01-0307-003 POOL PATIO TO BE 4"THICK MIN.CONC.WITH PANEL
6"X6"- 10X10 WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
1 ROW OF TILE 4'--��] JB WITH ALL ORGANIC MATERIALS REMOVED
'0'■
TIFF.�� 8"XB" HIC JUNCTION BOX W,P.DISCONNECT
LIGHT SPOT TOGGLE Cy 3 2 LIMP MOTOR.y
ID's LEVEL T'R 1$ OOTIN0 WITH 1 MS Rt 1�`c: �(
X211 3' 0 1:7 MAX.SLOPE IN TILE
i SHALLOW END �•' MIN.LIGHT 12V TRANS
COND. VARIES' 1"NON CORROSIVE 3 125 IN 1/2"COND.
2"-6"MIN. ( #3 AT 12"C-C EACH WAY 3 ITi4.S IN 1/2"COND.
12/3 SJ P.V.C.COND.
#3 DOWELLS ON 12"C-C ! NOTE:SEE GENERAL NOTE /B '
'W�""'"'SIEELTEX FORM OR KRAFT BOARD
WHITE MARBLE / NOTE:OPEN POOL 10 BE MIN,10' FROM OVERHEAb'POWER iNfS.
MP 1 WAI_lf� PLASTER FINISH ��' COVERED POOL TO Be MIN. T 6-FROM VERHEAD P WER LINES.
FOR DEPTHS OVER 6'ADD EXTRA A ,f) itt'xr FROM W.L.(NOT REQUIRED WHEN EXISTING 10'20`FROM POOL.)
POOL TOP FIN.GRADE__` �•''�'""„�. COVE BARS AT 1 Z"C-C VERTICAL AS SHOWN
..� r
FLOOD CRITERIA
"'—'- 6"MIN, f
OVERFLOW -4
-.-HD.- 2'(H.V.) - H.D. TYPICAL SECTION THRU POOL TYPICAL�ECT ON THRU WALL �j G �"•
USE I 4 S
SI AB
OP5101�1AL STON1r �
'� 3S" Lo•Jt�
; . 6RICK OR� 13'' 0.v; C PING ,,:.. !PC X WALL
.�.�.. .
O +
.. f WATER- EVEL. {--
_ :5T01lE \ 6' HANHOLD Y1LE; 1
(CERAMIC) EVERY 4 FEET a�3 Q 12" ( I 19"
.. `�� 16°r.6!~1�ICE1 � . i OR EQUAL O/C E/W 22
&810121314161820222
"
4'-V MAX.
POOL BOTTOM SLAB THiC NESS (iN.)
HYDRUSTATIC UPL_t 7 ' ` SWiI">t"�IPlCa'1'OOL
;4hLT1YORTI X' WALL':
LAS SWIBdOUT D At
1-tA1I�IDR IN &'�_-_It 112"= 1' 0'
'V' TWICK CIMITE SPA-FLC OR'% j WATER ;••: WATER LINE
NE
NOTE:REMOVE GRATE AND Ell POINT PLUG FROM WA1.L.8'"REINFORCED WfT1�`'3
MAIN DRAiN,AND Ali H AUXILIARY PUMP w } — ;. r, r r •
12 CEIITERS i `+-s "zis:: :'s1slTlis J.ALL ELECTRICAL COMPONENTS SHALL CONFO WITH ART.680 NEC.
LINE WHEN EMPTYING 'OOI. , i "i ;, „
�?OrO�: EG 't'oNI = .111
•�. ; 2-ALL FLOORS AND waus OF POOL TO BE GUNI E APPLIED CONC.
ATE TO BE a HANDROLDS DETAIL
FASTENED WITH WITH A 28 DAY MIN.COMPRESSIVE STRENGiH O 3000 PSI.
SCREWS ! a-ALL REINFORCED STEEL TO CONFORM 10 A.S T.M.615 GRADE 60
HYDROSTATIC VAI VE tI
-4-MAiN DRAIN GRATE TO IiAVE A FREE AREA F 6 50. IN. MINIMUM
Q9� '•��ti:'1,p:.0�,;_ roll: t�:'�• � • �
�• AND SHALL BE SECURED WITH SCREWS.
5-ALL POOL PIPING 10 BE SCHEDULE 40 P.V. . BEARING NSF.APPROVAL.
