01-0294-002 POOL PATIO TO BE 4"THICK MIN.CONC.WITH PANEL
6"X6% 10X10 WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
I ROW OF TILE 4'--49 JB WITH ALL ORGANIC MATERIALS REMOVED
s /
w
4.0 { s JUNCTION BOX Vy,P.DISCONNECT
8"X WITTTTIIC SPOT TOGGLE PUMP MOTOR
it a' �" ATER LEVEL 1'R I� TILE ,� { FOOTING WITH l �5 TIGHT SWITCH
I� 1:7 MAX.SLOPE iN
SHALLOW END 12V TRANS
LIGHT
BOND. VARIES I"NON CORROSIVE a`�14.IS IN 1/2"BOND. 3 912's IN 1/2"BOND-
2•'-6"MIN. . I 13 AT 12"C-C EACH WAY 12/3 SJ P.V.C.COND.
#3 DoWELLS ON 12"C-C NOTE:SEE GENERAL NOTE #B '
SIEELiEX FORM OR KRAFT BOARD WHITE MARBLE j NOTE:OPEN POOL 10 BE MIN,10' FROM OVERHEAD POWER INES.
MR-MAIL PLASTER FINISH // FOR DEPTHS OVER 6'ADD EXTRA #3 COVERED POOL TO BE MIN. T 6-FROM pVERHEAD P WER LINES.
�'�/ COVE BARS AT 12"C-C VERTICAL AS SHOWN 1 t0'ZO•FROM W.L. (NOT REQUIRED WHEN EXISTIN t0'20`FROM POOL.)
POOL TOP FIN.GRADE.--_.-- -•_-• -� ,� ,,• ,,,,� .r,
FLOOD CRITERIA ,._�.- 6"MIN.
OVERFLOW •-.�
_ ---•._IiD, 2'IH.V.) TYPICAL BECTION�HB17 t TYPICAL SEC j�THRU WALL �'.
- H.D.
I 18"
USE i r..�ff'rL
�"
SI A8 f-
*3 12"
._ ,. O/C E/W I 6810121314161820222
POOL BOTTOM SLAB T14IC ESS (IN.) SI(}II" 19 X
HYUR09TATIG UPLI
@ 8WI1S[ DlI=L 112
1.0"
GE
Ot)T L �L
NOTE:REMOVE GRATE AND W LL POINT PLUG FROM �I j�ll(2.1
MAIN bfiAiN,AND AT1A H AUXILIARY PUMP / j-ALL ELECTRICAL COMPONENTS SHAH CONFOR WITH ART.680 NEC.
LINE WHEN EMPTYING F 00t.
j 2-ALL FLOORS AND WALLS OF POOL TO BE GUNIT APPLIED CONC.
G AIE TO BE WITH A 28 DAY MiN.COMPRESSIVE STRENGTH OF 000 PSi.
FASTENED WITH -�
HYDROSTATIC VAI VE
SCREWS ! a-ALL REINFORCED STEEL TO CONFORM 10 A,S.T M. 615 GRADE 60
A- MAIN DRAIN GRATE TO HAVE A FREE AREA or 6 SO.IN.MINIMUM
4'�a'o-��• ' '� to•.$- ! AND SHALL BE SECURED WITH SCREWS.
'� '�'��•,Y•�:• �', • J�'" � 5-ALL POOL PIPING 10 BE SCHEDULE 40 P-V.0 BEARING NSF.APPROVAL.
• : e ( � J \ 6,-FILTER BACKWASH AND DISPOSAL SHALL C PLY WI1H SECTION 5004 SFBC.
r• = ' '�+ - L• ALL POOL CONSiRUCTiON SHALL COMPLY ITII CHAPTER SO OF THE SFBC.
