00-0322-005 • � . '#�tSxYiCf. t,Y •. 3s.1S{aY`� $%Fx1Afi�51B�s�1'n�i}� - °�ff.� .
POOL E'AlI0 10 BF A"1111CK MIN. (;(ONC.:, WWII PANEL
I ROW OF TILE '• j13 6-w- Lox-10.w4R-k�MFSH ON COMPA,C�IED GROUND to SE RYIC:I,
diTLl C3RraANIC MAT-fRfAts REMOVED
�,
«. ..,... .... �, 1 11 JUNCTION BOX
a {i3 MONOLE i C W.P.DISCONNECI
°! e a SIyCJT r1SWITC PUMP MOTOR
WATER LEVEL 1'R � 1� F OTIrdG WITH T R5 IICaHt •� v �(
1:%MAX.SLOPF IN - TILE
}'r SWITCH 1�- 'l; (�
SHALLOW END 4-MIN.
LIGHT
V�
_(01 12V TRANS
- COND. VARIES t"�` 1"NON CORROSIVE �a 1 3 N 12-S IN 1/2"COND,
03 AT 12"C•C EACH W •12/3 Sj P.V.C.COND. 3 11(n.S IN 112"GONE).
83 DOWELLS ON 12"C-C `" � , NOTE:SEE GENERAL NOTE 08
} -"SIEELTEX FORM Q RAFT BOARD
WHITE MARBLE ! � N614*.OPEN POOL TO BE MIN.1�0'FR OM OVERHEzA0 POWER LINES.
PLASTER FfNISH A CtOVEREI)Pf L TO E MIN. /' 6-.FROM VERIIE-AO POWER LINES.
/ f rC)R q!P C7V!R A'App EXTTtA 113 1 (0,'2W-f4 M•W4L (NOT:RE CIUME6 WHEN "ISTING tt1'20"FROM POOL.)
POOL TOP FEN.GRADE__ I- �:�'_. _ .... .._ ._._ � �`�Ck�Y ARS AT 12"C-C VERTICAL AS SHOWN
FLC)C)p CRITERIA ,�,
6"MIM.
2'(T1.V:) B + + y C)VERFLO ••.
� ...__.
,. -_...-.._.-.�..-... -
$I AH
Tiasj?IaTinadFwsrTnd',ctsuudistu�r�slsonsazor (Gttarw �afia2400pra i^�••�•.;......�• '(r`•�'
A: oxbav�tin"8 lQiloF 'Gp sElb�utts dTp tb l3at(dwg{1cp�xtml c Gy ula:tlesi el? lnccr..
,.
stlest'a rbat;.tw �3cOm 6cou gbsem a qua� ndit(nufi.ur:siulxtlartu Tlaasa iapau�tU eli tlje?`�.•
sigu was`ba& s1 S .TT C.ZAd "t.d Q/ E/!�/ 1 2�»
60 10 12 13 14 16 10 2U2224 +
POOL BOTTOM SLAB 111ICKNI:SS (IN.! �.
try AIfi awir�ai E P e' � ,
o!s
.: Iu S`Ar±alI sht► be rQL-deb wltii Iz
NOTE.REMOVE GRATE AND WELT. POINT PLUG FROM 14 i�TTtrrli�a�'ctptlf � �
p•.
MAIN 13RAIN,AND ATTACH AUXILIARY PUMP !`Yls�bl IQr auframtt;r tltappoja u . I ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.6nO NEC,
LINE WHEN EMPTYING T'OOt. '
fib# ±ail >1act�rR sta a} (( c (B tantbrmaTtco tv;I ; Ili -ALL FlC1C)RS AND WALES Or PC)CTL 10.BE GUNITE APPLIED CONE.
