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75+00 <br />20' OR AS SHOWN <br />FG 2" AC OVERLAY <br />FULL STRUCTURAL SECTION <br />2" COLD PLANE <br />AC SURFACE <br />FULL STRUCTURAL SECTION <br />20' OR AS SHOWN <br />2" AC OVERLAY FG <br />F- 2" AC OVERLAY <br />L 0" COLD PLANE 2" COLD PLANE <br />AC SURFACE AC SURFACE <br />2" AC OVERLAY <br />COLD PLANE AC PAVEMENT <br />NTS <br />LOWER SACRAMENTO ROAD <br />49+00 "LSR'+ LINE <br />OG <br />of <br />0 <br />u- <br />z <br />0 <br />OG <br />77+00 <br />18 17 16 15 14 ! 2%° <br />GRADE BREAK- <br />/2.1% A � F <br />2 Fes\ 19 / <br />X 1.9% z 0,6 / 12 <br />J H p <br />\ 3 m <br />1.117 <br />�1 "LSR' 75+26.00, 41.00' Rt 4 2.0% `` 13 "LSR" 76+70.00, 41.00' Rt <br />BC, EIev=25.87 \ ` 10 BC, Elev=26.23 <br />�2 "LSR' 75+48.96, 45.57' Rt ' <br />EIev=25.80 <br />® "LSR' 75+68.43, 58.57' Rt <br />= "M" 5+58.57, 28.57' Rt <br />EIev=25.63 <br />® "M" 5+78.04, 15.57' Rt <br />EIev=25.49 <br />O5 "M" 6+01.00, 11.00' Rt <br />EC, EIev=25.34 <br />© "M" 6+22.00, 8.70' Rt <br />EIev=25.53 <br />O7 "M" 6+22.00, 0' Rt <br />EIev=25.68 <br />BEGIN COLD PLANE AC PAVEMENT <br />BEGIN 2" AC OVERLAY <br />® "M" 6+22.00, 12.07' Lt <br />EIev=25.62 <br />@9 "M" 6+01.00, 13.00' Lt <br />EC, EIev=25.59 <br />10 "M" 5+78.04, 17.57' Lt <br />EIev=25.78 <br />11 "LSR" 76+27.58, 58.57' Rt <br />="M" 5+58.57, 30.57' Lt <br />EIev=25.96 <br />1© "LSR" 76+47.04, 45.57' Rt <br />EIev=26.16 <br />21 0 <br />5 0 <br />+� <br />12.0% CO2.0% I <br />6 }� I 7 l I <br />0 <br />0 <br />n <br />wj <br />22 <br />� lZ5 <br />MATCH EXISTING <br />CROSS SLOPE <br />METTLER ROAD <br />1 "=20' <br />14 <br />LSR 76+34.00, <br />41.00 Rt <br />EIev=26.14 <br />15 <br />"LSR" 76+ 16.00, <br />41.00' Rt <br />EIev=26.09 <br />16 <br />"LSR" 75+97.00, <br />41.00' Rt <br />_ "M" 5+41.00, <br />0' Rt <br />EIev=26.05 <br />17 <br />"LSR" 75+80.00, <br />41.00' Rt <br />EIev=26.00 <br />18 <br />"LSR" 75+62.00, <br />41.00' Rt <br />EIev=25.96 <br />19 <br />"M" 5+50.00, 0' <br />Rt <br />EIev=26.07 <br />�0 <br />"M" 5+75.00, 0' <br />Rt <br />EIev=25.96 <br />21 <br />"M" 6+00.00, 0' <br />Rt <br />EIev=25.86 <br />© <br />"M" 6+42.00, 0' <br />Rt <br />END COLD PLANE <br />AC PAVEMENT <br />END 2" AC OVERLAY <br />BEGIN SLURRY SEAL <br />MATCH EXISTING, <br />EIev=25.79 <br />'M 6+42.00, 8.67 Rt <br />MATCH EXISTING, <br />EIev=25.64 <br />l4 <br />"M" 6+42.00, 12.00' <br />Lt <br />EXISTING; <br />EIev=25.69 <br />�5 <br />'MATCH <br />M 7+00.00, 0 <br />Rt <br />END SLURRY SEAL <br />UPPEF <br />REACF <br />LOWEF <br />R EAC F <br />R/W <br />SEE NOTE 2 <br />rAMTLJ f11Tl�Ll rl <br />PLAN <br />C <br />v <br />SEE NOTES 3 & 4 <br />EP HP <br />2' 12' <br />SH UTILITY AREA <br />BK <br />A <br />1.5:1 <br />Max <br />EARTH DITCH FL <br />PLAN <br />- A • <br />2329 Gateway Oaks Drive <br />5ACRAMENT0, CALIFORNIA 958JJ <br />Teie: 916-567-2500 <br />Fox 916-925-J517 <br />1.5:1 <br />Max <br />DAYLIGHT <br />LINE <br />LOWER UPPER ----A\/- <br />R EAC H R EAC H <br />- Var 1' Var -�- <br />HP F <br />0.1' <br />Min <br />Z� <br />2,• X <br />EARTH DITCH Min <br />FL, Typ Vn EMBANKMENT <br />90% COMPACTION <br />SECTION A -A <br />NOTE: <br />1. SEE LAYOUT SHEETS PROFILE FOR STATIONING. <br />2. SEE TYPICAL EARTH DITCH DETAIL 2 ON SHEET <br />X-6. <br />TYPICAL EARTH CHECK DAM <br />NTS <br />R/W <br />HP <br />U <br />Var <br />DAYLIGHT <br />_ LINE <br />CV <br />UTILITY AREA <br />SEE NOTES 1 & 2 <br />HP <br />EARTH DITCH, <br />SEE DETAIL 3 <br />THIS SHEET <br />TOP OF <br />DITCH <br />.Z <br />--�- EARTH DITCH AREA � <br />1' Min AB CLASS 2 <br />TOP OF 95% COMPACTION <br />SH BK <br />Var <br />l <br />Zi <br />EARTH DITCH FL <br />SECTION B-B <br />DITCH EMBANKMENT <br />95% COMPACTION <br />NOTE: <br />1. SEE <br />LAYOUT <br />SHEETS <br />FOR <br />STATIONING. <br />2. SEE <br />TYPICAL <br />UTILITY <br />AREA <br />DETAIL 3 ON SHEET X-6. <br />TYPICAL UTILITY AREA <br />NTS <br />PN0. <br />Yosh <o, <br />m ro •C 77483 <br />. Exp06/30/15 •: <br />* ••. CIVIL <br />It 66 <br />CD-2 <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />LqI4 <br />DRAWN <br />A. Ma GREGOR 6/14 PROJECT ENGINEER DATE CHECKED DATE ��� SCALE; AS SHOWN LOWER SACRAMENTO ROAD IMPROVEMENTS SNOT TOTAL <br />SHEETS <br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 N ORIGINAL <br />NSONS IF THIS DOES NOT ADJUST <br />SCALESCALED <br />COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 36 87 <br />