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THICKEN SLAB AT EDOE5, <br />TYPICAL AS 5HONN. <br />O <br />EXISTIN6 ADJACENT <br />PAVING (CONCRETE, <br />ASPHALT OR EXI5TIN6 <br />CURBING) <br />1.25 D 1.25 D INSTALL A 2" BATTER <br />WHERE ADJACENT TO <br />PROP. A.G. PAVIN6. <br />THICKENED SLAB EDGE <br />DETAIL A <br />NO SCALE <br />5AW OR PREMOLDED <br />STRIP, PLACE JOINT <br />VIZ SEALER AFTER GONG. <br />p Y 15 CURED. <br />TYPICAL CRACK CONTROL JOINT <br />VETA I L B <br />NO SCALE <br />JOINT SEALER <br />NRAP W/ BUILDIN6 PAPER <br />a OR 6REASE ONE END TO <br />-.`.-. ALLOW FOR MOVEMENT <br />5/8" DIA. x 36" SMOOTH <br />DOWEL AT 24" 0. C. <br />DOWEL <br />THICKEN SLAB, SIM. TO <br />THICKENED ED6E DETAIL <br />COMPACTED NATIVE <br />KEY <br />JOINT SEALER <br />INSTALL A 3 1/2" x 1 112" <br />KEY AS SHOWN, W 1:4 SLOPES <br />NOTE <br />ALL COLD JOINTS SHALL BE EITHER <br />KEYED OR DOWELED AS PER THIS DETAIL. <br />TYPICAL COLD JOINTS <br />DETA I L G <br />NO SCALE <br />6ENERAL NOTES <br />1. CRACK CONTROL JOINTS SHALL BE PLACED AT THE LOCATIONS AS SHOWN <br />ON THE PLAN. JOINTS SHALL PENETRATE A MINIMUM OF ONE OUARTER <br />OF THE DEPTH OF THE CONCRETE SLAB. THE CONTROL JOINTS SHALL <br />BE LOCATED TO ALI6N WITH THE EXI5TIN6 FACILITIE75 SHOWN ON THE <br />PLANS. IF ADDITIONAL STRUCTURES ARE FOUND TO EX15T, CONTACT <br />THE EN6INEER. <br />2. ALL CRACK AND CONSTRUCTION JOINT5 SHALL BE SEALED KITH AN <br />APPROPRIATE JOINT SEALER TO PREVENT NATER SEEPA6E. <br />3. ALL COLD OR CONSTRUCTION JOINTS SHALL BE EITHER KEYED OR <br />DOYE:LED AS SHOWN ON THE DETAILS. <br />1. CONCRETE: PORTLAND GEMENT CONCRETE PAVING SHALL BE CLA55 B <br />AS DEFINED IN THE STATE OF CALIFORNIA STANDARDS, WITH A 26 <br />DAY COMPRESSIVE 5TRENOTH OF 2,502 POUNDS PER SQUARE INCH AS <br />A MINIMUM, AND A MAXIMUM SLUMP OF 3 INCHES. CONCRETE SHALL <br />CON515T OF A 5 SACK MIXTURE OF PORTLAND GEMENT, NATER, AND <br />A65RE6ATE. PORTLAND GEMENT SHALL BE TYPE II. A66RE6ATE5 <br />SHALL BE MASHED BEFORE USE AND BE FREE FROM ANY FOREI6N <br />MATTER. <br />2. THE A66RESATE5 SHALL BE 6RADED TO PROVIDE A PLASTIC, <br />WORKABLE MIXTURE OF MAXIMUM DEN517Y WITH A MAXIMUM SIZE <br />A66RE6ATE OF 3/4 INCHES. THE WATER SHALL BE POTABLE AND NO <br />ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF THE EN6INEER. <br />THE GEMENT, NATER AND A65RE6ATE5 SHALL BE COMBINED AT THE <br />BATCH PLANT AND BE THOROU6HLY MIXED. NO WATER SHALL BE <br />ADDED TO THE MIXTURE AFTER LEAVIN6 THE BATCH PLANT WITHOUT <br />APPROVAL OF THE ENGINEER. ALL CONCRETE SHALL BE PLACED <br />WITHIN 90 MINUTES AFTER THE INTRODUCTION OF NATER TO THE <br />CEMENT. THE TEMPERATURE OF THE CONCRETE SHALL NOT BE LE -55 <br />THAN 50 DEGREES FAHRENHEIT AND NOT MORE THAN 90 DE6REE5 <br />FAHRENHEIT. <br />3. THE CONCRETE SHALL BE CONSOLIDATED BY VIBRATING. CONCRETE <br />NHICH HAS ROCK POCKETS OR HONEY COMBIN6 AFTER CURING SHALL <br />BE REMOVED AND REPLACED. <br />4. