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00-0324-004 .zf4. AiiRSlXF1 jR.&tlUts'f v'+!i'. ...--.°i i'4Pt 5'3•. J31 : i19d.'t 83'i, #f *�?@ 178t's.: ��"� - R4' i!2E' r - .. _ _ .. r°cog?g ?wmsmSAS.2+'cif°.`x�.�2?1g�k�Y1.4.49A5'N4=:.. I'(:)C1i. PATIO TO R A"THICK MIN,CONC. VVIIII PANCF- 1 ROW OF TILE ,.�„�„�•, , , h^Xh•'• IOXi01 1 F—Ill S� ti Opt COMPACiED GROUND TLT Sf:i�'VICf � T.0 WIT. kt C)RGANIC MAi RIALS.,REMOVEIO ^" '•�^-^°•�-^•-^ �. JUNCTION BOX W.P.DISCONNECT "'.•" .,� u..�'.,�^ q"XTI.'M •NOI.IFHIC SPOT TOGGLE PUMP MOTpR ,� WATER LEVEL i'R Je FC7C}LIN WITH r5 tlGt91 SWITCFi �1 . v 0 1:7 MAX. SLOPS:IN TILE a 4 J� (� ha SHALLOW ENE) �.. 4"MIN. q�Rt� 12V TRANS LIGFiT I"NON CORROSIVE IN IN 1/2"C:C7NL1. 3 #12'S iN 1/2"COND. COND. VARIE - „ 6"MIN. #3 AT 12"C-C EACH WAY ; 1? SJ P.V•C•CCOND 83 DLOWELLS ON 12"C•C '"`mow '~ " ""'"~° ^ •.^ raar :St;E f3T:PdERA1 NOTE 49 ' ' ""°""""""SiEELTi:X FORM AFT 8(7ARq WHITE:MARBLE NOTE:OPEN POOL 10 NE MIN.10"FROM OVERHEAT)POWER LINES. ` n � PLASTER FINISH A' COVEREQ POOL TO-bli MIN, r 6"FROM YERHEAD POWER LINES. DEPTHS OVER 6'ADD EXTRA #3 ! t0 ! FRAM W,L (NG1T Itl"CJUIfRED-WIfEl EXISTING 1Il 2q FROM POOL.) POOL TROP FIN.GRADF.�_ 4- t:��.__. . _ -._. •_M� �%1 COVE BARS Ai 12"C:-C VERTICAL AS SHOWN .. � A. FLOOD CRITERIA 6"MIN. VERFLOW •� �•». 6 011- } �„ L-1—fr 7 SI Ali1pspGCt(tln dY�site 9uc11a l A Aaib�cl S�gst:ans1 rn Tfi w�iU1 f�c�pnu wafuan£20Q0 jist Adler�>Sd»vati�,n,a£2Gltcr,u�lt iTa�bt�t�cT tp#tz�b►iA$wg t�cpa><•ci>x�nt Tay�#Za d©sT�u:eug�stoer•: .� #� 1� 1�" ! � �' atistln that LtneSre has been obsivcd dud cp#1ClusuC�siimti(alr-t ftzaso>lpctrT tivz�h t►o."°k - C)/C~ /Vil t .. i µ ryry s�d Ir. .`a'24© •1.t) 7,Li 10 12 13 14 IBS i020222A POOL BOTTOM SLAB THICKNESS (IN.j �,. �'• � � �' aa��'�} aeC. CAtl ..J .J�1d��@`_ Dtl.'J sSP .GY.1.T;. ' .+ YI;SS1! '."• ' • .. xx.� 41. •t..c.. .�l - �'. " a• 1 jx"° 1' q" .,...�-.� .. IStiYZJ�,iyf,�r >dpa� Bu�•I14t tuErs:.gPC� S11A1t 11TS p[4V1dC4�:Yjtii:A: I NOTE., REMOVE GRATE AND WELL POINT PLUG FROM (1�•>?�rict�;sEntct � X :#� IklAciJlj►Y!