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MARKERS TO BE <br />WITHIN 3' OF BOTH <br />THESE ACTUAL DEPTHS <br />1 1 /7HYDROSTATIC <br />RELIEF IN 1 X YD. <br />GRAVEL <br />WALLS VERTICAL <br />+/- 5 DEGREES <br />Transverse Pool Section; Deep Portion <br />Scale: Not to scale <br />BULLNOSE COPING <br />CONCRETE DECK: <br />NON -SLIP, IMPERVIOUS <br />SMOOTH DECK. PITCH <br />AWAY 1/4" PER FT. MIN <br />1 /2" PER FT. MAX. <br />SEE HARDSCAPE <br />PLANS FOR DETAILS <br />6" FLAT SMOOTH <br />GLAZED TILE <br />UNDERWATER <br />LIGHT <br />WALLS OF POOL TO BE RIGID MATERIAL-. <br />CONCRETE/GUNITE/SHOTCRETE, 6" MIN <br />THICK, 4000 PSI MIN. WITH #4 REBAR 12" <br />O.C.E.W., 15" MIN. LAP <br />EXPOSED AGGREGATE POOL FINISH <br />[OWNER TO CONFIRM COLOR] <br />6" MIN. FLOOR WITH #3 REBAR 12" <br />O.C.E.W <br />3" MIN. <br />Gutter, Wall & Floor Detail <br />Scale: Not to scale <br />BULLNOSE WATERLINE <br />SLIP -RESISTANT TILE. 2" <br />MIN. - 12" MAX. <br />[OWNER TO PROVIDE <br />COLOR AND SIZE] <br />NOTE: THE LIP OF THE GUTTER <br />SHALL BE UNIFORMLY LEVEL <br />WITH A MAXIMUM TOLERANCE <br />OF -1"(6mm) BETWEEN THE <br />HIGH AND LOW AREAS <br />NOTE: STRUCTURAL SUBJECT TO <br />SUITABLE SOIL CONDITIONS <br />IF SETTLING OR WEATHERING OCCURS THAT <br />WOULD CAUSE STANDING WATER, THE <br />ORIGINAL SLOPES SHALL BE RESTORED OR <br />CORRECTIVE DRAINS INSTALLED. <br />STRUCTURAL SUBJECT TO SUITABLE SOIL CONDITIONS. <br />THE AREA OF THE POOL CONSTRUCTION <br />SHALL BR PROBED AT THE TIME OF CONSTRUCTION <br />TO VERIFY THE PRESENCE OF SUITABLE EXISTING <br />SOILS. ALL ORGANIC MATERIAL WILL NEED TO BE <br />OVER -EXCAVATED AND REPLACED <br />PER GEOTHECHNICAL RECOMMENDATIONS. THE <br />CONTRACTOR IS RESPONSIBLE FOR PROVIDING <br />PROPER DEWATERING MEASURES DURING <br />CONSTRUCTION. HYDROSTATIC RELIEF VALVES NEED <br />TO BE PROPERLY INSTALLED AND VERIFIED THAT THEY <br />ARE WORKING PROPERLY. <br />CUSTOM LADDER: S.R. SMITH CUSTOM STAINLES <br />TREAD: 6" MAX. FROM WALL, 3" MIN. FROM WA <br />CROSS -BRACED, SLIP -RESISTANT TREADS, 28' MIP <br />ABOVE DECK. <br />FRAME: 1.90" O.D. X 0.65" TYPE 304 STAINLESS ST <br />WHITE RUBBER BUMPERS. <br />STEPS: ACRYLIC PLASTIC AND HAVE A SLIP -RESIT <br />SURFACE. <br />ESCUTCHEON: EP-100F, STAINLESS STEEL <br />ANCHOR ASSEMBLY: AS-] 00B [SEE SPEC SHEET F <br />Ladder Detail <br />Scale: Not to scale <br />LAWSON MLD-FGD-1212, 12"X12" <br />MAIN FLOOR DRAIN COVER, VGB <br />COMPLIANT, 365 GPM FLOOR <br />FLOW CAPACITY <br />SLIP -RESISTANT 6"6" NOTES: <br />nA T VY AKLJ 3r-I4LJ <br />DEPTH MARKING TILE -DEPTH MARKERS AND NO DIVE ADJUSTABLE FLOOR 00, <br />6�� 12" SEE GUTTER WALL AND FLOOR DETAIL FOR <br />LETTERING <br />WITH HIGH TILE NOT TO BE MORE THAN 2W' FLUSH RETURN FITTING STRUCTURAL SPECIFICATION <br />POOL SIDE FROM WATERS EDGE <br />-DEPTH MARKERS TO BE ON `-`-POOL SHELL <br />GUTTER <br />DECK AND INSIDE POOL AT ° a a 12F�nA- <br />f <br />WATERLINE <br />{ <br />z Ilk- <br />COPING...