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Home My WebLink AboutPZ - Fountain Details Ciff IDIAN— A PPROVED b.applica tll co nspeclions ,_g dlesa of Ina inf...tion on the zpp—pl.—Th. o.m plops,mdrzmpy apy once re.ie.,eppn:.e 'o�rzd 1 p ions. Date: Pefm""°m'eC¶ ,.a'v LED L IGNTS FOUNTAIN PUMP CONCEPT Manul acturer ATCD (Thru Amazon) Or "Approved Equal '' Confirm With Fountain Designer Tech Specs u Part Number N - SuJUJ Conceptual Considerations ,(( 1� ! ,TV MuItl -Function (Ul - a o Remote Wireless Controller Out of Water Pump(s) Located In Recessed S a � � 40Item weight 7 pounds Alcove Under Support Slab - West End Of, c U 4 0 0 Product D imens ions 40 x 2.5(o x 2.5& inches Fountain structure Secured w/Vented County Of Ori g in China Locked Access Door_ (verlFy Size Reclm ts) y o aom g Item model number ATCD - 10aLURC�B- B Suction L i Ft From Pond w/Lea F Skimmer and/or � 9 12,OODGPH 18,OODGPH X 0 z Strainer Baskets o F J 9 S1ze 40 Inch « ) per side required o Applcation Out of Water Out of Water QW 9 Each Fountain Column Sha I I Be Served At Motor Type End-Suction End-Suction Centrifugal �R QQ z V Finish Painted IE Bottom On North Side w/Ba lance valves SequenceModel(s) 12000SE021 18000SE045 ' ? Material Aluminum �d oz 4 3 12000SEQ21-K 18000SE045-K Q W o i i Max Flow Rate 12,500 GPH 18,400 GPH , -A - :z U Power Source S_Sft corded -electric Assume 3 (P suction Inlet and 2 (P outlet 40 1 W Max Head Pressure 21 Feet 45 Feet 4 � �_ voltage 120 Volts (AC) w/Check Valve GPH@10' 10,000GPH 16;5o0GPH 4 0FFF11 wa t t a e 144 w a t t s o I I GPH @ 20' 4,200 GPH 14,280 GPH ,LL I Q � G g Assume Im Pipe to Each Column from 2"m Main ® W n .4 Type o f B u I b LED InleUDischarge Size 3'Flanged Inlet 12'Flanged Discharge 3'Flanged Inlet 12'Flanged Discharge 111 1 U Luminous Flux 14400 Lumen It Is Estimated That Each Column May wattage ea5watts 2,11owans \ J q ? d O Coverage 1(05 sgft pp VotorSLEaxAmps 23414HP s 230V110.8Amps 4 V U Approximately Require 1500 CxPN x 9 columms � Z z Motor S¢e ?14 HP 3 HP � Q m 0 � 13 500 GPH Total+ - 4 Mounting Type Wall -mount / Ground -mount/ Nang anywhere you want Max Case Pressure 100PSI 100PSI zo Special Features Instant On, Dimmable, Water Resistant IF05 Waterproof Option C1� Lar er Pump -or- C2� Sma er Pumps$ M°t°rEnclosure TatallyEnclDsad,FanCooled{TEFC} Totally Enclosed,Fan-Cooled(TEFC} F (� 3 o p ll p Warranty 5-Year 5-Year W Z LL E 230 - 10 Power Drawing 10-12 amps - Time Clock ul `t Warranty Description 5 years free replacement warranty From north carOlina_ Hassle free contact_ Optional Flange Kit Available Yes Yes o Optional Check Valves Swina Check Valvea Swina Check Valves Piping Shall Be Above Slab Serving the Base (Sold Separately) OF the Columns- Covered By3"(P Rock Optional Strainer Baskets PufflIQ0Cu In PuMFI ,00Gu In (Sold Separately) o Supply Water Sha l I Be From Irrigation Pressure 'Optional Strainer Baskets(Sold Separately)are ideal to use width the Sequence Pcmlps in applicaldons that might encounter a lot ofdebdi Line Controlled By Recessed Float Valve- Installation Guide o No BackFlow Preventer Valve Is Recluired Unless Water source Is Connected To Domestic FLOODED SUCTION INSTALLATION SUCTION LIFT INSTALLATION Water Supply 1 Sete,tall whe i� wtel"Jl wi c De"*we ❑ P1" Pump � ._1 s+.+rcucd,vahr L I CEIV4a) WAnA'ING.DO NOT InIN Op YI — A-RGbIfiECfi AR-1262 I I I o , l I I I I l I I I I I I I I I I I I I I I I I I ATE OF IDA O T 2022 I LEDILI hts Wrap Pond Liner I I 11 I I I I 22, g I 311,1.,_/ 11� x 2" Min 3, Und r Ca Up Walls I is And Secure I I I I I I Y ��CCJJ I Basalt 9 p Basalt Submersible Gas ManiFold With Basalt River Rock With SS Metal Strips Fountain ' Facin g I I Fountain I I I Submersible Electronic I nin Deep on Fountain I Columns-! Fountains- and wall Anchors- Over I" Cushion Columns- Provided B (Or Equal To) Columns- I Set and I Contloller In � Trim