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x 2" SLOT ANTI-ENTRAPMENT COVER NOTES: <br /> „ x 2� 1. ALL MATERIAL TO BE 12 GA. 304 SIS WITH A 26" =r ,\c` r J9 F' <br /> JOINT SEALANT /4 /2 SLOT SANDBLASTED FINISH. FILL SAWCU7 WITH 7 <br /> \ b <br /> _ JOINT SEALANT 5 <br /> NEW STARTING <br /> N �1 <br /> - � (N) CONCRETE ANCHORS 2 3'-0" ��-O� <br /> SEE TIE-IN CONNECTION Y4" x 3" SLOT 2. ANTI-ENTRAPMENT COVER IS APPROVED FOR V <br /> (N) CONCRETE ANCHOR(S) PLATFORM <br /> TE DETAIL 6, THIS SHEET 675 GPM, DO NOT EXCEED. <br /> WIMOUNTING <br /> SPECIFIED BY PLATFORM - <br /> POOL BORDER 3. FOR MAIN DRAW SIZES UP TO 24" X 24" <br /> MANUFACTURER o ANCHOR <br /> 777� <br /> _ 0 4. COVER HAS 144.3 SQ. IN. OF OPEN AREA SEE TIE-IN CONNECTION NOTE, 21 <br /> REDUCE BORDER AS NEEDED ' <br /> DETAIL 6 THIS SHEET <br /> AROUND PLATFORM <br /> 6 - <br /> (N) 4" CONC POOL DECK oo ,I� s' 11 114" CONCRETE TOPPER OVER H <br /> W16" x 6" -W2.9 WATERLINE <br /> (N)4" CONC <br /> WWF WIRE MESH j FILL 118 JOINT WITH <br /> JOINT SEALANT <br /> (E) CONC WALL- ,.! ( } G (PIP) <br /> �/ (E) STAINLESS STEEL (N) 4" CONC POOL DECK WI / <br /> F' READ AND UNDERSTAND ALL INSTRUCTIONS 4 E ROUT TO REMAIN <br /> TO REMAIN (PIP) 3 + POOL GUTTER o AND WARNINGS BEFORE USE - OBTAIN COPY ATPART: 6 x 6" -W2,9 WWF WIRE MESH <br /> I WEB-SITE <br /> 0 <br /> 10 STARTING PLATFORM (E) ROPE LANE RING <br /> Y4 z <br /> TO REMAIN <br /> IN PLNF ACE C <br /> FOR SINGLE OR MULTIPLE DRAIN USE SPECIFICATIONS: <br /> 675 GPM - SUBMERGED SUCTION OUTLET <br /> WATERLINE 1. PLATFORM SHALL BE STAINLESS STEEL TUBING WITH A SLIP i <br /> LIFE 10 YEARS -WALL AND FLOOR �/\ ., / ✓\- -l�. �,. Vii ., W <br /> PERMANENT ETCHING RESISTANT SAND FINISH POLYPROPYLENE PTOP <br /> MANUFACTURE PLATE <br /> BACKSTROKE BARS WITH HAND GRIPS, AND MOUNTING I (E) STAINLESS STEEL <br /> 12 GA. SIS PLATE ANCHOR SOCKET. (TYP. OF 6) POOL GUTTER <br /> SIDE VIEW <br /> c <br /> FRONT VIEW PLASTIC CAPS (4 PLACES) <br /> 4 8 ENLARGEDVIEW <br /> LEOTER PERMANENT <br /> ETCHING A PLATFORM FRAME: STEEL TUBE 2%2" SQUARE x .125" WALL <br /> SPECIFICATIONS: 1/a 3 - <br /> HEIGHT <br /> T <br /> (TC OMMERCIAL GRAB RAILS WITH 4-STEP LADDER AND CROSS BRACING SHALL BE SR SMITH MODEL LFB-X-36-4C, LINCOLN <br /> I .... <br /> AQUATICS 4-STEP LADDER, 35" x .190" 