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Plans 611',,.2.0/9�'--40233 ` 311N3AH 4169 MS //7 y% 41/6 ._. —....... _ Go ogle Maps 11769 SW 69th Ave T I SPECIFICATIONS: r ,„„.,,., L., 141K'' .,+ _ -' - .. ..._ _ llll" _ p T K E S .ASSOCIATES. INC. EXCAVATION THE SUBGRADE OF THE SWIMMING POOL SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95%T-99 .# - _ , t !. I' L #<.._r',x..' I r,� Sty ... d,�a OF RELATIVE MAXIMUM DENSITY.ANY SOFT OR UNSTABLE SUB GRADE MATERIALS ARE TO BE REMOVED AND BACKFILLED WITH = '", `0 - _ `g ,,,R... ED -- • MECHANICAL AND ELECTRICAL SYSTEMS CRUSHED ROCK AND COMPACTED TO THE REQUIRED DENSITY. - ��-�. _ _ POSITIONED AND TIED PLACE WITH STAGGERED SPLICES. LAP 40 BAR DIAMETERS.SEE REINFORCING SCHEDULE. - 0 _ ( i ` :1-,.,1 _� \ _ 6915 SW MACADAM AVE. 4 _ I REINFORCED STEEL STANDARD- DEFORMED BARS, INTERMEDIATE GRADE, FREE OF RUST AND DIRT,SHALL BE PROPERLY 'Q RT D IT 200 972 .... .._ _, �� LAN .OREGON '' OPHONE: FAX:5030.892.119081 GUNITE- MINIMUM WALL THICKNESS 6";THROUGH COVES 6"; 1:4 MIX, 7 SACK, ULTIMATE STRENGTH 3,000 PSI AT 28 DAYS. 0 i -- a "�^I ,,,a,;,",a z , :::. •_ ,.._ __ 2 P CONTACT...RICK DUSA 9 INSULATION -THERE SHALL BE A MINIMUM OF R-12 INSULATION AROUND THE SIDES AND BOTTOM OF THE SPA PER 9 0 =` I. _ I - - / eng'neer ng®mke inc.com WASHINGTON STATE ENERGY CODE SECTION C404.10.3. ,. -__-= v�• _�--- �.w. p 9 ' ^ �- 4 � ;� b 6 6 // i U, BONDING- POOL FIXTURES, PIPING SYSTEMS,REINFORCING STEEL, CONDUIT,AND OTHER APPURTENANCES TO THE POOL SHALL 4n•'=-» O N ' '•' / / - Z BE BONDED AND CONFORM TO ALL PROVISIONS AS SET FORTH IN THE NATIONAL ELECTRIC CODE ART.680 SWIMMING POOLSik= 6 FOR 1987 N.B.F.U.NO.70. BY OWNER. Q;•-•,, ,,,,- 44— 1— 1— 1— // 0 has..... / z GROUND FAULT INTERRUPTER-A GROUND FAULT INTERRUPTER SHALL BE PROVIDED ON ALL BRANCH CIRCUITS INVOLVED IN , .,.,,..., �+.- // LIGHTING OR RECEPTACLE OUTLETS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE BY ELECTRICAL CONTRACTOR. -\ ¢ �, � ( I v — c� a - ALL ELECTRICAL WORK SHALL BE PREFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IS NOT THE RESPONSIBILITY OF 9 9 0 THE POOL CONTRACTOR OR DESIGNER. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK AND LOCATIONS OF _w = m EQUIPMENT WITH POOL BUILDER PRIOR TO ROUGH IN. ¢ e ,. ,. --•1 —K 8 --F -J _ :' EPIPING IF ALL HING INALL BE PVC AND SHALL BE NSF APPROVED. PIPING SHOWN IS SCHEMATIC. FIELD ADJUSTMENTS SHALL # O ^r ''P 0 _ 1pf +� BE VERIFIED WITH ENGINEER AND GENERAL CONTRACTOR. .0 HEATING SYSTEM - HEATING SYSTEM SHALL BE EQUIPPED WITH 18"CPVP ON BOTH SIDES OF THE HEATER,PLUS TWO HIGH :S.