00-0437-008 FOOL PATIO TO BE 4"THICK MIN. CONC.WITH PANEL
6'X6"- IOXiD WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
1 ROW OF TILE '��^' !B WITH ALL ORGANIC MATERIALS REMOVED
a
1u j g 1.6- B"XB"MONOLITHIC JUNCTION BOX SPOT TOGGLE LIMP MOTOR
W.P.DISCONNECT
WATER LEVEL 1'R 1:7 MAX.SLOPE;IN } TILE" FOOTING WIiH 1 /5 TIGHT SWITCH SHALLOW END 4'MIN.LIdHi 12V TRANS
COND. VARIES 1"NON CORROSIVE I A 12•S IN 1/2"COND.
7•-6" f3 AT 12"C-C EACH WAY 12l3 S j P.V.C.COND. 3 1Ill S IN 1/2-COND.
1#3 DOWELLS ON 112"C-C NO1E:SEE GENERAL NOTE 48
STEELTEX FORM OR KRAFT BOARD
WHITE MARBLE NOTE;OPEN POOL TO BE MIN.10'FROM OVERHEAD POW LINES.
�T LTAM PLASTER FINISH A' COVERED POOL TO BE MIN, T 6'FROM VERHEA POWER LINES.
FOR DEPTHS OVER V ADD EXTRA I3 4ffl TO'20'FROM W.l,(NOT REQUIRED WHEN EXISTI G 10'20'FROM POOL.)
POOL TOP FIN.GRADf.____..r ___.�___ w/
COVE BARS AT 12"C-C VERTICAL AS SHOWN
,..• •
murA=CA]6 MR
t
FLOOD CRITERIA-__. 6"MIN.
HO. 21H. .J lYPIC" $EST1,0N THRU PO_O_L TM SECTION THRU WALL ovERFlow
w K f9
USE-_
»
SI All u'- ---- �
#3 ® 12" ! ( 19"
» O/C E/W I 22"
6 8 10 12 13 14 16 18 22 24
POOL BOTTOM SLAB THICKNESS(IN.) I I f
HYI�ROBTA FT CHART
a PAaBO{rI16i>nL(T-nFTAYL 1!2" 1'0" ,�►
FOR POOL BOT'I' LAB.
L� 1IM2 A . _ .
NOTE:REMOVE GRATE NO WELL POINT PLUG FROM
'fin +
MAIN DRAiN.AN ATTACH AUXILIARY PUMP -__ _lv---- ---..__..._.._�..,_.
• LINE WHEN EMP INC?I'001.
�J -- 1 ALL ELECTRICAL COMPONENTS SHALL ONFORM WiTH ART.680 NEC. -• '
2• ALL FLOORS AND WALL&OF POOL 10 E GUNITE APPLIED CONC.
GRATE TO BE (h
WiTH A 28 DAY MiN. COMPRESSIVE SIR GTH OF 3000 PSI.
FASTENED WITH
HYDROSiAiIC VAI VE SCREWS 3 All REINFORCED STEEL TO CONFO 10 A.S.T.M. 615 GRADE 60
A- MAIN DRAIN GRATE TO PIAVE A FR E AREA OF 6 SO.IN. MINIMUM
a.o u t,•,1i. AND SHALL BE SECURED WIIiH SCRE S.
'�'�'•t�i ����.•D ,' �� ..A-ALL POOL PIPING 10 BE SCHED E 40 P.V.C. BEARING NSF APPROVAL
r •. i L �
• • ' l �11 2+T [ fi-FILTER BACKWARI AND DISPOS L SHALL COMPLY WITH SECTION 50Q4 SF6C.
1'' `, �••�I4• ___._,,,_�, _. ! (, L•ALL POOL CONSTRUCTION SH tl COMPLY WITH CHAPTER 50 OF iik SFBC.
• • ! 11-!�QJT�. (()t ..l�S Q- ALL METALLIC CONOUIT,PIPI G SYSTEM.REINFORCiNG STEELAIGHTiNG.
FIXTURES AND FIXTURE HO[ISIN S.METAL PARTS OF LADDERS.DIVING BOARDS
314"ROCK BED *�•,,�, t ' 21I!l+ati� - AND THEIR SUPPORTS SHALL B BONDED TOGETHER AND GROUNDED TO A
MIN. b YDS.TO WELL POINT
STABILIZE SOIL COMMON GROUND. THE 810 DING CONDUCTOR SHALL NOT BE SMALLER +r
(IF REQUIRED) THREADED P.V.G.
THAN AB COPPER. x
PIPE —
SQL
1- THE DESIGN ENGINEE ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASE ENT&OR REQUIRED SETBACK AREAS s
PLOT PLANS NOT PREP ED FROM LEGAL SURVEYS OF THE EXISTING
" ____ __ _ , LOT AND RESIDENCE A E SO INDICATED.POOL CONTRACTOR SHALL
A. WATER EVEL W VERIFY ALL DIMENSIO S INI THE FIELD AND ESTABLISH LOT LINES iF
I 1 NECESSARY. 6
B. DEPTH F POOL I •
� 2- INSPECTION OFT SITE INDICATES UNDISTURBED 3AH0>s Rote
WITH A BEARING V UE OF:2rW-PSF.SHOULD OTHER CONDITIONS y
C. FLO CRITERIA OR MATERIALS BE COUNTERED,THE ENGINEER\ARCHITECT.SHALL
BE NOTIFIED BEFO E PROCEEDING WITH WORK.
O. Pp BOTTOM ELEVATION (A-8) a IN ALL CASES 1 E POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS
TO PROTECT EXI ING STRUCTURES FROM FAILURE BY SHORING,
E. IIPLI T (C-D) UNDERPINNING R ANY OTHER METHOD IF REQUIRED.THE DESIGN
ENGINEER AC PTS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. Hy RQSTATiC VALVE EXISTING STRU 1URES.
4-POOL CO ACTOR SHAILL ESTABLISH LOCATIONS OF EXISTING UTILITIES
• G. B TTOM AND WAIL SLABS ,
AT THE SITE. ECTRIC SERVICE LiNES SHALL NOT PASSOVER POOL OR
SCREEN EN LOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL,
H. T TAL ADJUSTED HEAD (E-F-0)
P_0DJ&D,A►TA,..Arrr=l PM=T
CARTRIDGE . RAPID SAND,OR D1IA CLOUS _SIZE & QEPTH
EARTiI , FILTER _ANAQlY
PRESSURE GUAGE PERIMEIEER
PUMP
GATE VALVES
FILIER
WASTE ov
TILE
AILING
SKIMM
RECIRCULATION PUMP
INLET HAIR , LiNT TURNOM
STRAINER
GATE VALVES �/�J ED FOR, `� ' �"
.G 1.
DEBrRIPTION AREA
FLOW
---- 1N Shakol�r
]NAMES ��RSti �
2"P.V.C. ,� *
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T3Tl1;T117`]f�•��111'tt1TE `�' pATE� $3G. .
ANTI VORTEX MAIN DRAIN �� , �� •� S l(
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