00-0435-007 POOL PATIO iO BE 4"THICK MIN.CONC. Wlill PANEL
I ROW OF FILE 4'„* J13 6'X6'- 10X10 WI F N COMPACTED GROUND t0 SER'/ICE. - 1.C.
f� W11H 'AWC MAT REMOVED
JUNCTION BOX W•P.0ISCONNECI
i'R 3, r J l� .r� 8 01 NG WITIH111 !S
SPOT tOGGI F PUMP MOTOR.y
IZit 3, U» WATER LEVEL 1:1 MAX. SLOPE ltd TILE -�- i LIGHI SWITCH 30t2
SHALLOW ENO
5 r e.. 4-MIN. 12V }BANS /F
tiC3HT 1 V
r COND. VARIES I"NON COIZKOSIVE 3 012-S IN 1/2" COND.
t � 7" 6' IN. 1 93 Al 12"C•C AC11 WAY 123 $j V.V.C. CONO.
3 11'l.s S IN 1/2-COND.
113 DOWELL$ON 12"C-C - "~- »-., NOTE;SEE GENERAL NOTE 18
Si X FORM OR KRAFT BOARD
WHITE MARBLE NOTE:OPEN POOL t0 6E MIN.10' FROM OVERHEAD POWER LiNES.
lxFtP—UTAl� 2� PLASIER FlNiitl COVERED POOL iQ BE MIN. T 6'FROM VERHEAD POWER LINES.
FOR DEPTHS OVER 6'AOU EXTRA f13
COVE 8AR5 AT 12"C C VERTICAL AS SItOWN �) 10'20'f ROM W.L. (NOT REQUIRED WHEN EXIJPNG TO'20'FROM POOL.)
POOL 101' FIN. GRADE• IJ •••__-_ F/ '--'
FLOOD CRITERIA -L- �RLCAL W1R1ff 9
- HD. 2'(I+.v.) :�•a , H.D. � -., MICA OVERFIO a FfQYMIRU—WAU V.
_ ,F/,� t`••`
. r
SI ARF11TEA1ENT )
4 L_1) laspecdoa of the site ladicstts undisturbed sand aad rock with a bearing vacua of 2000 psL •-- . ....... �"�
ARer excavation,a letttr will be submitted to the building department by the design engineer #3 0 124 1 19"
3
attesting that the site his beta observed and coadidons ue simiiiu to those upon which the " lo
01C t:/w I
04. - dcsignwasbascd. S.F.B.C.2443,1.d 22"
6 8 10 12 13 14 16 18 20 22 24
POOL 80110M SLAB 111ICKNESS (iN.)
11/Y�I.?�(t�S/?��/�T/ApT C UWF _C111A.RT soo�.ssp»crurxgvlstoNS t ��tY11 SOU xAI4 112"= 1.Y'
(') Ali s*'a" Ltg pools, s as•004 hot tubs ueas shall be rovlded with a I A
NOTE:�FA 40()RA GRATE
IN,AND Af1ACE1tiLA POINT xluAtir PLUG
uM OM 1pumanentutctywsJalitgFlgA�attidlyVi siblelocationfromthethepooluca (�o .EATER Ab1 11OT��
��� Z- All ELECTRICAL COMPONENTS SHALL CONFORM WITH ART,680 NEC.
LINE.WHEN EMP}YINC►t'001. (1),• Such aafcty• atgn altall be In coaformante with the
tolutedot quaky wd duiQn is set forth in Appendix F of the Slandud set forth In 2• All FLOORS AND WALLS OF POOL TO BE GUNiTE APPLIED CONC,
SubstctIonSO41 Willi A 28 DAY MiN. COMPRESSIVE SIRENG11i OF 3000 PSI.
G R A t t t r)B F .Z(b)herein.• '
FAiiENEb WITH ��•55, 1 .,
14YOROSTAlIC VAI VIE SCREWS • (2) &A'safey wunlog ttSrl shat)warn aQatrtst shallow water — 1 ALL REINFORCED STEEL TO CONFORM TO A,S,T,M, 615 GRADE 60
diving, Ntrvcntloa of drvwml,ag wd laeludo the following stattrn, 'Thera is no t
subsdtutlon fclr adult supervlsloa of small tblldrtn.It is strongly recommeodc0 that at l� y - r d- MAIN DRAIN GRATE 10 IIAVE A FREE AREA Of 6 SO. IN. MINIMUM
?:?..•r • t,, •� Taut oae adult itndutag tLUd aupervGloa be Irdned in utifltitl res kaHon !t •
1
AND SHAH BE SECURED W11H SCREWS
• , .J• •'✓i: ' e' opesryrtattsdtarfoa CP •, p andlor Y _ __ >
•• P b r�.°f.'� ( a PKT JG�. _. . ...— A.ALL POOL PIPING 1O 8E SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL,
'. -• • ' ! Sgt,t% Lf.�t'GU4+li �1) Q•FILTER 8ACKWASII AND DISPOSAL SHALL COMPLY Willi SECTION 5004 SF8C.