�.., :0 Q":"' TEMPERATURE ASME RELIEF VALVES AT 50 PSI PLUMBED TO WITHIN 6"OF THE FLOOR. 4p.w. � T�...... .....,.,. - -- ADDITIONAL WORK BY OTHERS- FRESH WATER SUPPLY TO EQUIPMENT ROOM WITH PROPER BACK FLOW PREVENTION DEVICE IN -_ Gm.,,gle '° _ 1 �' _ PLACE,GROUND FAULT INTERRUPTERS,VENTING FOR HEATERS AND SEWER LINES FOR BACK WASH OR DECK DRAINAGE, y p .•,,:. i ..JT 1 r DECKING AND DRAINAGE.GENERAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. r� Map data D2019 Goo01a 200R , e 1 j DECKING-SHALL BE CONCRETE WITH TROWEL AND LIGHT BROOM FINISH, SLOPING MINUS 2%FROM COPING TO DRAINS. -----" WATER REMOVAL-THE POOL IS DESIGNED TO HAVE WATER IN IT AT ALL TIMES. REMOVAL OF WATER FOR POOL REPAIR OR (9 VICINITY MAP --�� I I CLEANING SHALL OCCUR WHEN THE GROUND TABLE IS BELOW THE BOTTOM OF THE POOL SP1 SCALE: AS NOTED '--^"mow N ' SIGNS-STATE AND FEDERAL HEALTH SIGNS ARE TO BE POSTED AT THE ENTRANCE OF THE POOL ® FLOOR PLAN ; SCALE: 1" = 40.-0" 0 20' 40' 80' REGULATIONS-OPERATING INSTRUCTIONS ARE TO BE FURNISHED TO THE OWNER BY THE POOL CONTRACTOR,AND THE OWNER MUST FOLLOW ALL CITY, COUNTY AND, STATE AND FEDERAL CODES AND LAWS GOVERNING THE USE AND OPERATION OF THE POOL DRAWINGS-ALL DRAWINGS ARE SCHEMATIC CONTRACTOR SHALL COORDINATE WITH ACTUAL SITE MEASUREMENTS AND O T O LOCATIONS.ALL MODIFICATIONS FROM THE PLANS SHALL BE APPROVED BY THE POOL DESIGNER,STRUCTURAL ENGINEER AND LOCAL JURISDICTIONS PRIOR TO BEING BUILT. I r n On* - ,,,,,,,,,,,,I Li I t L1 I — GENERAL NOTES: \ PsrcRooM 5'-D' 15'-a' a'-o' 1o'-Y FOR REFERENCE ONLY �`�- LLJ GENERAL THICKNESS AND REINFORCING SCHEDULE / SEE ELECTRICAL PLANS �� 1 > I`� 1- MINIMUM CONCRETE STRENGTH: 3000 P.S.I.AT 28 DAYS p o ^' ` ASTM A 615 GRADE 60 TIF \/ (f) `�1 2- REINFORCING: ASTM Afii5 GRADE 60 FRESH W ER Q R' aVNpN EJss. jj. O N 'A'BARS 'B'BARS T MIN. AUTO FI 'I' .. y-- 3- ALL POURED CONCRETE TO HAVE A MAXIMUM SLUMP OF 4•. m 6"TO 2'-0' 43 AT 1'-0" - 6' �— \ I � LIGHT d' ',,, �3, —} rnrn 4- ALL GUNITE TO HAVE O•TO 1•SLUMP. 