00-0437-005 POOL PATIO TO BE 4"THICK MIN.CONC.WITH PANEL
6'X6"- IOX10 WIRE MESH ON COMPACTED GROUND i0 SERVICE T.G.
1 ROW OF TILE �� .JB W1TH ALL ORGANIC MATERIALS REMOVED
.p
JUNCTION BOX
v � 8"X8"MONOLITHIC W.h,DISCONNECT
SPOT TOGGLE LIMP MOTOR
'211 �, O» WATER LEVEL 1'R 1:7 MAX.SLOPE IN ` TILE . '� ('MIN. FOOTING WITH 1 05 LIGHT SWITCH 3� 4. + .� .
SHALLOW END 1 ,~1•
12V TRANS
tIGNT COND. VARIES I"NON CORROSIVE I B 12'S IN 1/2"COND.
2"-6"MIN. . ( 13 AT 12"C-C EACH WAY 1Z1'3 S� P.V.C.COND. 311145 IN I/2"COND.
#3 DOWELLS ON 17 C-C NOTE:SEE GENERAL NOTE /B
WHITE MARBLE STEELTEX FORM OR KRAFT BOARD
j NOTE:OPEN POOL TO BE MIN.10'FROM OVERHEAD POW LINES.
MUM= PLASTER FINISH FOR DEPTHS OVER 6'ADD EXTRA 1�3 COVERED POOL TO BE MIN. T 6'FROM VERHEA POWER LINES.
COVE BARS AT 12"C-C VERTICAL AS SHOWN 4Fr w 20"FROM WA (NOT REQUIRED WHEN 4" EXISTi G TO'20"FROM POOL.1
POOL TOP FIN.GRADE___. __ _ ... .t ,
FLOOD CRITERIA-. _
6"MIN.
_ _._HD:2•IH. .1 TYPICA BA=QN T U POOL TYPICAL BECTIQN THRU WALL OVERFLOW �►
H.D. ` A)x.
�M J/ 1 18" < <g
�:. USE
� ,rw
St AB I J.7
#3 0 12" ( 19"
68 IDT213141618 2224. .
POOL BOTTOM SLA THICKNESS(IN.)
FT CHART !
LAB.
� MAIM)>I[Ot7T DETAIL' 112" low
NOTE: REMOVE GRADE ND WELL POINT PLUG FROM D} """' •
I
MAIN DRAIN.AN ATTACH AUXILIARY PUMP 1 ALL ELECTRICAL COMPONENTS SHALL ONFORM WITH ART.680 NEC.
LINE WHEN EMP ING POOL. ` �
' . 2-ALL FLOORS AND WALLS OF POOL 10 E dUN11E APPLIED CONC.
GRATE TO BE V!
FASTENED WITH
. WITH A 28 DAY MIN.COMPRESSIVE SIR GTH OF 3DDO PSI.
HYDROSTATIC VAI VE
SCREWS 3-ALL REINFORCED STEEL TO CONFO 10 A.S.T.M.615 GRADE 60
1, .4-MAIN DRAIN GRATE TO HAVE A FR E AREA OF 6$0.IN.MINIMUM
AND SMALL BE SECURED WITH SCRE S.
,••� �,'s 'r•,���;•�• ,' 5-ALL POOL (PIPING TO BE SCHED E 40 P.V.C.BEARING NSF.APPROVAL.
�' +
• , . • s 1 �il. r (+ 4-FILTER BACKWASH AND DISPOS L SMALL COMPLY WITH SECTION 5004 SFBC.
2 7
P' ,+ `,�� •�; � �. __ x-ALL POOL CONSTRUCTION SH LL COMPLY WITH CHAPTER 50 OF THE'SFBC.
.• '�'•• ( �� f 0- Att METALLIC CONDUIt.PIPI G SYSTEMAEINFORCTNG STEELAIGHTING.
3/4"ROCK BED !s+,■., + i 1►�nc. _ / _ __ �. _� FIXTURES AND FIXTURE HOUSIN $.METAL PARTS OF LADDERS.DIVING BOARDS
MIN. 6 YDS.10 AND THEIR SUPPORTS SHALL B BONDED TOGETHER AND GROUNDED TO A
STABILIZE SOIL
WELL POINT
4 COMMON GROUND.THE BO DING CONDUCTOR SHALL NOT BE SMALLER
JIF REQUIRED! THREADED P.V.C.
~ THAN to COrPER.
PIPIT
S?f�LL-POI Z�FTAI� ; ,• .\N. .
Fo
1 THE DESIGN ENGINEE ASSUMES NO RESPONSIBILITY FOR POOL
v CONSTRUCTION IN EASE ENTS OR REQUIRED SETBACK AREAS
.. A PLOT PLANS NOT PREP ED FROM LEGAL SURVEYS OF THE EXISTING
LOT AND RESIDENCE A E SO INDICATED. POOL CONTRACTOR SHALL
A. WATER EVEL r, VERIFY ALL DIMENSIO S IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY.
B. DEPTH F POOL
a 2-INSPECTION OF T SITE INDICATES UNDISTURBEDD
v WITH A BEAR V UE OF }_PSF.SHOULD OTHER CONDITIONS
C. FLO CRITERIA - OR MATERIALS BE COUNTERED,THE ENGINEER\ARCHITECT.SHALL ,
BE NOTIFIED BEFO E PROCEEDING WITH WORK.
D. PO BOTTOM ELEVATION (A-B) a-IN ALL CASES E POOL CONTRACTOR SHAH TAKE ALI.PRECAUTIONS
TO PROTECT EXI ING STRUCTURES FROM FAILURE BY SHORING.
E. IJPLI T (C-D) UNDERPINNING R ANY OTHER METHOD IF REQUIRED.THE DESIGN
ENGINEER AC PTS NO RESPONSIBILITY FOR THE SAFETY OF THE
EXISTING STRU TURES.
F. HY ROSTATIC VALVE
k POOL CO ACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
AT THE SITE. ECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR
• G. Ij TTOM AND WALL SLABS SCREEN EN LOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
/.H. T TAL ADJUSTED HEAD (E-F-G)
_ TA..t�FtQ1IYP�IdE1lLT .
CARTRIDGE, t+'APIU SAND.OR ptAi Cl ous Y SIZE & DEPTH
EARTII I.FILTER
�CAeACITY
PRESSURF GUAOE
PUMP
GATT:VALVES
_f ILTER
WASTE
RAILING
.SKIMM
i
RECIRCULATION PUMP
el
INLET HAIR. LiNi j 1111
STRAINER 11,11�, `tJ'
FORS •
GAZE VALVES ••
DF
! s.
FLOW -
�� �i�RkS1a10� 41.t..+7•Cc+l✓. 1.11. �. ,.�' >>
P.V.C. > ' • 12421
2.. +� 11i. � ►: �.
POD PLOT eDOREI B S s ca s h u" BOOK�� rms 9 a .lCTIOT3 Thane:t�� , • �,
ANTI VORTEX MAIN DRAIN l f]A10Ii7Y� �a1'Ti — DI&M /��' •
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