00-1163-003 "r)01.PATIO TO RE-►°•Ti9tt'K'IUtTA�CCrtdL-•rVfi}F
1 ROW OF 111E •1 10 SERVICE PANEL I.C.
_ o�rr�t G4*0
--r 6'XC"t.iCN uTH(C JUNCTION BOX
�_.---.- •+�I_ W,T'.DiSCONNEGT
Q SPOT TOGGIE
» WATER LEVEL I'R 3 1$ + FOOTIN't3 W TH 1 /3 SWITCH PUMP MOTOR
11 I;7 MAX.SLOPE IN *•�
12 3. 0 TIL � I LIGHT � r
SHALLOW END S •k*- ' •)✓"'Va
i LIGHT 12V TRANS
COND. VARIES /Gti� �'�•�- I"NON CORROSIVE I �3r,12•S IN 1/2"COND.
2"•6-MIN. . ( 43 Al T�"C•C E.1C11 WAY .11 l2S iN 1/2"COND.
i3 DOWELLS ON 12-C-C 1213 S1 P.V.C.COND.
I NOTE:SEE GENERAL NOTE to
WHITE MAR CE SJEELIEX FORM OR KRAFT B RD
24, 3 NOTE:OPEN POOL r0 Of MiN.10' FROM OVERHEAD POWER LINES.
PLAS ER FIN15H COVERED POOL TO BE MIN, T 6-FROM YER LEAD POWER LiNES.
FOR DEPTHS OVER b' D EXTRA /3 , l 1p`7p'FROM W.L. NOi REQUIRED WHEN ` ROM POOI.POOI 101'FIN.GRADE_ Q COVE BARS Ai 1 -C VERTICAL AS SHOWN L- R. )
ML
FLOOD CRITERIA ` 3333 OL
- _ t IID, 2'111.V.) -�(.� T]�P rlhEe:flFCTION MU R" `It W
OVER LOW --,►
9'�b� USE^ --- -- �-- : - .
r n SIAB 1SOILSTA•TF11IT'T`i•t
Inspection of the site Iadlcstes undisturbed sand tad rock with a bearing valua of 2000 p91'
' -----•...__---.------- % -- • --3_�':�. /I•r•:r�. -_.a.-/- �S_•=Lam;----_: -_-.. .�.,. ...-....
-b- ARer excavation,a letter will be submitted to the building department by the design engineer
attesting that the site hss been observed and conditions are ' to thus*upon which the �C!1 t 9"
design was based. S.F.t1,C.2403.1.d
O/C 1
ti a 10 12 13 14 16 113 22"20 z2 24 =---� '��ee,r1�j,�t�c/25�-�r, cx'��,r1l�Y"Y'�z- _ j•------
POOL BOTTOM SLAR 111ICKNLSS (IN.) °' ! -`>�:. --- - r/� '--••0 .
YiYi� tQR�L�TIC�IPJ�I I C�i�A$.T •, ;, copinn
F_QI��Q(?l�t_�S?�"TQIK I�LAI
'"5 001• S SPECIAL PRQ'VISION3 `. 1 WI IY[OUT IMAIIa 1/2"= 1 •
i POOL WALL
(`) Ali s 3 DooiT,spas sad hot tubs tueas shall 6e e• x.s• HANHOLO nLE
NOTE:REMOVE GRANF ANT?WEI L POINT PLUG FROM 1V.M nentofetywtr MMI-4pna�Yvhd hot tubs "s S pProvided'with- ` .' t a
{CERAMIC) EVERY 4 FEET
MAIN pRAIN,ANb AT1ACit AUXIItAI:Y PUMP tl>etha oltTea. - OR EQUAL
TINE WHEN EMI'lY1NC I'OUI. 1 r ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.680 NEC.
tolerant ()• Such safctjr' sign shall be to eoriformanco with the �:'• .
�•4ti' design ss set forth is Appendix F of the Standud set forth in ,r 4._0•AfAX 2-ALL FLOORS AND WALLS OF POOL ip BE GUNITE APPLIED CONC.
GRAIL 10 BE 5ubsecdoAsD01-*)hut1a, � ''',' -
'
FASTENED Willi WiTH A 20 DAY MIN.COMPRESSIVE STRENGTH OF 3DOD PSI.
N �.. •. N
HYDROSTATIC VAI VE SCREWS (1) f?ech safety Wlu bg sign&hall warn s 4mt Shallow • . �•ALL REINFORCED STEEL 10 CONFORM 1U A.S,T.M. 615 GRADE 60
diving, ptevMUOU of dmwttl4 uul I=Iude the following ststernent: '?hero Is no •wATFJi ` wAna Lu+E
stthstiOne L for su visloa ofaanall chlldrea,It is strongly recommended that at. d-MAIN DRAM GRATE TO HAVE A FREE AREA Or b$0. IN.MINIMUM
. o leas! one adult ' ,
:: • .•o, recderini Upertrlsloa ba tr d 1 :• �:.....:..... ::...::..
:.°.:' �.+, •! s ,a�a;�;'a to• cardlcpultup�'jcsuscl child a � nine n ariiGclal resplrallon andlor AND SHALL B1:SECURED WIiH SCREWS.
�. ,p;,b� F, •i,�,L,, _ •t111c1:((��r
A•.AIL POOL PIPING 10 BE SCHEDULE 40 P.V.C.BEARING NSF.APPROVAL.