2'-0•T03'-0' #3 AT 1'-0• #3 AT i'-0' fi• FRESH WATER p O O) 1(71) 5- THIS DESIGN IS PROVIDED FOR THE'NAMED PROJECT'ONLY. 3'-0•TO4'-0' 43 ATE-0• #3 AT 1-0. T ■ UGHT'H'� AUTO FILL'0'� � 3' TT ^ DESIGN IS NOT APPLICABLE TO OTHER LOCATIONS OR CONDITIONS. "'��' _ ' HANDRAI 'N' Off' V4 4'-0•TO 5'-0• #3 AT 1'-0• #3 AT 1,0' 8• �'' i !11'"�- I ,- O& 3'-3'DIMENSION IS MAXIMUM pIMENSION ALLOWED FOR GENERAL 5'-0'TO 6'-0' q3 AT 1'-0• #4 AT i'0• 9• HYDROSTATIC REUEF VALVE'D' B 4'-0' "i ) Z (0 THICKNESS AND REINFORCING SCHEDULE TO BE USED. - - - - - „ SSS 1 ' ® z HI 7- EXTEND BOTH'A'AND'B'BARS TO TOP OF POOL WALL WHEN SPECIFIC lay POOL in POOL THICKNESS AND REINFORCING SCHEDULE IS USED. ( [� 4 L� (SPA EOUIP.10'-7"X7'- HYDRO MAN DRAIN 'iI o51 wMAIN DRAIN 'C' _ _ RECIRC M(N DRAIN a GRAB RAILS'J' I ' , �� I DERV. —E� *,1 0•=•1 'r 0 J < n Anil RETURN 1 EQUIP. o ,•,j • 3'-3'MIN. M CONCRETE DECK I CO 1BYOTHERS 12• POOL SIGNAGE'X' ■ o •.��' / ENGINEERING + DESIGN / g• (6)iq BARS CONT. 3933 SW Kelly Avenue-PoNaM,Oregon 97239 I HYDRO JET i-1 HF 503.222.4453 wwrr.Nmk.com (� J• '•'4. • PI III_III_III �y DEPTH MARKER'a' + �a 1--- Q Ille 11 m -` •398,24".24'OC. '� ; POOL '�1- SKIMMER'e' ADA LIFT'I' ,. 4•N�-- m" • • l Z \ \ 1r 27'X16' _ ,,a 'BAN \h '.� 'A'BARS(SEE SCHEDULES) Z O - -10' �•�� - 15MIN.TIME 'm 1'111 • EMERGENCY HUT OFF'n' a'-s• RETURN'F' SPA SIGNAGE '1' TRENCH DRAIN _ r, CORRIDOR REFERENCE ON , VESTIBULE • SEE PLUMBING S MI NOTE. g.p" SKIMMER'E' _ _ m3 I. PROVIDE SPECIFIED REINFORCING © _ `-Ir _ _ -1 ,l.I 1 N f K\,...... 1 AT SKIMMER.RELOCATE ABOVE OR --- • BELOW AS REQUIRED. - HANDRAILS'I' L 3'CLEAR TYPICAL 2. HOLD ALL REINFORCING 3•CLEAR OF 08/13/19 10'-7" PATIO ;' FACE OF CONCRETE-TYPICAL. tski CTUg4 L ` STORAGE VES IBULE 43 AT 12"O.C.TYP. 5\��6 N�Ff`tf'j 053 004 oJ �c �e Pee 4y DEPTH MARKERS W' _ ISSUE DATE: 58785 PE `� \ L' 08-12-2019 SET'B'BARS(SEE SECHEDULES). o411 II§ O HEALTH PERMIT EXTEND'B'BARS TO TOP OF 0Il POOL WHEN SPECIFIC ty� OREGON p .\ lc THICKNESS AND REINFORCING 9 .F'N 23�,O = I REVISIONS: SCHEDULE IS USED. ��YN M.KPQ�P � � T(SEE SCHEDULE) I EXPIRES: 6-30-20 Y I ADA LIFT'N' KING STAIR#1 STUDIO \ -, '. 4k444440411144I • Fcl 760 105 I DRAWN BY: POOL 'AlI I W 111� KENDAL P. a 050 RR L \,. _ DESIGNED BY: ram• % KENDAL P. - AT 12"ON CENTER c CMCHECKED BY: EACH WAY ��,7` RICK DUSA o iF.