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FACE OF CURB DRIVEWAY <br /> (TYP.) 34'MAX. <br /> R!W <br /> i <br /> SCORE WEAKENED 3'MIN <br /> PLANE JOINT <br /> DIRECTION OF <br /> BROOM FINISH <br /> TOP OF 3' 3' <br /> CURB <br /> 40'MAX.APPROACH WIDTH <br /> PLAN <br /> N.T.S. <br /> PROFILE <br /> N.T.S. 10' <br /> 2' <br /> RAMP VARIES T MIN. <br /> 1 112" S=MAX.1/4"IN 1' <br /> 1.. c <br /> • _ - #4 REBAR <br /> o N 12"O.C.-E.W. <br /> —11 I ill-1 I Imo-I I-I 4., <br /> - - —I 6"CLASS 2 AGG. BASE <br /> COMPACTED TO 95% <br /> 18" EBA E.W. 6"OF 90%COMPACTED <br /> TYPICAL 6 SECTION NATIVE <br /> N.T.S. <br /> I <br /> NOTES: <br /> ! 1. COMMERCIAL DRIVEWAY APPROACH SHALL NOT EXCEED 34' <br /> 2. TOP 6"OF NATIVE SUBGRADE SHALL BE COMPACTED TO 90%OR MOISTENED IF UNDISTURBED. <br /> SUBGRADE COMPACTION SHALL BE APPROVED BY THE CITY ENGINEER. <br /> 3. CONCRETE SHALL BE FIVE SACK CLASS"B",2500 PSI AT 28 DAYS: 3/4"MAXIMUM AGGREGATE SIZE, <br /> 4"MAXIMUM SLUMP AT TIME OF PLACEMENT WITH 1/2 LB LAMPBLACK PER YARD. <br /> 4. SIDEWALK,GUTTERS, ISLANDS AND DRIVEWAY SHALL HAVE SURFACE FREE OF BLEMISHES OR <br /> IRREGULARITIES.THE SURFACE SHALL NOT VARY MORE THAN 1/4"(S.P.126)FROM A 10'STRAIGHT EDGE <br /> EXCEPT AT GRADE CHANGES. <br /> 5. ALL EXPOSED CORNERS SHALL HAVE A 1/2"RADIUS. <br /> 6. CONCRETE SHALL HAVE A LIGHT BROOM FINISH AND AN IMPERVIOUS MEMBRANE OR SPRAY CURING <br /> COMPOUND APPLIED AT 1 GALJ150 SQ.FT. CURING COMPOUND SHALL BE WHITE PIGMENTED,TYPE 2, <br /> CONFORMING TO ASTM C309,CLASS B. APPLY IMMEDIATELY AFTER MOISTURE SHEEN DISAPPEARS. <br /> 7. WEAKENED PLANE JOINT SPACING NOT TO EXCEED 8'. <br /> 8. IN EXISTING STREETS,ASPHALT SHALL BE SAW CUT ALONG LIMITS APROVED BY THE INSPECTOR, 12" <br /> MINIMUM FROM LIP OF GUTTER. REPLACE AC WITH 3"AC OVER 12"AB. <br /> CITY OF TRACY <br /> �rREVIEWED BY: SSTAANDARD 133 <br /> CITY ENGINEER RCE 37186 No. <br /> TRACY Res No. 2008-255 DATE: <br /> ,. 6 COMMERCIAL <br /> W. Rev: Rev: <br /> DRIVEWAY APPROACH <br /> 7'hinl:inside Vic Triangle"` Rev: Rev: <br />