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I Temp. Benchmark: <br /> C , i PK Nail in roadway <br /> C Elev. = 10.12' <br /> \� EP R/W <br /> R M Q <br /> 00 Kirschenman A Road °° v <br /> 00 1 <br /> 2 3 -- - 4- - --- - - -- - ---- - - - --°° Q <br /> IJ�R M <br /> i o EP <br /> I/ Ln o N Cf) Construction n <br /> It J <br /> I 0 o� <br /> 0 <br /> I oo 90 o <br /> 0 i + + + Ln <br /> d Ln 2 0' Ln cvn -- <br /> un <br /> 0.12' A.C. Overlay <br /> 40' over A.C. Leveling <br /> S <br /> 14.00' 14.00' <br /> + + + <br /> $ 'y 13.00 0 o 13.00' <br /> 0 pp <br /> s 11 12.00' 11 .09' <br /> 12.00' <br /> H M 10.26' 10.26' Finished Grode 0.80' <br /> 01 �' 11.00' 11.00' <br /> =. z - - - - - - 10.00' <br /> 9.00' 10.71 <br /> 9.00' <br /> 9.85' 9.72' Exist. 10.41 ' <br /> s 8.00' 8.00' <br /> +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 <br /> rt Construction Alignment Schedule SCALEHoriz. 1" = 40' <br /> (Distance from Ct R/W Survey to Ct Construction) : Vert. 1 " = 4' <br /> Station Construction Offset <br /> Sto. 1+00 0.00' <br /> 0 Sta. 2+00 0.75' Right <br /> Q Sta. 6+00 0.75' Right <br /> v7 <br /> Sto. 7+00 1.00' Right [; <br /> Sto. 8+00 1.25' Right <br /> D Sto. 9+00 1.50' Right - Ir i ) 7tk _ <br /> / A Sta. 10+00 1.75' Right <br /> m 0 Sto. 11+00 2.00' Right <br /> - -_• <br /> r�i Q Sto. 21+50 2.00' Right <br /> z Q Sta. 23+00 0.00' <br /> Sto. 26+67 0.00' (End) <br /> COUNTY OF SAN JOAQUIN 1 " = 40' Plan & Profile Cherry Road, Schmiedt Road & Sheet No. <br /> Kirschenman Road Resurfacing 6 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />