Loading...
13-749-127AREA OF INFLUENCE 5-0" DIAMETER VARIES WITH FLOW WATER OUTLE ATTACHED SKIP 111/2" BASE TO BE SECURED WITH (4) 0 1/2" S.S. EXP. ANCHORS FLOW 30 GPM HEAD a' 0" PLAN VIEW THE FLOW RATE THROUGH THE FEATURE NOZZLES OF THE WATER FEATURES SHALL NOT EXCEED 20 FEET PER SECOND CONCRETE TO BE LEVEL 0 2'-0" AROUND OMNIPOD I, + ' A 4 +. +' , A4 . © I ' —OMNIPOD— — —2" WATER SUPPLY LINE =I = (III FROM FEATURE PUMP( 1-I I-� I - I-1 1( - SECTION NOTES: 1. DO NOT EXCEED A FLOW RATE OF 30 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. 2. VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW BLSJ-005-OM BELLSPRAY JET- OMNIPOD INSTALLATION DETAIL SCALE: 1" = 1'-0" WATER OUTLETS (typ of 4plcs) FLOW 36 GPM HEAD T-0" AREA OF INFLUENCE: 4'-0" X 6'-0" VARIES WITH FLOW PLAN VIEW CONCRETE TO BE LEVEL 1/2" RISERS TO BE CUT BETWEEN ALL RISERS FLUSH WITH CONCRETE (typ of 4pics) �' .' A A.. 10 A d . THICKEN CONCRETE 2" WATER SUPPLY LINE SECTION NOTES - 1. DO NOT EXCEED A FLOW RATE OF 36GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15FPS. 2. VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE THE FLOW. 3. HEAD REQUIRED AT BASE OF FEATURE, FOR MORE INFORMATION SEE TECHNICAL DATA SECTION. POP JETS- 4 OUTLETS- INSTALLATION DETAIL SCALE: 1" = V-0" 0 AREA OF INFLUENCE: 3' DIAMETER VARIES WITH FLOW MIST SPRAY OR POP CORN SPRAY GPM OPERATION RANGE 10.3 TO 14 HEAD 8' MINIMUMS UPPIYLINE SIZE 2" RECIRCULATED WATER NO POTABLE WATER YES SALT WATER YES OMNIPOD COMPATIBLE YES NUMBER OF PEOPLE TO INSTALL 1 MANHOURS TO INSTALL 2 J AREA OF INFLUENCE: 3' DIAMETER VARIES WITH FLOW PLAN VIEW SUPPLY LINE TO BE SOLVENT WELDED TO OMNIPOD FEATURE RECEIVER, ATTACHED SKIRT 11" BASE TO BE SECURED BY 4, 0;" EXPANSION ANCHORS ♦_ q _2" SUPPLY LINE 1' 0" 1'-0" 2 #k4 @12" C/C EACH WAY 1 4'; 1-24• 2'-0" 1'-241" (4 TOTAL), 3" CLEAR COVER BOTTOM ON WELL COMPACTED FILL. 4'-41" SQUARE SECTION DDSY-001-OM DANCIN DAISY- OMNIPOD INSTALLATION DETAIL SCALE: 1/2" = V-0" 1'-0" NOTE, FLOW 6.5 GPM 1. DO NOT EXCEED THE INTENDED FLOW RATE OF 6.5 GPM. 2. CONCRETE MUST BE LEVEL 2-0" IN DIAMETER CENTERED ON THE WATER SUPPLY. HEAD 3. HEAD REQUIRED MEASURED FROM BASE OF FEATURE. 74"0 BASKET WEAVE TAMPER RESISTANT COVER WATER OUTLETS 2" SUPPLY LINE ' TOP VIEW SECTION BSWV-001-OM BASKET WEAVE OMNI- INSTALLATION DETAIL SCALE: 1"=V-0" TER OUTLET TOP VIEW ISOMETRIC NOTES: 1, DO NOT EXCEED A FLOW RATE OF 14 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. 2. VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW i - SECTION 2" WATER SUPPLY LINE TNLP-001-OM TINY TOOLIP SPRAY INSTALLATION DETAIL SCALE: 1" = 1'-0" NOTE: ALL SPRAY COMPONENTS CORROSION RESISTANT COMPOSITE AND STAINLESS STEEL CONSTRUCTION 0 o 0 0 0 rkro 0 l�J y V • • , • w V r • • V Y • • • V i V y • • V » • V :y • w • i y• p r , » y Y � V 4 V V » » • i G V Y ►I 3/4" FEMALE ii QUICK CONNECT 6" POURED CONCRETE SLAB ii u REINFORCED WITH #3 @ a" EACH ii WAY, 3" CLEAR BOTTOM ON WELL BASE TO BE SECURED WITH PLAN VIEW COMPACTED FILL II 01/2" STAINLESS STEEL EXPANSION ANCHORS dOTES- (TYPICAL OF 6 PLACES) INTENDED FLOW RATE OF RAIN TREE IS 200 GPM FINISHED 3/4" MALE QUICK CONNECT RESULTS IN A WATER VELOCITY GREATER THAN 15FPS. SURFACE OMNI-PODADAPTER ' VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE THE FLOW. `�' a ►, �, 3" WATER SUPPLYI— III -� I _I ©I MNI-POD - 2 44 @ 2" C/C EACH WAY a" a" CLEAN FILL TO BE (4 TOTAL). 