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x <br />4.0 I f <br />I <br />' 15.0' 1 4.2' <br />10.0' <br />R=25 f <br />R/W <br />IN,---i 5.1 ' �-- R=16 R/W � --- ---- -- —a cam— �--- <br />/ DWY13 I 14.0' I 14 — T <br />EDVn15 <br />3.8' <br />"LSR" 75+93 to 76+63 Lt <br />7.1' <br />DWY09 I R=15' —� T I rR <br />15/ R=15' IR=15'R/W T�I9.011`'8.0' 9.0 <br />1 <br />f i <br />"LSR" 62+86 to 63+26 Rt <br />I <br />R=5' <br />R/W2I <br />/ 06 <br />rN <br />1. 7.0' i.o' � ' � I - <br />R-9.2 1 1 <br />i4 �i <br />R/W <br />-4R=15' <br />f DwYo7 <br />9.8' \ <br />"LSR" 38+85 to 39+ 17 Lt <br />R/W R/W - R/W <br />.71 DWY35 <br />R=25' R=25' \ <br />R/W - I — <br />R=25 R=25' \ <br />R=15 R=15' <br />- — — 4.5' — — <br />"LSR" 98+54 to 98+86 Lt <br />--i i--- 2.8' <br />"LSR" 89+03 to 89+45 Lt <br />3.6' --j �-- <br />Va r <br />M % 109; Max �� �.--� R=12' <br />W 1.0' DWY19 R=12' DWY21 <br />DRIVEWAY — 1 <br />R=25 I 1.0 \ R=15 RESIDENTIAL SECTION / <br />/ R=25' COMMERCIAL ROAD W R W <br />L EXIST NG SECTION <br />o UNLESS OTHERWISE <br />9 / f A SPECIFIED <br />_ \ Var <br />2% 10% Max ' 1 122.0 22.0' <br />T—f— <br />q DRIVEWAY ® EP I <br />jt <br />DRIV <br />SF:.(, <br />9E.0' I I I <br />li <br />I9_0 <br />N PLAN A CTION <br />W <br />NOTE: SECTION ( 1 <br />FOR R. W, AND L, SEE DRIVEWAY <br />I <br />0 TABLE SHEET CD-4 FOR DRIVEWAY 1 SECTION A —A I <br />II I i i <br />TYPICAL SECTION, SEE SHEET X-6. X-6 <br />0 <br />3 <br />TYPICAL DRIVEWAY DETAIL "LSR" 89+03 to 89+38 R - t <br />N_ <br />Lj DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 1" <br />A. MacGREGOR 6/14 ~� COUNTY OF SAN JOA UIN SCALE: NTS <br />TORADO 6/14 R • YO S H I M U RA 6/ 14 C. K. H 0 LT 6/ 14 ON ORIGINAL SCALE DRAWING ADJUST SCALED Q <br />DIMENSIONS IF THIS DOES NOT SCALE AT 1" <br />R=25' <br />R/W <br />"LSR" 104+66 Lt <br />x I <br />1.01" <br />I <br />R/W R 15 <br />T <br />V — R=25' <br />R=5' <br />� r— <br />R=15' DWY52 <br />' ► 1.0 <br />4 � <br />TT <br />R/ <br />R=25' <br />DWY54 \ \ <br />"LSR" 129+03 to 129+28 Lt <br />3.9' � <br />R=15' DWY46 R=15' R=15' DWY47 R=15' <br />4 <br />f <br />I 1.0 1 I 11.0 <br />"LSR" 123+52 to 123+78 Rt <br />- — 3.4' R=8' DW,-- — - <br />R=15' \ DWY39 I Y40 / R=15' <br />\ R=15' \ R=15' <br />R/W R/W - <br />1.0' f I 1.0' <br />I <br />"LSR" 1 1 1+ 16 to 1 1 1 +54 Rt <br />CD- <br />3 <br />PMMA <br />AOMMIRES <br />mmIlIoft- <br />8119WCfCEPJWff <br />2329 Gateway Ooks Drive <br />SACRA,WENTO, C4L/FORIVIA 95833 <br />Teie: 916-567-2500 <br />Fax 916-925-3517 <br />CONSTRUCTION DETAILS <br />• '• <br />DEPARTMENT OF PUBLIC WORKS <br />• Am ra <br />C 7 483 <br />:•E P06/30/15•: * SAN JOAQUIN COUNTY, CALIFORNIA <br />(1•.• CIVIL •: <br />IT <br />HEET <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNO. SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 37 87 <br />