[SEE HARDSCAPE i 1F >.. ,. <br />PLANS FOR DETAILS f <br />DECK SIDE <br />b" MIN }... } �..Y <br />6" PERMANENT, Y f...l t �... J..... <br />SLIP -RESISTANT, RED MAIN DRAIN <br />i, "NO DIVING„ ... f j...I y... ...I !... <br />f y11... r.. �..ti` ) r.. <br />4 LETTERING , TO COLLECTION <br />6" INTERNATIONAL % ,' ,`' � � /f"�� /' f ,.' � <br />SYMBOL TILE TANK <br />6" MIN. '• V <br />�•_ <br />j�-..--.-:.fir. ,.-y�•._... :�'� <br />i <br />+ r <br />C MAIN DRAIN <br />LINE:.. h. <br />#57 ROCK <br />TRUNK PIPE <br />[AS INDICATED 2" PVC HYDROSTATIC <br />ON POOL RELIEF LINE <br />PLUMBING PLAN] RUN LINE OUTSIDE DECK <br />INSTALL MARKING <br />AND NO DIVE TILE ON <br />DECK ITOAdjustable Floor Return Detail Main Drain Detail <br />SLIP -RESISTANT] J <br />INSTALL DEPTH Scale: Not to scale <br />MARKING TILE [TO BE Scale: Not to scale <br />SMOOTH OR GLAZED] <br />6" GLAZED WATERLINE <br />TILE [ SEE HARDSCAPE <br />PLANS FOR DETAILS] <br />POOL BEAM WITH-LAWSON MLD-FGD-1818, 18"X18" <br />COPING [SEE <br />HARDSCAPE PLANS MAIN FLOOR DRAIN COVER, VGB <br />FOR DETAILS -SEE <br />COMPLIANT <br />POOL WALL & FLOOR <br />DETAIL FOR BEAM <br />SPECIFICATION <br />6" 18" SEE GUTTER WALL AND FLOOR DETAIL FOR <br />STRUCTURAL SPECIFICATION <br />OOL SHELL <br />Depth Marking Details ° a <br />Scale: Not to scale 14" MIN. �, ._� ._1f..., ... 2" <br />° <br />1......., ...r {... <br />Underwater Bench Detail <br />Scale: Not to scale <br />iE AS STEPS <br />H NOT TO BE LOCATED IN <br />TER THAN 4'-11" OF WATER <br />I <br />Feature Drain Detail <br />Scale: Not to scale <br />`MAIN DRAIN <br />TO COLLECTION <br />TANK <br />8" PVC MAIN DRAIN <br />LINE <br />#57 ROCK <br />2" PVC HYDROSTATIC <br />RELIEF LINE <br />RUN LINE OUTSIDE DECK <br />62 <br />d <br />J <br />a <br />J <br />J <br />W <br />i 0) <br />2 In <br />O 00 <br />FF_ <br />L <br />0 <br />Q <br />2 <br />U_ <br />w <br />p�, <br />(V�() <br />Z <br />Lu <br />Cn <br />.p <br />Q <br />C <br />C00 <br />ON <br />-.q <br />0=0 <br />.N <br />=� <br />a <br />Q�pUc <br />z <br />u— <br />C <br />O°'LLJ <br />Q <br />Lu <br />Q <br />U <br />Lu <br />Q <br />p <br />��o <br />Ou <br />Q <br />Q <br />CL <br />�o <br />-(y) <br />Lu <br />U <br />J <br />0 <br />0 <br />V <br />zWA <br />W <br />Z <br />w <br />�Ld <br />Q <br />I <br />0 <br />M <br />0 <br />w <br />0 <br />dN <br />a <br />REV. I DESCRIPTION I DATE <br />I7 <br />101 MTAT] <br />zio <br />DATE <br />12-17-2021 <br />PERMIT SET 1 12-10-2021 <br />CHECKED <br />RMT <br />SCALE <br />SHEET 9 OF 121 <br />PE-9 <br />