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Home My WebLink About4923-25A% 0 9�� cil 541_411 101_011 131_Q11 2'-�" J i01_411 111_1011 51_111 �'-il" 4'--i" �, 2'-1111 �1'-0" ��_�� 11_ 11 8,-0„ �11 �� ,_2;, 2..1,1 ��1_111 (�1��111 41_1► J v d a v I I I I I I I I I I I I I i t I I I I � 1 6 , lo GY \ c J - S� I CJ I 5 13.03 - - �- - \ TOVDLEi;� BAY 10 s la / e �� O TE 5 Y I \S) - CJ' % ,EJ I �� I / / 16 I _t i 00 13.03 \\ < + (� t - - 00 STAR'� TCS I �' 10 13.03\ \ - \ - _ L CJ 1` cu cJ - �., CJ SIAI 1 OGY� EJ o 1 NOTE REFER TO GRAD ING PLAN FOR A L ELEVATIONE-0. WET PLAY GJ FI 15H SHALL BE MEDIUM _t 5� 15 OOM FIN15H CONCRETE WITHMID A PLIED COLOR HARDENER. %l!/ STAR TG I 15 13.03' STAR _ \01 D'\ \ I t _.._._... _ - 12- \� 11 SPIN SPLSH - I FAMILY BAY ' \ I CJ I I \I 11 /' 1 \ I I � ilk J* I I I I 1 I 4'-1" 5'-3" 3'-10" 3'-11" 4'-11" 14"I 3'_11" 4'-1" 3-511 9'-0" I 5'-211 41_1 11 22._011 14.01011 201_011 (01_111 541.411 WET PLAY LAYOUT PLAN ',,"-,'-m" . . . . . . . . . . . . . . . . . . . T PLAY DATA SURFACE A1RE�.EA = or 5Q. FT. VOLUME = 4,000 GAL, 30 MIN. TURNOVER = 133 GPM VVE7 PLL_/,,A--Y Bi,.3ALANCE 7ANK DAA a005TE1� PUMP 1RATE CIRCULATION -71.,!MF FRATE TOTAL WATEf'' PLOW 502 GPM x 3 8,_O'1 x 10'-0'' 5URGEF C>P'N' I5ER • 4,000 GAL. > 1500 GAL. O LEGEND = 3513 GPM 143 GFM - 502 GPM - 11500 GAL. d non rtAI - -EJ - - _ EXPANSION JOINT r(oC U1P-5 CJ - CONTROL JOINT r(oS WP -5 5L = SLOPE DIRECTION TG _ ?OP OF GRATE WET PLAY REQUIREMENTS li" v®UuT LEG'SND A PLAN REVIEWAND APPROVAL 15 REQUIRED BY THE PRODUCT CODE OTY TOTAL FLOUR FOR CLEANING AND INSPECTION. RESERVOIR SHALL HAVE AT O MIX'N MATCH 5 1 20 GPM 2 uD� 3 O SPRAY LOOP TUNNEL 1 22 GPM UJP 3 O GROUND SPRAY GU5HER 1 10 GPM UJP 3 o WATER FROM THE FEATURES FLOWS BACK TO THE RESERVOIR, 1.2-1.(o MUST BE MAINTAINED AT ALL TIMES THE FOUNTAIN 15 IN AREAS ADJACENT TO THE SPLASH ZONE MUST BE SLOPED O GROUND SPRAY 5fi DECK : R,A- Y 5' 1 24 GPM OTHER SAFETY HAZARDS WITHIN THE IMMEDIATE AREA OF THE SHALL BE PROVIDED FOR CONTINUOUSLY MONITORING AND DIAL TWO WORKING BEFORE DAYS BEFORE 5PLA5H ZONE ARE PROHIBITED. ADJUSTING THE DISINFECTANT AND pH. O 5PRAY TUNNEL 1 48 GPM 6(0� l�P 3 ® Douc_rl !N.ul" 1 45 G101M �- lUP 3 O GE's 5}=R 2 12 GPM 8 U1P-3 ® MONSTER a 3 130 GPM 9 U1P-3 O STARLET SPRAY 4 20 GPM 1 l0 SPLIT SPURT S 18 GPM 2 U1P-�• 11 CANON 5PLA5H BLASTER STRAIGHT LOOP 3 18 GPM 3 U1P-4 ULTRAVIOLET LIGH D15INFECTION 5Y5TEM 5PECIFIED IN BEFORE IT ENTERS THE RESERVOIR TO PREVENT LARGER ONE-HALF INCH. SPRAY DEVICE5 THAT EXTEND ABOVE THE THIS SECTION. ALL WATER THAT 15 PROVIDED TO THE ENGINEER. RESERVOIR FLOORS SHALL BE SMOOTH TO 12 SPIN 5PLA5HER UD/ WHEEL HANDLE 1 10 GPM 4 WP -4 8. ALL FOGGER5 AND JET NOZZLE SPRAYS THAT PRODUCE ULTRAVIOLET LIGHT UNIT VALIDATED DOSAGE SHALL SIGNS STATING: FINELY ATOMIZED M15T5 MUST BE CONNECTED TO A SEPARATE 13 ACTIVATOR POWER P05T 2.0 2("_(O� END OF LAMP LIFE. WP -4 THE RECIRCULATION PUMP MUST BE IN OPERATION AT ALL 5. ALL ULTRAVIOLET LIGHT UNITS MUST BE VALIDATED. TIMES THAT THE SPRAY GROUND 15 OPEN FOR USE AND A THE VALIDATION PROCESS MUST DETERMINE THE 14 HO -LEE POST 1 5 GPM 5 WP -4 15 MAINTENANCE MINIMIZER WATER ODYSSEY "M000 4 315 GPM 3 WP -5 ARTIFICIAL LIGHTING SHALL BE PROVIDED 50 THAT ALL OR GREATER THAN THE DESIGN FLOW RATE AT THE SET FROM ANY PART OF THE 5PRAY GROUND. PORTIONS OF THE SPRAY GROUND AND DECK MAY BE EASILY POINT INTENSITY. VALIDATION TESTING MUST BE TOTAL= 300 GPM 1. A PLAN REVIEWAND APPROVAL 15 REQUIRED BY THE 18. THE RESERVOIR MUST BE DESIGNED TO HAVE EASY ACCE55 A O ENFORCING AGENCY PRIOR TO CONSTRUCTION FOR CLEANING AND INSPECTION. RESERVOIR SHALL HAVE AT 2. ALL PARTS OF THE SPRAY GROUNDS MUST BE DESIGNED, LEAST ONE LADDER ACCE55. PROVIDE ONE THREE FOOT BY CONSTRUCTED, MAINTAINED AND OPERATED 50 THERE ARE NO THREE FOOT (3'x3') ACCE55 OPENING FOR EVERY 51X C(o) FT. OF SLIP, TRIP, OR FALL HAZARDS OR OTHER CONDITIONS THAT RESERVOIR LENGTH. LIDS SHALL BE LOCKED OR REQUIRE A MAY POSE A SAFETY HAZARD. TOOL TO OPEN. 3. THE SPLASH ZONE MUST BE PROPERLY SLOPED 50 THAT ONLY A FREE CHLORINE RESIDUAL OF AT LEAST 3.0 PPM AND pH OF o WATER FROM THE FEATURES FLOWS BACK TO THE RESERVOIR, 1.2-1.(o MUST BE MAINTAINED AT ALL TIMES THE FOUNTAIN 15 IN AREAS ADJACENT TO THE SPLASH ZONE MUST BE SLOPED OPERATION. TH18 LEVEL MUST BE PRESENT AS MEASURED AT AWAY FROM THE COLLECTION DRAINS. PLANTS, VEGETATION OR THE SPRAY GROUND FEATURES. AN AUTOMATIC CONTROLLER AUTOMATIC SHUTDOWN FEATURE TO INACTIVATE THE DATER FEATURE PUMP IF THE UV DOSAGE RATE DROPS OTHER SAFETY HAZARDS WITHIN THE IMMEDIATE AREA OF THE SHALL BE PROVIDED FOR CONTINUOUSLY MONITORING AND DIAL TWO WORKING BEFORE DAYS BEFORE 5PLA5H ZONE ARE PROHIBITED. ADJUSTING THE DISINFECTANT AND pH. 4. A CONTINUOU5 CLEAR DECK SHALL SURROUND THE ENTIRE 20. THE SPRAY GROUND FEATURE PUMP MUST BE PROVIDED WITH .u.O YOU DIYOU DIG SPRAY PAD PERIMETER. IT SHALL BE NOT LE55 THAN FOUR AN AUTOMATIC 5HUT-OFF THAT SHUTE DOWN THE FEATURE PUMP . FEET WIDE. THE DECK SHALL BE OF A UNIFORM, EA51LY IF THE CHEMICAL CONTROLLER REGISTERS A READING BELOW CLEANED, IMPERVIOUS MATERIAL. 