�. O �J' — MKE JOB p: N _ ` BL-5255 m LAP ALL REINFORCING POOL SITE PLAN i'-0"MINIMUM.TYPICAL •ova POOL STRUCTURAL M H.5 - RIETARY STATEMENT aN TYPICAL WALL SECTION-TOP OF POOL AT GRADE L_ 1 o SCALE:NOT TO SCALE THE RIMING DESIGN AND CALCOLA IGNS ON THESE DRAWINGS ARE x _\ POR THE CORPORI EXCLUSIVE DRAWL ARE NO USE/CONSTRUCTION BY T BLUE RE USED FOR o� 41) LAYOUT PLAN _1 SPI SCALE: 1%4° I'-0"- CORPORATION. BIDDING PURPOSES.ANY REUSE OR REPRODUCTION OF L'+ 0 2' 4' 8' ,� THESE DOC'UWENIS KITHOUT WRITTEN PERIp55WN OF BLUE MOUNTAIN o POOLS CORPORATION IS STRICTLY FORBIDDEN. ALL RIGHTS RESERVED. 6'X ANY NFmmunox CO 11001FIunoN OF TIM OOCWONT a PROM=MO UT Ott FFe®oN a NNF!Affilp4 INC. • CHEMICAL FEED SYSTEM 'o' NOTES: FLOWPROVIDEELECTRICAL CONNECTION 1. MAINTAIN FULL PIPE SIZE UNLESS OTHERWISE NOTED. METER R'r' TO RECIRULATION PUMP TO SALINE SYSTEM SIGNAL WHEN NOT IN OPERATION 2. PROVIDE TRU-UNION ISOLATION VALVES OR FLANGES AT ALL EQUIPMENT. MK', ,q, ALL VALVES 3"OR LARGER SHALL BE PVC BUTTERFLY VALVES.ALL VALVES 2-1/2"OR SMALLER SHALL BE TRU-UNION PVC BALL TYPE. BUILDING SIGHT GLASS 'u' NRE 6 ASSOCIATES. INC. 3. ALL CW PIPING INTO THE EQUIPMENT ROOM SHALL BE SUPPLIED AND INSTALLED BY PRIME PLUMBING CONTRACTOR. N E N a I N E E R e INTERIOR WALL MECHANICAL AND ELECTRICAL SYSTEMS VACUUM 4. NATURAL GAS PIPING AND FITTINGS,COMBUSTION AIR,VENTILATION AND EXHAUST SYSTEM BY MECHANICAL CONTRACTOR, PRESSURE GAUGE'c' 6976 SW MACADAM AVE. GAUGE's' FI 41) I 4,1, AIR REQUIREMENTS FOR HEATER:FREE COMBUSTION AIR 1SQ.INCH PER 2000 BTU LOCATED ABOVE DRAFT HOOD AT FLOOR LEVEL SUITE 200 PORTLAND,OREGON 97219 I WI 4.2. ADEQUATE VENTILATION SHALL BE PROVIDED TO MAINTAIN AIR QUALITY AND TO PROVEN MOISTURE BUILDUP IN INDOOR AREA. PHONE: 503.892.1188 2-1/2" FAX:503.892.1190 C II Gb _I D 1 b 0 -^ 5. SECURE ALL PIPING OFF WALLS OR BRACKETED SUPPORTS OFF FLOOR WITH COATED UNISTRUTS. CONTACT...RICK DUSA I-/1-r- engineering®mke-inc.com M C pj1 I \ / •• I-- 6. ALL HARDWARE SHALL BE STAINLESS STEEL n I-....., 1 7. LIGHTING PROVIDED IN EQUIPMENT ROOM SHALL MEET CODE AND ARE BY ELECTRICAL CONTRACTOR. HEATER'h FILTER 'b' RECIRCULATION HYDRO AIR BLOWER 7.1. ALL ELECTRICAL EQUIPMENT, EQUIPMENT ROOM RECEPTACLES SHALL BE GFCI PROTECTED. PUMP 'c' 3_ PUMP 'z' PUMP 'y' 8. ALL CONSTRUCTION MATERIALS WITHIN THE EQUIPMENT ROOM SHALL BE IMPERVIOUS TO WATER AND CHEMICAL RESISTANT TO CONDITIONS NORMALLY STENER PUMP'p' 1 MURATIC ACID ENCOUNTERED WITH OPERATION OF A SWIMMING POOL OR SPA, BACKWASH TO 9. EQUIPMENT ROOM DOOR SHALL BE LOCKABLE.EQUIPMENT ROOM TO BE ADEQUATELY VENTILATED FOR GAS BOILER. 