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"A" 17+00.00 to 17+40.00 <br />( [-D]& COLD PLANE AC PAVEMENT) <br />R/W "A" LI N E <br />R/W <br />30' <br />EP <br />(E)EP <br />Var <br />3,-0, <br />OG GRADE TO <br />CONFORM <br />DITCH EMBANKMENT <br />I <br />12'— <br />WB LANE <br />2% <br />— 12' <br />EB LANE <br />7q <br />"A" 16+02.00 to 17+00.00 <br />"A" LINE <br />30' <br />(E)EP <br />ETW <br />V <br />4'—ar5' <br />HP HP <br />2' Var Var 2' <br />SH SH <br />BK BK <br />MATCH <br />8% <br />Exist 8q <br />NOTE: <br />E SEE SHEETS CD-3 AND CD-4 <br />FOR DRIVEWAY DETAILS. <br />TYPICAL DRIVEWAY <br />---- 30' & Var 30' & Var <br />FL HP EP EP HP FL <br />Var 16' 16' - Var <br />7' - 2' ETW ETW 3' -1 ' <br />2' 4' 12' 12' 4' 2' <br />SH WB LANE EB LANE SH <br />BK BK <br />2% 2% <br />OG 8% & Var & Var t <br />OG <br />R/W <br />R/W <br />DITCH EMBANKMENT „�,���„� DITCH EMBANKMENT <br />ROADWAY �M=ACWT <br />EMBANKMENT "A" 15+26.00 to 16+02.00 A <br />"A" 14+44.00 to 15+26.00 (LOWER SACRAMENTO ROAD INTERSECTION) <br />"A" 13+00.00 to 14+44.00 <br />R/W <br />— — OG <br />DITCH EMBANKMENT <br />CL <br />"A" LINE <br />30' & Var <br />FL HP EP <br />V <br />30' & Var <br />EP HP (E)FL <br />ar - _ — Var <br />9'-4' 8'-10' <br />16' <br />16' <br />ETW ETW <br />2' Var 12' 12' Var 2' <br />SH 1'-4' SAWCUTWB LANE EB LANE 1'-4' SH <br />BK SAWCUT BK <br />Var Var <br />1'-6' 1'-4' <br />(E)EP (E)EP <br />1 ' 2% 2% 1 ' <br />8% &—Var <br />y <br />IBI—' ICI—'— - — — — — — 7-4_B <br />R/W <br />OG — <br />DITCH EMBANKMENT <br />"A" 12+00.00 to 13+00.00 <br />"A" 11 +60.00 to 12+00.00 FD_1& COLD PLANE AC PAVEMENT) <br />ARMSTRONG ROAD <br />FOR NOTES AND LEGEND SEE DRAWING X-1. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />A. MacGREGOR 6/14 <br />T <br />ORADO 6/14 R. • YO S H I M U RA 6/ 14 C. K. . H 0 LT 6/ 14 DIMENSIONS ON L IFCALE T S DOES INNOTDJUST SCALE AT SCALED <br />COUNTY OF SAN JOAQUIN <br />HP FL FL R/W <br />3.5' Var Var <br />2% 8% CATCH POINT <br />--- S.� 0 R/W <br />�0:0 OG <br />ROADWAY EMBANKMENT 1' Min <br />DDITCH EMBANKMENT <br />ITCH EMBANKMENT <br />FILL <br />EP HP R/W <br />--/\V-- AC/AB 2' 12' <br />PER STRUCTURAL SH EARTH DITCH <br />SECTION BK FL FL <br />3.5' Va r Var <br />5' Max 3.5' <br />2% Min OG <br />CATCH POINT <br />ROADWAY EMBANKMENT ® R/W <br />DITCH EMBANKMENT CUT <br />NOTE: <br />SEE LAYOUT SHEETS FOR STATIONING, OFFSETS AND <br />ELEVATIONS TO EARTH DITCH FL. <br />TYPICAL EARTH DITCH DETAIL <br />RIGHT SIDE SHOWN, MIRROR FOR LEFT SIDE <br />R/W <br />EP HP <br />--�— AC/AB 2' <br />PER STRUCTURAL SH <br />SECTION BK <br />I <br />y <br />"M" LINE <br />25' <br />(E)EP (E)EP <br />12' 9' <br />WB LANE EB LANE <br />(E) Rdwy � <br />2' <br />R/W <br />R/W <br />12' <br />UTILITY AREA <br />UTILITY AREA Var <br />HP CAD R/W <br />47�__2_ <br />2' 1 <br />1' Min AB CLASS 2 <br />95% COMPACTION <br />— � OG <br />NOTE: <br />SEE LAYOUT SHEETS FOR STATIONING AND OFFSETS. <br />TYPICAL UTILITY AREA DETAIL <br />RIGHT SIDE SHOWN, MIRROR FOR LEFT SIDE <br />25' <br />"M" 6+42.00 to 7+00.00 <br />"M" 6+22.00 to 6+42.00 (D & COLD PLANE AC PAVEMENT) <br />R/W <br />25' & Var <br />FL HP EP <br />Var <br />4'-1' ETW <br />2' 4' <br />SH <br />BK <br />B% <br />4.A <br />"M" LINE <br />16' <br />— 12' <br />WB LANE <br />(E) Rdwy ITL <br />e) 1 ' <br />16' <br />—12'— <br />EB LANE <br />25' & Var <br />EP HP FL <br />Var <br />ETW 5'-3' <br />42' <br />SH <br />BK <br />8% <br />R/W <br />*4 ���- ►t <br />OG <br />DITCH EMBANKMENT)JLROADWAY AH <br />�� �� DITCH EMBANKMENT <br />EMBANKMENT ROADWAY <br />"M"5+41.00 tOC)+LL.00 EMBANKMENT <br />"M" 5+00.00 to 5+41.00 (LOWER SACRAMENTO ROAD INTERSECTION) <br />METTLER ROAD <br />SCALE: NTS <br />ovalsom <br />NA III <br />OIIIIIIIIIKIIII Hoff <br />2329 Gateway Oaks Drive <br />SACRAMENTO, C&IFORN/A 95833 <br />Teie: 915-557-2500 <br />Fax 916-925-3517 <br />TYPICAL SECTIONS <br />X=6 <br />•Abs001"0- • <br />• <br />Soo <br />m ra DEPARTMENT OF PUBLIC WORKS <br />No. <br />Exp06/30/15 � <br />C 7 SAN JOAQUIN COUNTY CALIFORNIA <br />* ; /1; <br />• . CIVILTOTAL <br />. • <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SHEETNO.SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 9 87 <br />