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00-0435-009 - POOL PATIO TO BE C THICK MIN,CONC.WITH PANEL - - TO SERVICE Y.C. 6'X6"- IOXIO WIRE MESH ON COMPACTED GROUND I ROW OF TILE � ^ 1� WIiH ALL ORGANIC MATERIALS REMOVED 8"X8"MONOL11HIC JUNCTION BOX • SPOT TOGGLE W•P•DISCUNNECi PUMP MOTOR I'R 1g : ; FOOTING wlH1 1 Tls ITCH► sw11CH 3012 '1z(4vu 1211 3. 0» WATER LEVEL 1:7 MAX.SLOPE IN — _ •/ SHALLOW END • 's-• 4'MIN. �VtJ"" .... �,_,,, 12V TRANS LIGHT ND. VARIES i"NON CORROSIVE �. 1 fN 9123 IN 1/2"COND. > - 3R(1SIN112"C i�-•....� 2" b" MIN. R �f3 AT 12"C•C EACH WAY T2�3 S� P.V.C.CONO. #3 DOWELLS ON 12"C•C 1 } NOTE:SEE GENERAL NOTE f16 ' STEELiEX FORM OR KRAFT BOARD NOTE:OPEN POOL TO BE MIN.10'FROM OVERHEAD PINES. WHITE MARBLE�, � PLASTER fINiSH ' COVERED POOL t0 8E MIN. T 6'FROM VERHWER LINES. I FOR DEPTHS OVER 6'ADD EXTRA 13 4W1 (0'20'FROM W.L. (Not REQUIRED WHEN+ EX0'20`FROM POOL,) COVE BARS AT 12"C-C VERTICAL AS SHOWN POOL TOP FIN.GRADE---.—_-- -•-_ �-• -+� „� FLOOD CRITERIA ___ --- 6"MIN. OVERFLOW --• �.L �-• - f HD.- 2'11i•V•) TYPI�R AF�C�ll�l� POOL TYPI 1 'T11QN_ JUW W= — --- _ H.D. i 1 � g SL 6L, 1 e~ ► 5!&, II. USE--I .�..,...» ......�J St A(3 r �!Z r PIES a 124 i ! 19» O/C E/W { » 2_•�2_ 22 681012131416182022 4 ' POOL 80110M SLAB THIC NESS TIN.) 11yDi >� Inc-ueLt tee �iP�ewi»cou�r � 'rAl�e 112~= 1' o" o PSZQL Q.ax�_ Ln» NOTE:REMOVE GRATE AND ELL POINT PLUG FROM MAIN DRAIN.AND All CH AUXILIARY PUMP tl 1 All ELECiRiCAI COMPONENTS SNAIL CO FORM WIiH ART.680 NEC. - LINE WHEN EMPTYING POOL. �dol. r—sralq )(2,) (11'X 2-All FLOORS AND WALLS OF POOL TO BE 'UNITE APPLIED CONC. Willi A 28 DAY MiN.COMPRESSIVE SiRENC H OF 3000 PSI, RATE 10 BE FASTENED WITH SCREWS - --� -- - 3-ALL REINFORCED STEEL TO CONFORM T A,S,i.M, 615 GRADE 60 HYDROSTATIC VAT VE { A- MAIN DRAIN GRATE TO HAVE A FREE A EA or 6 SQ.IN.MINIMUM AND SHALL BE SECURED Willi SCREWS. 4'+►'•r ti;�,o, , �!�!+�i,'�+b i' �' 3-ALL POOL PIPING TO BE SCHEDULE 4 P.V.C. BEARING NSF.APPROVAL. �'s a �• . • 1 •FILLER BACKWASH AND DISPOSAL SH LL COMPLY WITH ON 5004 SF8 CA •. - � Ml�� ,7• ALL POOL CONSTRUCTION SHAH C MrIY WITH CHAPTER SO OF THE SfBC. N� p• ALL METALLIC CONnUIT,PIPING SY 1EM.REINFORCiNG S1EEt.lIGH1ING, i r FIXTURES AND FIXTURE HOUSINGS.ME AL PARIS OF LADDERS.D(VING BOARDS: 314"ROCK BEI) 3} 'y ,. t ' T / ; _._ ..cktl l�Vo C MO_.._ O i AND THEIR SUPPORiS SHAH BE 80N ED TOGEIHF-R AND GROUNDED TO A A* MIN, 6 YDS, TO COMMON GROUND.THE BONDING ONDUCiOR SHALL NOT BE SMALLER WEIIPOINT __ . .