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POOL PERIMETER I- FIELD BEND REINF. <br /> 2'-6511 — 21_611 <br /> CANTILEVER CONCRETE 10REINFORCEMENT TABLE <br /> 1211 1 DECK UJ/ / RADIUS <br /> BULLN05E @ TOP AND �, 7 1 -4 511 <br /> 7" 1'-4" 2" 2/211 BOTTOM EDGE v I - REINF. IN SAME PLANE UJATER DEPTH "t" "d5" RADIUS VERTICAL REINF. HORIZONTAL REINF. TRANSITION TO FLOOR REINF. <br /> RECESSED 2Y2" N BEYOND END RADIUS <br /> CERAMIC, TILE (2) 3/4" RADIUS BEAD @ 4%" = 3'-0 611 311 611 #4 @ 12" O.G. #4 @ 12" O.G. 24" <br /> MARKERS RECESSED TILE a a 16 N <br /> MARKERS m 5-7" TO 5'-0" 711 411 6" TO 18" #4 @ 12" O.G. #4 @ 12" O.G. 24" <br /> FLUSH a % WATER LEVEL <br /> POOL DECK #4 @ 12" O.G. C J - 5-1 TO 7-3 g 6 18 TO 21-6511 #4 @ 6 O.G. #4 @ 8 O.G. 24 <br /> SLOPE 20 I 3"CLR N 144 CONT <br /> `IjELEV. PER PLAN 7-#4 CONT <br /> a AROUND POOL — _ <br /> a ° - . 2-#4 CONT z <br /> 6 < CONCRETE NOTES: 5HOTCRETE NOTES: <br /> #4 @ 12 O.G. tL LCII u Q1 THE MINIMUM ULTIMATE COMPRESSIVE <br /> ° d ° � ° ° d 6" a 111 <br /> III- d d a 2"CLR L STRENGTH AT 25 DAYS WITH A 0.40-0.50 Q 5HOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 <br /> —III— WATER LEVEL PER PLAN WATER/CEMENT RATIO P51 AT 25 DAYS. 5HOTCRETE MATERIAL SHALL HAVE A WATER/GEMENT <br /> N 3-#5 CONT. a ° a ° N L RATIO OF 0.40-0.50 PER AGI 506R, CHAPTER 6, PROPORTIONING AND VERDE DESIGN <br /> M �} POOL = 4000 PSI PRECON5TRUCTION TESTING; SECTION 6.3.3, WET-MIX PROGE55. <br /> II V Q SLAE3-ON-GRADE = 4000 PSI LANDSCAPE ARCHITECTURE <br /> 6 X 6 > CIVIL ENGINEERING <br /> WATERLINE 2-011 © CONTINUOUS INSPECTION BY AN D.5.A. © CONTINUOUS INSPECTION BY AN D.5.A. APPROVED INSPECTOR 15 REQUIRED OF SPORT PLANNING& DESIGN <br /> d ° ° #4 @ 12" O.G. "t" SEE TABLE APPROVED INSPECTOR I5 REQUIRED OF <br /> TILE 3 ALL 5HOTCRETE PLACEMENT. 1843 Iron Point Rd #140 <br /> PROVIDE SMOOTH THUS a _ ALL CONCRETE PLACEMENT. Q3 ALL GEMENT USED SHALL CONFORM TO A.5.T.M. G-150 TYPEZ <br /> #4 @ 12 O.G. E.W. Folsom CA 95630 <br /> WATERLINE °d ° EVEN NON-ABRASIVE 3" GLR. Q3 ALL GEMENT USED SHALL tel:916.415.6554 <br /> HANDHOLD FINISH SPRING LINE CONFORM TO A.S.T.M. G-150 TYPE ]I ® FINE AND COARSE AGGREGATE SHALL CONFORM TO A.5.T.M. G-33. MAXIMUM fax:408.985.7260 <br /> GAP TILE " <br /> DOUBLE da d d ° 12 ,q U1ALL/FLOOR ® FINE AND COARSE AGGREGATE SHALL SIZE OF AGGREGATE TO BE . www.VerdeDesignlnc.com <br /> BULLN05E Q ° �P� TRANSITION 64 BAR CONFORM TO A.5.T.M. G-33. MAXIMUM SIZE O5 5HOTCRETE MIX DESIGNS SHALL BE PER GBG SECTION 1g08A.2. <br /> ° a ° (SEE TABLE) 3 DIA LAP <br /> 6 OF AGGREGATE TO BE 1". © 5HOTCRE7E SHALL BE TESTED AND