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECTION <br />90-7.010 OF THE STATE OF CALIFORNIA STANDARDS AND VEHICULAR <br />TRAFFIC SHOULD NOT BE ALLOWED FOR 3 DAYS (AUTOMOBILE <br />TRAFFIC) OR 7 DAY5 (TRUCK TRAFFIC). <br />5. THE 5" THICK CONCRETE PAVEMENT SHALL BE REINFORCED KITH <br />"FIBEWE5H STEALTH E3" POLYPROPYLENE FIBER, OR AN APPROVED <br />EQUAL. THE APPLICATION RATE SHALL BE A MINIMUM OF 1.0 POUND <br />PER 60616 YARD AND SHALL BE MIXED AS PER THE MANUFAC7URER5 <br />REGOMMENDATION5. <br />6. IF "FIBERME5H" 15 NOT USED AND AN EQUAL 15 PROVIDED, <br />SUBMITTALS KITH SPECIFICATIONS SHALL BE SUPPLIED BY THE <br />CONTRACTOR FOR APPROVAL BY THE EN6INEER BEFORE USE ON THIS <br />PROJECT. <br />7. CRACK CONTROL JOINTS SHALL BE PLACED AT 12 FOOT MAXIMUM <br />INTERVALS AND SHALL PENETRATE THE CONCRETE SLAB A MINIMUM <br />OF 1/4 OF THE SLAB THICKNESS. <br />10, <br />20' <br />Im <br />LINK OATE5 AS PER SAN JOAGUIN <br />COUNTY STANDARDS, DRAWING NO. <br />0-12, KITH KNOX LOCK AS APPROVED <br />BY THE FIRE MARSHALL, ONE W31 ON <br />THE NORTH 6ATE AND ONE CALIFORNIA <br />HI6HWAY CODE TYPE NR (24" x 24') <br />CENTERED ON EACH GATE. INSTALL <br />12 L.F. - STANDARD BARRICADE <br />BETWEEN THE SOUTH 6ATE P05T AND <br />THE SOUTH EDGE OF PAVEMENT, AS <br />SHOWN. <br />CRACK CONTROL <br />�OR COLD JOINT <br />5' P.G.G. OVER— SEE DETAILA,J <br />NATIVE, CO FACT67 TH15 SHEET, FOR <br />TO 95% R. D. THICKENED ED6E <br />DETAIL <br />m <br />m <br />TYPICAL GROSS SECTION <br />EMER6ENG1' ACCESS R EG0 RD D R INAf1 N G <br />NO SCALE <br />? �Z/ TIZ � <br />,.,rk <br />Y <br />m <br />_0 <br />z <br />0 <br />a <br />0 <br />z <br />0 <br />N <br />e <br />kv <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49@6 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3D07 <br />DRAWN BY: J. 5. H <br />DAre 6/14/05 <br />SCALE: 1 "=20' <br />DWG: 246-BREA <br />CHECKED: K{'N <br />]OB a 296E-04 <br />SHEET 38 <br />OF 45 <br />P <br />P <br />W <br />Z <br />2 <br />�. <br />�wM� <br />p1 <br />C7 <br />a <br />0 <br />z <br />(m <br />(�7D <br />W <br />V <br />0) <br />o J <br />w <br />o <br />=8� <br />OW <br />Z <br />a) <br />C <br />M <br />/� <br />��V/ �) <br />( f <br />%� <br />N 1!f <br />V I <br />z <br />LLQ <br />Q <br />WN <br />a <br />kv <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49@6 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3D07 <br />DRAWN BY: J. 5. H <br />DAre 6/14/05 <br />SCALE: 1 "=20' <br />DWG: 246-BREA <br />CHECKED: K{'N <br />]OB a 296E-04 <br />SHEET 38 <br />OF 45 <br />