050mv, 5. H05E 8155 SHALL BE PROVIDED TO FACILITATE FLUSHING OF 21. U.V. LIGHT DISINFECTION UNITS: l0. THE SPRAY PAD RESERVOIR SHALL BE CONSTRUCTED OF THE SPRAY PAD AND DECK AREA. A. TREATMENT SYSTEMS SHALL INCLUDE AN ULTRAVIOLET 0, THERE SHALL BE NO PONDING OF WATER WITHIN THE 5PLA5H DISINFECTION SYSTEM UNLE55 ANOTHER TREATMENT ZONE, PROCESS 16 PROVIDED THAT HAS BEEN DETERMINED 1. THE SPRAY DEVICES MUST BE DESIGNED, CONSTRUCTED AND BY THE STATE DEPARTMENT OF PUBLIC HEALTH TO BE STEEL, WHICH CAN WITHSTAND ALL ANTICIPATED LOADS UNDER INSTALLED 50 THAT THEY DO NOT CREATE A SAFETY HAZARD. CAPABLE OF PROVIDING THE EQUIVALENT LEVEL OF NOZZLES THAT SPRAY FROM THE GROUND LEVEL MUST BE REDUCTION OF CRYPTOSPORIDIUM AS THE FLUSH WITH THE GROUND, WITH OPENINGS NO GREATER THAN ULTRAVIOLET LIGH D15INFECTION 5Y5TEM 5PECIFIED IN BEFORE IT ENTERS THE RESERVOIR TO PREVENT LARGER ONE-HALF INCH. SPRAY DEVICE5 THAT EXTEND ABOVE THE THIS SECTION. ALL WATER THAT 15 PROVIDED TO THE ENGINEER. RESERVOIR FLOORS SHALL BE SMOOTH TO GROUND MUST BE HIGH ENOUGH 50 THEY CAN BE CLEARLY SPRAY PAD SHALL BE TREATED WITH ULTRAVIOLET DESIGN GROUP SEEN AND ARE NOT A TRIP HAZARD. LIGHT DURING SPRAY PAD OPERATION. THE 8. ALL FOGGER5 AND JET NOZZLE SPRAYS THAT PRODUCE ULTRAVIOLET LIGHT UNIT VALIDATED DOSAGE SHALL SIGNS STATING: FINELY ATOMIZED M15T5 MUST BE CONNECTED TO A SEPARATE BE EQUIVALENT TO 40mJ/cm2 OR GREATER AT THE AUTOMATIC WATER LEVEL CONTROLLER FOR THE SPRAY PAD POTABLE WATER SOURCE. END OF LAMP LIFE. 9, THE RECIRCULATION PUMP MUST BE IN OPERATION AT ALL 5. ALL ULTRAVIOLET LIGHT UNITS MUST BE VALIDATED. TIMES THAT THE SPRAY GROUND 15 OPEN FOR USE AND A THE VALIDATION PROCESS MUST DETERMINE THE DO NOT DRINK MINIMUM FOUR (4) TURNOVERS PRIOR TO OPENING FOR PROPER ULTRAVIOLET LIGHT UNIT'5 D15INFECTION PERFORMANCE ANOTHER METHOD WHICH WILL PREVENT BACK FLOW AND D151NFECTION AND FILTRATION. BY INDICATING T14AT A D05E OF 40mJ/cm CAT END OF 5ACK-51PHONAGE. LAMP LIFE) 15 ACHIEVED AT A FLOW RATE EQUAL TO 10. ARTIFICIAL LIGHTING SHALL BE PROVIDED 50 THAT ALL OR GREATER