00-0324-006 POOL PA110 TO BE 4"THICK MIN.CONC.WIT11 TO SERVICE PANEL T.C.
6'X6"- LOX 10 WIRE MESH ON COMPACTED GROUND
1 ROW OF TILE 4' JB W11H ALL ORGANIC MATERIALS REMOVED
'`W
.�...+ "' JUNCTION BOX
" " MONOLITHIC W.P.DtSCONN
SPOT TOGGLE MOTOR
FOOTING Willi 1 05 d
• 2 , 8 .� "" LIL"rHi
" WATER LEVEL 1 R 1;] MAX.SLOPE iN ll�C �� ^"`F" 3VYIICt1 i�i.�1'`
1 11 t? SHALLOW END dy CMIN.
LIGHT o^-'"'"""'� 12V TRANS /ON VARIES 1"NON CORROSIVE . 1 IN 1/2"COND.
2"-6"MIN. . ( 03 AT 12"C-C EACH WAY 12/3 sJ P.V.C.COND. 3 g1q'S iN 112"CO3 DOWELLS ON 12"C C 1 ( NOTE:SEC GENERAL NOTE 00
`0 -"'"'"°'"SIEELTEX FORM OR KRAFT BOARD WHITE MARBLE NOTE:OPEN POOL TO ISE MIN.10' FROM OVERHEAD ER LINES.
PLASTER FINISH COVERED POOL 10 6E MIN, T 6-FROM VER POWER LINES.
FOR DEPTHS OVER b'ADD EXTRA �3 ( 10'20*FROM WA. (NOT REQUIRED WHEN+ EXG 10'2W FROM POOL.)
COVE BARS AT 12"C-C VERTICAL AS SHOWN
POOL TOP FIN.GRADF-__._.— _ _�_.—_. 4,., ,,, ,� . �;
FLOOD CRITERIA 6°MIN.
_HD,- 2'IH.V. �1 ' OVERFLOW
tCDI� 'T'�� Uld � ..
1 f
5._s,
SI AB
03 4 12" 1 19"
Xj_ " O/C E/W 1 22"
6 810 )213 141618 20 224
POOL BOTTOM SLAB 1 11CKNESS iiN.) �(
IYI3R®�T'A
NOTE: REMOVE GRATE A D WELL POiNT PLUG FROM GENE
i
MAiN DRAtN,AND TTACH AUXILIARY PUMP 1-ALL ELCCiRICAI COMPONENTS SHALL CO FORM WITH ART.660 NEC.
LINE WHEN EMPTY NG 11001.
2- ALL FLOORS AND WAILS OF POOL TO BE ,UNITE APPLIED CONC.
GRATE TO BE
WITH A 2t3 DAY MIN. COMPRESSIVE S REN O 31�U0 PSI,
i
T� T G 1 F
FASTENED WIT►i
HYDROSTATIC VAI VE SCREWS a-ALL REINFORCED STEEL 10 CONFORM T A.S.T.M,615 GRADE 60 t
4-MAIN DRAIN GRATE TO TIAVE A FREE AR.A Of 6 SO. IN. MINIMUM
T , AND SHALL BE SECURED WITH SCREWS.
4:9�e. .V !'•r'17, ........,.,.,,,•..«,�.......-......,-,....._..-.,..,.,...._ .. ter-+1_... _ ,,_ ;...y
• ,�:. ;� r>rof 0'° A- ALL POOL PIPING TO BE SCHEDULE 40 V.C. BEARING NSF. APPROVAL.
c 1 i 6- FI11ER BACKWASi1 AND DISPOSAL.SHA L COMPLY WITH SECTION 5004 SFBC.
it•� • ;
• •� •• i T•ALL POOL CONSTRUCTION SHALL CO PLY WITH CHAPTER 50 OF THE SFBC.
'•.1 ' ' ' I (j• ALL METALLIC CONDIIIT,PIPING SYSI.M,REINFORCING STEELAIGtiTING. 4
3/4"ROCK BED � • ! ' � I
1 , __. ......._ .. . AN FIXTURE F10USIN , ET l PAR OF LADDERS,DIVING BOARDS S
....-.__.. AND SUPPORTS SHATL BE BONDil TOGETHER AND GROUNDED TO AMtN. 6 YDS. TO ._......
'
STABiUIE SOIL WF.tL POINT !1 1 i t COMMON GROUND, 111E BONDING ONDUCTOR SHALL NOT BE SMALLER
(IF REQUIRED) 1IiREADED P.V.C,
THAN_IIU COPPER. '
- PIPE
.YIZ.IlatLL-.WIN. AIL I 1 tl f ii .� •�•.. _. t+�.., �d1 ..., '4
.L-THE DESIGN ENGINEER ASSUMES�NO RtSPONSiBILt1Y FOR POOL
i CONSTRUCTION.IN EASEMENTS ORIREQUIRED SETBACK AREAS
i PLOT PLANS NOT PREPARED FR
0 LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE:SO iND1 TED. POOL CONTRACTOR SHALL
A. WATER L EL 1 •'-VERIFY All DIMENSIONS !N THE FI.LD AND ESTABLISH LOT LINES IF
�j
NECESSARY.
B. DEPTH O POOL 2-INSPEC71ON OF THE SITE INDI RTES UNDISTURBED SMQJLLi.=r,
i WITH A BEARING VALUE OF PSF. SHOULD OTHER CONDITIONS
C. FLOOD RITERIA r OR MATERIALS BE ENCOUNTER �,lti- ENGINEER\ARCHITECT.SHALL
I ' BE NOTIFIED BEFORE PROCEED NO WITH WORK, 1
D. POOL OTTOM ELEVATION (A-13) I r a-IN ALL CASES THE POOL C TRACTOR SHALL TAKE Alt, PRECAUTIONS "
TO PROTECT EXISTiNG STRUCt RES FROM FAILURE BY SHORING, a
E. UPLIFT C-D) UNDERPINNING OR ANY 01H R ME1140D IF REQUIRED. THE DESIGN
----• ••• -- --- — ENGINEER ACCEPTS NO RES NSIBILITY FOR THE SAFETY OF THE
---- — ----- — EXISTING STRUCTURES.
F. HYDR STATIC VALVE
A-POOL CONTACiOR SHAL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. 80TT M AND WALL SLABS 'F' AT THE SITE. ELECTRIC SERVI E LINES SHALL NOT PASS OVER POOL OR
SCREEN ENCLOSURE.SEPIH DRAIN FIELD TO BE 10'MINIMUM FROM POOL,
H. TOT L ADJUSTED HEAD (E-F-G) 'Q
CARTRIDGE , RAPID SAND.OR DIAIOMAC LOUS
EARTI I . FILTER
PRESSURr- GUAGE
GATT=VALVES
WASTE
TILE
SKIMMCRZ
RECIfiCULAilON PUMP PIPI
INLET HAIR, LiNT R
STRAINER _
GATE VALVES - - �-
AREA
Flow L_DJAWIRIMM
J.". 1pooldd. h2af �� •:y\Y
�1 , ,�
2'.P.v.C. 1�,e „ ' / � - x, _ - 3 .�- _=_ 12420&W' . 111 t �. 0 '
_ .�7f�1�• r" ,� 7 w. � ».. PeII.Te.6�051 -�2 �i
/twT)i 0 01`
ANTI V0RiEX MAW DRAIN } •/ f on -^- DATE.- M. 1•D �'I't
r_mMA A-