totec ,gy�lltfy sit xfi�g#ac get fi'act(i i4$p�rici(n°. oC ratio (anctr±i� (.f"attlN ri
GRATE TO BE WITH A 2E1DAY MIN,COMPlT!SSEV�STRCNta1H C)F 3000 PSI,
FASIENFD W11H
HYDROSTATIC VAI VE SCREWS aa(aty t��sn(�q;sI>Trr)hail sv fist Ilallaw watt -ALL REINFORCED STEEL TO CONFORM TO A.S.T.M. 615 GRADE 60
dfiv. tl;, ettozr,ai�druSfgg �t� t1E failnVv,ng alctamrntT
r tlfuET�n far cs1t>u + MAIN DRAIN ORATE TO )[AVE A FREE AREA or 6 so. IN. MINIMUM
r)!`mznt t ahilTlrr ,Xt f E s(tongiY t camTns n�le�tiiat.nl', AND SHALL BE SECUR110 WITH SCREWS.
(e#aErQUr� adult ra�dr+rta� aTt ;s�ysTgu,� tcain�d�:irl srttticia( resPl�ntlon II»i(/ar
.„a• �. �itdtapulluryx'r�u�ctt t 'lt�":• (r�� L">'1��
ALL POOL PIPING TO Qt: SCHEDULE 40 P.V.C. BEARING NSF.APPROVAL.
+• "' ' ' ' ` } �• FILTER tlACKWASH AND 151SPr„35AL SkiAll COMPLY WITH SECTION 50134 SF11C.
r• �,• ��
Z-ALL POOL CC)N31ti`UCTItON SHALL COMPLY WITH CHAPTER 50 OF THE 5F0(:.
�' i (1• ALL METALLIC CC)NI)UIT.1'ITIING•SY3TCM.RCINFORC,NC'y SiEF.C,tICkITING.
3/4'ROCK RO ;� ��� t. �• . oltatETt6r �1t'ty�up�ttivRtl►rt�se, Y FIXTURES AND•F1XILIRE HOU$INGSjMEIAL PARTS OF LADDCRS,DIVING BOAROS
MIN. 6 YDS.TC.i 1ucfSxb'yTz.l.T. 4. ATJIO THEIR SUPI"C)Ei13 SHALL tTF BC)ElDkl}itOGETHER AND GROUNDED TO A
WFLL POINT .;"�
STABILIZE SC71,, THQCAffGl.7 ('.V,C. _ - i20�3QYalt E - ... � HE 9dNnENG CONDUCTOR k•tA NOT 8E SMALL
fir REQUIRED) C I THAN 00 COPPER.
S SMALLER
C C,^ 1G,` f .. l
't SHALL N
I'li'I: 1 IrLa�a.{iQltx.tuld�rKxqu�sl,- ._... � . I.Gt T-'...:_ _
cloatyrft'aQSYIea'by Ta,1'1. L •- <
1t4 t hlipotEq t�vty5+1 uzTd tbtl�:;. •: "-e -- 1 THE DEsSIGN.1a ZINEFR ASSUMES NO RESPONSIBILITY FOR POOL
Ixuu Sl$ Itla x 1Q"(rqu rOds'drlVar (ti CON$tRUCTIOld I1J PA$PME t4TS.OR REQU1RFO r-TRACK AREAS
(t1(R(ho ko>dpr16 tsel`a +Iii. : V PLOT PLANS NOT PRCPAPCD FRIbM.LEGAL SURVEYS OF tHF.EXISTING
LOT ANO RESIDENdE ARE SO IWACAMO.POOL CONTRACTOR SHALL
A. WATER LEVCI, j. r _-- � ► 47� VERIFY-ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
Vogl mgp 012 u.m.-p x';�;h W 1 NECESSARY.