__. .._ - _ _ _-______—_!__ �— __.___ y_—_ _-_ ..______..._.___..__._____.. ...___..__..._-- _ --- — 11iAN if]COPPER. STABILIZE SOIL 111READEp P,V,G. r (IF REQUIRED) PuIE SYI:LL.�01�'L' ` i 1.• THE DESIGN ENGINEER ASSUM S NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS R REQUIRED SETBACK AREAS ! ' PLOT PLANS NOT PREPARED FR LEGAL SURVEYS OF THE EXISTING ! LOT AND RESIDENCE ARE SO IN iCAiED.POOL CONTRACTOR SHALL • A. WATER LEVEL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF #f NECESSARY. • �-rps,Y.�. [3. DEPTH OF f OL _ _ ` 1 ' - _ 11 Z-_ 2-INSPECTION OF THE SITE IN ICAII UNDISTURBED IMOA_MCK WiTH A BEARING VALUE OF PSF. SHOULD OTHER CONDITIONS 21, USG -` OR MATERIALS BE ENCOUNiF ED,THE ENGINEMARCHITECT,SHAH • C. FLOOU Cfil ERIA AZ-11 — — _ — BE NOTIFIED BEFORE Pk? DiNG Wirth WORK. a 0. POOL 8011 M ELEVATION (A-8) – —'" �� 3-IN ALL CASES THE POOL ONTRACTOR SHALL TAKE ALI. PRECAUTIONS TO PROTECT EXISTING STRU TURES FROM FAILURE BY SHORING. N UNDERPINNING'OR ANY O HER METHOD iF REQUIRED.THE DESIGN E. (IPLIFT (C-[ } ENGINEER ACCEPTS NO SPONSISILITY FOR THE SAFETY OF THE A F. NYDROSTA iC VALVE I � EXISTING STRUCTURES. 4- POOL CONTACTOR SH LL ESTABLISH LOCATIONS OF EXISTING UTILITIES Ai THE SITE. ELECTRIC SE VICE LINES SHAM NOT PASS OVER POOL OR G. BOTTOM NO WALL SLABS SCREEN ENCLOSURE.SE TIC DRAIN FIELD TO BE 10' MINIMUM FROM POOL IA. TOTAL A JUSTED HEAL? (E-F-G) ' � PQQ.�..12©►xA_.dl�F.�IdIP,..I�� I , CARIRiD(3E , RAPID SANG, OR DIAIOMAC U5 _S1Z1`$ L�Ff'TH EARTH I. FILTER I --EE i MEIEE PRESSURE GUAGE PUMP GATE VALVES W 61 FILTER y TILE WASTE ME Of PATIO . a. . r SKIMMER PIPING RECIRCULATION PUMP #&to I ; INLET HAM , LINT OVER • 1 STRAINER D .� �'OR • ' I GATE VALVES A ARLA FLOW 1.M.Sh�ln�atd it` iYAhiE� — ,n,• ��, �c 3 _ _--_, 12420�IPl.1�th ; k J an f (� r GLA � �� 1 �T.t� S 3 rAa>< 3o J,nrn - - �f �• [u° ' ANTI VORTEX MAiN DRAIN ,,ma�yy /� M���•?ATE �'�,•_ � 4wt i� � �'�'�) � '• '� � 'S` s + /"L4D' 1��j I