1N 31"WIDTH OR EQUIVALENT. THE TUBING SHALL BE ASTM A-554 CERTIFIED 1.90"x .109" B. PLATFORM TOP: 24" WINE x 20" DEEP 110- SLOPING TOPWALL <br /> THICKNESS TYPE 304 STAINLESS STEEL POLISHED TO A 320 GRIT FINISH. ALL BENDS SHALL BE SMOOTH AND FREE OF 1 a" <br /> 15° TOWARDS WATER 1 COLOR: WHITE O <br /> WRINKLES. TREADS SHALL BE NON-SKID. GROUND LUG C. BACKSTROKE BAR: 1" O.D. X .065" WALL THICKNESS TYPE 304 <br /> STAINLESS STEEL wIHAND GRIPS <br /> 2 FURNISH AND INSTALL MATCHING ANCHOR SETS AND ESCUTCHEONS, MATCHED FOR GRAB RAIL BY SAME MANUFACTURER AND <br /> 24" x 24° <br /> INSTALL PER MANUFACTURER'S RECOMMENDATIONS. OPENING CAST BRONZE <br /> �. � � � 00CAULKING (E) CONC WALL <br /> 03 REMOVE EX SEMI-RECESSED STEPS AND FILL IN NICHES WITH GUNITE. <br /> 2, INSTALL PER MANUFACTURERS RECOMMENDATIONS. <br /> Y4" BOLT TO REMAIN (PIP) �„-� <br /> N <br /> &ANCHOR , u 00 <br /> x.ti,�I siE,3 <br /> "FIGURE 4" GRAB RAIL SCALE- NTS2 32" x ° <br /> 32 ANTI-ENTRAPMENT COVER SCALE: NTS QUICKS <br /> 3 ET STARTING PLATFORM SCALE: NTS <br /> Y- <br /> ,I. <br /> PROVIDE & INSTALL (2) SETS/4 TOTAL BACKSTROKE STANCHIONS WITH BRONZE ANCHOR SOCKETS. ;y <br /> STANCHIONS SHALL BE 8'-0" HIGH STAINLESS STEEL TUBE CAPPED AT ONE END WITH A STAINLESS STEEL <br /> CLOSURE PLATE AND U-HOOK TO SUSPEND PENNANTS OVER RACING LANE 15'-0" FROM EACH END OF 6" _ <br /> THE POOL. ALSO PROVIDE AND INSTALL A SLIDING COLLAR WITH EYEBOLT ON EACH STANCHION. <br /> BACKSTROKE — — -- <br /> STANCHION1 FT <br /> JOINT SEALANT NO NO <br /> `� RUNNING IN DIVING <br /> (N) CONCRETE ANCHORS 1 -11 i6" LL <br /> SEE TIE-IN - - o w <br /> LLj <br /> CONNECTION NOTE, D 7 z � n <br /> DETAIL 6 THIS SHEET +18" REDUCE BORDER o j = m <br /> AS NEEDED 80 <br /> AROUND STANCHION <br /> of, <br /> 21-011 <br /> (N) 4" CONC POOL DECK— <br /> (N) ,� 6 <br /> 2'-D" EACH POOL DECK TILE *. <br /> W16 x 6 -W2.9 WATERLINE PROVIDE & INSTALL BRONZE ANCHOR SOCKET WITH SEE ANCHOR DETAIL----,, LOCATION WILL HAVE A SET OF 3 <br /> WWF WIRE MESH THREADED CAP AT EACH STANCHION LOCATION. <br /> (E) STAINLESS STEEL SEE ANCHOR DETAIL <br /> TILES AS SHOWN ("NO RUNNING", <br /> POOL GUTTER {PIP) <br /> POOL DEPTH & "NO DIVING") <br /> {E) CONC WALL--" REMOVE <br /> TO REMAIN (PIP) PORTION OF (E) (N)ANTI-ENTRAPMENT (N) WHITE PLASTER POOL <br /> O u. <br /> WALL TO DRAIN COVER SURFACE OVER EX GUNITE (N)ANTI-ENTRAPMENT <br /> ACCOMMODATE <br /> (N) FOOTING. POOL SHELL DRAIN COVER <br /> ANCHOR DETAIL I" POOL DECK TILE MARKERS (NON-SKID) ,� w z D m .