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MARKERS TO BE <br />WITHIN 3' OF BOTH <br />THESE ACTUAL DEPTHS <br />1 1 /2" HYDROSTATIC <br />RELIEF IN 1 /4" YD. <br />GRAVEL <br />6" J <br />4" LETTERING <br />Transverse Pool Section; Deep Portion <br />Scale: Not to scale <br />POOL SIDE <br />GUTTER <br />C7x41 11DA <br />SLIP -RESISTANT 6"6" <br />DEPTH MARKING TILE <br />WITH 4" HIGH <br />LETTERING <br />[SEE HARDSCAPE <br />PLANS FOR DETAILS <br />6 1 SLIP -RESISTANT, RED <br />"NO DIVING" <br />INTERNATIONAL <br />Depth Marking Details <br />Scale: Not to scale <br />NOTES: <br />-DEPTH MARKERS AND NO DIVE <br />TILE NOT TO BE MORE THAN 24" <br />FROM WATERS EDGE <br />-DEPTH MARKERS TO BE ON <br />DECK AND INSIDE POOL AT <br />WATERLINE <br />,TALL MARKING <br />ID NO DIVE TILE ON <br />CK RO BE <br />P-RESISTANT] <br />TALL DEPTH <br />IRKING TILE [TO BE <br />TOOTH OR GLAZED] <br />I WATERLINE <br />1ARDSCAPE <br />R DETAILS] <br />TH <br />ANS <br />EE <br />LOOR <br />M <br />WALLS VERTICAL <br />+/- 5 DEGREES <br />6' MIN. <br />BULLNOSE COPING <br />CONCRETE DECK: <br />NON -SLIP, IMPERVIOUS <br />SMOOTH DECK. PITCH <br />AWAY 1/4" PER FT. MIN <br />1 /7' 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/SHOTCREFE, 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 />ON POOL <br />PLUMBING PLAN] <br />Adjustable Floor Return Detail <br />Scale: Not to scale <br />Underwater Bench Detail <br />Scale: Not to scale <br />6" MIN. <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 4'"(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 -REST; <br />SURFACE. <br />ESCUTCHEON: EP-100F, STAINLESS STEEL <br />ANCHOR ASSEMBLY: AS- 100B [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 />6„ 12" SEE GUTTER WALL AND FLOOR DETAIL FOR <br />STRUCTURAL SPECIFICATION <br />--POOL SHELL <br />,.. c <br />I- F 12, ff 1117 <br />Main Drain Detail <br />*)Cale: 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 />LAWSON MLD-FGD-1818, 18"X18" <br />MAIN FLOOR DRAIN COVER, VGB <br />COMPLIANT <br />6„ 18" SEE GUTTER WALL AND FLOOR DETAIL FOR <br />STRUCTURAL SPECIFICATION <br />OOL SHELL <br />.4 d e <br />MAIN DRAIN <br />COLLECTION <br />tTO <br />NIM <br />......,...� �...{ �...,...�..>......� <br />TANK <br />{ <br />�...r <br />S � � <br />8" PVC MAIN DRAIN <br />• < <br />�r...�1 <br />LINE <br />#57 ROCK <br />'PVC HYDROSTATIC <br />RELIEF LINE <br />UN LINE OUTSIDE DECK <br />E AS STEPS <br />Feature Drain Detail <br />H NOT TO BE LOCATED IN Scale: Not to scale <br />TER THAN 4'-11" OF WATER <br />I <br />lqt <br />�7 <br />0 <br />0 <br />0 <br />u <br />u <br />b <br />J <br />a <br />A <br />am <br />0 <br />LL <br />W <br />0.. <br />,J <br />J <br />W <br />0 OD <br />O <br />4 <br />U_ <br />x <br />p, <br />(N <br />ZV)Q.N"q <br />Lu <br />� <br />-p <br />m <br />0 <br />O <br />--t <br />00 <br />CV <br />0=0 <br />N <br />O <br />�� <br />>� <br />•O <br />001 <br />cj <br />I— <br />Q <br />LL_ <br />O <br />Q <br />(-)0 <br />]-]_[ <br />Q <br />Z <br />LU <br />J <br />O <br />00 <br />= <br />U <br />C)) <br />�0 <br />—(y) <br />w <br />U <br />.j <br />0 <br />0 <br />L <br />V <br />z <br />Ld <br />of <br />J <br />< <br />1 <br />w <br />Ld <br />0 <br />0 <br />M <br />0 <br />m <br />w <br />0 <br /><N <br />a <br />REV. I DESCRIPTION I DATE <br />ZJO <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 />