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0 <br />U <br />M <br />U <br />Q <br />0 <br />a=+ <br />N <br />E <br />U <br />0 <br />r) <br />i <br />N <br />C <br />N <br />LL <br />a <br />a <br />0 <br />Q <br />I <br />Q <br />N <br />T_ <br />M <br />N <br />CD <br />N <br />N <br />\ <br />vi <br />a <br />ca <br />r) <br />N <br />Iq <br />N <br />N <br />O <br />N <br />i <br />r <br />O <br />i <br />N <br />CD <br />0 <br />ry <br />W <br />W <br />ry <br />W <br />Z <br />0 <br />J <br />\Width: 4.00' Width: 12.00' Width: 12.00' Width: 4.00' <br />\ <br />S <br />0' Slo e:—4.00%Slo e: —2.00% Slope: —2.00%Slope: —4.00% <br />0 <br />coon <br />_ <br />i <br />V W <br />Cut/Fill Summary <br />Name Factor <br />Net <br />toy M c <br />Cut Fill Factor <br />2d Area Cut Fill <br />z� <br />Surface8 1.000 1.150 <br />39933.75 Sq. Ft. 0.03 Cu. Yd. 2221.47 Cu. Yd. 2221.44 Cu. Yd.<Fill> <br />0.250' ASPHALT CONCRETE <br />Totals <br />39933.75 Sq. Ft. 0.03 Cu. Yd. 2221.47 Cu. Yd. 2221.44 Cu. Yd.<Fill> <br />0.5' AGGREGATE BASE <br />1, CIVIL <br />'F <br />OF CAQ <br />EXP. 6/30/23 <br />1.000' COMPACTED SUB -BASE <br />SUBDIVISION <br />IMPROVEMENTS <br />FOR: <br />JELLYBEANLANETYP/CAL SECTION <br />DUTRA <br />29384 EAST <br />EARTHWORKQUANTIT/ES <br />NOT TO SCALE <br />Revisions: <br />Date <br />1 <br />2 <br />NOT TO SCALE <br />LEGEND: <br />PROPERTY LINE <br />ADJOIN/NG PROPERTY LINE <br />CENTER LINE <br />EXISTING PAVEMENT <br />EASEMENT <br />CONCRETE ROLLED CURB <br />AND GUTTER <br />TC TOP OF CURB <br />EX EX/STING <br />FF <br />FL <br />FINISHED FLOOR <br />FLOW LINE <br />PAVEMENT <br />EXISTING FIRE HYDRANT <br />PROPOSED FIRE HYDRANT <br />SPOT ELEVATION <br />PRIVATE STREET <br />0.25' A.C. / 0.5' A.B. <br />GRAVEL SHOULDER <br />TYPE II BARRICADE" <br />7-= W. <br />GRADING AND DRAINAGE PLAN <br />TYPE III BARRICADE" <br />CA: 800-227-2600 <br />- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY <br />• MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN <br />• AND ANY OTHER UTILITIES OR STRUCTURES THAT MAY BE AT THE <br />SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY <br />THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED AND <br />CALL USA ALERT 1-800-227-2600 BEFORE STARTING WORK. THE <br />EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND <br />UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE <br />DETERMINED FROM EXISTING RECORDS. HOWEVER, THERE MAY BE <br />OTHER UTILITIES AND/OR STRUCTURES /N THE AREA. <br />NV: 800-227-2600 <br />SCALE: <br />1 "=50'-0" <br />H <br />S <br />tb <br />O <br />coon <br />OIJ <br />i <br />V W <br />�zcc) <br />LO <br />toy M c <br />Q A <br />�z� <br />z� <br />0410 cq <br />O <br />PROFESS/0Nq <br />c� m <br />No. 53530 <br />1, CIVIL <br />'F <br />OF CAQ <br />EXP. 6/30/23 <br />NEW <br />SUBDIVISION <br />IMPROVEMENTS <br />FOR: <br />JOE <br />DUTRA <br />29384 EAST <br />LONE TREE RD. <br />ESCALON,CA <br />Revisions: <br />Date <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />A <br />9 <br />Title: <br />GRADING <br />AND <br />DRAINAGE <br />Drawn By: T.J.O. <br />Checked By: TJo <br />Scale: AS NOTED <br />Job No. 2022042 <br />Date: July 26, 2023 <br />CAD File Name: <br />2022042 Dutra IPs.dwg <br />Sheet No. <br />C4.0 <br />