�' • . t• stet s.r . rdiap� _ _
I.ALL FOOL CONSTi;UCTION SHALL COMPLY WITH CHAVIER 50 OF THE SFBC.
•�� i 7r1 v tl- All METALLIC CONOU0,PIPiNG SYSTEM.REINFORCING S1EEL,LIGi111NG,
citcuitbaaYEtpaacI with disc. i' FIXTURES AND FIXTURE HOUSINGS,METAL PARIS OF LADDERS•DIVING BOARDS
f4=Rf3�lE Bt t3 1 ��• ;• ti '• ` ,e AND THEIR SUPPORTS SHAH BF 60NDED TOGETHER AND GROUNDED TO A
Y{�S 1#3--- metcrbyP.P,L.Co. 1. COMMON GROUND,SUPPORTS
THE BONDING CONDUCTOR SHALL NOT BE SMALLER
WFtt POINT ,, •• ,
—(+�(riA{f�REi�1--- I1oRtAGEO P.V.C.
120/230 volt Cr THAN 08 COPPER,
PIPL I phase 60 by.undertxouDd {�
electyrta scrvico by P.P.L.Co. ,
lYJuLL-P—Q1I`1T.]12f '�A1LrJQ ►�.i`i�� �`Z'
round ` a
04 Coppola om rods ri rods L-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
a�ta Sin o t x 10'iron rods gait. Q?j. i CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS
into tha ground 6 feet apart. "
171,01 PLANS NOF PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL ------- QVerrtni grotcon 101 AND RESIDENCE ARE SO INDICATED.POOL CONTRACTOR SHALL
yA i :l VERIFY ALL DIMENSIONS IN THE FIELD AND ESIABLISH LOT LINES iF
S.0 � Pool pump 112 20/imp, 2.4 K.W.
f1 NECESSARY.
B. DEPTH OF POOL -----�- � -��- Light 1112 LS Amp. 0.3 K.GV, WG C1 ) 2-INSPECTION Of THE SIZE INDICATES UNDISiURBEO SAID a Rc1CK
I
Willi A BEARING VALUE OF�-PSF. SHOUIO 0111ER CONDITIONS
C. FLOOD CRITERIA -- 6' -�--- OR MMERIALS BE ENCOUNTERED, THE ENGINEER\ARCHITECT• SHAH
( BE NOTIFIED BEFORE PROCEEDING Wiili WORK.
D. !FOOL BOTTOM ELEVATION (A-0)..�.3°.D_�-. -- (10) Where a wall of a dwelling serves as part of the barrier, one of the
following shall apply: 1-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALI. PRECAUTIONS
TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING,
UNDERPINNING OR ANY OTHER METHOD IF REQUIRED, THE DESIGN
C. IIPLIFt (C•D) _.4� 01
(,w All doors with access to the pool through that wall Shall be �>� ENGINEER ACCEPTS NO RESPON,$IBILIIY FOR THE SAFETY OF THE
j
equipped with an alarm,which produces an audible warning When the door of its screen Is —�' f EXISTING STRUCTURES.
F. HYDROSTATIC VALVE - --el� being opened. The aLann shall Sound continuously for a minimum of 30 seconds Tutee the ^
door is opened and be capable of emitting n sound of sufficient volume f 3 is be heard er the 3.-POOL CONTACiOR SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM AND WALL SLABS -- AT THE SITE.ELECTRIC SERVICE LINES SHAil NOT PASS OVER POOL OR
r / dwelling. The alann shall be equipped with a manual means to temporarily deactivate the SCREEN ENCLOSURE.SEPTIC DRAIN FIELD 10 BE 10'MINIMUM FROM POOL.
H, TOTAL ADJUSTED HEAD lE-F•Gj above the t}ue single
old of the doorhoraeactivatIon switch shall be located at least 54 inches
•,(bb) All doors shall be equipped with self closing and Self-
latching devices. The release mechanism on all such doors shall be loeatFd,a minimum of 1'O�L llATA•.-�u1PMENT
CAR1l�1D(iE . RA-4L)4A-v1) F)*I)tATE)MACEO $4 inches above the floor or; �
FILILR
(cc) All operable doors shall be provided with an access ate L
PRtSSukF cUAGE 8
GATE NAIVES �? �j ��•
WASTE r-- ------ -
IYPE OF PATIO Jj,L
SKIMI'ALIZ
RECIRCULATION PUMP
INLET
HAIR, TINT ,��=r�YV
I SiRAINO?
fit GATE VALVES i .JOLM, 1L n ���V���.Y_____� U rF" •r
FLOW
rc�e t��1 r� i t�l. .- M.001
T'
nAm�t r � -3 Y,tYZ' 1
� 2.. .v.C. 2420 S�
'57 � �-- a Phono:to r 7lti,i �Njwl
ANTI VO MAIN N 11� "W I
KIEX M DRAIN �y� gXa '. f'
p 'g IX2T]rffYl/���. '�IAITl4r�! Tt,< i
1?1i.)�f3flSllt4�.1�x�R.P1�'11Yi�C1�1I�t>Ilr'�C.1� •' �,��, ��,,•'•,. ' i