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Home My WebLink About4923-29WATERPI. (4) ANCHOR 5OLT5 REF COMPONENT SPECS CSF VENDOR) Po -#4. X 22" LONG MA> O.C. VERT. 4-#3 CIRCULAR TIES � MAX (o" O.C. W/ MIN 11i," COVER 0) REFER TO TEMPLATE FOR DETAILS TPW-03002 (121[x U I II - 2 -0 PLAN VIEW 4500 P.5.1. CONCRETE PROVIDE GRANULAR SASE BETWEEN FOOTING AND COMPACTED 5U5GRADE. FOOTING 'C' 38PROVIDE A MINIMUM OF TWO (2) 1i2" DIA. WEEP HOLES AT EACH OF THE 4 0 GSF o FLUSH CAST ALUMINUM DROP HANDLEI CHECKED BY: o A 0 0 '- 0 0 0 V a . (FOUR) SIDES OF THE DMP GSF CHANNEL. GSF CHECKED BY: U WIRE MESH FOR CASTING '- 0 MATERIAL V a . 1'/2. II_�I_01I i!J CONCRETE INFILL ],411 SMOOTH 3011 CR055-SECTION MANHOLE 28" CLEAR OPENINGWATERTIGHT df PLUG STAINLESS STEEL SLAM LOCK REMOVABLE KEY NOTE: WRENC 1. MATERIAL: ALUMINUM WITH STAINLESS STEEL BOLTS, NUTS, SPRINGS, SLAM LOCK, HINGES 4 5TAINLE55 STEEL HOI,p}=EN ARM. AUTOMATIC HOLD 2. LOAFING: 300 L55. PER 5Q. FOOT. OPEN ARM WITH 3. BITUMINOUS COATING 15 APPLIED 1/2 ,4" D1D VINYL GRIP TO AREA OF FRAME IN CONTACT DEEP 1/211 DIA HOLE AT WITH CONCRETE. HO TYP, BOTTOM OF DRIP STAINLESS CHANNE C TYP.) 4. HINGES TO 8E LOCATED o STEEL OPPOSITE LADDER RUNGS. o o �' CONTINUOUS 5TAINLE55 `' . = HINGE . v. STEEL SPRINGS Qa .0 .1 MANHOLE SHALL 5E U.S.F. FABRICATION INC. RUNG LADDER #R -TPS -300-38x38 ALUMINUM. 30" 1(800)258-6813. 4 • SECTION q. BALANCE TANK MANHOLE 111.11.011 POLYURETHANE SEALANT PER SPECIFICATIONS. A a. a p USE AT ALL AREAS AGAINST a'. WALLS OR STRUCTURES #4 Q 12 " O.G. E.W. TYP. b _z m� %3" PRE-MOLDEDEXPANSION I JOINT MATERIAL /2 RAD IUS MAX ALL JOINTS UNLESS -�, OTHER- WI5E COIL '/4" x %3" TOOLED JOINT, 1/4" MAX. RADIUS. SEAL WITH SEALANT PER SPEC. C311 SEALANT OVER C MIN. 'GREENSTREAK' SPEED iRE-MOLDED EXPANSION �_-7 r_ DOWEL SLEEVE AND 5A5E JOINT MATERIAL _ ALL .JOINTS AS , A NOTED ON DECK = PLAN D � .a ..,•� a p #4 x 18" LONG 1211 O.C. _t REBAR �, �-0 T 0 3 3 1/211 NOTE5: EXFAN51ON JOINT WITH TU10 1, ALL EXPANS(ON JOINTS MUST � FULL FART POLYURETHANE GUN 15E GRADE SEALANT PER SPEC;DEPTH OF THE CONCRETE SECTION. 2. PROVIDE MIN. (o INCHES OF 3/411 CRUSHED ROCK UNDER WET PLAT SACKER ROD AS DECK TYP. RECOMMENDED BY SPECIFIED SEALANT MANUFACTURED 6 ®E -CK DETAILS 11/21.11.011 #4,9(o" O.C. VERT. CENTERED (TYP. ALL WALLS #4 (o1 I O.C. HORI CENTERED �`V QII �1_g11 COMfi Oi`1ENT MAY NOT 5E EXACTLY AS SHOWN 4500 1=.5.1. CONCRE 31_/j111 PLAN VIEW 4 1 0 #4 12" OC EW CENTERED IN (o" CONCRETE 5LA8 I DOUGHNUT/GROUP VOLCANO FOOTING PLAN VIEW �4) EXFIAN51ON 5OLT5 EFER. TO COMPONENT ISTALLATION 21/21, DEEP SPEC IF I ED 5*r VENDOR) FOOTING 'D' 12 CC EW PROVIDE GRANULAR 5A5E SET WEEN FOOTING AND COMPACTED 5USGRADE. 