00-1163-004 POOL FAT-"O TG BE 4"T:IICK:CAIN. CONC_'.Y i PANEL
I ROW OF TILE ,4',.-. JB 6'Xo"- IOXIO V.IRE MESH ON ^. 'Q9*1tT_ G40UND TO SERVICE T.C.
WITH ALL ORGAN LS REMOVED
-o
• �u 8"Xh"MGNCiEITHlC JUNCTION BOX
SPOT TOGGLE
O :�}- W.P.DISCONNECT
II WATER LEVEL 1'R }g TILE ,� � �•--' FOi]tiNG WITH 1 �5 LIGHT SWITCH 7y�`t2, Z PUMP MOTOR
•r
{2 3%fl' 1:7 MAX.SLOPE IN J
SHALLOW END `.. 4"MIN. i'
LIGIiT 12V TRANS
ND. VARIES 1"NON CORROSIVE 1 3 012'S IN 1/2"COND.
2"-6'MIN. ( aJ Al 12"C C EACH WAY _ 12/3 SJ P.V.C.COND. 3 APIs IN 1/2'COND.
A3 DOWEllS ON 12"C-C I ( NOTE:SEE GENERAL NOTE 10
'cl -STEELTEX FORM OR KRAFT BOARD
WHITE MARBLE ./ I NOTE:OPEN POOL TO BE MIN.10' FROM OVERHEAD PO` R LINES.PLASTER FINISH COVERED POOL TO BE MIN. 7'6-FROM VERHEA POWER LINES.
FOR DEPTHS OVER b'ADD EXTRA �3
'�� COVE BARS AT 12"C-C VERTICAL AS SHOWN 4w1 10.20"FROM W.L.(NOT REQUIRED WHEN4-a EXIST NG i0'20-FROM POOL.)
POOL iOP FIN. GRADE _ -_^_T ��"' )�r�l'�'I`)ZICA1.
FLOOD CRITERIA WIFZI71
6-MIN.2'(H. .) TYPICAL BFCTI4N THRU pQQk MTCAL QrefTl�n THRU WALL OVERFLOW
' = N.D.
�•_6" — ��
USE SI AB '. 11 '^ -"'e ( 18" � rl X(l/ a @ 12" � (o/C E/W_ ..
• 6 B 10 12 13 14 16 18 2224 -- _ L ��'{2,{R��3�T 1f2•N •
POOL BOTTOM SLAB HICKNESS 1IN,) � \
L.
FT-�8T ,
1 \ t�P111RWIh'�f�[1T Dk 112 1 0
NOTE: REMOVE GRATE ND WELL POINT PLUG FROM
MAiN DRAIN•AN ATiACH AUXILIARY PUMP 7+1L8r[LY�wt
LINE WHEN EMPT LNG I'OOI. 1 ALL ELECTRICAL COMPONENTS SHALL ONFORM WITH ART.600 NEC.
GRATE TO BE
2-ALL FLOORS AND WALLS OF POOL'10 E GUNiTE APPLIED CONC.
1 WITH A 213 DAY MIN.COMPRESSIVE SIR GTH OF 3000 PSi.
FASTENED WITH
HYDROSTATIC VAI VE SCREWS •/' `" p 3-ALL REINFORCED STEEL TO CONFO TO A.S.T.M. 615 GRADE 60
11 _ A-MAIN DRAIN GRATE TO IIAVE A FR E AREA OF 6 SO. IN.MINIMUM..
n r "�•i%,,f:.�; •�',!••a�F.r7 '•V' / ,tM ',HPL I A E SECURED WITH SCREW
_ A-ALL POOL PIPING TO BE SCHEDU E 40 P:V,C. BEARING NSF.APPROVAL.
6-FILTER BACKWASil AND DISPOS L SHALL COMPLY WITH SECTION 5004 SFBC.
Z- ALL POOL CONSTRUCTION SH l COMPLY WITH CHAPTER 50 OF-THE SFBC.
" I Q- ALL METALLIC CONDUIT.PIPIN SYSTEM.REINFORCING S1EELAIGHTING.