•#HANDHOLDS DETAIL
a . . •L
•
-FILTER TIACKWAS11 AND DISPOSAL SHALL COMPLY WITH SECTION 500 4 SFOC.19U
. � - �• .�• �t�•�,,,r-c�-�J�w(��.`._ Y �~ z ALL root CONSTRUCTION SHALL ConnrCY wIHI cHArrt:R so of THE sfeC.
' ' 1' eleatriSal rTrer�}inryr„... , t • I004
fi'
f.50 aM so,
f?circuit broakdr panel witb di
so.f9L'k`BCt9— •• '+��,:, t ,' 0.ALL METALLIC CONDUIT,PIPING SYSTEM,REINFORCINCI,SMELAIGIIi1NG.
X & FIXTURES AND FIXTURE HOUSINGS,METAL PARTS OF LADDERS,DIVING 9OAROS
Writ POINT arckrbyp.P.i„Co, I�rp k. AND THEIR SUPPORTS$BALL BE BONDED 1000HER AND GROUNDED TO A
J COMMON GROUND, T11t:BONDING CONDUCTOR SHAIt NOT BE SMALLER
111READEp P.V.C.P.V.C, SIT t 1
T20/z3o volt /.
P111 I r vND JL - ( THAN 00 COPPER.
pbue 60 bz.t:adugrauad ��
el-tyrio scrvico by F.P.L.Co. -
3�'ILL�QIIYT�.I?'tT'11IL
! 04 Copper to two ground rods
min S/8 dis x ]0'area rods driven (o
f I ItG•G. `.fo11 1•THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
--� r : ' . : CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS i
into the pfound 6 fret&put. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL - SrO 1. . .__._ � �"I Vr----°t---S:1 :: • LOT AND RESIDENCE ARE SO INDICATED.POOL CONTRACTOR SHALL
Pool
�y� _ , VERIFY All DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES iF
„�,5� J pump #12 20 Amp, 2.4)LTV.
0. DEPTH OF POOL BoolUahr #12 ISMap NECESSARY.. 0.3K.W. '
C. FLOOD CRITERIA "�`G, ----••- -- 2-INSPECTION OF THE SiTE INDICATES UNDISTURBED M{D a_=y,
-•. .. WITH A HFARTNG VALUE OF 2rMPSF.SHOULD OTHER CONDITIONS
OR MATERIALS BT:ENCOUNTERED. THE ENGiNEER\ARCHITECT.SHALL
�,fl J I (10) Where a wall of s dwollIn � ;•�
l BE NOTIFiED BEFORE PROCEEDIMG WITH WORK.
D. POOL BOTTOM I:IEVAiIQN jA-B) --- - -f-- '. following shall apply: g serves as pelt of the barrier,•one of the ,. •. ;. ••
E. lrPliFT (C-D) . •�._3 '-�. . • • ��I. � '
a-IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALT. PRECAUTIONS
10 PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
(.w All doors with access to the pool through tliat wall shall be M UNDERPINNING OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
• ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
F. HYDROSTATIC VALVE - ''a 1 equipped with an alamT,whlch produces art audible warning when the door or Its screen
- being opened.The QjErn shall sordid co
ntinuotuly for a minimum of 3t?seconds after the EXISTING STRUCTURES.
door is opened and be capable of emitting a sojind of sufficient volume to be hear
G. D0110M AND WALL SLABS - dwelling. din the �L 17 S-POOL CONTACTOR SFIAIt ES1ABlIS11 LOCATIONS OF EXISTING UTILITIES
i , The alarm shall be equipped with a manual mcens to temporarily deactivate the AT THE SITE.ELECTRIC SERVICE LINES SHAII NOT PASS OVER POOL OR
alarm for a single *petting. The deactivation switch shall be located at least 54 inches SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TORE t0'MINIMUM FROM POOL.
• H. TOTAL ADJUSTED HEAD (E-F-G) �'---- abovethtztlll'csholdofthedoorar; •
1 .
1 ••(bb) All doors shall be equipped with self-closing and self-
latching devices.The release mechanists on all such doors shall be loca�d a minlrnum of ��Ie.X?11► A,.�s_F�QIZY�'j1(( lLx
CARTRIDGE. • sat 4t L-HH3r �4 Inches above the floor or;
--EATTfT►-FILTER S175 & 1)EMI x 33•. 31 3I 1J'
P (cc) All operable doors shalt be provided with an access gate ��ACI1Y __ 3
• RESSUkF GUAGE _-UR.I> .E :3
GATE NAIVES _ �jN 5-Z IS, rAT14- 2 0
WASTE ER_ 17 64EV
tl
5P4 99D(44 av
SKIMMLR -RAILING
RECIRCULATION PUMP OPING lG
INLET
HAIR. TINT G
TRAINER Ttj
GATE VALVES ��S� T['�I ll�n�J ��• 0 ° 1�z1 /�✓ 3i Ali S �sr t '�•.,�
FLOW st �au�..QS 11 Lr �'
fs�G (/ 1.t1•Shnfn�pld P.E./It2iJ �; �
a 2 �� Par // nt rx�c 12420 S 1.75111 mro.=t`�1ia f fl �3ia ' 8X13
04'TI BOOK TAnrt tt]�I1R11�� P110t10:130Ul MUM-
ANTI �$'T'
V X MAIN GRAINY �•'W I
47C,r GlTiIPtTY- "A'Tn DA.i,skF Im t•D�
�'a��&4Tl�h'i..F�[t�ER1'.ZI'.I1�f�.�iHEIYL'3►�LCC' .,. � . , �• .a