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Home My WebLink About4210-3.Ow ,D DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF 2. ALLOWABLE IA TERAL PASSIVE PRESSURE = 112 PCF 3. CONCRETEIGROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS AND SMALLER GRADE 60 FOR #5 AND LARGER 5. SEISMIJC - 7- ONE 4, 2 KM FROM TYPE A SOURCE. 6. 1500 PSI MASONR Y COMPR ESSION STRENGTH. HALF STRE55ES USED - NO SPECIAL INSPEC770N REQD. U.NO grolim, 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO SL UAIPED BLOCK MA Y BE USED 2. CONCRETE FOR F0077NG SHALL BE 1 PART CEMENT TO 2-112 PARTS SAND TO 3-112 PARTS GRAVEL WITH A MAXIMUM OF 1-112 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE 111V. Fc = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 84RS AND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED, 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 21 -A, 1 PART CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSESAND. CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW), WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MA Y BE WET -SET 1-112 " INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM M4 Y BE PLA CED TO EITHER EDGE OF THE TRENCH TYPE FOOTING 10, F0077NG MUST BE POURED ON OR INTO UNDISTURBED NA TURA L SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPEC77ON TO BE AFTER FOOTING TREITCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPEC77ON TO BE WHEN THE REQUIRED VE R TlC4L IS IN PLACEAND THE BLOCK WALL IS RE4DY TO GROUT 12. MAXIMUM CONTROL JOINT SPACING., 20'01C FOR WALLS TO BE MORTAR WASHED OR STUCCO COATED. 11'HIGH ORCO WALL SYSTEM SITE WAL A T CA L TRA NS A CCESS GA TE FOR REFERENCE ONL Y NTS I BASIS OF BEARINGS: LEGAL DESCRIPTION: 1� OWNER/DEVELOPER 1, CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO EASTERLY BOUNDARY LINE OF TRACT 14570. #4 CONT. HORZ R4R @ 24 01C SLUMPED BLOCK MA Y BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1122 BEING A PORTION OF SECTION 14, CENTEX HOMES AND 23, TOWNSHIP I NORTH, 1265 Corona Pointe Court #5 VERT DROP-IN BAR @ 16 TO ASTM C 150 TYPE 111V Fc = 2000 PSI RANGE 6 WEST, SAN BERNARDINO Corona, CA 92879 BASELINE AND MERIDIAN. Ph: (951) 479-9300 ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR Fax: (951) 273-2100 BENCH MARK REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. RERAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS L OCA TED. - --------- 5. CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID 3,, CLEAR GROUTED. 7 #6 DOWEL C&D 16" 01C USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SPECIAL INSPECTION REQD. LOOSE SAND. U Lw -.Or 141 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 A PARTS SA NO (GROUT MA Y CONTAIN 2 PAR TS 318 - PEA GRA VEL IF 7 WEATHER CONDMONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE !? CELL -51ZEIS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 N FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH L NA TURA L SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPA MON OF 90%. TWO WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE 12 01C READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CAL IS IN DAYS BEFORE - CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG You bir- LA MWDSC 3 INCH BRASS DISK STAMPED "33A 1992. ,2 NAVD 88 - 1508.56 (FEET) mamulahmm I Ow "D 1. CONCRETE BLOCK SHA L L CONFORM TO UBC STD. 21-4. ORCO SLUMPED BLOCK MA Y BE USED 2. CONCRETE FOR F-OOTfNGShALL BE 1 PART CEMENT TO 2-112 PARTS S4ND TO 3-112- PARTS GRAVEL WITH A MAXIMUM OF 1-112 GA VA, 5 QF WATER AW S49K PQRTLANO i-WEMENT SHALL CONFORM TO ASTM C 150 TYPE 111V, Fic = 2000 PSI 3. REINFORCING STEEL SHALL HE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER, PROVIDE 40 BAR DL4METER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. All' 11 5. CONCRETE BLOCK SHALL BE LA YED IN A RUNffflG` BOITD PATTERN WITH VER TICA L CON77NU17Y OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. Z USE OBP TYPE 5 MORTAR PROPORTIONED