B. DEPTH OF POC�ir p1lTght 012 iS 1,, q S. ,tV. �, 2-INSPECTION OF THE SITE INDICATES UNDISTURSED SANQ_&_WCK
gj k.. p i WITH A BEARING VALUE Or 2WO-PSF.SHOULD OTHER CONDITIONS
C. FLOOD CRITERIA �"' '' / "� OR MATERIALS BE E:NCOUNTCREO,THE ENE3INEER\ARCHIIECT. SHALL
BE NOTIFIED BEFORE PROCEEDING WITH WORK.
fIQ) ' 'kTere:l:vyaf[ eIf'Il �vdli ii . i ! x :p tt #': l trlot
D. POOL gt�rTCJM ELEVATION (A"fi3) %rj,v iCa)IQwiTT h&] p1y 3.-IN ALL CASES THE.POOL CONTRACTOR SHALL TAKE ALI PRECAUTIONS
f / 10 PROTECT-61STING STRUCTURES FROM FAILURE BY St1 RING.
E. (I(�LTE 1 �t~-(7y , ,- UNDERPINNING 00 ANY OTHER METHOD IF REQUIRED.Tt E DESIGN
I+a fiI da rk WTt I G�es;a t+a � :al thr Tgh fat Mall ]1alt b ENGINEER ACCEPTS F11J RESPC)N;IBILI(Y FC1R THE SAFETY OF.THE mil;E3fi13(tTf v} fcl p1'�t�l �ui111 lIV. EXISTING STRUCTURES.
F. HYDROSTATIC,' VALVE .•--a,o 1; �....' ���'Ilan Igo dtlor�1`1ts�cravi�is
bcTt A(� kc, a B Shadatkn, rnilrtL(n11auSI 1t -POOL CO 1A GT SHALL T STA 13 1 ) TttON F XT INfs n
'---»� , , a fiTlSnlrntutr 4 SQ S anl#s aver ttt CT R 6L LC CA S O E ST UT .(TIES
T.
door is ., rre�t and b able" it11T1 1Tlld a �1f#f1 ll v lTulr� ' :�1T az ' '
G. BOTTOM l�t�C3 WAI.I. .SLA�S _.._._..._ . wlliTl��" ht•alauTs 'a :} rn tie
AT THE SITE. EtEGiR1C:SERVICE LINES SHALL NOT PASS OVER POOL OR
� II !VfEf l tT XUBtt4tB�'`moanl 0 tRtnj T`Tirli SCREEN ENCLOSURE..SEPTIC DRAIN FE Lra 1O BE 10'MINIMUM FROM P130L,
j, HTTT1 fal-alrit apoiln . `pEi 41tlatlrr s�vltlzsTll � la+~tit: d at 1 �sk :itTCICS.
N. TOTAL AC3.Jt15TEC! kiEAl� (r;"F•Gy) ,c Ia Q above 60 tfil��Sholti�ft�i�dc)oF car, �
f . (bb) All cic3t11aI1; Iir eUi1 —...__w.._-_..._.-_.__-
m � _ 1
p,� 4vli self�las'tT�g It St;ll~. ,
IETlling�evl�cs : 'he<r1 $ tirie�lallxllrI AlaTx d+ axd shal(bcas , mkTitlx of 1 1
C:AP.TRI[3Oi rK`+1.PdL�-�ShP!{� rr?Ti�E#IhrTr4ldrC
-1cl�agt�vvl fh flooC'43r; 1Z4 ��
RfTT;FELTERJI ._ C i
-.tr��� �1f a�rira�ble doors sk�tl�1?e p��vld��vrith arl:a��a���i�ta
PRssllr rllA�t
GATE VALVES ...I�.�� ..._.
WASTE -». ..t ......Ej1j.�.-.........r...,....... ..x
e _ T 11„•x,_„ w �4...�...._.._.._
SKIMMER RECIRCULATION PUMP -
INLET l HAIR, LENT
MR-Al NEI?-
GATE VAhYCS .► �. �� .—. �
1 ��,1��1 I'� .-• t t..,.,(_..,���..- .1.�.�Bfi��01y a I a P..�..i/x 1
ANTI VORTEX MAIN DRAIN �( j -: - . s
i •
r