00-0911-001 POOL PATIO TO BE C THICK MIN, CONC. Willi
I ROW OF TILE 4' T' J[3 h'X6'- IDX10 WIRE MESH ON COMI'ACtED GROUND i0 SER`/ICE PANEL I.C.
WITH ALL O A iALS REMOVED
MUNOLIiHIC .1UNCTIGN BO?! Vy.P.DtSCONNEGT
SPOI IOGGI E PUMP MOTOR
eu WATER IEVEi i k I;l MAX. SLOPE IN 0 ~ ILE --- 1. �., FOOIINt3 WITH t /S IIGHI SW11CH
SHALLOW END \l ��rp � 12V TRANS
tltaHr ,,,/
COND. O �( VARIES t7T 0, .,,.. )-NON CORROSIV6 N t 3 012'5 IN 1/2"COND.
` 2"-6'M1N. ( 83 AT •C EACH WAY 3 1 I S IN 1/2'COND.
` 1213 sJ �.v,C.coNO,
' 13 DOwCILS ON 12"C•C fob NOTE;SEE GENERAL NOi@ AB '
S1EELTEX FORM OR KRAFT BOARD
Yylt TE MARBLE 1 NOTE:OPEN POOL TO Of MIN,10' FROM OVERHEAD POWER LINES,
BTEPt�E'11'Alta �•� v PLASIER FINISH COVERED POOL 10 Be MIN, T 6-FROM VERHEAD POWER LINES.
FOR DEPTHS OVER 6'ADD EXTRA Ira
�( Tt)'20'FROM WA, iNOT af;C2UiRED WIiEN Ex151iNG 1t)'2T)`FROM POOL.)
POOL 101'FIN.GRADF, 00 �� COVE BARS AT 12" C-C VERTICAL AS SHOWN ---
FLOOD CRITERIA �...«.....�.....,.�
__.._._
11D, v•i �2 .v TYP[�AI,�9�CTIUN.TIU� '�Q,La TYPI�JQNM1RU_WAU OVERFL w . ► � ` �...
C0 1 —
USEP40 i/ !
SI AB SaT r STA�EAY>✓NT `1 » '
Inspection of the site Indicstesundtslurbed sand and rock with a bearing vafuo of20o0 ps •--•.« �Y"�
After excavation,s letter will be submitted to the building department by the design engineer > 03 0 12" � 191,
► " attesting that the site has been observed and conditions are simitir to those upon which the °° p y O/C E/W
design was based. S.P.13.C.2403.1A 1 d- '22"
68 10 !2 13 11 }6 18 20 22 24 � t
POOL BOTTOM SLAM 111ICKNESS iiN,)
11YD�1[�ll.a.l" F_T_C11[1.7 T
)1 B,F�S2It_I3�?�T,QM_1gLA13 s001-SSPECrur;PRVIstONS ^. ^_ �'l' ��� _ WAX&W MOAM I3 MI4 1/2"= I
(s) All twirnmla p 32.5G' lJ1:t � �Q e
lG,spas tad hot tubs uses shall be provided with�a
NOTE.REMOVE ORAtF. AND WEIL POINT PLUG FROM IPerrnum,ufetywuuIngop Ida rcidllyvulbl elocationkom ethe
MAIN DRAiN,AND ATTACH AUXILIARY PUMP poolucs. �b y -.
LINE. WHEN EMI'IYINCIP 11001, V 1- ALL ELECTRICAL COMPONENTS SHALL CONFORM WiTH ART,680 NEC,
(1), Such safety' t1Yn sltail be in corifortntnce with the R I' G�lilltoil C-L, ,Z 2,1
tolumcet+quAty and deslga u set forth in Appendix it of the Standard set forth in `t 4,2�I 2- All FLOORS AND WALLS OF POOL TO BE rUNI1E APPLIED CONC,
GRAZE 117 BF. SubuctloASQpI 2(b)httdy' 10 Willi A 28 DAY MIN, COMPRESSIVE STRENGTH OF 3000 PSi.
FASIENF.D Willi n
14YOROSTATiC VAi VE SCREWS ' (Z) Lath ufety waralttg atQrt ahal!wam senlrtst shallow water � a-ALL REINFORCED STEEL 10 CONFORM 10 A,S,T.M. 613 GRADE 60
divm� �� 0° oflr dude the following tutemcnt; `There it no
y as
SOSL[Ndoa fat ldujt to -MAIN DRAIN GRATE 10 ttAVE A FREE ARrA (Jr 6$Q. IN. MINIMUM
pavWon otamall cltlldren,1t Is strongly recommended that at `� r` AND SHALL BE SECURED WAFT SCREWS.
0 o�,r r t, d lout oru adult iend"S child x4misloa ba trained in artlt`rclal rtspiratlon moor
�,S$'•, �tA� '�it 1 ,• cardlepulmpnuyicswclGttloq(CPI •, 1, )
t,'tj` /x,32 L SIL - �• ALL POOL PIPING 10 BE SCHEDULE 40 r'.V,C.BEARING NSF, APPROVAL,
..
. '' • ' t 1 a - Q 0 J. FILTER BACKWASH AND DISPOSAL SHALL COMPLY WITH SECTION 5004 SFBC.
r• ; N• , ; ►• 3G �
N I. ALL POOL CONSI RUCTION SHAH COMPLY Willi CHAPIER SO OF THE Sf BC.