0 ^ CITY SANITARY'v' o \ 10. ALL DOORS TO POOL AREA SHALL BE SELF CLOSING,LATCHING AND LOCKABLE. VALVE SKIMMER - _ UNE TO 28 GPM 11. ALL WINDOWS SHALL BE SOLID PANELS AND DO NOT OPEN. o o z 12. LOCATE ALL RETURNS 18 INCHES BELOW FULL WATER LEVEL ANGLED TOWARD SKIMMER ACROSS CREATING G000 CIRCULATION. Le 3 - z •m c i • N i o- 13. POOL BUILDER SHALL SUBMIT DETAILEDi. PHOTOS AND NOTES TAKEN DURING ALL PROCESSES OF CONSTRUCTION TO THE DESIGNER PRIOR TO COMPLETION OF A z Le CONSTRUCTION REPORT OR SIGN OFF FORM THE ENVIRONMENTAL HEALTH DEPARTMENT.THIS INCLUDES,BUT NOT UNITED TO THE FOLLOWING: h \ �^ \ z< 13.1. PRE-GUNITE PHOTOS OF REBAR YOUT, STEPS, PIPING LAYOUT,DRAIN MANIFOLD LAYOUT AND THE LAKE.PHOTO SHALL HAVE A TAPE MEASURE SHOWING \V/ �J\ �+ /l i.1 / \`�/ l^ / DIMENSIONS. \/ �.i v �/ FINAL CONSTRUCTION PHOTOS OF GENERAL POOL LAYOUT, MECHANICAL ROOM LAYOUT,DRAIN MANIFOLD LAYOUT, MAIN DRAIN SUMP FROM OUTLET PIPE TO GRATE COVER, MAIN DRAIN GRATE SUMP SIZE,STAIR HEIGHT AND WIDTH AND THE UKE.PHOTO SHALL HAVE A TAPE MEASURE SHOWING DIMENSIONS. © SPA FLOW DIAGRAM 13.2. POOL BUILDER SHALL SUBMIT THE FOLLOWING DOCUMENTATION TO THE DESIGNER PRIOR TO COMPLETION OF A CONSTRUCTION REPORT OR SIGN OFF FORM VWSCALE: NTS THE ENVIRONMENTAL HEALTH DEPARTMENT.CUT SHEETS OF ALL EQUIPMENT INSTALLED CLEARLY INDICATING MAKE AND MODEL NUMBER. EQUIPMENT �� c--) SUBMITTALS SHALL INCLUDE BUT NOT UNITED TO: FILTERS,EQUAUZER OUTLET COVERS,REMOTE WATER LEVEL CONTROLLER, PUMPS, DRAINS FRAME COVER © / "1 1 AND SUMPS, HEATER AND THE UKE. DETAILED REDUNED AS BUILT DRAWINGS SHOWING ALL DEVIATIONS OF PLANS.ALL INSPECTION REPORTS. 1 �G/I \Y/ 110 I I__l I -- III -X SKIMMER'E' - 100 -- 3450 RPM POOL DATA: 2; RETURN T. ----__._._. ...._......_..__. m "��,�...■ 2 HP High Speed ■ ..■�� 3 HP High peed DECK AREA 400 SQ, FT, ... ... ... ..._ 90- �� - -1 yz HP High Speed POOL AREA 400 SQ. FT. 2 1 I MAIN DRAIN RECIRCULATION 'C' 4., 1, �� POOL CAPACITY 12,800 GAL • •- 1" FRESH WATER AUTO FILL 0' ,m. `� -1 HP Hlgh Speed . TURN OVER RATE 74 GPM O III, • 21 SKIMMER E I 3 80 irics; ill -V<HP High Speed • 3" MelNl DRAIN- Hvnitn'f' c la ki,14 - 9SpeedTURN OVER TIME REQUIRED 6 HOURS W Ijx HP High M �U N P m 70 FILTER OVERTURN TIME TREgUIRED DESIGNED �.91 HOURS •- 2"SKIr�-e- i @@ u FILTER AREA DESIGNED 4.91 SQ. FT.RECIRCULATION RATE w ��- AUTO E ILL WATER FSR ROOM E m 60 kiki4161k 