THAN THE DESIGN FLOW RATE AT THE SET FROM ANY PART OF THE 5PRAY GROUND. PORTIONS OF THE SPRAY GROUND AND DECK MAY BE EASILY POINT INTENSITY. VALIDATION TESTING MUST BE SEEN. A MINIMUM 3 FOOT-CANDLES (f.c.) OF ARTIFICIAL LIGHT PERFORMED BY AN INDEPENDENT AGENCY. SHALL BE PROVIDED, MEASURED 30'' FROM THE DECK, AT ALL SPRAY PAD5 WHICH ARE USED AT NIGHT OR WHICH DO NOT C. AN ACCURATELY CALIBRATED ULTRAVIOLET LIGHT HAVE ADEQUATE NATURAL LIGHTING. INTENSITY METER, PROPERLY FILTERED TO RESTRICT 11. THE TOTAL VOLUME IN THE RESERVOIR, INCLUDING ALL PIPING, ITS SENSITIVITY TO THE D151NFECTION SPECTRUM SHALL MUST BE AT LEAST 4,000 GALLONS. THE VOLUME IN THE BE INSTALLED IN THE WALL OF THE D 15INFECTION RESERVOIR, INCLUDING ALL PIPING, MUST BE A MINIMUM OF 3 CHAMBER AT THE POINT OF GREATEST WATER DEPTH FROM THE TUBE OR TUBES. TIMES THE FLOW RATE OF ALL ATTRACTION PUMPS AND THE RECIRCULATION PUMP COMBINED (e.g. IF THE FLOW RATE OF D. THE UNIT SHALL BE DESIGNED TO PROTECT THE ALL PUMPS 15 2,000 GPM, A VOLUME OF AT LEAST 01000 OPERATOR AGAINST ELECTRIC SHOCK OR EXCE551VE GALLONS WOULD BE NEEDED). RADIATION. 12. THE TURNOVER RATE SHALL NOT EXCEED 30 MINUTES. E. UV 5Y5TEM MUST HAVE AN AUTOMATIC WIPER. 13. AN ADEQUATE NUMBER OF SANITARY FACILITIES SHALL BE F. UV SYSTEMS MUST BE CERTIFIED TO NSF 5TANDARDS PROVIDED FOR ALL SPRAY GROUNDS. THESE FACILITIE5 SHALL 50. INCLUDE RESTROOMS, SHOWERS AND DRINKING FOUNTAINS. ADDITIONALLY DIAPER CHANGING FACILITIES MUST BE G. A SPARE ULTRAVIOLET LAMP AND OTHER NECE55ARY PROVIDED AT THE RE5TROOM5. EQUIPMENT TO AFFECT PROMPT REPAIR BY QUALIFIED 14, THE SUCTION PIPING INTAKE OF THE WATER FEATURES' PUMP IN PERSONNEL PROPERLY INSTRUCTED IN THE OPERATION AND MAINTENANCE OF THE EQUIPMENT SHALL BE THE RESERVOIR MUST NOT BE LOCATED IN THE IMMEDIATE PROVIDED ON-SITE L A N D S C A P E ARCHITECTURE 310 NI. JOY STREET CORONA, CA 92879 T: 951.73 7.1 124 F: 951.737.6551 E. 4flz .d t,+ 2 13 ri SIGNATURE C7 ..y 9/30/13 S EXP. DATE \� CA CONSULTANT STAMP: �S�,° ARC/ N. N C- 22 REN 1 31/13 T� OF CALF'_O� PROJECT: MARTIN TUDOR AQUATIC CENTER PREPARED FOR: C I T Y O F ,1 CITY OF FONTANA 16489 ORANGE WAY FONTANA CA. 92335 CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. PROGRESS SET 8-1-11 2. FIRST PLAN CHECK SUBMITTAL 10-3-11 3. SECOND PLAN CHECK SUBMITTAL 11-09-11 4. FOURTH PLAN CHECK SUBMITTAL 01-10-12 5. 6. 7. 