATER, 9. VERIFY LOCAL/STATE CODES FOR TYPE, THICKNESS, &
THE WATER IS TO BE CONTAINED WITHIN THE PERIMETER OF THE SPLASH PAD AND ALL REINFORCEMENT REQUIREMENTS FOR CONCRETE SLAB.
WATER IS TO DRAIN INTO COLLECTOR BOX. THE CONCRETE IS TO BE FORMED 10. CONCRETE REINFORCEMENT TO BE #4 REBAR @ 12" O.C. EACH WAY
AND SLOPED TO ACCOMMODATE THE DRAIN PATTERN. OR EQUIVALENT WELDED WIRE MESH
5. ALL SPLASH PAD WATER IS INTENDED TO REMAIN WITHIN DESIGNATED (W6 ON 4"X4" SPACING OR W10 ON 6"X6" SPACING)
SPLASH PAD DECK. UNDER NO CIRCUMSTANCES SHOULD SLOPE OF 11. 12" OF GRANULAR FILL RECOMMENDED, OR AS SOIL CONDITIONS
SPLASH PAD OR SLOPE OF SURROUNDING AREA ALLOW WATER TO AND/OR LOCAL CODE REQUIRES WITH A MINIMUM OF 2500 PSF SOIL
DRAIN OFF PAD. BEARING CAPACITY
12. THERE IS TO BE A MINIMUM OF 6" OF GRANULAR FILL AROUND ALL PIPING
JR WATER JEWEL, QTY:2
CURVY JET MANIFOLD TOP OF HYDROLOGIX(R) ACTIVATOR
DRAIN GRATING
SEE NOTE 4 STREAM JET TRIANGLE, QTY:2
PERIMETER OF
SPLASH PAD
(SEE NOTE 4)
EXISTING GROUND MIN. SLOPE MIN. SLOPE MIN. SLOPE MIN. SLOPE
1/8"/FT 1/8"/FT 1/8"/FT 1/8"/FT
2 TYP. 3 TYP. 4 MIL VAPOR BARRIER 4 4
HYDROLOGIX(R) ACTIVATOR
1 SPLASH PAD SECTION
4 3/16" = 1'-0"
MIN. 5" 4000 PSI
CONC. W/ REBAR
REINFORCEMENT
PER NOTE 10
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
ETERCNOC
moc.islyalp.xitauqa
SLIATED
DNA
SNOITCES
AQ101134
4
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
4-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

(R)
NOTE:
1. ALL SUPPLY AND DRAIN LINES TO SLOPE
1 8"/FT AWAY FROM SPLASH PAD.
2. GRAVITY DRAIN LINE VELOCITY NOT TO
EXCEED 3.0 FT/SEC. 3. REFER TO SPEC SHEET AND INSTALLATION
DRAWING FOR EACH PRODUCT.
4. ALL LINES FROM PIPE MANIFOLDS TO
FEATURES SHOULD NOT BE CROSSED.
5. ANY REQUIRED BACKFLOW DEVICE OR
WATER METER ON THE CITY WATER MAIN
SHALL BE PROVIDED BY OTHERS.
6. EXACT ROUTING OF PIPING TO BE
DETERMINED BY INSTALLING CONTRACTOR.
7. INCOMING FRESH WATER SUPPLY TO BE
PRE-ENGINEERED PIPING PROVIDED WITH AN APPROVED REGULATOR
SYSTEM (TYP) SET TO 30-40PSI IN ACCORDANCE WITH
LOCAL AND STATE CODES.
SLOPE LINES BACK
TO HYDROLOGIX
LEGEND
1/8" / FT SUPPLY LINE
SLOPE (TYP)
DRAIN LINE
SUCTION LINE
1/ S 8 L " O / P F E T (TYP) ELECTRICAL CONDUIT
4" DRAIN LINE
MANUAL VALVE
(BY OTHERS)
FLOW DIRECTION
ACTUATED VALVE
2" DOMESTIC WATER
SUPPLY LINE (BY OTHERS)
1 PIPING PLAN
5 1/8" = 1'-0"
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
NALP
GNIPIP
NIARD
DNA
YLPPUS
moc.islyalp.xitauqa
AQ101134
5
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
5-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

OPTIONAL UNDERGROUND
BATTERY POWERED CONTROLLER
VALVE BOX W/REMOVEABLE
AND VALVE
LID
1'-9"
2" WATERSUPPLY W/APPROVED
2" WATERSUPPLY TO
BACKFLOW PREVENTER AND PSI
HYDROLOGIX(R)
REGULATED TO 30-40 PSI
0-60PSI PRESSURE GAUGE
PRESSURE REGULATOR SET TO APPROX. 30-40PSI
BACKFLOW PREVENTER
2" WATERSUPPLY TO
HYDROLOGIX(R)
SERVICE VALVES, QTY: 2 INSTALLED AND PROVIDED BY
OTHERS, LOCATION T.B.D.
WATER SUPPLY SHUT OFF VALVE
2" DOMESTIC FRESH WATER SUPPLY
"6-'1
.xorppa
2-1/2'
SHUT-OFF VALVE
1 IN GROUND BATTERY POWERED CONTROLLER AND VALVE OPTION
6 1/2" = 1'-0"
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
NALP
LACINAHCEM
moc.islyalp.xitauqa
SLIATED
DNA
AQ101134
6
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
6-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

