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00-0322-006 POOL PATIO TO BE 4"THICK MIN.CONC. WITH PANG. 6-X6"- IOX1D WIRE MESH ON COMPACTED GROUND TO SERVICE I.C. I ROW OF TILE A� Jt} WITH ALL ORGANIC MATERiAtS REM VED �-" y °''""^ MONOLITHIC JUNCTION BOX -- SPOT TOGGLE W.P•QISC©NNECT PUMP MOTOR WATER LEVEL I'R t� �� A FOOTING WITH 1 05 till 3. 0" IIrHr sw11CH 3 L`�- '1;,�t.:� 1:7 MAX.SLOPE IN SHALLOW END 4-• 4"M IN. LIGHt 12V TRANS C�LJ VARIES 1" NON CORROSIVE � 1 A 12'S IN 1/2"COND. 2•'-6"MIN. 03 AT 12"C-C EACH WAY 12/� S1 P.V.C.COND. 3 S i'LS IN 1/2'COND. #3 DOWELlS ON 12"C C --� NOTE:SEE GENERAL NOTE 00 ^ � """'°'"""STEELIEX FARM OR KRAFT BOARD WHILE MARBLE ' NOTE:OPEN POOL TO BE MIN.10' FROM OVERH€At>POWE LINES, �- � PLASTER FINISH COVERED POOL 10 6E MIN. 7' b"FROM VEI3HEAD OWER LINES, FOR DEPTHS OVER 6'ADD EXTRA 93 itI'�'FROM T"/.L. (NOi REQUIRED WHEN EXI;TiN TD'2L1"FROM POOL.) POOL LOP FIN.GRADE___•__,__ _ Igo COVE BARS AT 12"C-C VERTICAL AS SHOWN FLOOD CRITERIA `••- _ ___._..__ �. 6"MIN. ____.HD.- 7'1Ft v.) H•D• �°4�� e. �a�e�0 'X' tII �®)I. e OVERFLOW �' USE_- L-1-8 :7 Si AR O/C E/W t 22" 2t- O/C 8 10 12 13 14 16 le 2224 S POOLBOTTOM SlA THICKNESS (IN.) �,_...._.__....._._.._.....__._--------_------._._...._.__...._....�_......_..----_'�"�----------�---.�_,�....._.._...___.._........._____�__�..__._.-.__._...�._._.._...._______—.— 1/2"= 170" NOTE:REMOVE GRAZE ND WELL POINT PLUG FROM e a S MAIN DRAiN•AN ATIACH AUXILIARY PUMP LINE WHEN EMPI ING 1'001. i 1.-ALL ELECTRICAL COMPONENTS SHALL CON�ORM WITH ART.600 NEC, 2- ALL FLOORS AND WAI.I.S OF POOL TO BE G Ni1t APPLIED CONC. GRATE TOTE WITH A 29 DAY MIN. COMPRESSIVE STRENC3T��OF 3000 PSI. FASTENED WITH . HYDROSTATIC VALVE SCREWS a- ALL REINFORCED STEEL TO CONFORM lO A.S.T.M,6IS GRADE 60 f`'�► , A- MAIN DRAIN GRATE TO HAVE A FREE AR A OF 6 SO.IN. MINIMUM g • 6:�A:aJ �•a a�•�' -- AND S11l BE SECURED WITH SCREWS. A- ALL POOL PIPING TO BE SCHEDULE 40 V.C. BEARING NSF,APPROVAL. ---...-- �,"•. •� _.._._.._... __-�. ... . / k• FILTER BACKWASH AND DISPOSAL SH �,I COMPLY WITH SECTION SOU4 SFBC, • . ���; i L- ALL POOL CONStRUCTION SHALL COMPLY Willi CHAPTER 50 OF THE SFBC. 3/4"ROCK BED �3. t i q• All METALLIC CON{)UIT,PIPING SYS M.RUINFOPCING S1EELAIGHiING. - IN,• FIXTURES AND FIXTURE HOUSINGS•MET L PARTS OF LADDERS,DIViNG BQAROS • AND THEIR SUPPORiS SHALL BE BOND,-T}TOGETHER AND GROUNDED TO'A MIN. 6 YDS. !O I STABILIZE 301E WEII POINT `'�� '% - j f fl ST REQUIRED) THREADED P.V.C. ' ''f (c�Jj t (s!T _I... ....._.._ __ COMMON GROUND, THE BONDING ONDUCTOR SHALL NOT BE SMALLER • THAN RU COPPER. PIPE - - ... , r ETAIL1 , --- -�-° --°°- L• iHt DESIGN ENGINEEil ASSUMB" NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS 4 REQUIRED SETBACK AREAS PLOT PLANS NOT PREPARED FRO LEGAL SURVEYS OF THE EXISTING A. WATER LE EL -ki.. ...-.. __.__..._ —. _^_ __ LOT AND RESIDENCE ARE SO iN p iCATF.D. POOL CONTRACTOR SHALL _�.__.__.__ � �__„_ . __.. _ VERIFY ALL DIMENSIONS iN THE FIELD AND ESTABLISH LOT LINES iF NECESSARY. .B. DEPTH ON POOL 3-INSPECTION OF THE SITE IN ICATES UNDISTURBED S.AI O b MILK 4 WITH A BEARING VALUE OF PSF.SHOULD OTHER CONDITIONS f C. FLOOD RiTERIA v OR MA?ERiALS BF:ENCOUNT RED, THE ENGINEER\ARCHITECT.SHALL BE NOTIFIED BEFORE PROCE DING WITH WORK. D. POOL 8 TTOM ELEVATION (A-B) i a- IN ALL CASES THE POOL ONTRACTOR SHALL TAKE ALi. PRECAUTIONS " TO PROTECT EXISTING STRUCTURES FROM FAILURE; BY SHORING. E. UPLIFT -D) UNDERPINNING OR ANY iHER h4ETHOD IF REQUIRED.THE DESIGN ENGINEER ACCEPTS NO R SPpNSIBILITY FOR THE SAFETY OF THE F. HYDRO TATIC VALVE .� EXISTING)STRUCTURES. A-POOL CONTACTOR Si, Ail ESTABLISH LOCATIONS OF EXISTING UTILITIES G. 80TTM AND WALL SLABS = AT THE SITE.ELECTRIC SRVICE•LINES SHALL NOT PASS OVER POOL OR SCREEN ENCLOSURE.SPTIC DRAIN FIELD TO BE )0' MINIMUM FROM POOL. H. TOTAL ADJUSTED HEAD (E-F-r,) El p CARTRIDGE . RAPID SAND.OR DIAIOMACCOUS EARTI I , FILTER rREssuer G11AGt: ...�'. E EJ._R _ GATE VALVES iI— � � 60 WASTE r - ------ PATI - SKIMMCRZ �i vn►JN RECIRCULATION PUMP —��l INLET HAIR, LINT -STRAINER A. AffE Flow -^_ .r � ' •'E(>TI �. • F G _ J.".Shalnualff P.E., 101 dt ANTI VORTEX MAiN ORAIN ► � 6i 11 y cli °° DAM M. ,'� W R Ad ^ - - _- - - t'Jj►�1►►►ate