1 RECIRCULATION RATE MAX.GNED l00 4 GPM Q(N • I = 50111 1141 BATHER LOID RATE MIN, 16.6 GPM -J (N` ( 1 - u 1111113h11111 BATHER LOAD 16 PEOPLE _ D..1 IIII,' 116•114 30 1750 RPMZ CO O fijii h .a � „�.2D , I-© -2-1/2HYDROM � TURN OVER TIME REQUIRED 30 MIN.xi JETS'c' - V �1, 70 -` �� TURN OVER TIME DESIGNED 15,6 MIN, ;. f1 �2" RETURN '1POOL -,, f''. FILTER AREA REQUIRED4.17 SQ.FT, w (/� Q FILTER AREA DESIGNED 4.91 SQ.FT. I3EQUIP. gRECIRCULATION RATE DESIGNED 74 GPM rti E ,•, csl 0 10 20 30 40 50 60 70 80 91 100 110 120 130 140 150 160 170 180 RECIRCULATION RATE MAX. 100 GPM zO a) Q��1i DERV. _C �� RECIRCULATION RATE MIN. 19,3 GPM m a''� EQUIP. - C ±I�� a Water Flow Rate i Gallons Per Minute BATHER LOAD 5 PEOPLE lid • POOL 1 r lily E ' t2 I- • Imo, .-t .. _ 4.-I:,A�� 1-POOL RECIRCULATION I O50 I `' I w�„r 1-SPA RECIRCULATION I� 1 PENTAIR WHISPERFLO WEF-4 1HP SPA EQUIPMENT LIST I c ,,,a� � 2-1/2" MAIN DRAIN - -,'a f _i I00i1© Q -RECIRCULATION 'P a ,r, 1-SPA HYDROTHERAPY SYMBOL QTY. DESCRIPTION MANUF. CAT.NO. 1 -K 2"SKIMMER'a'lin I ,,••.i$'!.7) o PENTAIR WHISPERFLO WEF-6 1.5HP O e. ,• . a 1 WHISPERFLOWPUMP(1HP)RECIRC PENTAIR WFE-4 u _ _ _ ICI �� ..... ....... .. b 1 SAND FILTER(4.91 SOFT) PENTAIR TR 1� rn mna E B HYDRO-INLETS(1-1t2) BNIMWIP 465/0100 d 1 INTELIBRITE LIGHT(100W) PENTAIR 78415100 .-, VESTIBULE ,� :.-/' POOL EQUIPMENT LIST 1 LIGHT NICHE PENTAIR 78210400 • W3 \ ' SYMBOL STY. DESCRIPTION MANUF. CAT.NO. e 2 SKIMMER PENTAIR UJ \ f 4 2'CHANNEL DRAIN PLATE GRATE AWASTAR 32CDLTxxx Fr�\\J -, I A 1 NMISPERFLO PUMP(1HP) PENTAIR WFE-4 9 1 2"HYDROSTATIC RELIEF VALVE SW9MOUIP 07017-158 I B 1 SAND FILTER(4,91 SQ.FT.) PENTAIR TR 1000 h 1 GAS HEATER(250,009 BTU) PENTAIR MASTER TEMP 250 I © - - - - - _ ' """"""""t C 2 32'CHANNEL DRAIN ELATE GRATE AOUASTAR 32CDLTxxx I 4 RETURN RALETS-WALL SWIMOUIP 8434 u < -� -� I1 AUTOMATIC FILL MP INDUSTRIES MP-1953J D 1 2'HYDROSTATIC RELIEF VALVE SWAMW IP 07017-168 I PATIO , -1 11 E 2 SKIMMERS PENTAIR U-3 k 1 HAND RAIL(SS) S.R.SMITH STORAGE VESTIBULE , F 4 RETURN INLETS-WALL PENTAIR 542405 I 1 ADA LIFT AQUA CREEK RANGER I�-a I S5 I ® d G 1 GAS HEATER(250,000 BTU) PENTAIR MASTER TEMP 250 m 1 15 MIN.TIMER SINTGH INTERMAC FF75(BY ELETRICAL CONTR.) ISSUE DATE: • Fi - H 1 INTELBRITE UGHT(SWWj PENTAIR 601302 a 1 AUDIBLE EMERGENCY SHUT OFF BY ELECTRICAL CONTRACTOR 08-12-2019 1. il I LIGHT NICHE PENTAIR 782109� 0 1 CHEMICAL FEED CONTROL PENTAIR INTELICHEM 520970 SET TYPE: �11 - I 2 HAND RAIL(SS) S.R.SMITH 2 HR-5-065 P 1 STENER PUMP STENER FSPECCSHA HEALTH PERMIT �(r �{ ..._. J 1 GRABRAIL(SS) S.R.