HYDROLOGIX(R) ELEVATION VIEW
3/4" = 1'-0"
"9-'2
"6-'1
RALUNARG
LLIF "5
ETERCNOC 4" ACTIVATOR POST
THIS SURFACE MUST BE LEVEL,
ACCESS PANEL FLUSH AND COVERED FOR
PROTECTION DURING INSTALLATION
SLOPE SLOPE
1" NPT MALE/FEMALE FEATURE
SUPPLY LINE, QTY: 6
THD ANCHOR ROD, QTY; 3
BONDING WIRE
2" WATER SUPPLY W/APPROVED BACKFLOW 4" NPT DRAIN COUPLING
PREVENTER AND PRESSURE REGULATOR SET TO 30-40PSI, REDUCE TO 11 " AT FITTING 3 4 " POLY MOUNTING PLATE INBEDDED
2
IN BACKFILL
4" DRAIN TO WASTE, REDUCE TO
3" AT FITTING
1
"
8
2
BROOM FINISHED CONCRETE,
SLOPE TOWARDS DRAIN
4" DRAIN LINE TO WASTE,
2 PIECE INSTALLATION AND
REDUCE TO 3" AT FITTING COUNTERSUNK HOLES IN
WINTERIZATION COVER
COVER, TYP
1 "-10x1" FLAT HEAD MACHINE
4
SCREW, USE ANTI-SEIZE ON THREAD
QTY: 10
HOLE FOR
ACTIVATION POST NOTE: REMOVE HYDROLOGIX(R) 1" NPT MALE/FEMALE
POST BEFORE CONCRETE POUR
FEATURE SUPPLY LINE,
QTY: 6
HYDROLOGIX(R) WINTER COVER ASSEMBLY
3/4" = 1'-0"
2" SCH80 PVC WATER
SUPPLY LINE REDUCED TO 1
1 " AT FITTING HYDROLOGIX(R) PLAN
2
3/4" = 1'-0"
WARNING:
1. 30-40PSI MAX INLET WATER PRESSURE.
HIGHER WATER PRESSURE MAY DAMAGE
HYDROLOGIX(R) AND VOID WARRANTY
2. ALL UNUSED FEATURE SUPPLY PORTS MUST BE
CAPPED USING A 1" NPT CAP TO AVOID
BUILD UP OF EXCESS WATER UNDER SPLASH
PAD
NOTE:
REMOVE AND DISCARD 1 "-20 FPHMS SCREWS
4
AFTER CONCRETE FINISHING. REPLACE WITH
PROVIDED SECURITY FASTENERS. APPLY ANTI-SEIZE
TO THREADS PRIOR TO INSTALLATION.
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
SLIATED
NOITALLATSNI
(R)XIGOLORDYH
moc.islyalp.xitauqa
AQ101134
7
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
7-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

WINTERIZATION PLUG
THIS SURFACE MUST
SS TRIPLE MIST NOZZLE INSERT
BE LEVEL AND FLUSH
O-RING FOR NOZZLE INSERT
UPRIGHT MOUNTING
STAKE
STAINLESS STEEL NOZZLE SOCKET
SLOPE LINE BACK TO HYDROLOGIX(R)
1 "/FT MIN.
8
GROUNDING LUG W/BOUNDING WIRE
PRE-ENGNIEERED
PLUMBING SYSTEM
LAY A LAYER COMPACTED
GRANULAR FILL PRIOR
TO LAYING OUT AND
SECURING PRE-ENGINEERED
PIPING.
PIPING HOLD DOWN
STAKE
1 TRIPLE MIST NOZZLE GROUND SPRAY DETAIL
8 3/4" = 1'-0"
DEEF
RETAW
"7
HTPED
ENIL
ETERCNOC
"5
NOTES:
1. REPLACE PLASTIC PLUGS WITH NOZZLE INSERTS AFTER CONCRETE HAS
CURED
2. RINSE AND BRUSH NOZZLE SOCKET AND NOZZLE THREADS BEFORE
INSTALLING NOZZLE
3. USE ANTI-SEIZE THREAD LUBRICANT ON NOZZLE THREADS
4. DO NOT FORCE NOZZLES TO THREAD IN, CLEAN AND LUBRICATE THREADS IF NOZZLE
DOES NOT GO IN SMOOTHLY
5. WINTERIZATION TO BE PERFORMED BY A TRAINED TECHNICIAN FAMILIAR WITH
PROPER WINTERIZATION PROCEDURES
6. TO PREVENT DAMAGE OR PERSONAL INJURY, REMOVE NOZZLES DURING STARTUP
AND WINTERIZATION PROCEDURS
7. BOND IN ACCORDANCE WITH NEC ARTICLE 680
MISTING NOZZLE (3X)
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
ELZZON
YARPS
DNUORG
TSIM
ELPIRT
moc.islyalp.xitauqa
SLIATED
NOITALLATSNI
AQ101134
8
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
8-431101QA
STC
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