1/
I50 AHr circuit bteilitpsncl witb disc. b � �y 25� N � � D Q. All METALLIC CONDUi1,PIPING SYSiEM,REiNFORCINC'r STEELAICI111NG,
3 tip �r0 FIXTURES AND FIXTURE HOUSINGS,METAL PARTS OF LADDERS,DIVING BOARDS
aft'RO BEt� - '4 `',��., s b \.
mettr by P.P.L.Co, lip /� �l Uri AND THEIR 5UPPORIS SHALL BE BONDED TOGETHER AND GROUNDED TO A
SfABttift1C4t�- wEt t POINT 1 G�• . N a COMMON GROUND, THE BONDING CONDUCiOR STALL NOT BE SMALLER
- fwWEWlfIkj_%_ litREADLD P,V,C. 1201230volt I "• fi THAN 08 COPPER,
PIPL Ightlsati0hz.underground l7I LO*tD ii
electyric ecrAcc by F.P.L.Co. tiQ Z ITT
SY LL- '_QI/YT_.I2&TAIL 9 ' oc5 . �3 N U 3.r.isl1 N��L,&
round
04 Copper to two ground rods i O """'�"� 1• THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
j min 5/8 dia x I0'Iroo rods diivco Q' ` V � � CONSTRUCTION IN EASEMENTS OR REQUIRED SEI&ACK AREAS 1
into tbogrouad6rectopast. In �� PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL � �1 1?vereurrtProttctjq� LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL
VERIFY All DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
3,G/' 2�' NECESSARY,
57 5b f Pool pump Y2 5 Amp. 2.4 K.W. r� �
0. DEPTH OF POOL Y' Pool light YlZ 1SAmp, 0,3 K.W. 2 , 2-INSPECTION OF THE 111E INDICATES UNDISTURBED JMDJI-&Qf5
ro vii WITH A BEARING VALUE OF 2QW-PSF. SHOULD OTHER CONDITIONS
C. FLOOD CRITERIA — t9 I
OR MATERIALS BE ENCOUNiEREO, THE ENGINEER\ARCHIiECT. SHALL
r I BE NOTIFIED BEFORE PROCEEDING WITH WORK.
D. POOL BOTTOM ELEVATION A-B 'L�' (10) Where a watt of a dwelling serves as part of the barrier, one of the °'
� If011l)Wing shall apply; A
J 3� �,► W a-IN ALL CASES 1HE POOL CONTRACTOR SHALL TAKE ALI. PRECAUTIONS
�f.Cj f raj U�1� TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SliORING,
E. lIT'IIFT (G-D) (9 a) A11 doors with access to the pool through that wall steal! be \ UNDEPPINNINC3 OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
j equipped with an alarm,which roduces an audible.w when the door or Its screen {s is ENGINEER ACCEPTS NO RESPON;IBiL11Y FOR THE SAFELY OF THE
p EXISTING STRUCTURES,
F. HYDROSTATIC VALVE '� - being opened.The ann shall sound conUnuousiy for a minimum of 30 soconds after the T2AOr
door is opened and be capable of Onaltting a sound of Sufficient volume to be heard in Lite - rN. 4-POOL CONTACTOR SHAII ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BOiTOM AND WALL SLABS dwelling, The alann shall bee ul d with a manual means to temporarily deactivate the At THE SITE, ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL,OR
equipped P,2iv arE ,QOAU SCREEN ENCLOSURE.SEPTIC DRA114 FIELD TO BE ID' MINIMUM FROM POOL,
��f alarm for a single opening. The deactivation switch shall be located at least 54 inches b
H. TOTAL ADJUSTED HEAD (E-F- abo�ethathresholdofthedooror;
I �
by
i ,(bb) All doors sha11 be equipped with self-elasing and self-
latching devices,The release mechanism on all such doors shall be located a minimum of p �' A� - uY �'Nx
�4 Inches above the floor or; `c 1� ' Lt
CARTRIDGE . k,A-rrTy-��1+3;f3+2-DIA4f3MApEf3tt5- ,�ZE 8. DEFT}� t✓ �� � ' � �
--fAR", FILTER
(cc) All operable doors shat( be � —������•-•••----
P>,ESSUkt cuAGE provided with an access gate �ER�XE IO L�•
GATE VALVES _P_jM�) 3 �ep
WASTE we l:'
SKIMMIR ��l�N-��
RECIRCULATION PUMP(4J INIEIS 1 HAIR , LiNI Q l✓PIPI
l ! STRAINER -R Wayf 6 <:*- �5 �^' ------i-
—LIGHT A
GALE VALVES Bill ilNi:,/
FLOW L
I.R. glQtdp,�,/l2tl 1 . `
As r� , goo SXZT 1 bt,xx _3 �t:�IHR 1242q&W.T�lh rMVls.Mi11t�11 15
/Y �rrl'� ADURF.AB,_ 7/ DDQIS 3 P)Jng elrx�41+ �ilona.r�D51�l$•i1R4 1,'11
[_ r
AN11 VORTEX MAIN DRAIN �� tWUIyIYS _ RIATls 1- D i IIY� DtN
HIE` "x �' �'//,��/ �- 7�' S��t� \.,..
r
PA:P�A�lR�..PX�Cx�R_Pl)h'�N��I��b�'J►�l� ,,