00-0909-001 MOM .110010 ___
POOL PATIO TO BF d"THICK M10.CONC.WITH PANEL
6'X6 IDXTD WIRE MESH ON`:OMI°ACTED GROUND TO SrvICE T.C.
,. 1 ROW OF TILE "j` .I$ WITH ALL ORGANI 5 REMOVED
s
"—..5, -6"X8'` GNOY IIHIG IUP3CTtQN BfJlt W--.DISCONNECT
{ V - SPC1t 1t0GGl 17- PUMP MOtOR
2 Q, FbC7Tl O VYITH t 1s
, 0" WATER LEVEL !`R 3 1:T MAX.SLOPE IN 4 LE I M, TIGHT SWITCH �5 1a- �jA-
SHALLOW END `ti '� 4 �'
CJ- � �C? 12V TRANS
-..w
LIGHT COND. r RIES b I"NON CORROSIVE T 3 112'S IN T J2"COND.
8 3 1125 in 1f2"COND.
o s� 7-6"MIN. 13 AT t2"G-C ►zAC:rt Y µ 12/3 S 1 P.V.C.COND,
` R3 DOWELLS ON 12"C-c �OR. _ 461 SEE GENERAL NOTE 18 STEELTEX F KRAFT BOARD
171-0 1 t7 WHITE MARBL NOTE#'OPEN POOL tO BE MIN.IW FROM OVERHEAT}POWER LINES,
L ER FINISH COVERED POOL TO BE MtN. r 6°FROM VERHEAD POWER LINES.
3p _._ FOR DEPTHS OVER 6`ADD EXTRA s3 ( 10'20'IF ROM W.L. iNO1 REQUIRED WHEN EXISTING 10'20-FROM POOL.)
j COVE BARS AT 12"C-C VERTICAL AS SHOWN
POOL TOP FIN.GRAQF.__.'� .�p�,.„
FLOOD CRITERIA
ft
OVERF b12" «L °•HD.• 2°TI1.V,! ,�.. T t SI AB ,5017,S ATEI%fFNT Inspection of the site Indicates and owbed sand and rock with a bearing value of 2000 p °" "�After excavation,s letterwill bo submitted to the building department by the design engineer 3 l 4"attesting that the site has been observed and conditions ate drnWar to those upon which the " t3 p { S O/C desip was based. S.F.D.C.2403.11.1 w 2 8 10 12 13 14 16 10 20 22 24 POOL BOTTOM SLAB THICKNESS IIN.I�t �° p* ,. �<.
�* '°+ Q s1iV l� 112"=
SaOr s SPE PIigvzs>aNS
NOTE:REMOVE GRAIF.AND WFIL POINT PLUG FROM eatsslety� . � � "duy hot tubs °ream .tei be provided with°ffi
Marty DRAtN.AND ArtACrt AUXILIARY PUMP yvlslbloiasaUonfromthothapoo lea.
t f�' �-ALL ELECTRICAL COMPONENIS SHALL CONFORM WITH ART.660 NEC,
LINF.WHEN EMI'1YtNG►'OUT. ° (0- Such t *0' sign staff( be In coriformance with the
tatessttcts,gwHty add dulgtt as Let forth is Appendix y of the Standard set forth in a e 2•ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONC.
GRAIE 10 BE
SubsectioaS00t.2{Ta} b WITH A 26 DAY MIN.COMPRESSIVE SIRENGIII OF 3000 PSI.
FASIENED WITH
HYDRtaStatrC VAt VE .CREWS ° (I} scfety wsrrting sign sltal!warts`galttst shallow water 'f° t « ' a ALL REINFORCED STEEL tO CONFORM TO A«S.T.M.615 GRADE 60
ssubst tu for�, �jt�0 �0 following aGttemcnt: 'There la no r� t�,
-MAIN DRAIN GRATE Tt7 HAVE A FREE ARCA Or 6 SCE. 1N.MINIMUM
oar ofamait children.It is rtrongly recommended that at `r AND SHALL BE SECURED WITH SCREWS.
least ano adult child superxlalon be tsstncd in artificial rem Iraklon andlor 1
.,.. •®!;`®".' . ••...��;;. ,r: catdlop tad=(t pR) p
«p•'b* rw,,I a+Y•' d Q r N A-ALL POOL PIPING TO BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
t b A.
/A-V t�.Lot' ti ' d-FILTER BACKWASH AND DISPOSAL SHALL COMPLY WITH SECTION 5004 SF9C3W1
-469^.i �° y Z•ALL POOL CONSTRUCTION SHALL COMPLY WITH C14APIER 50 OF THE SFBC.l�`-
to
°ti bHf7 circuit break?rpancl with disc. � � 1525, � tI• ALL METALLIC CONt�UIt.PIP1NG SYSTt M.Rt INf®RCINC�STEEL,L1GrITING.