INSPECTED PER GBG SECTION 1 g10A.5 <br /> WATERPROOFING PER 5HOTCRETE WALLS v - FLR. Q CONCRETE MIX DESIGNS SHALL BE BASED AND 1g08A.10 AND 1705A.3. <br /> d d d SPECIFICATIONS a STAMP <br /> CAST IN PLACE FLOOR a UPON GBG SECTION 1805A. Q ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BE SECURELY <br /> d5 ° ° d © CONCRETE SHALL BE TESTED AND TIED IN PLACE PRIOR TO PLACING OF 5HOTGRETE. ��SEo agcy/T <br /> ° 3" MIN. _ INSPECTED PER SECTION GBG 1705A.3 AND ® ALL REINFORCEMENT WITHIN 5HOTCRETE SHALL MAINTAIN MINIMUM 2" CLEAR v�'��'i <br /> 5HOTCRETE W/ WOOD GLR TYP. N <br /> } FLOAT FINISH -1 1805A. NON-CONTACT SPLICES. <br /> Z Q7 REMOVAL OF FORMS SHALL COMPLY WITH ® THE FILM OF LAITANGE WHICH FORMS ON THE SURFACE OF THE 5HOTCRETE <br /> WHITE PLASTER PROVIDE CON5T. JOINT AT POURED III III III I GBG SECTION 1c105A. SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURS AFTER <br /> FINISH FLOOR AND SHOTGRETE U1ALL JOINT. Q ALL REINFORCING SHALL BE ASTM A-615, C 358 2 \ <br /> 8 APPLICATION BY BRUSHING UJITH A STIFF BROOM. IF TH15 15 NOT REMOVED s e <br /> SANDBLAST JOINT PRIOR TO 5HOTCRETE REN.07/31/21 <br /> N 5HOTCRETE WALL PLACEMENT ROUGHEN TO %" AMPLITUDE. GRADE 60, UNLE55 OTHERWISE NOTED. WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGH WIRE BRUSHING \Foe <br /> a d #4 @ 12" O.G. E.W. LAPS SHALL BE 64 BAR DIA. OR SAND BLASTING. CONSTRUCTION JOINTS OVER EIGHT HOURS OLD OF CAS <br /> LAP ALL REINFORCEMENT MIN. 64 BAR DIA. THRU-OUT FLOOR SHALL BE THORUGHLY GLEANED WITH AIR AND WATER PRIOR TO RECEIVING <br /> 5HOTCRETE. <br /> 1® ALL REINFORCING SHALL BE A5TM A-615, GRADE 60, UNLE55 OTHERWISE CONSULTANT <br /> 0 <br /> NOTED. LAPS SHALL BE 74 BAR DIA. <br /> w 1 <br /> J <br /> U <br /> 1 TYPICAL GUTTER DETAIL 1 -1 2 POOL WALL 31 -619 TO 51 -099 3 REINFORCEMENT TABLE <br /> AQUATIC <br /> Z II_ I_ II 7 7! 7 7! <br /> 0 <br /> 0 <br /> x <br /> w <br /> } DESIGN GROUP <br /> I_ 44 2226 Faraday Ave.Carlsbad,CA 92008 <br /> Q <br /> FIELD BEND REINF. MIN. RADIUS = 6d <br /> FOR #4 BARS 760.438.84M <br /> Lu <br /> ° ° (2)�VDIA WEEP HODS AT <br /> AquaticDesignGroup.com <br /> M 11 1_ II II II <br /> DECK PER 7 1'4' 5 OF THE DRP CHANNEL.EACH OF THE 4 51DE5 <br /> ARCHITECTURAL _ _ FLUSH 5TCONCRETE INFILL <br /> ci PLANS N I REINF. IN SAME PLANE ALUMINUM P WIRE MESH � %" SMOOTH PLATE <br /> HANDLE FOR CASTING Lu FLUSH <br /> w ° CANT. _ MATERIAL w <br /> d d N DECKING A <br /> Lu <br /> co NWATERLEVEL - LATCH ` ° ° <br /> WATER LEVEL <br /> d <br /> 3"GLR N 1-#4 CONT 3-#4 EACH ° 36" <br /> cn <br /> 7-#4 CONT `fi 1-#4 CONT 51PE OF <br /> AROUND POOL ° ° HORIZONTAL ° ° SURGE <br /> [if #4 @ 12" O.G. 6 2"GLR GUTTER REINF. CHAMBER <br /> Z 6" - Q PER 2 B PLAN VIEW AGGE55 B GR055-SECTION @SURGE CHAMBER AGGE55 <br /> 3-#5 CONT. IN <br /> BOND BEAM d Z <br /> > 7 <br /> z #4 @ 6" O.G. (AT 'LANE INTERNATIONAL CORPORATION' <br /> C6 2_0 O 7'-0") VERT. SEE POLYPROPYLENE VAULT LADDER 331, MIN. WATERTIGHT PLUG <br /> CD <br /> #4 @ 12" O.G. "t" 0, WITH PULL-UP HANDRAIL. COLOR TO CLEAR OPENING <br /> THUS 3 zLu SCHEDULE (#5 @ 6 NOTES: <br /> 3 GLR VERT. REINF. O.G. AT 7'-1") 3 1. MATERIAL: ALUMINUM WITH BE BLACK. <br /> Q 5TAINLE55 STEEL 5TAINLE55 STEEL-/ REMOVABLE KEY WRENCH <br /> _ G � 5TAINLE55 STEEL BOLTS, SLAM LOCK <br /> 12 d5 II II — <br /> HORIZ. REINF. 3 6 6 NUTS, SPRINGS, SLAM AUTOMATIC HOLD OPEN <br /> LOCK, HINGES 4 HOLD OPEN ARM WITH RED VINYL GRIP <br /> _-- <br /> 0 - — <br /> HORIZONTAL ARM. <br /> uj <br /> SPRING LINE REINF. PER 2. LOADING: 300 LB5. PER 5Q. FOOT. Y2" DIA HOLE AT <br /> ° SCHEDULE 3. BITUMINOUS COATING 15 BOTTOM OF DRIP <br /> 3 APPLIED TO AREA OF CHANNEL (TYP.) . <br /> [ifPROVIDE GON5T. JOINT AT POURED FLOOR ��J� ti� — FRAME IN CONTACT WITH Y2 DIA WEEP HOLES <br /> uj <br /> �Y' X44) 3 CONCRETE. .�,P <br /> SHOTGRETE WALL JOINT PER DETAIL-2 — WALL REINF. 4. HINGES TO BE LOCATED ° <br /> "t" �� 6 OFF051TE LADDER RUNGS. 5TAINLE55 -• o • °o m HINGE E55 STEEL CONTINUOUS <br /> w WALL/FLOOR 64 BAR DIA ELEVATION ° <br /> TRANSITION LAP MIN. FLR 4,4 ° ° ° STEEL <br /> ° d (SEE TABLE) MANHOLE SHALL BE U.5.F. <br /> SPRINGS <br /> 5HOTCRETE WALLS d ° d FABRICATION INC. ° 36 SHEET TITLE <br /> Z POURED FLOOR ° ALUMINUM. 1(500)255-6513. SECTION <br /> d d <br /> A DETAILS <br /> U ° d <br /> Z <br /> Q � I I II I II I I— <br /> Z = THICKENED (WALL @ 7'-0" SHOWN.) <br /> TMP R "d5" LH 1 1- #4 @ 12" O.G. E.W. TRANSITION <br /> w THRU-OUT FLOOR FLOOR <br /> 0 <br /> 0 <br /> w <br /> 4 POOL WALL 59 -111 TO 79 -399 311_ 1_ 11 5 SURGE CHAMBER ACCESS COVER 3 "- 1-011in <br /> PROJECT NAME <br /> -1 / -1 <br /> w <br /> Lu <br /> 0 <br /> Z CONTRACTOR TO VERIFY: 'LANE INTERNATIONAL FRANKLIN HIGH SCHOOL <br /> c <br /> Lu CORPORATION' <br /> ® <br /> OVERALL LADDER POLYPROPYLENE VAULT ATHLETIC IMPROVEMENTS <br /> W #4@6" O.G. VERT. #4 @ 6" O.G. HORIZ.. <br /> LEGEND LADDER WITH PULL-UP <br /> CENTERED CENTERED O.G. = ON CENTER 10" 8'-0" 10" #4 @ 6" O.G. E.UJ. IN © LADDER UJIDTH <br /> HANDRAIL. COLOR TO BE <br /> 0 (TYP. ALL WALLS) E.W. = EACH WAY #4@6" O.G. E.W. VERTICAL WALL BLACK. <br /> w 47" LAP SURGE <br /> 10" 10'-01, 1011 TYP. CHAMBER <br /> FIELD BEND FIELD BEND AGGE55 NOTES: PROJECT ADDRESS <br /> REINF. REINF. z z <br /> I � � I pz 5 _ �pz 1Q LADDER5 WITH PULL-UP HANDRAIL 4600 E. FREMONT ST. <br /> III I I _ - AVAILABLE IN 5 RUNG THROUGH 25 <br /> 1=1 I I, ,III; m QQO 7 m QQO RUNG. STOCKTON, CA 95215 <br /> Lu 11' <X0 <X O 2Q POLYPROPYLENE CONFORMS TO <br /> m 3/" "u w A5TM D-4101. LADDERS MEET ALL <br /> 5 GLR. ° ° A5TM G-487 LOAD RE2UIREMENT5 SUBMITTAL DATE <br /> 21_�II- 121-011 TYP. ° o a AND 05HA 1810.26 AND 1810.27 0 <br /> SPECIFICATIONS. DD/50 io SUBMITTAL 03/06/2020 <br /> STATIC W.L. I THICKENED ° <br /> Q3 FASTEN LADDER TO FLOOR AND WALL <br /> 511 SECTION N ►;� ►;� p UJITH Y2"� 5TAINLE55 STEEL HILTI KB TZ DSA 100% SUBMITTAL 05/01/2020 <br /> z 3-#4 ADDIT. <br /> 1 1= o (E5R 1817) W12" MIN. EMBED TYP. <br /> Q <br /> 1 1= 5 #4 @ 6" O.G. HORIZONTALDD <br /> @SGA TVP. 3" 3'-8" I= 10"d� PIPE 18" MIN. N STANDARD ADJUSTABLE MOUNTING <br /> =1 I m 1 ,n 5 I 5 BRACKET - 8 O.D. <br /> - WHEN PIPE LOCATION5 RUPT5 _ 3 ° v 5Q ALUMINUM REINFORCED COPOLYMER <br /> = I — #4 @ 6 O.G. VERTICAL N p = 3 3 <br /> aZ 1 I REINFORCING GRID, ADD (1) #4 6 ° ° N �w� POLYPROPYLENE RAIL 1 /" x 1 /" DIA. <br /> =1 11= 5 OPERATIONAL LEVEL 5 EA. 51DE x 48" LONG (MIN. 24" EA. e °, ua <br /> 0 0 SIDE OF �OF PIPE), LAP INTO - c, © STEEL REINFORCED COPOLYMER NO. REVISIONS DATE <br /> w GRID AT DISCONTINUED BARS. `y 5 wv POLYPROPYLENE RUNG 1%a" x 1%" DIA. <br /> m� TYPICAL 13j° ? �0 WITH MOLDED FINGER GRIPS, 12" G.G. <br /> �0 Lu ua� <br /> w� - 5CA WATERPROOFING PER SURGE CHAME3ER REINFORCING t, v � O ALUMINUM AND STEEL REINFORCED <br /> V) - tY SPECIFICATIONS AT PIPE PENETRATIONS - 11 >O COPOLYMER POLYPROPYLENE <br /> LLI m mLu <br /> 1211=11-0" (V 16h B 6 0 PULL-UP HANDRAIL. <br /> z Q N <br /> o� m <br /> II< f() m w N o <br /> no <br /> 00 1 11 <br /> Z <br /> III I II- N 19 <br /> N 3 3 0 <br /> -1 -1 SIDE SUJELLSEAL #5 <br /> �w _ _ _ _ <br /> =1 I =1 I =1 -1 I=1 I=1 WATER5TOP , , e DRAWN BY CHECKED BY <br /> 32 LAP LANE INTERNATIONAL NOTE: ° <br /> TYP. 7 CORPORATION' NFC I-1 11— I-1 I -1 1- ° ° ° o o NFC SJ F <br /> POLYPROPYLENE OMIT BOTTOM KEYWAYS <br /> PLAN VIEW 6A FRONT VIEW DATE ISSUED SCALE <br /> UJ 0 <br /> 00- VAULT LADDER WITH AND ALL WATER5TOP5 1 SIDE VIEW <br /> PULL-UP HANDRAIL. AND PROVIDE WOOD FLOAT #4 @ 6 O.G. E.W. 6A SECTION HANDRAIL IN HANDRAIL IN 05/01 /2020 AS NOTED <br /> Z COLOR TO BE BLACK. FINISH IF SHOTGRETE RETRACTED / RETRACTED / <br /> C6< CONSTRUCTION 15 USED EXTENDED POSITION EXTENDED POSITION PROD. NO. <br /> 1911000-1211 <br /> Lu <br /> SHEET NO. <br /> co <br /> Lu <br /> 6 SURGE CHAMBER 2"=1'-0° 7 SURGE CHAMBER ACCESS LADDER 2" SP-5 <br /> OF <br /> Q U <br /> DETAILS <br />