00-0435-004 POOL PATIO TO BE 4'1141CK MIN.CONC.WITH i0 SER`/ICE PANEL T.C.
ROW OF TILE 6'X6'- 10X10 Wr N COMPACTED GROUND
WITH 'ANIC MAIERI REMOVED
-0
rrELLn JUNCTION 80X
e" e"MONOItiHtC W.P-DISCONNECT
t'R 3 1� r of WIT 1 /S SPOT Toc131E PUMP MOTOR
II WATER LEVEL 1:l MAX.SLOPE IN TILE -'� e 1 IIGtII �` iz. r
a'.0 � „Q SWITCH sS 2 � , /'r
SttAiIOW END 5 �
i v 12V TRANS
�._.: LIGHT � f�
CONU. VARIES 1"NON CORROSIVE; �� t 3 012-S IN 1/2"COND.
2"•6' IN. . 1 03 AT 12"C•C CH WAY t2/3 SJ P.V.C.COND, 3 slot IN 1/2'COND.
#31)OWEll1 ON 12"C C NOTE:SEE GENERAL NOTE #0 '
J Sl X FORM OR KRAFT BOARD
WHITE MARBLE ! NOTE;OPEN POOL TO BE MIN,IW FROM OVERHEAD POWER LINES.
FiiA�E`tA1Lt 22J PLASIER FINISH COVERED POOL TO Be MIN. r 6-FROM VERHEAD POWER LINES.
r FOR DEPTHS OVER 6'ADD EXTRA /3
t► Off 1 10'20'FROM INA. (NOT REWRED WHEN EXISTING 10'20`FROM POO(.)
POOL 101' FIN.GRADF,��U•__.�- � F,�,4--�•""�' COVE BARS AT !2"C-C VERTICAL AS SHOWN --•
FLOOD CRITERIA y ,
ovERFto '
_3 HD. 2-(H.V,) '�`UIVAL a 11U�k `'►
: ,,s II.L>. �Yp>ICAL gETIS2itRU. L �.� r•
SI AB SOIL STATEME
4LW' lospecdon of the site indlcates undisturbed sand and rock with a be"s value of 2000 p+
X--!S" ASer excavation,a letter wig to.submitted to the building department by the design engineer 030 12"
ate;' 'nesting that the site has been oserved and conditions no dmi w to those upoa which the " O/C E�W
design was based. S.F.B.C.2403.1A 1 `)4Q• 22"
66101213141618202224 1,
POOL BOTTOM SLAB 1HtCKNLSS TIN.)
�IYI�!FtS?.�TATi.1�IIP.i�1P�C1iAt�x saorssr • . ..• , ..
FS2R_P. 41._ Q1`T.Q �LAf3 lrcu»r tav1 1ONs 112
� (s) A11 sWtmciiD • ��r� II� � �/�
Yr 3 Pools, spas tuad hot tubs ettas shall be provided with a \ (J14:t��i:t�lL�111,1�
NOTE; REMOVE GRAI F.AND W FI L POINT PLUG FROM pu�ntat ukty waraip�>}tga la;tt�jjy y able lotttiop ftotri the the pool tree, /�o
MAIN DRAIN,AND ATTACII AUXILIARY PUMP -y--��( -•(
LINE WHEN EMPTYING 4'00(, r'. �' j;ALL ELECTRICAL COMPONENTS SHALL CONFORM WITH ART.680 NEC.such toluatteea,gtuNty W deal;'U set ortth In Appendix F of the Standard set fo the
GRAt( t4 BF Subsecdoas4A1.2(b)llerein• ' 2•All FLOORS AND WALLS OF POOL TO tit:UNITE APPLIED CONC.
FASIENED WITH
WITH A 28 DAY MIN.COMPRESSIVE StRENGTII OF 3000 PIT.
WITH
HYDROStA11C VAI VIE SCREWS p) Path islety warning slin shall wim against shallow water Y 3•ALL REINFORCED STEEL TO CONFORM 10 A.S.T.M, 615 GRADE 60
bYiag, Preveatioa of drowairl� end include the following statement: "7Ture is ao
substitutloa for dull a'y y
�tYialoa of anal)eblldrea.It Is strongly recommended that at• 1 xR A- MAIN DRAIN GRATE TO IIAVE A FREE ARr:A or 6 SO.IN, MINIMUM
4.a least 0" 'dull teadetia child av u AND SFIAII BE SECURED WITH SCREWS.
v t'• •u eardlo tT yervbtoa be trained In utiticisl tesp anon and)or ll
•• ,�••�•, ,����i� �'�' 9�moauyh ulWIo4(Cpp)• fK 1' _ d-All POOL PIPING t0 BE SCHEDULE 40'P.V•C.BEARING NSF.APPROVAL.
