00-0909-003 POOL PATIO TO BE 4 TdICK MhJ. GONG. WI=M PANEL
6'X6"- IOXID WIRE MESH ONZOMPA-gjED GROUND TO FFPVI_'E T.G.
I ROW OF TILE 4' 18 WITH ALL ORGANIC MA t•y ,cIYED
JUNCTION BOX
�,-3"X8"MONOLITHIC S�,P°DISCONNEC:t
2u SPOT TOGGLE , PUMP MOTOR
WATER LEVEL p 'DU�INC WIiH 1 5_ �IC?Ht�. SWITCH 3 2 11z_
1:7 MAX.SLOPE IN ` l:.�ht
SHALLOW END `s-. 4-MIN. 12V,TRANS
` LIGHT
tDNl1° VARIES I-NON CORROSIVE 3 A 12'S IN 117 COND.
2"-6"MIN. w C�� 83 AT I2"C-C EACi.I i4nY 12/3 SJ P.V.C.COND, 3 S i1LS !N 1/2"G®ND
#3 DOWELLS ON 12"C-C 1 1 NOTE:SEE GENERAL NOTE #5 x °>
STEELTEX FORM OR kFrAF-(BOAkU
WHITE MARBLE NOTE:OPEN POOL i0 DE MIN.10'FROM OVERHEAD PO ER LINES.
PLASTER FINISH • COVERED POOL TO DE MIN° T 6`FROM V , POWER LINES.
FOR DEPTHS OVER 6'ADD EXTRA #3 110'20'FROM W,L.(NOT REQUIRED WHEN EXIST NG.TG'2W FROM POOL.(
POOL TOP FIN.GRADE____. COVE BARS AT 12"C-C VERTICAL AS SHOWN
PO .
Flood CRITERIA _ 6-MIN. OVERFLOW
a N.D.
Ig
9.
USE St AB
93012-
( 19"
O/C E/W t 22"
°® f
6H
10 12 13 14 16 18 20 2 24
POOL BOTTOM SLAB T CKNESS (IN.)
GENEf
NOTE: REMOVE GRATE AN WELL POINT PLUG FROM
MAIN DRAIN,AND A ACH AUXILIARY PUMP I_ALL ELECTRICAL COMPONENTS SHALL CONE RM WITH ART.68p- dt
LINE WHEN EMPIYIN g POOL.
2-ALL FLOORS AND WAILS OF POOL TO BE GU ITE APPLIED COWL
WITH A 28 DAY MIN.COMPRESSIVE STRENGTH F 30M PSI.
GRATE TO BE I
FASTENED WITH _... / 1 _." __ �_.:
e 3-ALL REINFORCED STEEL TO CONFORM TO A S.T.M. 615 GRADi°b
HYDROSTATIC VA!VE SCREWS k e
}�
MAIN DRAIN GRATE TO ttAVE A FREE AREA F 6 SQ.IN. MINIMUM_,—, �
AND SHALL BE SECURED WITH SCREWS.
ALL POOL PIPING TO BE SCHEDULE 40 P.V C. BEARING NSF.AP#0 Al.
Al
Q- FILTER BACKWASII AND DISPOSAL SHALL OMPLY WITH SECTION D04 SFBC.
+�, e. a "°, • �-ALL POOL CONSTRUCTION 5HALL COMP Y WIIII CHAPTER 50 01 A SFBC.
e 4
`.°; i s6'• �' Q-ALL METALLIC CONDUIT,PIPING SYSTEM EINFORCING SIEELAIGHjiNGi.
FIXTURES AND FIXTURE HOUSINGS,METAL P RTS OF LADDERS°DIVINBIRDS
314"ROCK BED .>1 a",,. t AND THEIR SUPPORIS SHALL BE BONDED T GETHER AND GROUNDED TO A
MIN.6 YDS. TO C) T COMMON GROUND,IHE BONDING CO UCTOR SHALL NOT BE SMALLTR.�:
STABILIZE SOIL WELL POINI 1 THAN NEI COPPER.
(IF REQUIRED) THREADED P.V.C.
PIPE
-- '°}
LIB -77
11
I.-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
e 6 CONSTRUCTION IN EASEMENTS OR RE UIRED SETBACK AREAS
PLOT PLANS NOT PREPARED FROM LE AL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SCI INDICAT D. POOL CONTRACTOR SHAD
A. WATER LEVE t = VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINE F
f w NECESSARY.
B. DEPTH OF P OL � , � 1l oz 11 2-INSPECTION Of THE SITE INDICAT S UNDISTURBED SAL`LD b ROCK
WITH A BEARING VALUE OF PS °SHOULD OTHER CONDITIONS
C. FLOOD CRI ERIA OR MATERIALS BE ENCOUNTERED,T TE ENGINEER`ARCHITECT.SHIIIII p
BE NOTIFIED BEFORE PROCEEDING WITH WORK.
D. POOL BOT OM ELEVATION (A-B) a-IN ALL CASES THE POOL CONTR CTOR SHALL TAKE All, PRECAUTt 4
TO PROTECT EXISTING STRUCTURE FROM FAILURE BY SHORING,
UNDERPINNING OR ANY OTHER k TROD IF REQUIRED.THE DESIGN -.,.
E. UPLIFT (C- } ENGINEER ACCEPTS NO RESPON BILITY FOR THE SAFETY OF THE
EXISTING STRUCTURES. .
F. HYDROST TIC VALVE I
3-POOL CONTACTOR SHALL EST BLISH LOCATIONS OF EXISTING LIT ILITIL9
AT THE SITE.ELECTRIC SERVICE NES SHALL NOT PASS OVER POOL OR
G. BOTTOM ND WALL SLABS I SCREEN ENCLOSURE.SEPTIC D AIN FIELD TO BE 10'MINIMUM FROII,.
H. TOTAL A ,LUSTED I-LEA® 1E-F-G)
r
POOL DATA,. 1
CARTRIDGE , RAPID SAND,OR DIAIOMACEOUS SIZE & DEPTH
EARTII• FILTER AP CITY _
_2 RIMETER
PRESSURE GUAGE
GATE VALVES —
let WASTE I TILE
EXIT RA ING
COPING
y
SKIMMER
"� . RECIRCULATION PUMP
INLET HAIR . LINT
STRAINER : "
SmILY
m f
GATE VALVES
ARE
°P
FLOW I.N. Inuold P.E 42il
12420 W 751h I mi R B ; .
Phona.-MD5137842 q4 "
MIT
ANTI VORTEX MAIN DRAIN � • p, �° � �.��, �� ?� , �e,a