00-0433-007 zMrri<sae..r..s
POOL PATIO 10 BE 4"THICK MIN.CONC.WITH PANEL
6'x6'- 10X10 WIRE MESH ON COMPACTED GROUND
TO SERVICE T.C.
I ROW Of illE PJB WITH ALL ORGANIC MATERIALS REMOVED
NO
�/� .r
- �--•" •"--'-- B" 8"MONOLITHIC JUNCTION 80x W•P.DISCONNECt
w • SPOT TOGGI E PUMP MOTOR•�
1 1'R l� (ILE + ...,.___.� FO TING WITH 1 r5 LIGHT SWITCH 3�L2 �j�1;
WATER LEVEL 1;7 MAX.SLOPE IN
I�It
3- 00 SHALLOW END S 4.. 4'MIN, O �,_ i 12V TRANS
LIGHT CONE! VARIES I"NON CORROSIVE 1 3 0121 IN 1/2"COND.
2--cm I 93 AT 12"C-C EACt AY 12/3 SJ P.V.C.COND. 3 t14f IN 112"COND.
• d3 DOWELLS ON 12"C-C NOTE:SEE GENERAL NOTE 08
STEELIEX F OR KRAFT BOARD
WHITE MARBLE j NOTE:OPEN POOL t0 BE MIN.10'FROM OVERHEAD POWER LINES,
23 PLASTER FINISH ' COVERED POOL TO BE MIN. 7.6-FROM VERHEAD POWER LINES.
STEP—DEMA I R BARS O 12' C CDD EXTRA 3 SHOWN #fl 10'2D'FROM W.L. (NOT REQUIRED WHEN Exisimr. 10'20"FROM POOL,)
POOL TOP FIN.GRADE..-/ --.�O -_.- a�--w�.-+r- -• rc st '�
FLOOD CR11kRfA_. ��G_D/. 6"MIN."� �r •
ovERFlow r..
3- 14D.- 2-111.V.1 _�1 D It.Q TYPICJ►L 9E(`S�OI+! THRtI-pQQ4 TYPICAL AUTIOI�THR I WALL
• - - t l'g 1 t I
8
USE_,.... .
A.::-6'� 51 AB $,Q 1�TA'I'EA1'ETIT
�� Inspection of the site indicates undisturbed sand tad rock with a bearing value of 2000 psi 9•
Ira ® 1 x i 19"
�" After excavation,a letter will be submitted to Wa building department by the design engineer l ,
" ,nesting that the site has ben observed and conditions are Simi*to those upon which the ''` O/C E/W l
22"
ZnK design was based. S.F.B.C.2403,1.d
6 8 10 12 13 14 16 18 20 22 24 t
POOL 80110M SLAB THICKNLSS (IN,)
MR -IIMPT—CHUT soo7s sr>aCUi,ragvssloivs 8.'�I11[OUT DZTAi1- 1/2"= 1'0"
MR-i].[.O ._B1.1.T-a.KM...SLU r•- . . . .. ... . ... . ]���,
j (a) All swlmmigg pooh.spas and hot tubs areas shall be provided with a a— WE &"'""'�-���
NOTE:REMOVE GRATE AND WF11. POINT PLUG FROM items a tsafetywamlag>11gn1nanidUyVisiblelocationfromthethepoolare s.
MAIN nRAIN.AND ATTACII AUXILIARY PUMP I j ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.680 NEC.
LINE.WHEN E M I'l Y I NC. 1'001. (1)• . Such safety' sign :hail be in conformance with the
tolulnt4T+q ty tad design as set forth In Appendix F of the Standard act forth in 2 All FLOORS AND WAILS OF POOL 10 BE GUNITE APPLIED CONC.
SubucdonS00l WITH A 28 DAY MIN. COMPRESSIVE STRENGTH OF 3000 PSI.
GRATE 117 BE •�)�a•
FASIENF.D WITH
HYDROSTATIC VAI VE SCREWS div1A a) kWh Safety waning sign shall wan against Shallow water a All REINFORCED STEEL TO CONFORM TO A.S.1,M,615 GRADE 60
g' psevmlioa dmwnl4 an0 laclud& the following statement "There Is ao
substitulloa fpr adlllt aspen ku ofd chBdrn.It is strongly recommended that at S- MAIN DRAIN GRATE 10 HAVE A FREE ARf.A OF 6$C2. IN. MINIMUM
lust one &dull rcodestng 411 supervision be trained In utiticial respiration and/or AND SWILL BE SECURED Willi SCREWS.
