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CONCRETE (SEE NOTE 1) <br />CLASS 2 AGGREGATE BASE (SEE NOTE 2) <br />SUBGRADE <br />8" <br />6" <br />NOTES: <br />1.CAST IN-PLACE CONCRETE SHALL <br />CONFORM TO CALTRANS STANDARD <br />SPECIFICATIONS, SECTION 90. CONCRETE <br />SHALL HAVE A 28-DAY COMPRESSIVE <br />STRENGTH OF NOT LESS THAN 6,000 PSI. <br />2.AGGREGATE BASE SHALL CONFORM TO <br />CALTRANS SPECIFICATIONS, SECTION 26 <br />(AGGREGATE BASES) FOR CLASS 2 <br />MATERIAL. 1-1/2 INCH MAXIMUM PARTICLE <br />SIZE SHALL BE USED. <br />3.TRANSITION EDGE OF CONCRETE <br />PAVEMENT IN ACCORDANCE WITH <br />CALTRANS STANDARD PLANS P76 UNLESS <br />OTHERWISE DEPICTED ON THESE <br />DRAWINGS. <br />4.CONNECT EXISTING AND NEW CONCRETE <br />PAVEMENT USING TRANSVERSE <br />CONSTRUCTION JOINT IN ACCORDANCE <br />WITH CALTRANS STANDARD PLANS P10. <br />GEOGRID <br />PAVEMENTTHICKNESS 8"EQEQ(FIRST PLACEMENT)(SECOND PLACEMENT)PAVEMENTTHICKNESS 8"CONTRACTION JOINT <br />CONSTRUCTION JOINT <br />1/4" WIDE BY 1" DEEP SAWCUT. FILL WITH <br />PAVEMENT SEALANT. MAKE SAW CUT <br />IMMEDIATELY PRIOR TO INSTALLING <br />PAVEMENT SEALANT. <br />DRILL AND PLACE 3/4" DIA. DOWEL. <br />DOWELS TO BE 18" LONG <br />CENTERED WITH JOINT SPACE AT <br />18" ON CENTER. LIGHTLY OIL FULL <br />LENGTH OF DOWEL. <br />APPLY CURING COMPOUND TO SLAB <br />FACE AT A COVERAGE RATE OF 300 <br />SF MAX PER GALLON TO ACT AS A <br />BOND BREAKER AT LEAST 48 HOURS <br />PRIOR TO PLACING NEW SLAB. <br />PCC JOINT DETAIL BLOW-UP <br />PCC JOINT DETAIL BLOW-UP <br />NOTE: <br />JOINTS (CONSTRUCTION OR CONTROL) SHOULD BE LOCATED AT EACH GRID LINE LOCATION, A MAXIMUM OF 12 <br />FEET APART. ALL LONGITUDINAL OR TRANSVERSE CONTROL JOINTS SHOULD BE CONSTRUCTED BY <br />SAW-CUTTING, HAND FORMING (E.G. DEEP GROOVING) OR PLACING PRE-MOLDED FILLERS, SUCH AS ZIP STRIPS. <br />LONGITUDINAL OR TRANSVERSE CONSTRUCTION JOINTS SHOULD BE KEYED OR DOWELED TO MITIGATE <br />AGAINST DIFFERENTIAL MOVEMENT. ISOLATION JOINTS SHOULD BE USED TO ISOLATE FIXED OBJECTS <br />ABUTTING OR WITHIN THE PAVEMENT AREA. <br />1/2" <br />3/8" <br />SEALANT <br />NON-EXTRUDING PREMOLDED <br />COMPRESSIVE MATERIAL <br />ISOLATION JOINT DETAIL BLOW-UP <br />PAVEMENT SEALANT <br />CLOSED CELL BACK ROD. <br />TYPICALLY 1/8" TO 1/4" LARGER <br />THAN JOINT WIDTH. <br />1/4" SECOND <br />SAWCUT (IF <br />REQUIRED) <br />1/8" FIRST <br />SAWCUT <br />T/2 BUT NOT <br />LESS THAN 1/4" <br />1/8" <br />WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO <br />ALLOW CONCRETE SHRINKAGE TO OCCUR. IF <br />REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR TO <br />INSTALLING SEALANT TO ACHIEVE A 1/4" JOINT WIDTH. <br />ENSURE JOINT IS CLEAN, DRY AND SIDES PREPARED <br />PER MANUFACTURER'S RECOMMENDATIONS. <br />TOP OF PAVEMENT <br />NOTES: <br />1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT <br />SEALANT. <br />2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND <br />DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. <br />3.INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. <br />4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT <br />MANUFACTURER'S REQUIREMENTS. <br />PCC JOINT DETAIL BLOW-UP (TYP.)PAVEMENTTHICKNESS 8"EQEQREINFORCING STEEL <br />DISCONTINUED 2" FROM JOINT <br />3/4" SMOOTH DOWN ONE SIDE <br />LUBRICATED AT 12" ON CENTER <br />NON-EXTRUDING PREMOLDED <br />COMPRESSIVE MATERIAL <br />ISOLATION JOINT DETAIL <br />BLOW-UP <br />ISOLATION JOINT <br />GEOTEXTILE <br />12" <br />6" <br />16" <br />14" <br />5" <br />8" <br />6" <br />STEEL REINFORCING BARS. <br />SEE CONCRETE DETAILS <br />1/4" TOOLED JOINT (TYP) <br />AC PAVEMENT SECTION, <br />SEE SECTION <br />CLASS 2 <br />AGGREGATE BASE <br />12" COMPACTED <br />SUBGRADE (95% R.C.) <br />NOTES: <br />1.DO NOT SAW CUT JOINTS. <br />GEOGRID <br />A <br />6 <br />11-18SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: OAKLAND, CALIFORNIADateAppdChkdSCALE HOUSE RELOCATION PLANReferences:Rev <br />SheetLEWIS ENGINEERING7 CONCRETE PAVEMENT DETAILSSCALE: <br />DETAIL 2 - CONCRETE PAVEMENT SECTION <br />1" = 1' <br />SCALE: <br />CONCRETE JOINT DETAILS <br />1" = 1' <br />SCALE: <br />CONCRETE TO AC PAVEMENT JOIN <br />1" = 1'