00-0435-005 if
I ROW OF TILE POOL PATIO TO BE 4"THICK MIN. CONC, WIT" PANEL
4' T•' �'a 6'X6"- IOX10 WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
'o WITH ALL ORGANIC MATERIALS REMOVED
$» " T � JUNCTION BON
I'R Xe MONOII H C PUMP MOIOR
3. O" 1NA1tR LEVEL 1:7 MAX.SLOPE IN �g � FOOTING WITH 1 /S SPOT TOGGLE W•P•DISCONNECf
SHALLOW END I LIGHT SWITCH
LIGHT I2V TRANS
ND. VARIES I"NON CORROSIVE 1 3 I12'S IN 1/2"COND.
2"•6"MIN. E3 Al 12"C-C EACH WAY j21 S� P,V,C.COND, 3 S 14 S IN 1/2-CON
DowEUs ON 12°c-c
NoIE:SEE GENERAL NOtE l9 '
STEELTEX FORM OR KRAFT BOARD
WHITE M�A51ER FINISH �/ NOTE;OPEN POOL TO BE MIN.IW FROM OVERHEAD PO ER LINES,
FOR DEPTHS OVER W ADO EXTRA l3 COVERED POOL TO BE MIN. r 6'FROM YERHE D POWER LINES,
POOL TOP FIN. GRADE______ _ _ "/f'""� COVE BARS Ai 12"C-C VERTICAL AS SHOWN 4MT IQ'20r FROM WA, (NOT REOUIREL)WHEN E)U ING 10'20•FROM POOL,)
.... w.. �. ... r
FLOOD CRITERtA _,.__.._ � ., .
HO.-2'IH.v.1 TYPI L BacTIt�N T:tR 6"MIN.
= H.D. )=fcAkApd''I` ff TjRU WALL OVERFLOW
-,►
USE
M AR
�" WV.
,�u�
#3 a 12 I 19"
r1i .-�L-1-8
6 8 10 12 13 14 16 18.20 22 < (I 22"
POOL B0110M SLAB THI NESS(IN.) { '
t1�YDRUBTATIC UPLI �C�LA•�.T - ,
9_K_PQOL BOTTOM I
NOTE:REMOVE GRATE AND 1 ELL POINT PLUG FROM `
MAIN DRAM,AND AT1 NCH AUXILIARY PUMP CIE
LINE WHEN EMPIYINC� F'o01. 1 ALL ELECTRICAL COMPONENTS SHALL CO FORM WITH ART.680 NEC.
RATE TOTE 2•ALL FLOORS AND WAILS OF POOL 10 BE 'UNITE APPLIED CON C.
FASTENED WIt►i WITH A 28 DAY MIN.COMPRESSIVE SIREN H OF 3000 PSI•
HYDROSTATIC VAI VE SCREWS •
1 ALL REINFORCED STEEL TO CONFORM T A,S,T.M, 615 GRADE 60
t A- MAIN DRAIN GRATE TO HAVE A FREE A F.A Or 6 S0.IN.MINIMUM
Is 16 AND SHALL BE SECURED WITH SCREWS.
-ALL POOL PIPING TO BE SCHEDULE 4 P.V.C. SEARING NSF.APPROVAL.
* • • Q-FILTER BACKWASH AND OISPOSAL SH LL COMPLY WITH SECTION 500/ SFBC.
• ' „ �' . , I• �)�4 x z z-Au roof coN 1
2 I-c►�� S RUCTION SHAH C MPLY WITH CHAPTER 50 OF IHE SFBC.
• �. ..
3/4"RACK BED ' ii• ALL METALLIC CONT)UIT,PIPING SY EM,REINFORCING STEELLIGHIING.
MIN• 6 YDS. 10 / F / r F Y M� f FIXTURES AND FIXTURE HOUSINGS,ME Al PARTS OF LAODER OIV
• � S. LNG BOARDS
(IF RE I[E SOIL IIIRE POINT AND THEIR SUPPORTS SHALL BE BON ED TOGETHER AND GROUNDED TO A
IIF TiEQUIREO) 111READED P.Y.C. COMMON GROUND,THE BONDING ONDUCTOR SHALL NOT BE SMALLER
PIPE
_L
THAN F8 COPPER.
-�
' } j 1-THE DESIGN ENGINEER ASSUM S NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENTS R REQUIRED SETBACK AREAS
PLOT PLANS NOT PREPARED FR LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL
LOT AND RESIDENCE ARE SO IN ICATED.POOL CONTRACTOR SHAH
j
VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
B. DEPTH OF P OL 1 l !I NECESSARY.
a lT {
- Z-INSPECTION Of THE SITE IN ICAIES UNDISTURBED 3�11YQdLg4CK
C. FLOOb CRI ERIA `L . 211 vsrG. - WITH A BEARINtl VALUE OF PSF.SHOULD 0111ER CONDITIONS
Ott MATERIALS BE ENCOUNT ED,111E ENGINEER\ARCHITECT.SHAH
0, PQOc. DOT1 M I:LEVA110N (A-D� BE NOTIFIED BEFORE PROLE DING WITH WORK.
s
S-IN ALL CASES THE POOL ONTRACTOR SHALL TAKE ALL.PRECAUTIONS
E. (IPIIFT (C- ) l� TO PROTECT EXISTING StRU tURES FROM FAILURE BY SHORING.
' UNDERPINNING'OR ANY O HER METHOD IF REQUIRED.THE DESIGN
F. HYDROSTA Its VALVE ENGINEER ACCEPTS NO R SPON;IBILI)Y FOR THE SAFETY OF THE
- _
EXISTING STRUCTURES.
G. BOTTOM ND WALL SLABS � ;
T. I-POOL CONTACT04 SH LL ESTABLISH LOCATIONS OF EXISTING UTILITIES`
AT THE SITE.ELECTRIC SE VICE LINES SHALL NOT PASS OVER POOL OR
H. T�7tAl A JUSTFp HEAD IE-F•C3) SCREEN ENCLOSURE.SE TIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL.
CARTRIDGE . l,'APIl3 SAND,OR pIAIOMAC US '
EARTH . FILTER
}
PRESSURE GUAGE �,AeACJlY
GATE VALVES PE
WASTE +4 F W (v 1
IF 001
S K tM M C R A Li-iu x�•7__�_ <..,;»:�,,�t�l�
RECIRCULATION
PUMP
I
INLET
HAIR, LINT .� �►
��\�� •,�
STRAINER �•, -�+
GALE VALVES 1 • IjT _._ ', �� `
FLOW
P.v.c. � I1�A /�•A'�"S11�� y/L.L�dG� .�1tIPTION
r I1�Et 1
1.11.Shl�ing8td
� ter-l� >lL�x, 11g1Q�W.]�.Ilh
POOL � PLOT PLAN ��8��.� s� s� - �T� Is�x�5�3 Try 30
ANTI VORTEX MAIN DRAIN (TS �— -' •• 0A l_ ''•<v``
tURFt �t�xt� 'IiSIlE1Wl, �` ��-r rL `7�0' I`7tYe►� A
v a y,
I fil I'll 11