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00-1165-005 ' POOL PAVC TO BE 4`THICK MIN.CONC.WITH PANEL 1 ROW OF TILE 6'X6% 10X10 WIRE MESH ON COMPACTED GROUND TO SERVICE WITH All ORGANIC MATERIALS REMOVED _ w ` 9]q-131"Xil"-M OAOLIIHIC JUNCTION BOX W.P,DISCONNECF r�11 . O» ATER LEVEL I•R 1:7 MAX.SLOPE IN ti� FOOTING WITH 1 /5 SPOT TOGGLE PUMP OTOR { TILE ( LIGHT SWITCH Aq- SHALLOW END • 'r.. 4'MIN, f' LIGHT = „�..� ;,�.. _ ,,.,.., ' 12V TRANS COND. VARIES 1"NON CORROSIVE �` (�IS IN 1!2"COND. 3 12' IN 3/2"COND. . R3 AT 12"C-C EACH WAY ��� 12�� S) P.V.C.CONO. IF3 DOW ELLS ON 12"C-C � ! - V �- �c_ NOTE:SEE GENERAL NOTE /Q ' WHITE MARBLE 1 'b"""l�STEELTEX FORM OR KRAFT BOARD TFrP DE'T'AIL PLASIER FINISH °� NOTE:OPEN POOL TO BE MIN,10' FROM OVERHEAD POWER LI-NE . ,� FOR DEPTHS OVER b'ADD EXTRA #�3 COVERED POOL TO BE MIN, 7.6`FROM VERHEAD POW LINES. POOL TOP FIN.GRADE-___T ---• - F% COVE BARS AT 12"C-C VERTICAL AS SHOWN V+ (0'2D'FROM W.L. (NOT REQUIRED WNENL EXISTING Ta' FROM POOL) FLOOD CRITERIA —,.--.__ WIM11i ma 6"MIN. HD,- -- --._ 2,,'(H.V.) - H.D. TYFICAL FCTI ;RU POQL OVERFLOW ..� h1.L. 9 ,1 1 ^. USE SI AB j » • lica•J1"Q. ( • 1012i3141dT820222 O/C E/W 2" POOL BOTTOM SLAB THIC ESS (IN.) FIYI?R08TATI�UPLI �F�18WI ILT DI!cTdtT� 1!2»^ V 9' NOTE: REMOVE GRATE AND LL POINT PLUG FROM � � • MAIN DRAIN,AND AT1A .11 AUXILIARY PUMP TINE WHEN EMPTYING 001. 1 ALL EtECIRICAI COMPONENTS SHALL CONFO M WITH ART.680 NEC. G 'ATE TO BE 2-ALL FLOORS AND WALLS OF POOL 10 BE OU TE APPLIED CONC. FASTENED WITH WITH A 28 DAY MIN. COMPRESSIVE STRENGTH F 3000.PS1. HYDROSTATIC VAl VE SCREWS I a-ALL REINFORCED STEEL TO CONFORM 10 A T.M. 615 GRADE 60 -- ---- - - -- +MAIN DRAIN GRATE TO 1IAVE A FREE AREA Of 6 SQ.IN.MINIMUM • . �� •.M t��,•u, .����,��•b.. W,1:y°i�•t b, —T AND SHALL BE SECURED WITH SCREWS. too A-ALL POOL PIPING TO BE SCHEDULE 40 P. C.BEARING NSF.APPROVAL. .•' �•FILTER BACKWASH AND DISPOSAL$HAL COMPLY WITH SECTION 5004 SFBC. ' •. �� ' ' +" 1 a 1 Z-ALL POOL CONSTRUCTION SHALL CO PtY WITH CHAPTER 30 OF THE SFBC. 3J4"fiOCK BED �� t - Q. ALL METALLIC CONDUII,PIPIN"SYST REINFORCING S1EEL.tiDHTINC3, FIXTURES AND FIXTURE HOUSINGS ME PARTS OF LADDERS,DIVING BOARDS MIN.h YbS.1d J AND THEIR SUPPORTS SHALL BE BOND ' 10GETHER'ANO GROUNDED TO A STABILIZE SOIL - WIFEADEp P,V,C, 1 1 )1 COMMON GROUND. THE BONDING NDUCTOR SHALL NOT BE SMALLER (IF REQUIRED PIPE THAN #RF!COPPER. l�M I 11 X11 ' jI 11 1 THE DESIGN ENGINEER ASSUM NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS REQUIRED SETBACK AREAS PLOT PLANS NOT PREPARED FR LEGAL SURVEYS OF THE EXISTING r A. WATER LEVEL LOT AND RESIDENCE ARE SO IN 1CATED.POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN TH FIELD AND ESTABLISH LOT LINES IF B. DEPTH OF P OL NECESSARY. 2-INSPECTION OF THE SITE I ICATES UNDISTURBED SALLD b_ ROCK WITH A REARING VALUE OF PSF.SHOULD OTHER CONDITIONS C. FLOOD CRI ERIA OR MATERIALS BE ENCOUNT RED,THE ENGINEER\ARCHITECT.SHALL BE NOTIFIED BEFORE PROC EDING WITH WORK. D. POOL BOTT M ELEVATION (A-B) a-IN ALL CASES THE POO CONTRACTOR SHALL TAKE ALI. PRECAUTIONS E. UPLIFT (C- ) "v, TO PROTECT EXISTING ST CTURES FROM FAILURE BY SHORING, I UNDERPINNING OR ANY THER METHOD IF REQUIRED.THE DESIGN ENGINEER ACCEPTS NO ESPONSIRILI1Y FOR THE SAFETY OF THE F. HYDROST 1C VALVE @ L EXISTING STRUCTURES. A-POOL CONTACTOR HALL ESTABLISH LOCATIONS OF EXISTING UTILITIES G. BOTTOM ND WALL SLABS AT THE SITE.ELECTRIC ERVICE LINES SHALL NOT PASS OVER POOL OR SCREEN ENCLOSURE.SEPTIC DRAIN FIELD TO BE 10'MINIMUM FROM POOL. H. TOTAL A DUSTED HEAD (E-F-G) • ATA..4�S F�l�1.tIPMF�LT CARTRIDGE , kAl'IU SAND,OR pIAIOMAC US SIZE e,� EARTI1,FILTER _- PRESSUar-cuncE CANA RY ` PE [METER GATE VALVES PUMP WASTE TILE SKIMMER RECIRCULATION PUMP INLET HAIR , LINT 21 RING STRAINER GATE VALVES IDI m. Al YVAIER-S ;..•� FLOW 2•'P.V.C. ci �'�2 l /�G-/�v'� - 1.Sh©1ngv1dPk.#7 \ f*C .�•` � - ' ' 12470 s .75111 F :M O'" ""'LAN s 7 P-47 � Boon MOO:[3051 3I0-1W � ANTI VORTEX MAIN DRAIN PI3I3LI; 4TFrI3�'IL'1�HMITISc `,/( 21T