-QUIT g 1 SALTSYSATEM PENTAIR IC40 REVISIONS: 1 1 (--- n^z11. -,• ••• ___ K t 3'FLO'NMETER. BLUE-VrHITE F-�0 7 7 3'FLOWMETER &.UEWHITE F-300 -. L 2 PRESSURE GUAGE SWAMWIP 3360GW03 s 2 PRESSURE GAUGE SWAMQUIP 336060003 M 2 VACUUM GUAGE SIMMWIP 336000073 I 2 VACUUM GUUGE SMMOIIIP 33fi0400(3 STAIR#1 1 N I AOA LIFT AQUA CREEK RANGER 1 BACK-FLOWPREVENTER FEBCO (BYPLUMAING CONTRACTOR) i 160 - 0 1 AUTOMATIC FILL MP INDUSTRIES MP-1953J u 1 BACKWASH SIGHT ASS DRAWN BY: €III GLASS 1 CHEMICAL FEED CONTROL PENTAIR INTELICHEM 520970 v 1 BACKWASH TO CRY SANITARY WITH 6'AIR GAP KENDAL P. s 'a POOL 1 II R 1 SALINE SYSTEM PENTAIR IC40 w DEPTH MARKERS ALSO ON DECK DESIGNED BY: I ,.RR , F- S 1 STENER PUMP SEDER FSPECCSHA 1 THERMOMETER RAINBOW 129 KENDAL P. N e 052 1 - T 1 BACKWASH SIGHT GLASS 1 RING BUOY AND 30FT.ROPE POOIMASTER 553 CHECKED BY: EN RICK DUSA m { -_ U 1 BACKWASH TO CITY SANITARY WITH 6'AJR GAP 1 FLOOR GRAIN 1 BODY HOa(WN 12FT.POLE 1 VACUUM SET COMPLETE RAINBOW 153E N ILA ..___I V SP-7069DL MK JOB E `-. O - W DEPTH MARKERS ALSO ON DECK x 1 SGNAGE PER OAR 333-060-0180 m II II II II I I I II X 1 SIGNAGE PER OAR 333-060-0215 Y 1 HYDRO JET AIR BLOWER-2HP PENTAIR PIPING PLAN "zN - 1 z I WHISPERFLOW PM'(1.5HP)HYDRO PENTAIR WFE-6 PA FLOW DIAGRAM orn H,5 - SPA TLIST �� I 1 PROPRIETARY STATEMENT - - iT -T� N - CL , - ..x.4 .._-- o1i FHE PLUMBING DESIGN AND CALCULATIONS ON THESE DRAWINGS ARE W" LAYOUT PLAN , FOR THE EXCLUSIVE USE/CONSTRUCTION BY BLUE MOUNTAIN POOLS N Yj DRAWINGS ARE o� S PZ SCALE: 1/4" = 1'-0" 0 2' 4' 8' „ COMPO�N BIDDINGNPURPOSES.ANY REUSE OR REPRODUCTION OF S P 2 THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF BLUE MOUNTAIN E POOLS CORPORATION/S STRICTLY FORBIDDEN, ALL RIGHTS RESERVED. d NR REyROSOCRON OR MOOPIC IVII OE ERN DOCUMENT 5 MIMEO M OIR TIE PERMISSION or MM"AEOtlMP4.M. -,, '03Aa3S38 Sln91a 77V W30019d03 All3lalS SI MO/LYaodao3 SMOd M M o Cd S gnlMnory 3018 30 ao15SI a9d HIM lnorwM 503,('11300 3S3a1 SIN 31Y3S0 .9 r z o .o ,l = .4/l 31V3S �a�o3 03S�n�3s 01110 3aY L O H1 fON°wli �0' Wd2l I(] MOl3 100d Oa) 11b'134 31'd21 8`v'21 5 00d imp(3n19 A8 tiouandatioa/35n 3A15m,7X3 3H!dal U%' . 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