,•;� ' ;. .�' '
Q. ALL METALLIC CONDUiT,PIPING SYSiEM.RE NFORCING STEELAIGHTING.
3/4"ROCK BED .4 *y� ., s ' �,.� t( FIXTURES AND FIXTURE HOUSINGS.METAL PA S OF LADDERS.DIVING BOARDS
-- -----L------- "' -- -- ----- - --- AND THEIR SUPPORIS SHALL BE BONDED 10 ETHER AND GROUNDED 10 A
STABILIZE 6 YDS.i0 WELL POINT -• COMMON GROUND.THE BONDING COND CTOR SHALL NOT BE SMALLER
(IF RE ITE SOIL THAN F8 COPPER.
(IF REQUIRED) iHREADEp P.V.C. i
PIPE
S LL. UIIY' �1I� z j
^ I I v 1-THE DESIGN ENGINEER ASSUMES NO R .SPONS(BILITY FOR POOL
TL
CONST
PLANS NOT P EPAE ED FF U ROM LEG RED URVEYS OF THE EXISTING LOT AND RESIDENCY: ARE SO INDICATE . POOL CONTRACTOR SHALL
A. WATER LEVEL n all VERIFY ALL DIMENSIONS IN THE FIELD A D ESTABLISH LOT LINES IF
I
'&1( NECESSARY.
B, DEPTH OF PO L ..............' G
Q-INSREC110N Of THE SITE INDICATES NOISTUR ED SAELD b ROCK
WiTH A BEARING VALUE OF _PSF. HOULD OTHER CONDITIONS
C. FLOOD CRITE IA OR MATERIALS BE ENCOUNTERED,i I ENGINEER\ARCHITECT.SHAH
BE NOTIFIED BEFORE PROCEEDING IH WORK.
D. POOL SOTTO ELEVATION (A-B(
i a-IN ALL CASES THE POOL CONTRA TOR SHAH TAKE Ali. PRECAUTIONS
TO PROTECT EXISTING STRUCTURES F OM FAILURE BY SHORING.
E. UPLiFT (C-D) UNDERPINNING OR ANY OTHER ME OD IF REQUIRED.THE DESIGN
ENGINEER ACCEPTS NO RESPON51 LITY FOR THE SAFETY OF THE
F. HYDhOSTATI VALVE
EXISTING STRUCTURES.
' �- ----
_ A-POOL CONTACTOR SiTALL ESTA LISH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM A D WALL SLABS r^� AT THE SITE.ELECTRIC SERVICE LI ES SHAH NOT PASS OVER POOL OR
"U SCREEN ENCLOSURE.SEPTIC DRA N FIELD TO BE 10' MINIMUM FROM POOL.
H. TOTAL ADJ STED HEAD (E-F-G) AA
POOL DAxA.& F=1P-MEAT
CARTRIF GE , RAPID SAND,OR DIATOMACEOUS SIZE & DEPTH
EARiiI l FILTER _..__._.._ ... _...
CAE,A--ITY
PRESSURF- GUAGE —PERIMETER
GATE VALVES EILTER
WASTE TILE
r
AILING
SKIMMER
RECIRCULATION PUMP
INLET
HAIR . LINT TURNOVER-
STRAINER - - .``� ��;. •• ��.
E: a '� YZ •�A
c; A
yY GATE VALVES
t.utawT[. nTltc�sBlPSi4�i
� �.., , K .
FLOW - _
= = - I.N.MalflnatdP.E. _Imi -
c �d:•• 2"P.v.C. j,m' � i,T.ncx 2' _ 12410&W.75ith Ntafil
FOOL FLQ N A�?i�REI e '`�:a BOOKI53 FAG t�.,'3C� u Q� Rhone:[9001 X76- FL O
t
ANTI VORTEX MAIN DRAIN SQALEL-Vm . �,� /✓L,n„ -�:, .'`!YZ� ( lTI i✓p� �tA'1(�_�'" _ _ DA _ ^-_ �� , ,F� , ,r ••. ••,, _
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E.., L-TER_PIPIN HEMA=