00-0433-005 POOL PATIO TO BE C THICK MIN.CONC.WITH PANEL
6"X6"- 10X10 WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
1 ROW OF TILE 4'4 1B WITH ALL ORGANIC MATERIALS REMOVED
fill I a
1 4 JUNCTION 80X yY.P,DISCONNECT
u B"X8"MONOLITHIC SPOT TOGGLE PUMP MOTOR
`211 a. 0" WATER LEVEL 1'R 1:1 MAX.SLOPE IN Ig TILE FOOTING WITH 1 E5 LIGHT SWITCH
SHALLOW END 4- •
12V TRANS
LIGHT 1"NON CORROSIVE 3 412•S IN 1/2"COND.I
•
COND. VARIES 3 AtS IN 1/2"CONK
7•-6"MIN. jj. , tea AT 12"C-C EACH WAY Z.
jx�a s} P.V,C.COND.
�. 413 DOWELLS ON IT C-C 1 I NOTE:SEE GENERAL NOTE 08 '
STEELIEX FORM OR KRAFT BOARD
WHITE MARBLE r NOTE:OPEN POOL TO BE MINAW FROM OVERHEAD Pad ER LINES.
=rim PLASTER FINISH % FOR DEPTHS OVER W ADD EXTRA 43 COVERED POOL TO BE MIN. r 6'FROM 9YERHE D POWER LINES.
COVE BARS AT IT C-C VERTICAL AS SHOWN #f) TO 20'FROM W.L.•(NOT REQUIRED WHENAP EXI TING TO 2(r FROM POOL.)
POOL TOP FIN.GRADE_.,_._„_ __ _ •�-t X'/ WIRT
FLOOD CRITERIA _ �--
_._IiO. 2'(H.V.) TYPICAL 9, 'STIOII THRU POOL TYPICAL SECTION THRII WALL OVERFLOW -.► �1,L• �,..'
- H.D.
I �s" ► i
A!:C USE SI All
#3 0 12"
2'�
0/c E/w zr
68101213141618202 24
POOL BOTTOM SIAe T CKNESS IIN•} I
HYDRA FT CHART
9PA\BWIM[ t1g T DAILe
MR
IM A
1, -- -- 1irt ,
NOTE: REMOVE GRATE AN WELL POINT PLUG FROM ,
MAIN t)RAIN,AND IAC14 AUXILIARY-PUMP I-ALL ELECTRICAL COMPONENTS SHA CONFORM WITH ART,680 NEC.
LINE WHEN EMPTYI G PO01. .v
i 2-ALL FLOORS AND WAtls OF POOL BE GUNITE APPLIED CONC.
GRATE TO BE
FASTENED WITH WITH A 28 DAY MIN.COMPRESSIVE S ENGTH OF 3000 PSI.
SCREWS l 1
3-A LL REINFORCED STEEL 10 CO NF R M TO ,S, . .
613 GRADE 60 HYDROSTATIC VA(VE
• 3�� °---�ry ' L�' '� '. S- MAIN DRAIN ORATE TO HAVE A REE AREA Or 6 SQ.IN.MINIMUM
AND SHALL BE SECURED WITH SC WS.
J190'b: r`hi•_.►-r""� I r^1: A-All POOL PIPING 10 BE SCHE ULE 40 P.V.C.BEARING NSF.APPROVAL.
': -' ta( • ' : ` I li• FILTER'BACKWASH AND DISP SAL SHALL COMPLY WITH SECTION 5004 SFBC.
Z-ALL POOL CONSTRUCTION ALL COMPLY WITH"QHAPIER 50 OF THE SFBC.
'�: ''•' ',� 3 U1 I 's` ,I Q-*ALL METALLIC CON()UIT,PI ING SYSTEM,REINFORCING STEEL.LIGFTTING.'
3/4"ROCK BED `�•,,,., s ' I FIXTURES AND FIXTURE HOUS GS.METAL PARTS OF LADDERS.DIVING BOARDS
MIN.6 YDS.TO I AND THEIR SUPPORTS$HAL LSE BONDED TOGETHER AND GROUNDED TO A
WELL POINT 2u 2 COMMON GROUND.THE NDING CONDUCTOR SHALL NOT BE SMALLER
STABILIZE SOIL �vlK(
- ---�D_ ` I THAN 48 COPPER.
(IF REQUIRED) THREADED P.V.G. ,
PIPE I •
� ��dG• $mil I-Y.�.tT___:_G_�JG(1_--- i '
------------ .. %THE DESIGN ENGIN R ASSUMES NO RESPONSIBILITY FOR POOL
1 CONSTRUCTION IN f EMENTS OR REQUIRED SETBACK AREAS
PLO] PLANS NOT PRE ARED FROMAEGAL SURVEYS OF THE EXISTING
►, LOT AND REWDENC ARE SO INDICATED.POOL CONTRACTOR SHALL
A. WATER L EL - VERIFY ALL DIMENS NS IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY. ,
B. DEPTH O POOL In
- ' IN TI
I INDICATES W H A BEARING THE UE OF=PSFSHOULD OTHER CONDITTIONS
C. FLOOD RITERIA LS D
ENCOUNTERED.THE ENGINETcR\ARCHITI:CT.SHAH
BE P40FIFIED BE RE PROCEEDING WITH WORK.
D. FOOL OTTOM ELEVATION (A-B� a-IN All CAE THE POOL CONTRACTOR SHALL TAKE ALT.PRECAUTIONS
0 . TO PROTECT ISTIiNG STRUCTURES FROM FAILURE BY SHORING. .I
E. UPLIFT C-D) ,
UNDERPINNI OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
ENGINEER A CEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. HYDR STATIC VALVE
EXISTING ST CTURES.
A-POOL C NTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BOT M AND WALL SLABS + 'At THE SII .ELECTRIC SERVICE LINES SHALL NOT PASS OVER.POOL OR
SCREEN' CLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
H. TOT L ADJUSTED HEAD JE-F-G) ;
DADA,_ I
CARTRIDGE. RAPID SAND,OR DIATOMACE s SIZE A DEPTH
EARTII I.FILTER •
_ .APACITY__
PRESSURE GUAGE PERIMEJER
GATE VALVES
WASTE �,,...._
t
AILING
SKIM ME
Al
RECIRCULATION PUMP
o° 't 1e 164
INLET
HAIR. LINT
TURNMER
• R►
•-
STRAINER
Q. Z
i) + FORT
GATE VALVES SIGNED
ARE
f► ••'4,' ?A 4
FLOW
NAME. S t' l�c.C.>�f l.M.ShNnNelli" . '�
' 7�s 12421&W.I'5th�i�e +••• `+156
r P.V.C. 5 2 S� •57` /�5" 153 3 d Msiten�:i�fl1l 3 -12 4 ..
FOOL 8� PL. ., �1_�,,,�:,�_ r .»o=
ANTI VORTEX MAIN DRAIN _ , wA/ ri� 7 i1LT11RT�2ik sun rL" _ D`� By` Mick,
F,KE @.B�iR�I4TEK�P.��i4..BSiHE�l4s� ,v' «4• � I"c.. �' �'�D?� �c,l� 2' •