€111afAGTjgftfrott,jjat$tpolBecS; L-ALL CLEC1fi1C:AL COMPONENTS SNAIL CONFORM W11H ART.hE1t)NEC:. MAIN[�i;AiN•ANC) ATTAC.lI AUXILIARY PUMP x • LINE WHEN EMPTYING►I'OC)1. Eli. S� kafoty` Irj$ti �#I>krll �a 'jEt tatst`OT1F1Attvb tvi{{� #jT� I 2• ALL FIOCaRS AND WALLS OF POOL TC7.BE.C,SFN1tE APPLIED CONC. to12rAFtQr k tI ... . de t �st'Ndl�flr (A, )tapd�ac 1?o tl SLerzd d SFt forth J. ' wI1Ft A 28 DAY MIN.CtOMPRi SSiVE STRENGTH OF 3QCX)PST, C�fiATf TO BE SubC�la ; faS�f. bbercln,.� FA$1r,NFD Willi SCREWS wtixt► sjptt shalt tt71 nsyeltut`;it;tltdW'VrStt. �E ALL REINFORCED STEEL Tq CONFORM 10 A.S.i.M. 615 GRADE 80 HYDROSTATIC VAI VC djy(n L • q F N X` Fd d#`� ? LT t ;ttiCjfxcXb Fdtl >r4T(dW[n ,0(atpulaklti,"�'h T�j;S Eli T• MAIN[TRAIN GRATE TO,FiAVE'A FREE AREA OF IS SO. IN. MINIMUM zUti�ili8ticitt dux AND SHALL BE SECURED WIttl SCREWS. t �lc�r n�mr��ll bran,Yt,l�sirdng�y x�c�f�T>�landed that nL-. �. ,,,,u. 1r of RIF3 s1,u1t t cb p. .000 Tz irGtn i Jn rt3> dJal rIS'lrat • .ie�: :.0.• ��°,F/��,`a o.• t t4 ti nae s #a t kt ( ?ITS"r AL POOL F IP C3 O 1 SCHEDULE Q P.V.C. BEARING NSF.APPROVAL. „� ,• . � �! __ L ; �• L + IN T B � , �, .• ., . • ; a ; 5g L4= .45 t� i 6^ FILTER DACKWASH AND DISPOSAL SHAH COMPLY WItIF SECTION 5004 SFBC. - - " • Z- ALL POOL C ONSIRUCTIO14 SHALL COMPLY WITH CHAPTER 54 OF THE SFBC. 14, claizJ rtsa xtta ° . • • ' �- Y ij,ALL METAiAIG CON0 UIT.PIPINC3•SYSTEM.REINFC7Re lNr�Srt;F L,tIC1H11NG. ! �4ialitthK�a 'c�p�ublvrtthdisc, FiXTUR.ES ANi.�FIXTURE HOUSINGS;MEYAL.PARTS OF LAODERS.DIVING BOARDS 3/d"REIN. BF f] ' Atilt)THEIR SUPP OFEIS SiiALL BE'llONDEll TOGETHER AND GROUNDED TO A MIN. 6 YDS.tC3 tztc#GXbyPP,T;,.Ca, q COMMON GROUND,THE BONDINO CONDUCTOR SHALL NOT BE SMALLER wa;lt POINT �; _ . STABILIZE SOIL M THAN an C.OVI*ER. (tF R!>�L'I.',t:FOT aAhC1.7 P.�.•C, - f,�4t2sE?Ynit • t'1!'f� 1 phas.v:G01sx,ssridarkeQyncl: .. ' ., �� ` elcs;#yr(�scrvLcu lay�x'T.'cp ! ,� `_ � y ' �Fr4uiul ' . FF4 Cgppd,to ttiuctl;touricj r(ilts:.. J;THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL BETH.sO- ii 1.Q+;lrparbd:3dcxVGit CONSTRUCITION IN EASEMENTS OR REQUIRED SEIRACK.AREAS (gtp ihegxaups3�:CccEa1� � �1� Q PLOT PLANS NOT Pf~CPhREp F fiOM.Lt GAL SURVEYS OF rHf:F.XISTENG f P LOT AND RESIDENCE.ARE S#O INDICATED.POOL CONTRACTOR SHALL A. WATER LEVEL 7/ �'� x� � i ? VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF lrncl putule dFl o ns,�p�. :z,a P!? , NECESSARY. 