00-0911-002 POOL PATIO TO BE 4"THICK MIN. CONIC. WITH PANEL
6'X6"• IOXTO WIRE MESH ON COMPACTED GROUND TO SERVICE T.C.
ROW OF TILE 4'--�] fB WITH All ORGANIC MATERIALS REMOVED
s ITT .
10
JUNCTION BOX e"X8"MONOLITHIC T WATER LEVEL I'R I SPOT TOGGLE BUMP MOTOR.r p' . t:7 MAX.SLOPE IN — TILE --- _ � FOOLING WITH T Rs LICHr SWITCH 3 �2 !� C �SHALLOW END ,rt.- 4"MIN,LIGHT 12V TRANS CUND. VARIES �. 1" NON CORROSIVE i �12'S fN 1/2" COND.
2"-6' MIN. 13 AT 12"C-C EACH WAY 12j3 SJ 3 1 VI S IN 1/2"COND.P.V,C. COND.'T3 DUWEL'.S OF' 12"C-C NOTE;SEE GENERAL NOTE IB
STEELTEX FORM OR KRAFT BOARD
WHITE MARBLE NOTE;OPEN POOL TO DE MIN.10' FROM OVERHEAb POW LINES.
S7EY
lL PLASIER FINISH ��' COVERED POOL TO BE MIN. T FROM VER1iEA POWER LINES.
FOR DEPTHS OVER 6' ADD EXTRA ►3
( 10'20'FROM W.L. (NOT REQUIRED WHEN E7(ISTI G t0'20`FROM P1701.)
POOL TOP FIN. GRADE_ COVE BARS AT 12" C-C VERTICAL AS SHOWN --
FLOOD CRITERIA
6"MIN,
IID.- r{H.V•} TYPI All THRU POOL TYPICA g
OVERFLOW y
USE—
&I AIR
�� ---- H.D. E�T1Q�I.�cRU WALT.
#3 012- � J
191,
22" —
6810 12 13 14 1618 20 22 <
POOL 80110M SLAB THIC NESS {IN.} I f
°
Y •
j
IiYDROQTATIC UPLI MART
Pte.B ?_0_aL BOTTOM. LAR �A►1SWIll�S��I2�TAI4 112"= d" At
NOTE: REMOVE GRATE AND ELL POINT PLUG FROM
MAIN DRAIN.AND ATTA 'H AUXILIARY PUMP G, `''••
LINE. WHEN EMPTYING 001. , 1 All ELECTRICAL COMPONENTS SHAH CO FORM WITH ART. 680 NEC.
W
G ATE TO BE 2- All FLOORS AND WALLS OF POOL TO BE UNITE APPLIED CONC.
FASTENED WITH
WITH A 28 DAY MIN. COMPRESSIVE SIREN H OF 3000 PSI. '
\ �,� •., J,� �
HYDROSTATIC VAI VE SCREWS a- All REINFORCED STEEL TO CONFORM 1 A.S.T.M, 615 GRADE 60
— g- MAIN DRAIN GRATE TO HAVE A FREE EA OF 6 SO. IN. MINIMUM
4 0�, • t' ,'U.
AND SltAll BE SECURED WITH SCREWS.
,'�-, p b` �'�''y. i Ih ( \ I �• ALL POOL PIPING TO BE SCHEDULE 4 P.V.C. BEARING NSF, APPROVAL.
6- FILTER BACKWASII AND DISPOSALS ALL COMPLY WITH SECTION 5D04 SF8C. •` '
� ,' '•. ! � r ':h' - - rem.
• , �� f• _—_._ _ __ d I
Z. ALL POOL CONSIRUCTION SHALL OMPLY WITH CHAPTER 50 OF THE SFBC.
8- ALL METALLIC CONDUIT,PIPING S STEM,REINFORCING S1EELAIGHUNG. i
3/4"ROCK BED `i1 ,*S•, t ' FIXTURES AND FIXTURE HOUSINGS.M TAL PARTS OF LADDERS.DIVING BOARDS
MIN, 6 YDS. TO AND tHEIR SUPPORTS SHALL BE BO DED TOGETHER AND GROUNDED TO A
STABILIZE SOIL WELL POINT COMMON GROUND. THE BONDIN CONDUCTOR SHALL NOT BE SMALLER
If P.V.C. THAN 08 COPPER.
(IF REQUIRED} t
PIPE
SB L L COI YI'ZF� I� —I I , r
—
I. THE DESIGN ENGINEER ASSU ES NO RESPONSIBILITY FOR POOL
r` CONSTRUCTION IN EASEMENT OR REQUIRED SEI8ACK AREAS
PLOT PLANS NOT PREPARED F OM LEGAL SURVEYS OF THE EXISTING
A. WATER LEVEL \ LOI AND RESIDENCE ARE SO NDICATED. POOL CONTRACTOR SHALL ,:4
_ VERIFY All DIMENSIONS IN T E FIELD AND ESTABLISH LOT LINES IF
NECESSARY.
B. DEPTH OF POOL \ 2 INSPECTION'OF 114E SITE NDICATES UNDISTURBED L"DD$Q 4 -�
N WIlli A BEARING VALUE O ZQ_PSF. SHOULD OTHER CONDITIONS a .O
C. FLOOD CRITERI OR MA'ERIALS BE ENCOU TERED, THE ENGINEER\ARCHITECT• SHALL
BE NOTIFIED BEFORE PRO EEDING WITH WORK.
D. POOL BOTTOM ELEVATION (A-B) 1?J _ ---
a- IN ALL CASES THE PO L CONTRACTOR SHALL TAKE ALI. PRECAUTIONS
E. UPLIFT C-L7 TO PROTECT EXISTING ST UCTURES FROM FAILURE BY SHORING,
UNDERPINNING OR AN OTHER METHOD IF REQUIRED. THE DESIC,N
O p ENGINEER ACCEPTS N RESPOWIRIL11Y FOR THE SAFETY OF THE c 1�
F. HYDROSTATIC ALVE EXISTING STRUCTURES. ►
G. BOTTOM AND WA w !-POOL CONTACTO SHALL ESTABLISH LOCATIONS OF EXISTING UTILITIES °� l
LL SLABS AT THE SITE. ELECTRI SERVICE LINES SHALL NOT PASS OVER POOL OR "
p SCREEN ENCLOSURE SEPTIC DRAIN FIELD TO BE 10' MINIMUM FROM POOL,
H. TOTAL ADJUS ED HEAD (E-F•G►
P_Q0"ATA_&_F=I PM MT
CARTRIDGE , RAPID SAND, OK DIAIOMACEOUS —,WE g, D����
EAfiill . FILTER �
PRESSURE GUAGE 4I�IbdFI�R
GATE VALVES ---P UMP- - -
WASTE-r*----- FIIJER
LE _
TYPE_a_EA_UQ
X11-RAILING _
SKIMMCR
RECIRCULATION PUMP
INLET HAIR , LINT
' STRAINER LS.ltUU — ITF
GATE VALVES `
4E�4Ah Um ION � t
FLOW �
2 P.V.C. � /_ DL,�_ � 124 D&W 151h pro? 13�
m
PGOr � TT � A � .� / S. � ja ra � Cam' 3 ra
L PL AL A I R -A$i �!/ l!/ 8 J BOOK PA02 3 lKM0fi _.__ Phow(3051 378.12 r„
�r
�nTUerJG I2�►T.gu',
ANTI VORTEX MAIN DRAIN �A , r / e� c
P.RUSIIRE_FJUTER_PIP.INDJWIIEBUTLC � /7� 8 Do `�� > �`��rIn, r t�`