'. -' ., •, • : � T �aPr�uwt: Iz•� _.. .,1_. . 1 1 it 9 9�
Q• FILTER BACKWASH AND DISPOSAL SHALL COMPLY Willi SECTION 5004 SFSC
�' • : s• clsctdralrisets dip Pzan, I. ALL POOL CONSTRUCTION SHAH COMPLY WITH C14APIER 50 OF THE sr8C.l??4
ctr£wtbrt4sYirpaoclwitbdiso. 5 Q. ALL METALLIC CONhUIt,PIPING SYSIEM.REINFORCING STEELAIGHTING,
�RfMIN. e, YDS.F3 �'••,,'' ` FIXTURES AND FIXIURE HOUSINGS.METAL PARTS OF IADDERS.OIVING BOARDS
mctctbyF.P.f.Co. '� AND THEIR SUPPORTS SHALL BE SONDCO TOGETHER AND GROUNDED TO A
ft3 1118 i POINT �!1 COMMON GROUND, `Ile BONDING,CONDUCTOR SHALL NOT BE SMALLER
-3t,48TE 1� -SE3f�---
..__._ {�4R{.Q�." T11READ£D P.V.C. l20/230volt �j- - "� THAN sa COPPER.
PIPE 1 phase 60 hr!,underground 1`
eIcctyrfo service by P.P.L.Co. '
S�LL...�Ql�'CR ET1111G
C. t
round
5/ Copper ' two ground rods ;4 T_•THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
tntn S/8 o Ibo 10 iron rods driven .�.�. CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS
into Ibo ground 6 feet apart. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING
vtrcurrent Prot �tton 4 LOT AND RESIDENCE ARE SO INDICATED.POOL CONTRACTOR SHALL
' A. WATER LEVEL - �'� I � •--ss-- , . ,
VERIFY ALL DIMENSIONS IN THE FIELD AND ESIABLISH LOT LINES IF
r Pool pump s12 20 Am 2.4 K.W. i NECESSARY.
B. DEPTH OF POOL - ��'� PoolUgbt 112 ISAmp 0.3y-W. % L Cl
2-INSPECTION OF THE SITE INDICATES UNDISTUR8E0 SAl aA]l t2CK
C. FLOOD CRITERIA - -'��!`�'? WITH A BEARING VALUE OF 2[k&PSF. SHOULD OTHER CONDITIONS
OR MA1ERtALS BE ENCOUNTERED,TILE ENGINEER\ARCHITECT. SHALL
(10) Wheie a wall of a dwelling serves as put of the barrier, one of the 1 ; BE NOTIFIED BEFORE PROCEEDING WITH WORK.
D. POOL BOTTOM ELEVATION (A-B� `following shall apply: ;f
/ ; s 1 IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALT.PRECAUTIONS
- + TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING.
E. UPLIFT I�•Ul __ �. UNDERPINNING OR ANY OTHER METHOD IF REQUIRED.THE DESIGN
(9 a) All doors with access to the pool through that wall shall be �� ENGINt ER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF THE
t equipped with aA alarm,which produces an audible warning when the door or its screen is EXISTING STRUCTURES.
F.
HYDROSTATIC VALVE — ------2 �— ---- being opened. The ajatra shall sound continuously for a minirrturn the
30 seconds crer the r
door is opened and be capable of emitting a sound of sufficient volume to be heard in the I-POOL CONTACTOR SHALL ESTABUSH LOCATIONS OF EXISTING UTILITIES
G. BOTTOM AND WALL SLABS -- dwelling.The slann shall be equipped with a manual means to temporarily deactivac At THE SITE,ELECTRIC SERVICE LINES SHALt NOT PASS OVER POOL OR
alarm for a single opening. The deactivation switch shall be located at least 54 inches SCREEN ENCLOSURE.SEPTIC DRAIN FIELD t0 BE 10'MINIMUM FROM POOL.
H. TOTAL ADJUSTEp HEAD jE-F-G) above the threshold of the door or;
. t
(bb) All doors shall be equipped with self-closing and self" P x A.,Ai F{Qltl 'U1t1Fi1[x
latching devices.The release mechanism on all such doors shall be loeatpd a mlAimum of
CARtR4DGE . R-NP4S�AIHMA 4 inches above the floor or ._. / �� f
- r4fi4-1-f•. FILTER ��•++1,Z��u�g DE � r� �. �.
PREssukr GUAGE (rc) A!i operable doors shall be pcovid2d with an access gate JAIE VALYLS
WASTE +�
�J�iER _moo _
s
SKiMMLR
t ,SLt111111 t,t T
RECIRC.UlAt10N PUMP I tv 1 \�� .•��. ��
INLET t HAIR, LINT
ZD2�J,o� _;
STRAINLR
GALE VALVES ,�l'1�1�im + � I
FLOW
AREA
NAMEL �Q ►✓ t( �� 2 3 1.N. t 'sol>> t r ,,� ;=,� `
12420�. .n�� "T�-� •��`��~��� '�
�kne:i y
ANTI YO>\IEX MAIN DRAIN Can" ✓3•t�� _�A,Ez�
DAM, i1�Gt •*� ' , D A�B�
0 '.s( 1�4 F- L
t " e t
��G._Ei4xER1'.�P,tKi��llE11��TI� L•� ,�,19•p „� 1'. 1".''' t
fffii .ana„na�r
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