' ` t 6.-FILTER BACKWASII AND DISPOSAL SHALL MPLY WITH SECTION 5004 SF8C.
P• ; �•�; •►•• Z Alt POOL CONSTRUCTION SHALL COMPL WITH CHAPTER 50 OF THE SFBC.
$- ALL METALLIC CONDUii,PiPING SYSTEM. EINFORCING S1EELAIGH1ING.
3/4"ROCK BED "T �y t '� FIXTURES AND FIXTURE HOUSINGS,METAL P RIS OF LADDERS.DIVING BOARDS
MiN.6 YDS.TO �� I AND THEIR SUPPORTS SHALL BE BONDED T GETHER AND GROUNDED TO A
STABILIZE SOIL WEtt POINT COMMON GROUND.THE BONDING:,CON UCtOR SHALL NOT BE SMALLER
(IF REQUIRED) THREADED P.V.C.
PIPE THAN 08 COPPER,
3LL�QI�iT Ai.k -
- !.(Z � THE DESIGN ENGINEERS ASSUMES NO RESPONSIBILITY FOR POOL
1
-,CONSTRUCTION IN EASEMENTS OR RE UIRED SETBACK AREAS
_ PLOT PUNS NOT PREPARED FROM LE AL SURVEYS OF THE EXISTING
LOT AND RESIDENCE ARE SO INDiCAT D. POOL CONTRACTOR SHAH
A. WATER LEVE VERIFY ALL DIMENSIONS IN THE F1EL AND ESTABLISH LOT LINES IF
B. DEPTH F P OL M
NECESSARY.
1 2-INSPECTION OF THE SITE INDICAT S UNDISTURBED L�Rn R ROCK
C. FLOOD CRi ERIA _N WITH A BEARING VALUE OF 2[A&PS .SHOULD OTHER.CONDIT IONS
�\ OTT ARCHiTEC . HALL
Ms1TT RIALS BE ENCOUNTERED. HE ENGINEER\ T S
BE NOTIFIED BEFORE PROCEEDIN WiTH WORK.
D. POOL BOT OM ELEVATION (A-B)
3-IN ALL CASES THE POOL CONT ACTOR-SHALL TAKE ALI. PRECAUTIONS
TO PROTECT EXISTING SiRUCTUR FROM FAILURE BY SHORING.
E. UPLIFT (C- } UNDERPINNING OR ANY OTHER 4ETHOD IF REQUIRED.THE DESIGN
, " ENGINEER ACCEPTS NO RESPO 5IBiLITY FOR THE SAFETY OF THE
l `� EXISTING STRUCTURES.
F. HYDR05T TIC VALVE f , �. -
"' 4.-POOL CONTACTOR SHALL E ABLISH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM AND WALL SLABS It At THE SITE.ELECTRIC SERViC LINES SHALL NOT PASS OVER POOL OR
SCREEN ENCLOSURE.SEPTIC RAIN FIELD TO BE 10'MINIMUM FROM POOL.
H. TOTAL A JUSTED HEAD (E-F-G)
xA-&&=PMEXT
CA RIDGE.RAPlU SaNt�.OR DIA1t7MACE0 S V, . SIZE 8. DE
PTH
EA TIi.FILTER CAPACITY
PRESSURF GUAGE
PERIMETER—
GATE VALVES
WASTE FILTER Z
I
SKIMMER
RECIRCULATION PUMP
INLET
HAIR, LINT - ,,+• ,
+'
STRAINER
GATE VALVES , • � ',, , ; L ; , , � VATER SUPPLY
FLOW LWAIrIn$cR�'��L I�o}i j
l.ii.Shein td P .
Z.P.V.C.
+ F @'I' T:1�TdKil; r 12420 M 151h F : N
RRte�,, rr^'��' j Pillane:ir���l X78=>24?P�, O R
� h, �r\� yr
POOL .3�f���LO�.i..�'��'�� AI�F..�iB: � �� � 8�3' t.►h:� 3t> ' ��a�; ' , ',.;f '•' +"�¢ir
A T1 VORTEX MAIN DRAIN �si_ , .✓�, / 'f ,�,ts�! l ''I,,,,",,''
m ,
PR�I#3IRE Flk'�ER_P1PI�HE�d�• /•� � ,