3" CLEAR COVER BOTTOM V-44" 1-44„ MINIMUM 95% ON WELL COMPACTED FILL. SQUARE COMPACTION 4'-0" SQUARE FOOTER CONCRETE TO BE MINIMUM 4000 PSI SECTION ECO MYSTING RAIN TREE- OMNIPOD INSTALLATION DETAIL SCALE: 1/2" = V-0" ;ONCRETE MUST BE LEVEL 2-0" IN DIAMETER CENTEREI 'HE WATER SUPPLY, GPM OPERATION RANGE 7 TO 18 AREA OF INFLUENCE: r • • r� y • MINIMUM SUPPLY IjNE SIZE 12'-0" DIAMETER v. • i YES VARIES WITH FLOW • SALTWATER Y••• i•„• • OMNIPOD COMPATIBLE • •••v » NUMBER OF PEOPLE TO INSTALL RAIN TRE?= TOFaER • • I I I I »»y• , ••r,rr I I --------- ------ - ---- I ----- - ---j I I n Ii ii W K MISTING NOZZLES it I I L (TYPICAL OF 12 PLACES) jl I I q z cn 3/4” FLEX PIPE (n II II II u u c n 1'-�"B MISTING NOZZLES a CU II n ii n II 11 N 11 11 11 W (TYPICAL OF 12 PLACES) ►I 3/4" FEMALE ii QUICK CONNECT 6" POURED CONCRETE SLAB ii u REINFORCED WITH #3 @ a" EACH ii WAY, 3" CLEAR BOTTOM ON WELL BASE TO BE SECURED WITH PLAN VIEW COMPACTED FILL II 01/2" STAINLESS STEEL EXPANSION ANCHORS dOTES- (TYPICAL OF 6 PLACES) INTENDED FLOW RATE OF RAIN TREE IS 200 GPM FINISHED 3/4" MALE QUICK CONNECT RESULTS IN A WATER VELOCITY GREATER THAN 15FPS. SURFACE OMNI-PODADAPTER ' VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE THE FLOW. `�' a ►, �, 3" WATER SUPPLYI— III -� I _I ©I MNI-POD - 2 44 @ 2" C/C EACH WAY a" a" CLEAN FILL TO BE (4 TOTAL). 3" CLEAR COVER BOTTOM V-44" 1-44„ MINIMUM 95% ON WELL COMPACTED FILL. SQUARE COMPACTION 4'-0" SQUARE FOOTER CONCRETE TO BE MINIMUM 4000 PSI SECTION ECO MYSTING RAIN TREE- OMNIPOD INSTALLATION DETAIL SCALE: 1/2" = V-0" ;ONCRETE MUST BE LEVEL 2-0" IN DIAMETER CENTEREI 'HE WATER SUPPLY, GPM OPERATION RANGE 7 TO 18 HEAD 5' MINIMUM SUPPLY IjNE SIZE 2" RECIRCULATED WATER YES POTAELE WATER YES SALTWATER YES OMNIPOD COMPATIBLE NO NUMBER OF PEOPLE TO INSTALL 11 MANHOURS TO INSTALL 12 ISOMETRIC PLAN VIEW 4'-21 OMNI -POD \ I BBE-001-ZCS BUMBLE BEE OMNI INSTALLATION DETAIL SCALE: 1 " = V-0'' W d 2 • • r w co+ O w Ir J C7 w J m LU J J D LL w 2 tY O Litt w J m w m a O m i w w O J l� V tZ)IIaIV HINU CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 O- �G N �, N' a g .• • OF E IGEADA, Iw. fRbF ESSIONAL I'jEG. O z wLUw T- ooC rz Fm a) 'Ci` r M z Cc CV) O w M O m CL N o z CIDo_ •�1 0 . w•. E c L) c, cc coz ¢CCU) O z 0 � Z U a Cn Ix 0 1.1". z O U z 0 c� U) 2 PROJECT NUMBER Z 0 1320MPCP FILE No. If DRAWN �i LL ° REVIEWED: J.W. CQz 2! (D CHECKED J.W. w m W C coW Oo DATE 07-02-2013 <ISSUE/REVISIONS -: F- W W � O JL 0 u R • ¢ W K U L X J Z Z) q z cn �' a (n O .. u c o- o a CU W \ �O o`LU O z W ui r I� O L 1� LW wzCd C 7 O N Z Z— cno W11 0 < �T _ Z Ir J Wo f Q� Uj Z 7 W 2 a W - H = w L r < F/5Z w� W ¢ a< LU � 0 J � s n ¢ LL� C ( � I C� W 7 F W O- �G N �, N' a g .• • OF E IGEADA, Iw. fRbF ESSIONAL I'jEG. O z wLUw T- ooC rz Fm a) 'Ci` r M z Cc CV) O w M O m CL N o z CIDo_ •�1 0 . w•. E c L) c, cc coz ¢CCU) O z 0 � Z U a Cn Ix 0 1.1". z O U z 0 c� U) 2 PROJECT NUMBER Z 0 1320MPCP FILE No. If DRAWN M. F. LL ° REVIEWED: J.W. c CHECKED J.W. w m DATE 07-02-2013 <ISSUE/REVISIONS SHEET TITLE INTERACTIVE WATER FEATURE DETAILS SHEET NUMBER S P-2.04