3/41I_1I_01I 1n%11 1/111 X11 r r11 (0" 5CH 40 PVC PIPE N.D.5. #12308.12" 5Q. 5RA55 GRATE, W/ VANDAL PROOF UTILIZE WITH N.D.S. 12"x12" CATCH 5A51N 1225 5ERIE5 (FOR FORM) 1 (800) 12(o -1994. MAX. GRATE SLOT WIDTH 1=1 I 1=1 11= SLOT DRa411V CL.Ee41V OUT -2-#4 EA. WAS' (0" MIN. 111 11 _ /ij 11 ---- #8 x 11/2'' SHEET METAL DECK DRAIN SLOT.I5AWCUT STAINLESS STEEL SCREWS 1,411 W/DOUBLE BLADE /4 TOTAL EA. SIDE OF SLOT DRAIN WIDTH. EASE EXPOSED EDGES MAX. Q 12" O.C. AFTER CUT. 111_11,211 111_11,2 14411 MAX RADIUS 5L 11,211 MIN. 50 5ARSL DIA, LAP I4 11,1, a d 4 TYP.- 4 a a MIN., .4 4 G14III .. d (0II III 5CH-40 PVC PIPING i _ #412"O.C.E.W. COLD JOINT OPTIONAL 811 MIN. SLOT DRAIN 111=11_011 SLOT ®FAIN 111.1 1.011 QUARTEFTURN CAPTIVE HEX HEAD LOCK SCREW CrYp OF 2 ) A -24" x 24"ADA ` COMPLIANT I� 51KID-RE515TANT GRATE v I i STAINLESS STEEL DE5R15 STRAINER sD ° °°op000 / ° / ° °goe000 ° ° pO000000o no FINE ME31A ° ° o z 5TRAINER 51 -OPE FLOOR' 2 I _ 11 AS6EM5LY 10 TO SUMP d Q ,... 71 a 811 PIPE / -° . • INTEGRAL cv 5ED IMENT COLLECTION AREA °RAIN DIVERTER CONNECTION TO STORM t 0 LEGEND O.C. = ON CENTER E.W. = EACH WAS' 'NEXTEP' "WT354 RUNG LADDER OR EQUAL NORTH 5AFFL•E THREADED FLOOR PLUG •4" PIPE SECTION A -A MAINTENANCE MINIM-IZER NosCaLr= 1011 81-011 1011 10 10 10 72 BAR DIA LAP TYP, FIELD 5END REINF. E.W. CENTERED (-;:III-III #4,@(o 1 O.C. E.W. - CENTERED '/11=1 2 ![L// II=III III !II=III= OPERATIONAL LEVEL -1 I I- SWELLSEAL #0 WATERSTOP XYFEX, AQUAFIN, HYCRETE WATERPROOFING SYSTEM CONCRETE ADDITIVE OR APPROVED EQUAL. MIX AND 04o(o11 O.C. E.W. sD, APPLE' PER MANUFACTURER'S RECOMMENDATIONS FOR CENTERED SPECIFIC APPLICATION. COLOR SHALL BE GR4r. a� SWELLSEAL #8 =1 I I=1 I I=1 I WATER5TOF I --III III - SECTION VIEW BONDING CLAMP PER 5PEC'5 I I PE I FF :,'Ay+,,,C; �ii� r. :l h 1'.�:-.r_;�:q.. x'yf'1•�V`ti' S � Y' t �n ti, {a1 \'�� i'j w•,lY,', �y,1\ 7';µf•: �N�{�;�Y r .�� J� '1tyT• :h i:j r`� l�i�'h x.51 L A N D S C A P E ARCH I T E C T U R E 310 N. JOY STREET CORONA, CA 92879 T: 951.737.1 124 F: 951.737.6551 E. 41/441, i"it 2 1? SIGNATURE n y 9/30/13 EXP. DATE OF CA CONSULTANT STA/IP: SED ARC,y J . FF,q /TFn N 222 Q- RE /31/13 PROJECT: MARTIN TUDOR AQUATIC CENTER PREPARED FOR: C IST Y OF CITY OF FONTANA G,. l' 16489 ORANGE WAY FONTANA, CA. 92335 CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. PROGRESS SET 8-1-11 2. FIRST PLAN CHECK SUBMITTAL 10-3-11 3. SECOND PLAN CHECK SUBMITTAL 11-09-11 4. FOURTH PLAN CHECK SUBMITTAL 01-10-12 5. 