00-0433-008 f
POOL PATIO TO BE 4"THICK MIN.CONC. WITH TO SERVICE PANEL T.C.
I ROW OF TILE ,JB
�, 6"X6"- 10X10 WIRE MESH ON COMPACTED GROUND
WITH All ORGANIC MATERIALS REMOVED
,, a B"XB"MONOLIIHIC JUNCTION 80X W•P•pISCONNECi
'• I'R r 119 FOOTING WITH 1 IS LIGHT SPOT TOGGLE ll<t ),(4 I MP MOTOR
,. WATER LEVEL 1:7 MAX.SLOPE IN TILE SWITCH 3 4. +
2.N a' �
SHALLOW END id*-. CMIN.
LIGHT 12V TRANS
i"NON CORROSIVE �. 1 3 #1124
� IN 1/2"COND.
COND. VARIES 13 AT 12"C-C EACH WAY j3 s� P.V.C.COND, 3 111S IN I/2"COND
7"-6"MIN.
.•
f3 DOWELLS ON 12"C-C '� NOTE:SEE GENERAL NOTE R8 ►
"STEELTEX FORM OR KRAFT BOARD
WHITE MARBLE NOTE:OPEN POOL TO BE MIN.10'FROM OVERHEAD'Pa7 ER LINES,
BTEp DEAL PLASTER FINISH �' COVERED POOL 10 BE MIN. T 6'FROM YERHE D POWER LINES.
FOR DEPTHS OVER 6'ADD EXTRA i3 ,W) 10'2V FROM W.L. (NOT REQUIRED WHEN EX TING T0'20'FROM POOL.)
COVE BARS AT 12" C-C VERTICAL AS SHOWN
POOL TOP FIN.GRADE----_-..-- _-- —_ .� ± i �� WRT
FLOOD CRITERIA _-_-.__._�_ �" 6"MIN. i
D: r(H.V.1 TYPICAL 8WTION THRj�L TYPICAL B=TI01't THRU WALL ovERFlow ..,► �.� �•..
r T
„ USE_-
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�" O/C E/W i 2r
�'681012F31AF618202 24 � � 1 �?s�
POOL BOTTOM SLAB T CKNESS (IN.)
root, `,1 `' +
all
HYDROBTATIC U ET CHART
BpA�,�11�i�UT DET�k' t! »� ].o..
MR ED LM
NOTE: REMOVE GRATE A WELL POINT PLUG FROM
MAIN DRAIN,AND TACH AUXILIARY PUMP 1 ALL ELECTRICAL COMPONENTS SHA CONFORM WITH ART.660 NEC.
LINE WHEN EMPIYI G POOL.
2-ALL FLOORS AND WALLS OF POOL BE GUNITE APPLIED CONC. 'S
GRATE 10 BE WITH A 28 DAY MIN. COMPRESSIVE S RENGTH OF 3000 PSI.
FASTENED WITH
HYDROSFAIIC VAI VE SCREWS �-All REINFORCED STEEL 10 CONE RM TO A.S,T.M. 6}S GRADE 60 >F�
A- MAIN DRAIN GRATE TO TIAVE A FEE AREA or 6 SO. IN. MINIMUM
- _ AND SHALL BE SECURED WITH SCR WS. `
• 4:0
' •• ,!:d r�,,r�'�• I } 5- ALL POOL PIPING TO BE SCHE ULE 40 P.V.C.BEARING NSF. APPROVAL.
10 ip
. • : s ( _ _. — ti- FILTER BACKWASFf AND DISP SAL SHALL COMPLY WITH SECTION 5DD4 SFBC. '7
Z- ALL TOOL CONSTRUCTION ALL COMPLY WITH CHAPTER 30 OF THE SFBC.
•; . ' i U. ALL METALLIC CONDUIT,PI ING SYSTEM.REINFORCING SIEEL,UGHTING,
3/4"ROCK BED ,•h ., + ', FIXTURES AND FIXTURE HOUS GS,METAI PARTS OF IADDERS.DIVING BOARDS
2+� AND THEIR SUPPORTS SHAL BE BONDED TOGETHER AND GROUNDED TO A
MIN. 6 YDS. t0 WF.I_l POINT 2+t COMMON GROUND. THE NDING CONDUCTOR SHALL NOT BE SMALLER
STABILIZE SOLI /1,,�0 ___ I
{IF REQUIRED) I++nEAGED P.V.C. `— --------�- THAN A!3 C 13pf'ER_ �^�►
PIPE I 1 !
SKILL-P-011 IL _� u .
L-THE DESIGN ENGIN R ASSUMES NO RESPONSIBILITY FOR POOL *+o
CONSTRUCTION IN E EMENTS OR REQUIRED SETBACK AREAS
PLOT PLANS NOT PRE APED FROM.LEGAL SURVEYS OF THE EXISTING
- LOT AND RESIDENC ARE SO INDICATED. POOL CONTRACTOR SHALL
A. WATER L EL f VERIFY ALL DIMENS NS IN THE FIELD AND ESTABLISH LOT LINES IF
NECESSARY.
B. DEPTH O POOL
2-INSPECTION O THE SITE INDICATES UNDISTURBED LLD b ROCK
WITH A BEARING ALOE OF�-PSF.SHOULD OTHER CONDITIONS •a
C. FLOOD RITERIA OR MATERIALS B ENCOUNTERED,THE ENGINEER\ARCHITECT.SHALL R
BE NOTIFIED BE RE PROCEEDING WITH WORK. •.
D. POOL OTTOM ELEVATION A-B
I I ` a-IN All CAS THE POOL.CONTRACTOR SHALL TAKE All. PRECAUTIONS
10 PROTECT ISTING STRUCTURES FROM FAILURE BY SHORING.
UNDERPINNI OR ANY OTHER METHOD If REQUIRED.THE DESIGN
E. UPLIFT C-D). _ .
ENGINEER A CEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. HYDR STATIC VALVE ! EXISTING Si CTURES.
4-POOL C NTACTOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BUTT M AND WALL SLABS W AT THE SIT .ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR w
SCREEN CLOSURE.SEPTIC DRAIN FIELD TO BE 10' MINIMUM FROM POOL.
I
H TOT L ADJUSTED HEAD (E-F-G) -
Ti
CARTRIDGE . RAPILI SAND,OR p1AlOMACE 'S
SIZ 8, DEPTH
EARTII.FILTER '
'�•CAk'A -I1Y
PRESSURE GUAGE PERIMEJER
PUMP
GATE VALVES FlUER
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WASTE TILE
EXII RAILING
SKIMMI COPING
RECIRCULATION PUMP PIPING
INLET HAIR, LINT JURNQYER
STRAINER P ...
GAIT:VALVES
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