(',, (� N `'; FIXTURES AND FIXTURE HOUSINGS.METAL PARTS OF LADDERS.DIVING BOARDS
meter by P.P,f..Co. 3 ( v t "1 y AND THEIR SUPPORTS S11AtL BE BONDED TClGE1HER AND GROUNDED TO A
WNI POINT ( N M T` COMMON GROUND. THE BONDING CONDUCTOR SHALL NOT BE SMALLER
4MP i
THAN 18 COPPER.
• itIRLaDED P.V.C. t2a1230volt �1 �jNA �rL. a, � _
PIPL _ I ghsso lt}h-. uadcrgTound t'" 4 y "
r qq olectyric acrvico by B.P.L.Co,
IlA
round G � • � t?59 � M "'{
" e 04 Copporto two ground rods � b � J ,e79` � � " � t � c) I.THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
t min 518 din z I0"Lran rods driven CONSTRUCTION 1N EASEMENTS OR REQUIRED SETBACK AREAS
f into the ground 6 rest apart. ?�` ` BLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
verec �tfr Prof netnn � LOT AND RESIDENCE ARE SO INDICATE[).POOL CONTRACTOR SHALL
A. WATER LEVEL ` `� - "c """` pit' VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF
-� � Pool Pump 112 20,Amp. 2.4K,W.
NECESSARY.
B. DEPTH OF POOL - roolUyht 012 ISAMP. 0,3 y w. �
_ 2-INSPECTION OF THE SITE INDICATES UNDISTURBED SAID K
C. FLOOD CRITERIA � � ` t � to �� G� ��° WITH A BEARING VALUE OF PSF.SHOULD OTHER CONDITIONS
q OR MA ERIALS Bf ENCOUNTERED,DIE ENO INEER\ARCHITECT,SHALL
CI BE NOTIFIED BEFORE PROCEEDING WITH WORK.
�• � ' (110) Where a wail of a dwelling serves as part of the barrier® one of the
D. f'C�OI BOTTOM ELEVATION (A-B} following shalt apply: ,
a-IN ALL CASES THE POd'l CONTRACTOR SHALE FAKE ALI. PRECAUTIONS
ca TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
E. ltT'LIFt CC-L?l - ($n) All doors with access to the pool through that wall shat b UNDERPINNING OR ANY 0114ER METHOD 1F REQUIRED,THE DESIGN
- fi ENGINEER ACCF°PI'S NO RESPONSIBILITY FOR THE SAFETY OF THE
�- � .c equipped with arm alarm,which produces an audible warning when the door or its Screen Is EXISTING STRUCTURES,
F. HYDROSTATIC VANE - �t� -
bt:itlg opened.The'�-"m shalt sound continuously for a minimum of 30 seconds after the -4-POOL CONTACTOR SHALL ESTABL1STt LOCATIONS OF EXISTING UTILITIES
m door is opened and be capable of emitting a sound of sufficient volume to be heard in the 2-,eA C7 `;d`` c�, AT THE SITE.ELECTRIC SERVICE LINES SHALL NOT PASS OVER POOL OR
G. BOTTOM AN WALL SLABS «� dwelling.The alarms shalt be equipped with a manual means to tem orally deactivate the ? SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO 0E IW MINIMUM FROM POOL.
��
H. TOTAL ADJUSTED HEAL? f E-F-C)`�"�.� JaM the a Sin le opening.Tha oor a deactivation switch shall be located at least 54 inches °or; �991V-47e 804.0 �
r ~
r
.(bb) All doors shall be equipped with self-closing and self-
latching devisees.The release mcchanisrn on all such doors shalt be loeat;d a mitzErn of
CARMIDGE. $4 Inches above the flooi®r;
�` TTVV r "7® �d.L
.FtLTt:R
(cc) All operable doors shall be provided with an access gate t- ja
PRESSURr GUAGE Go
GAIE,VALVES [)-
WASTE /
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sro 2
dJ= t.G .
-RAIUNG 501Mbu-C
SKIMMER �, �•��•
RECIRCULATION
PUMP Nn
t4) tN1EI IIAIR .LINT .,I•�. C]. g
SI RAINLR
WAMUUPPLY
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GATE VALVES Ill
6 � x
FLC1
7
J.H.�Ingold p r / A ate NAMM
2 .V.C. 124 W.
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1h M.Mia R, 156
° �rl fir • R
ANTI vORrt X MAIN DRAIN A'M r a '�w�a l
UMMRELM IPA N WICH Ebb= t 4 f