Corners To I I I I I y � I Pad Over Pond Set and Set and Liner Over "Alto-Turf" ~ Main' Buildin I Tight Fit And Seal z Secured' I' g- I I Secured I I I SystemStarFire Direct Secured I Buffer on 4" Reinforced d I B Fabricator On a;c Dusk OFF Joints Togeter_ B Fabricator B Fabricator ' y I (Typical)l) I I y I I I y I Concrete Slab On Compacted I I 2, 4 pr & Nrs ylc 421�8 Remin ton Ave_ I After I I I I I Temecula, CA e2590 Aggregate Base Course (ABC) Multi, Color I V W tu I I I I I I I - � - - - ! - - ! - - - - I = - - - - - - I I I I I 12 II x 21, I Wrap Pond Liner Z W d g I I I = I I I I 2411 x 211 Conrete/Stone I Up Walls And Secure = Ln — LL Conrete/Stone With SS Metal Strips @ _ W q W I I I I I I I Seat Ca Over L Lights Wall Cap 1 z II II p Un er Ca Beyond _ I and Wall I I Anchors- z I I I = I I I I I 12 x 2 Wall Cap- p 2 1 ILL -10 AlS Trim Corners To = _ cn— South Wall Only Far- g Tight Fit And Seal @ ,n 00 I I l I I l I Foun a ins- 'I Joints To eter_ _ (J[ I \) l I \\J I J I J I II Cont Her In I (Typ i ca 1) `� 6) hl -� - - � - - � - - - - 1- - -I - - - - - - ) ) Main uilding- - I I I I On at usk OFF I z = SI QII aII AFter r Nrs o I AL to C� Multi Co r _ — ' -------------------------- ------------ --------------- ---- Options _ ° ° ° ° ° ° ° _ _z — o 0 0 0 0 — e s o eae --------- -------Water-------------------- - OMNgRISHIP OM DOLIUMgNIII� x 15 t i n g e _1 ° Ba S I n ° O O O ev rarinaM and�,=Illicalionil aM Ilia 1rument�l of/ervice s are anAA/hall mein the propety of Denni/ Maggart. E x i s t i ng Grade d e , -� > i s t i n G-�r o d e Architect or don/ullengf for lhill project whether the Project for which they are made ill executed or noL ,O O e e e e e e e e mhey ere not to be opted by the Owner or Other Pertie/ 3 1I,1 1/ 1 11) 11 re e A A - A A - A � A A A • _ A - A - A A A - A - A - A - A - an thl/or other projectp or exienplionpl to thipl project �1'—�! x 2 Min se except by agreement in writing and ith additional II II I II II II Wrap Pond Liner II II II II II II II appropriate compenplation to Donato d.maggarl.Archilec Deep River Rock 8 1 -4 c5 D 8 = Ic 8 _ I I I I U Walls Is And Secure D l\' dopyrighlOEOPE Dennipl4�Ilaggart.Architect Over I" Cushion ° > I Pad Over Pond � � ' D _ N o > o - With SS Metal Strips o ? REVISION DATE Liner Over "Asto-Tu F 11 and Wall Anchors- � Buffer 4" to cad Trim Corners To - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Concrete Slab On C mpa tad I 41-011 Stainless Steel Tight Fit And Seal Aggregate Base Coors (ABC) 202� Vented "UJa terFa ll" Joints Togeter_ L2'—Oil 81_011 21_011 31_411 21_0 11 Typical '-511 2'-5" 2'-4" Door tboePumpess Edge 211 811 211 �Typical� LED Lights Power For Nalo Lited Equipment Etc. 101-011 61-011 Under Cap Time r As Sornthe LED OJECT NO- 40 Lights (See Note ULTRA B$B 22.1 Founta ins O os i tee DATE I it (See Note pp 24'-0" 24'—011 < 10 z< 1� - qr 0 Opposite) MAR 22, 2022 pp Continue Pond 311,1.,_/11,1., x 2" Min Continue Pond 31I,t�,_/II,1., x 2" Min Liner U and Over Open Under Slab DeYe�C! `River Rock `Y �C! Y' Continue Pond AWN Y I� For Founta in p Liner Up and Over Deep River Rock Liner Up and Over DLT Upper Platform- Pump and Equipment Over I Cushion Upper Platform- Over 1" Cushion Upper PlatForm- Level and Seal Stainless Pad Over Pond Level and Seal Stainless Pad Over Pond Level and Seal Stainless SHEET NO_ Steel "Waterfall" Liner Over "Alto-Turf" Steel "Waterfall" Liner Over "Alto-TurF" Steel "Waterfall" Edge Over Liner For Even Buffer on 4" Reinforced Edge Over Liner For Even Buffer on 4" Reinforced Edge Over Liner For Even Flow Full Width Concrete Slab On 4" ABC Flow Full Width Concrete Slab On 4" ABC Flow Full Width 4 C; - C; NiORTk� SIDE OF: FOL�N74 IN B - 5 SOUTH S I D OF: FOUN74 IN A - A SOUTH 51DE OF FOL�NTA IN A - 4 - NORTH 511DE OF FOUNTAIN =`2 SCALE 1/2'' = 1'-0'' SCALE 1/2" = 1'-0'' SCALE 1/2'' = 1'-0'' SCALE 1/2'' = 1'-0''