6. 7. 8. DELTA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DATE PREPARED: 01-10-12 DRAWING SCALE: DRAWN BY: GSF DESIGNED BY: GSF CHECKED BY: SJF '- 0 5" 'NEXTEP' "WT354 RUNG LADDER OR EQUAL NORTH 5AFFL•E THREADED FLOOR PLUG •4" PIPE SECTION A -A MAINTENANCE MINIM-IZER NosCaLr= 1011 81-011 1011 10 10 10 72 BAR DIA LAP TYP, FIELD 5END REINF. E.W. CENTERED (-;:III-III #4,@(o 1 O.C. E.W. - CENTERED '/11=1 2 ![L// II=III III !II=III= OPERATIONAL LEVEL -1 I I- SWELLSEAL #0 WATERSTOP XYFEX, AQUAFIN, HYCRETE WATERPROOFING SYSTEM CONCRETE ADDITIVE OR APPROVED EQUAL. MIX AND 04o(o11 O.C. E.W. sD, APPLE' PER MANUFACTURER'S RECOMMENDATIONS FOR CENTERED SPECIFIC APPLICATION. COLOR SHALL BE GR4r. a� SWELLSEAL #8 =1 I I=1 I I=1 I WATER5TOF I --III III - SECTION VIEW BONDING CLAMP PER 5PEC'5 I I PE I FF :,'Ay+,,,C; �ii� r. :l h 1'.�:-.r_;�:q.. x'yf'1•�V`ti' S � Y' t �n ti, {a1 \'�� i'j w•,lY,', �y,1\ 7';µf•: �N�{�;�Y r .�� J� '1tyT• :h i:j r`� l�i�'h x.51 L A N D S C A P E ARCH I T E C T U R E 310 N. JOY STREET CORONA, CA 92879 T: 951.737.1 124 F: 951.737.6551 E. 41/441, i"it 2 1? SIGNATURE n y 9/30/13 EXP. DATE OF CA CONSULTANT STA/IP: SED ARC,y J . FF,q /TFn N 222 Q- RE /31/13 PROJECT: MARTIN TUDOR AQUATIC CENTER PREPARED FOR: C IST Y OF CITY OF FONTANA G,. l' 16489 ORANGE WAY FONTANA, CA. 92335 CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. PROGRESS SET 8-1-11 2. FIRST PLAN CHECK SUBMITTAL 10-3-11 3. SECOND PLAN CHECK SUBMITTAL 11-09-11 4. FOURTH PLAN CHECK SUBMITTAL 01-10-12 5. 6. 7. 8. DELTA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DATE PREPARED: 01-10-12 DRAWING SCALE: DRAWN BY: GSF DESIGNED BY: GSF CHECKED BY: SJF BMLA PROJECT NO.' 10011210 v A D TYPICAL DECK REINFORCING DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY BONDPLAY UNDERGROUND SERVICE ALERT APPARATUS TYP. A Q U A T I BCN®ItVG CLAMP DESIGN GROUP No SCALE 2226 FARADAY AVE., CARLSBAD, CA 92008 Tel 760.438.8400 Fax 760.438.5251 SHEET DESCRIPTION: DETAILS BONDING DETAILS AS NOTED CITY OF FONTANA DRAWN BY: PROJECT NAME GSF MARTIN TUDOR WATER PARK DESIGNED BY: DATE: SJF, GSF 11/09/2011 wp=5 na .Aw ..m CHECKED BY: APPRO ♦ DWG NO. 29 SJF 51152 R . . 923 7 37 ♦ 5 12 Sheet ®f