� <br /> NTS 6" x 6" NON-SKID TILE MARKERS W N <br /> (N) WHITE BACKGROUND WITH BLACK TEXT & fx a vo <br /> CONCRETE (N) CONCRETE NUMBERS <br /> POOL DECK POOL DECK <br /> w <br /> — O <br /> zx <br /> NVQz � o <br /> 4 POOL CROSS SECTION <br /> SCALE: NTS 5 6"x6" TILE MARKERS SCALE: NTS <br /> FILL COLD JOINT WITH BEAD BLAST TO REMOVE 114" CONC, <br /> JOINT SEALANT CLEAN, PRIME, AND APPLY TOPPING. <br /> SEE TIE-IN CONNECTION NOTE,— � r <br /> THIS DETAIL 2'-0" POOL BORDER FILL COLD JOINT WITH Z-O" POOL BORDER r�T7 <br /> — FILL 118' JOINT WITH FILL 118" JOINT WITH <br /> JOINT SEALANT JOINT SEALANT <br /> 3 <br /> JOINT SEALANT <br /> (E) CONC (PIP) SCORE & HAND CHIP TO REMOVE 9 e4 <br /> 71E EX. POOL WALL INTO 16" CONC, REPLACE W/4" CONC W16" <br /> DECK REPLACEMENT: <br /> DECK, SEE NOTE BELOW SEE NOTE X 6" -W2.9 WWF WIRE MESH µ""I <br /> 4" CONC POOL DECK W16" x 6" <br /> -W2.9 WWF WIRE MESH {E) STAINLESS STEEL POOL E PROTECT <br /> ( ) STAINLESS STEEL <br /> GUTTER (PIP) L O <br /> WATERLINE DECK REPLACEMENT: POOL GUTTER <br /> C/] <br /> „ a.�2 <br /> - 4 CONC POOL DECK W1 6" x 6" <br /> -W2.9 WWF WIRE MESH <br /> 9.06' <br /> ---------------------- <br /> WATERLINE 1� H <br /> < ® `° H <br /> O <br /> - - <br /> - O <br /> EX CONCRETE WALL � � `'_ _ ' n <br /> EX CONCRETE WALL ..._ �...{ <br /> TO REMAIN (PIP) r - s O <br /> TO REMAIN (PIP) <br /> bd <br /> T . <br /> IE-f N <br /> ,., CONNECTION NOTE: � I' <br /> od <br /> O <br /> #3 DOWELS @ 48 OC THREADED ON ONE END r <br /> 34" AND EMBEDDED 4" MIN IN EX CONC AND <br /> FIELD VERIFY EXTENDING 16" MIN INTO NEW DECK. SET WI <br /> BEFORE CONSTRUCTION SIMPSON ADHESIVE ANCHORING OR I=1�-_LD VERIFY � � <br /> EQUIVALENT. f F0<E r"N TRUCTION t <br /> ��OFLSSID <br /> BASE BID ALTERNATE <br /> No. 50027 ' <br /> BID Al ""' * 8/2/2018 <br /> NOTE: CONSTRUCT WEAKENED PLANE JOINTS AS SHOWN ABOVE '` ., <br /> (11' OC MAX) CONSTRUCTED PER DETAIL ON STD PLAN 117 N���NSE§ <br /> 05 OF 05 <br /> SHEET NO. <br /> 08-02-18 <br /> CONCRETE REMOVAL BEHIND GUTTER 2 <br /> 3 <br /> SCALE: NTS 7 CONTROL JOINTS SCALE: NTS <br /> 018D005-C'3 <br />