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32 <br />NOTE: <br />32 <br />W <br />28 + <br />511 <br />W. <br />CHECK DAM <br />Lt & Rt <br />FOR TYPE "F" VERTICAL CURB & APRON, <br />TOP OF CURB Elev=PG+0.56', UNLESS <br />I OTHERWISE NOTED. <br />0 <br />0 <br />O N - <br />+ <br />0c0 N <br />II II UTILITY AREA <br />m <br />0 w <br />PG <br />- OG <br />PFL Lt & Rt P Lt / PFL Lt <br />24 - _______._.—__ __ <br />PFL Rt <br />_ _ — -- PFL LtPF <br />r....._. - ......__-. �.9...... �.._....... .........._ -..._ -__ .. ..... _..... ... .. L ♦Y t <br />20 <br />_ __ _ <br />— <br />--._....._ _ OR <br />u-u- <br />Ki1`6 <br />0- Q- <br />N N <br />04: N <br />N' N <br />Cis C-3� <br />rn cND <br />^ <br />u ` <br />00 <br />18N N <br />NEN <br />N: 04 <br />N N <br />O a_ <br />86+00 <br />+50 <br />87+00 <br />+50 <br />059-020-38 <br />q- <br />ON <br />m� <br />ui <br />N N <br />88+00 <br />+50 <br />UTILITY AREA Lt <br />—0.25X <br />ABANDONED <br />24"SD <br />— _. _ __ ... <br />0 <br />- <br />30 <br />L6—; <br />0 <br />+ <br />o N <br />N <br />N <br />UTILITY AREA Rt <br />a <br />II <br />3 <br />28 <br />w <br />UTILITY AREA Lt' m a ! <br />0wI <br />0.25% <br />--- --- -- -- <br />215 <br />DC11 <br />PFL Lt PFL Lt <br />PFL Rt PFL Lt PFL Rt -- <br />24 <br />22 <br />N N u- u- <br />Q- Q- <br />M 00 <br />' t- N <br />c0 N <br />U-) In <br />0 to <br />1`0 00 <br />— <br />0 <br />C-0 C:0 <br />u-i3 CO <br />N'N <br />N;N <br />In (0 <br />04 04 <br />L±) i <br />043N <br />(>� <br />04 04 <br />N N <br />N <br />lei <br />N <br />89+00 <br />+50 <br />90+00 <br />+50 <br />91 +00 <br />+50 <br />92+00 <br />0 CL <br />PROFILE "LSR" LINE n <br />Vert: 1 "=2' O <br />C4 <br />Ln <br />AN <br />059-020-49 <br />C9)--X <br />1 EI I I it IU) <br />t <br />f Lml 4 <br />"LSR" 88+76.42, 51.50' Rt " <br />O FL, END EARTH DITCH ® END UTILITY AREA, END <br />Lt O7 E D EARTH DITCH, <br />Rt 10 BEGIN UTILITY A S5.00 Lt J <br />L AREA -_ <br />BEGIN EARTH DITCH BEGIN UTILITY AREA ��;;'... •• <br />O "LSR" 89+57.96, 51.50 Rt <br />FL, BEGIN EARTH DITCH <br />O "LSR" 88+78.61, 49.61 ' Lt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />O "LSR" 91 + 17.86, 50.50' Rt <br />FL, END EARTH DITCH <br />© "LSR" 91 +44.00, 50.50' Rt <br />FL, BEGIN EARTH DITCH <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />A. MacGREGOR 6/14 L4 <br />R. TORADO 6/14 R. YOSHIMURA 6/14 <br />CHECKED <br />C. K. HOLT <br />® "LSR" 88+50.03, 49.00' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />Og "LSR" 88+91.42, 55.00' Lt <br />END UTILITY AREA <br />DATE i ill <br />� <br />6114 ON DIMENSIONS L IFCTHIS DOES ALE INNOTDSCALEJUST SAT SCALED <br />11 "LSR" 90+11.32, 49.00' Rt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />"LSR" 90+52.75, 49.00' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />COUNTY OF SAN JOAQUIN <br />SCALE: 1 "=20' <br />0 10 20 40 <br />2329 Gateway Oaks Drive <br />SACRAMENTO, CALIFORNIA 95833 <br />Te%: 916-567-2500 <br />Fax 916-925-3517 <br />ROADWAY LAYOUT <br />LSR 86+00 to 92+00 <br />DEPARTMENT OF PUBLIC WORKS <br />• Yoshim ra <br />C 77483 <br />E p06/30/15 SAN JOAQUIN COUNTY, CALIFORNIA <br />* •0% CIVIL •.- <br />OT <br />TOTAL <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SHEETNO.SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 1 23 87 <br />