8. DELTA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DATE PREPARED: 01-10-12 DRAWING SCALE: DRAWN BY- GSF DESIGNED BY- GSF CHECKED BY: SJF BMLA PROJECT NO: 10011210 VICINITY OF THE SUCTION INTAKE OF THE RECIRCULATION PUMP. IT MUST BE LOCATED A5 CL05E AS P05615LE TO THE H. THE ULTRAVIOLET LIGHT UNIT SHALL BE LOCATED A O RECIRCULATION RETURN LINE. THE LOCATION OF INLETS SHALL BETWEEN THE SPRAY PAD WATER FEATURE PUMP DISCHARGE AND THE SPRAY FEATURES. FACILITATE GOOD CIRCULATION OF WATER TO ALL AREAS OF o THE RESERVOIR. I. THE UV 5Y5TEM5 MUST BE EQUIPPED WITH AN db 15. THE SUCTION INTAKE FROM THE RECIRCULATION PUMP MUST BE AUTOMATIC SHUTDOWN FEATURE TO INACTIVATE THE DATER FEATURE PUMP IF THE UV DOSAGE RATE DROPS DIAL TWO WORKING BEFORE DAYS BEFORE LOCATED IN THE LOUDEST PORTION OF THE RESERVOIR. AN BELOW 40 mJ/cm 2 .u.O YOU DIYOU DIG OVERFLOW PIPE TO CONVEY EXCESS WATER TO WASTEG . THROUGH A SUITABLE AIR GAP MUST BE PROVIDED. 22. A DIVERTER VALVE SHALL BE INSTALLED ON THE SPRAY TOLL FREE 811 A PUBLIC SERVICE BY l0. THE SPRAY PAD RESERVOIR SHALL BE CONSTRUCTED OF GROUND DRAINAGE PIPING BEFORE THE RESERVOIR TO UNDERGROUND SERVICE ALERT MATERIALS WHICH ARE CORROSION RESISTANT, NONTOXIC, AND DIVERT RAIN WATER TO THE STORM DRAINAGE 5Y5TEM WHEN WATERTIGHT SUCH A5 CONCRETE, FIBERGLASS, OR 5TAINLE55 THE SPLASH GROUND 15 CLOSED FOR THE SEASON. STEEL, WHICH CAN WITHSTAND ALL ANTICIPATED LOADS UNDER 23. A REMOVABLE AND CLEANABLE CATCH SCREEN OR 5A6KET FULL AND EMPTY CONDITIONS. THE RESERVOIR DE51GN SHALL SHALL BE INSTALLED ON THE SPRAY GROUND DRAINAGE PIPE BE WET STAMPED BY A CALIFORNIA REGISTERED STRUCTURAL BEFORE IT ENTERS THE RESERVOIR TO PREVENT LARGER ENGINEER. RESERVOIR FLOORS SHALL BE SMOOTH TO DEBR15 FROM COLLECTING IN THE RESERVOIR. DESIGN GROUP FACILITATE VACUUMING OF SILT AND DE5R15. X24• EACH SPRAY GROUND MUST BE PROVIDED WITH ONE OR MORE FARADAY AVE., CAR92008 11. A POTABLE WATER 5OURCE SHALL BE PROVIDED WITH AN SIGNS STATING: Tel Tel 760.438.8400 Fax x 76 760.4343 8.5251 AUTOMATIC WATER LEVEL CONTROLLER FOR THE SPRAY PAD CAUTION: RE5ERVOIR. THE MAKEUP WATER SHALL BE INTRODUCED INTO WATER 15 RECIRCULATED SHEET DESCRIPTION: THE SPRAY PAD RESERVOIR THROUGH AN AIR GAP OR BY DO NOT DRINK ANOTHER METHOD WHICH WILL PREVENT BACK FLOW AND 5ACK-51PHONAGE. 4" LETTERING MUST BE PROVIDED. SIGNS MUST BE V1615LE INET PL PLAY LAYOUT PLAN FROM ANY PART OF THE 5PRAY GROUND.