USING UBC TABLE NO. 21 -A. I PA R T CEME N T TO 112 PA R T LIME TO 4 -112 PA R TS DA MP, LOOSESAND. E IF vil zz CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE C700D GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAY BE WEF-SET 1-112 " INTO THE FOOTING WHILE 7 -HE CONCRETE IS PLASTIC, BLOCK STEM MA Y BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING 10� FOOTING MUST BE POURED ON OR INTO UNDISTURBED NA 77)RAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. FOR 80 MPH WIND @ EXPOSURE C 11'HIGH ORCO WALL SYSTEM SITE WAL FOR REFERENCE ONL Y NTS I i,WjUt=. WALL CAP. HF.IV757"- COVPi��*. - w BRICK CAP W1 77ES INTO CMU BELOW @ 16- 01C. USE 12 G4 G4LVANIZED WIRE LOOP 77ES @ 16" 01C DESIGN CRITERL4: 1. ALLOWABLE SOIL BE4RING PRESSURE = 2000 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 112 PCF 3. CONCRETEIGROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS AND SMALLER 6 GRADE 60 FOR #5 AND LARGER 5. SEISM11C - ZONE 4, 2 KM FROM TYPE A SOURCE. 6. 1500 PSI MASONR Y COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECT[ON REQD. U.N. 0 jil 111117 11 ,11 "'m �l�� j��&" 11' 11ii, I li" 7 11, lk I 91115iii! IN No'. evv6c-c:� "ISIF-elv- NO. e�o"42- -ra e;* L461 1-10411WA- lli�vczo pv -3v, vv�ZWY- laL,--F.,,VATlQW PARK SIDE -'sl;�- BRICK CAP W1 TIES INTO CMU BELOW @ 16 " 01C. USE 126A GAL VA NIZED WIRE LOOP TIES @ 16" OIC 8 " OR 10 " CMU PER DE TAILS FOOTING PER DETAILS HEREON TYPICAL PLANT -ON VENEER COLUMN (PILASTER) DETAIL FOR REFERENCE ONL Y B,*% - 0 NTS ��ltm wm_. W, CITY OF FONTANA, CALIFORNIA �AW PF- k1li E I Elih L L Ilep. 449 R.C.E. 51152 DATE: 0 Ln NOTES.' 1, CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. ORCO #4 CONT. HORZ R4R @ 24 01C SLUMPED BLOCK MA Y BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1122 FA R TS SA ND TO 3-112 FA R TS GRA VEL WITH A MAXIMUM OF 1- 112 GALLONS OF WATER PER SACK. PORTLAND CEMENTSHALL CONFORM #5 VERT DROP-IN BAR @ 16 TO ASTM C 150 TYPE 111V Fc = 2000 PSI O/c 3. REINFORCING STEEL SHA L L B E DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER, PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. RERAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS L OCA TED. - --------- 5. CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND X aEAR PATTERN WITH VER TICAL CONTINUITY OF THE CELLS UNO 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID 3,, CLEAR GROUTED. 7 #6 DOWEL C&D 16" 01C USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO. @ E4CH FACE OF 10" CMU 21 -A. 1 PART CEMENT TO 112 PART LIME TO 4-112 PAR TS DAMP, SPECIAL INSPECTION REQD. LOOSE SAND. U Lw -.Or 141 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 A PARTS SA NO (GROUT MA Y CONTAIN 2 PAR TS 318 - PEA GRA VEL IF 7 WEATHER CONDMONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED !? CELL -51ZEIS SUFFICIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGA TION OF THE CONSITUENTS - - ----- -=T TT/ 9. BL OCK S TEM MA Y BE WET -SET 1- 112 " INTO THE FOO TING WHIL E -7 THE CONCRETE 15 PLA577C. BLOCK STEM MA Y BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NA TURA L SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPA MON OF 90%. #4 HORZ CONT. 11, FIRST INSPECTION TOBEAFTER F0077NG TRENCHESARE " 12 01C READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VER77CAL IS IN PLACEAND THE BLOCK WALL IS READY TO GROUT 12. MAXIMUM CONTROL JOINT SPACING., 20'01C FOR WALLS TO BE MOR TAR WASHED OR STUCCO COATED. 0 0 jil 111117 11 ,11 "'m �l�� j��&" 11' 11ii, I li" 7 11, lk I 91115iii! IN No'. evv6c-c:� "ISIF-elv- NO. e�o"42- -ra e;* L461 1-10411WA- lli�vczo pv -3v, vv�ZWY- laL,--F.,,VATlQW PARK SIDE -'sl;�- BRICK CAP W1 TIES INTO CMU BELOW @ 16 " 01C. USE 126A GAL VA NIZED WIRE LOOP TIES @ 16" OIC 8 " OR 10 " CMU PER DE TAILS FOOTING PER DETAILS HEREON TYPICAL PLANT -ON VENEER COLUMN (PILASTER) DETAIL FOR REFERENCE ONL Y B,*% - 0 NTS ��ltm wm_. W, CITY OF FONTANA, CALIFORNIA �AW PF- k1li E I Elih L L Ilep. 449 R.C.E. 51152 DATE: 0 Ln