':; s; e; a t,,'.�� :• •s' cardlopulrnomytwuscivam(CP1;J•. I�12— -.�kr1.3!.lG
S-All POOL PIPING TO BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
--; • , ; r 1 �� ,l l ti' FILTER BACKWASH AND DISPOSAL SHALL COMPLY WITH SECTION 3004 SF8C.
r Z- ALL POOL CONSTRUCtION 314ALL COMPLY Willi C14APTER SO OF THE Sm.
eleq�lal rifer A"4191114 �7
''��; /•t �, D• ALL METALLIC CONOL11T,hIPING SYSIEM,REINFORCING STEEL.LIGIIIING,
circuit break2r panel with disc.
1.. FIXTURES AND FIXTURE HOUSINGS,METAL PARTS OF LADDERS.DIVING BOARDS
mater by F.P.L.Co. 11 AND H _UeP
THEIR T ORtS SHAtt BE Bt7NDkD TOGETHER AND GROUNDED SO A
SfABIHIE 38K WN L POINT 45 11 bE, JGF. L t COMMON GROUND. THE BONDING CONDUCTOR SHALL NOT BE SMALLER
_._-- �- .-41 -. / •. THAN I8 COPPER.
_ TItRE1Qt:Q P.V.C. � 1204230 volt �Iy1�,pGGI•�ill•Ye �Obc�.
r" PIPIL t pbass 40 he.underground ,
eleetyrio sorvieo by F.P.L.Co. 5 t*Tz5kk lati
;- s ,LL�o1xT.D xai>`. s Pool CO LT A1C20R NDT 1%,*
round
r4 Copper to twogsound rod: L-THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
min 5/8 dia:10'iron rods driven CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS
into tba ground 6 feet apart. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
Q LOI AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL
A. WATER LEVEL �U.:.O-___... _ QvercumetProtectton VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
O NECESSARY.
Pool pump r12 20 Amp. 2.4 K.W. '
B. DEPTH OF POOL -S d.
Pool r12 lSAmp. 0.3K,W.
1 2-INSPECTION OF THE SITE INDICATES UNDISTURBED SANO_A RO r,
& .0 ) I LJ WITH A BEARING VALUE OF�_PSF.SHOULD OTHER CONDITIONS
C. FLOOD CRITERIA --- ....... Oki' OR MATERIALS BE ENCOUNTERED.THE ENGINEER\ARCHITECT.SHALL
BE P4011FIED BEFORE PROCEEDING WITH WORK.
,G .D (10) Where a wall of a dwelling serves as part of the barrier, one of the
D. TOOL BOTTOM ELEVATION to-8j - --- - following shall apply: 3- 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.114E DESIGN E. UPLIFT C METHOD doors with access to the pool through that wall shall be
ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
� j (aa) All
....�'Z•d equipped with an alarm,which produces an audible warning when the door or Its screen Is EXISTING STRUCTURES._ ,
F. HYDROSTATIC VALVE being opened.The tL�shall sound continuously for a minimum of 30 seconds after the
�- I-POOL CONTACTOR SHAH ESTABLISH LOCATIONS OF EXISTING UTILITIES
door is opened and be capable of emitting a sound of sufticicnt volume to be heard in the � � / _.._ At THE SITE.ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR
G. BOTTOM AND WALL SLABS -- '�--- dwelling.The alarm shall be equipped with a manual means to temporarily deactivate the C SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10' MINIMUM FROM POOL.
f�p alarm for a single opening. The deactivation switch shall be located at least 54 inches
i
H. TOTAL ADJUSTED HEAD (E-F-G) -"- above the threshold of the door or;
l _ 4 POOL BATA-.dlc_F�QSIIEME11Lx
(bb) All doors Shall be equipped with self-closing and self- �` � '
latching devices.The release mechanism on all such doors shall be located a mlti
t:' lmum of ' 1 s
$4 inches above the floor'or; SIZE 81 DEM 1C;
GARI1DGE. S •
-EARPI. FiLTLR CAN 1U_
(cc) All operable doors shall be provided with an access gate ERWEIF• D
PRESSURE C,UAGE �
�JL
GAIL VALVES
WASTE TILE �,1L
TYPE OF PATIO W, '6
-
SKIMMLR G ,-,•�•
RECIRCULATION PUMP PIP[ G
INLET HAIR , LINT OVER �+
SIRAINLR LGN.
0
GATE VALVES DE E �
4 J • �{`
DzeclUPTION AREA
FLOW _
- l.if. i1W01d P.E#2
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nAME• 11.LL\L� IDT L=1L 5_ E�Y4 12420 M r5m lie; '
2'•P.V.C. � - -
a� PLO ._RF a Pr�o�s:c�a �z�e-1�a4 .
DATE; flY:
u
•� rnnrr t'�rarw'rTa - 1�(
AN11 VORIE% MAIN DRAIN C7D ld�l l0 89 r
esnlar�; °s
PRE89URE MTERPIPINSLMHEM: M