3/4"ROCK BED • T *s+ :, t ' FIXTURES AND FIXTURE HOUSIN S,METAI PARTS OF
LADDERS.DIVING BOARDS
MIN. b YDS. 10 — f t p t AND THEIR SUPPORiS SHAH BE ONDi D 10uETNER AND GROUNDED TO A
STABILIZE SOIL WELL POINT �(I �� 1 i COMMON GROUND,IiiE BON LNG CONDUCTOR SHAH NOT BE SMALLER
(IF REQUIRED) THREADED P.V.C.
PIPE (� r -
• - I ,,THAN #0 COPPER. -
fS'fr�:LL�QIIY. IZ�TL�I>,� • ' .t �
I 1 THE DESIGN ENGINEER SSUMES NO RESPONSIBILITY FOR POOL r,
CONSTRUCTION IN EASE NTS OR REQUIRED SETBACK AREAS
PLOT PLANS NOT PREPAR D FROM LEGAL SURVEYS OF THE EXISTING
A. WATER L VEL ._ . . _ r LOT AND RESIDENCE AR SO INDICATED.POOL CONTRACTOR SHALL
p VERIFY ALL DIMENSION IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY.
B. DEPTH FPOOI - �'• � .- '• �.. � .
r 2-INSPECTION OF TH SITE INDICATES UNDISTURBED SAD a ROB
C. FLOOD CRITERIA WITH A BEARING VAL E OF�QQ_PSF.SHOULD OTHER CONDITIONS
OR MATERIALS BE E OUNTERED,THE ENGINEER\ARCHITECT.SHALL
BE NOTIFIED BED OR PROCEEDING WITH WORK.
D. POOL OTTOM ELEVATION (A-B) � ,
a-iN ALL CASES TH POOL CONTRACTOR SHALL TAKE All. PRECAUTIONS
E. UPLIFT (C-D) TO PROTECT EXIST G STRUCTURES FROM FAILURE BY SHORING,
UNDERPINNING ANY OTHER METHOD.IF REQUIRED.TIIE DESIGN
j ENGINEER ACCE TS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. HYDR STATIC VALVE 4 i EXISTING STRUCT RES.
G. BOT OM AND WALL SLABS S-POOL CONTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
AT THE SITE.ELECTRIC SERVICE LiNES SHALL NOT PASS OVER POOL OR
SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
H. TOT L ADJUSTED HEAD (E-F-G) •• � � •
•_ • • - . PoaL DAxn,_�s F{Q[IXPMF�I�LT •
CARTRIDGE , RAPID SAND.OR DIAiiJMACEOU A1�17iwORT1=X�� '" OPTIONAL STONE
EARTII. FILTER COVERS 'STONE
COPING 13rn WATER LE:-VELC LNG SIZE 8. DEPTH
PRESSURF GUAGE
coPllT� CANAC I1[��
GATE VALVES .i T-}16" E3E NCIa
f =) BE:AT _
9
WASTE � '
' 2' SUC7(OTi NYUROS7ATfC
ANTIVORTEX�
SWIMMING POOL
2' Sl1GT(ON RELl�E MAIRDRAIN WALL TXPF OF PAT
SKIMMER VALVE A
6 THICK GUNITE -SPA FLOOR AND
RECIRCULATION PUMP `'` WALLS REINFORCED WITH 3 BARB AT
INLET HAIR . LINT M!`--'t I:I `i DRA I N .,5rz C I ION
12 " CETtTERS.
STRAINER SP,� POOL. SECTION TURNOVER
NO 5GALE
GATE VALVES - ' � { (r'{t'f(]1 A 1�I0 SCALE AJER
FLOW
21100
2"P.V.C.
,�-7 ><.nr n>< x 12420S.t' 356 i7V'ora �,�. •I
Z1I2T!�iL $;���lD S� /�� 13QUTC Tt�, e1=01f Phono:[7051 3M-1244 �• t
ANTI VORTEX MAiN DRAIN T��rrw�, �
• �. /IiJ/ ,� lafll]r= TS7AT11; ga►M
F F��'�1.•A EIPINS @�HF� /d �l3-ov J "o . ......