WINTERIZATION PLUG
THIS SURFACE MUST SS NOZZLE INSERT
BE LEVEL AND FLUSH
O-RING FOR NOZZLE INSERT
UPRIGHT MOUNTING
STAKE
STAINLESS STEEL NOZZLE SOCKET
SLOPE LINE BACK TO HYDROLOGIX(R)
1 "/FT MIN.
8
GROUNDING LUG W/BOUNDING WIRE
PRE-ENGNIEERED
PLUMBING SYSTEM
LAY A LAYER COMPACTED
GRANULAR FILL PRIOR
TO LAYING OUT AND
SECURING PRE-ENGINEERED
PIPING.
PIPING HOLD DOWN
STAKE
1 GROUND SPRAY WITH NOZZLE INSERT DETAIL
9 3/4" = 1'-0"
ENIL
DEEF
RETAW
"7
HTPED
ETERCNOC
"5
NOTES:
1. REPLACE PLASTIC PLUGS WITH NOZZLE INSERTS AFTER CONCRETE HAS
CURED
2. RINSE AND BRUSH NOZZLE SOCKET AND NOZZLE THREADS BEFORE
INSTALLING NOZZLE
3. USE ANTI-SEIZE THREAD LUBRICANT ON NOZZLE THREADS
4. DO NOT FORCE NOZZLES TO THREAD IN, CLEAN AND LUBRICATE THREADS IF NOZZLE
DOES NOT GO IN SMOOTHLY
5. WINTERIZATION TO BE PERFORMED BY A TRAINED TECHNICIAN FAMILIAR WITH
PROPER WINTERIZATION PROCEDURES
6. TO PREVENT DAMAGE OR PERSONAL INJURY, REMOVE NOZZLES DURING STARTUP
AND WINTERIZATION PROCEDURS
7. BOND IN ACCORDANCE WITH NEC ARTICLE 680
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
TRESNI
ELZZON
HTIW
YARPS
DNUORG
moc.islyalp.xitauqa
SLIATED
NOITALLATSNI
AQ101134
9
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
9-431101QA
SLJ
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS

WINTERIZATION PLUG
SS NOZZLE INSERT
O-RING FOR NOZZLE INSERT
THIS SURFACE MUST BE
LEVEL AND FLUSH (TYP) STAINLESS STEEL EYE BALL
LOWER O-RING FOR NOZZLE SOCKET
STAINLESS STEEL NOZZLE SOCKET
CONCRETE (BY OTHERS)
SLOPE LINE BACK TO HYDROLOGIX(R) GROUNDING LUG W/BOUNDING WIRE
1 8 "/FT MIN. MANIFOLD INSTALLED TRUE AND LEVEL
LAY A LAYER OFF COMPACTED GRANULAR
UPRIGHT MOUNTING
FILL PRIOR TO LAYING OUT AND SECURING
STAKE
PRE-ENGINEERED PIPING.
PIPING HOLD DOWN
STAKE
1 GROUND SPRAY WITH EYEBALL INSERT MANIFOLD INSTALL
10 3/4" = 1'-0"
"11
1
ENIL
DEEF
RETAW
"
6
2
HTPED
ETERCNOC
"5
NOTES:
1. REPLACE PLASTIC PLUGS WITH NOZZLE INSERTS AFTER CONCRETE HAS
CURED
2. RINSE AND BRUSH NOZZLE SOCKET AND NOZZLE THREADS BEFORE
INSTALLING NOZZLE
3. USE ANTI-SEIZE THREAD LUBRICANT ON NOZZLE THREADS
4. DO NOT FORCE NOZZLES TO THREAD IN, CLEAN AND LUBRICATE THREADS IF NOZZLE
DOES NOT GO IN SMOOTHLY
5. WINTERIZATION TO BE PERFORMED BY A TRAINED TECHNICIAN FAMILIAR WITH
PROPER WINTERIZATION PROCEDURES
6. TO PREVENT DAMAGE OR PERSONAL INJURY, REMOVE NOZZLES DURING STARTUP
AND WINTERIZATION PROCEDURS
7. BOND IN ACCORDANCE WITH NEC ARTICLE 680
ELTIT
TEEHS
JOB NO
OF
ETAD
NOISIVER
.ON
ELTIT
BOJ
ETAD
ELIF
.GWD
DEKCEHC
NWARD
ELACS
ywkP
yelniKcM
1011
82355
NM
,onaleD
4756-834-888 0025-279-367
NOITACOL
DLOFINAM
TRESNI
LLABEYE
HTIW
YARPS
DNUORG
moc.islyalp.xitauqa
SLIATED
NOITALLATSNI
AQ101134
10
11
42/5/2
SLIATED
NOITALLATSNI
LANOITIDA
DEDDA
A
F
EGAKCAP
(R)TRAMSAUQA
0202/13/8
01-431101QA
SLJ
SWEIV
EES
52/5/7
LIATED
NGIS
DNA
,ENIL
YLPPUS
,XIGOLORDYH
DETADPU
B
DAP
HSALPS