0, gC#'TF1 OF F'QCJL t ?'aai iigbt 2-INSPECTION Of THE SITF.INDICATES UNDIS1UR8tD�1NtL&R=K. WITH A BEARINGS VALUE OF'2,P$F.SHOULD OTHER CONDITION& C. FLOOD CRITERIA �' � � _�...._.. .. .. I OR MATERIAL$ BE ENCOUNTERF.t3,THE ENGiNL'ER\ARCHITECT,SHALL BE NOTIFIED BEFORE PROCEEDING W11H WORK. � •Q 1 (>d) W arir:a wlill o n zsr ilulg,. e 4T 0t, 4�.ri gi ;T ie:.. )LI�j I ,a-IN ALL CASES THE POOL CONIRACTOR SHALL TAKE Atli PRECAUTIONS • D. F�QCJI gC�Ti'C)M �LCvAT1CTN �A~b) >t`�Jl�wli�slaal�`Tippl�: . °J I TCa PROTECT CXISTIN0 STRUCTURES FROM FAILURE BY SHORING• ' °C' UNDERPINNING qR ANY OTHER METHr IF itE .Tilt DE51C'.N tr, ljf�L1FT �C°�� 00. �'�J1 cia T 1Y t i'an�6ss t4,#b� al tkiraiT Ji Baal sbt#IJ b ^l t NGtN F R ACCEPTS NO RT:SPC3N5IBiLF Y FOR rHlr SAFETY OF.TIFF gzr�ppt rlrlr L nJaz�r►,wllzcl arp#�T1 a alt r�dTtr1 .� un �.=Jz Ta 1tx�dAglr crr�tS �reaii S' EXISTING STRUCTURES. F. HYDROSTATIC VALVE -���-•�j: b�ln�upel��s�.��� "s�izlla�ca#itJ,t�udd�ty�c€#Irri�iiJtriilm of�Q��Qnd�`���r.:tk1� A-POOL CONYACTOR SHALL.E-STABLJS(i LOCATION$OF EXISTING UTILITIES t1.ot5t 1S Apr4rJ end k� .EraB}�Jg.rj}° jjn a 3ptitT€J cs1t } jeill�+c.Ci( lt;is b�hEAr� Itk;te AT THE SITE.CLEI�TFtIC 3EFtVICE LINES SrliAll NOT PASS CSV>:R P[�C�L OR G. BOTTOM AND WALL. SLABS #wc1JJn �He E t�rzT1 egitl��tlr�i wi�i�1Ttonua m.IlS Tq�crr(�TOr�rziy d�AC#�Y�#e t}t SCREE N ENCI(D3UR1.SEPTIC DRAIN FIPLD TO BE 10'MINIMUM FROM POOL. I i isrrrF € t sir gJ� 0_powrrg. `t'h de ;lzv clan swJTch hxtt' �.1F aL�d at l asL.;S Tn ties. 11. TOTAL ADJUSTED HEAD (F"F.G) � �` abnv�L��Llue�liajd�t°tli�danr�r; ,(bl?) Adl cJDiSrsy sfTaJ1 try L. .4 WiL 9 f s�il7slrs grid seJ . Jatctllr,� vie. wl. 1s dzrrstS iti�c i sr r#X11 sua Z��Qars s11Tz1t be,.Jlacat�a;, nllx>?irxtuzr�.v 4rTChlis: �sTV :thi�oxoE tr;aT,TIiiT�EiE .°I�•A•RFE?•-SANC�k3�T�t3M�cC•G-�t� . . _ aAfiddF. FtLTI fi —CAL E �M tee, A11% j? iattaors siaTJ be lSovidQrl w)thst PRESSUL'1' GUAGE GATE.VALVES. a ...._Ell:.�.�E�..�,_____.��. WaSTE _ ,...Cllr.�.,_....r..�.�...�.� .I_I....�.,..4._....._....._._..._.,_....... SKIMMER RECIRCULATION PUMP iNL.ET 4 I iAiR, LINT . . t .�] FLOW �• P-of MA-ELT M-MAN. W ANTi VORTEX MAIN CIRAIN R� ' - - - - y - t �'�•" � ,� 1 4 (2- ' t?E7�Tt� �` '` ` °.``- S jo C i eCnn�rtz��f�zx- •s }a,�avtdm4zs�•�aswsa�m� Astzxx7¢���»•vpa<� _ � ., _ _ _ _,_ - '