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I! I <br />I <br />Sta. 10+88 <br />17' RT.(F.C.R.) <br />Sta. 10+70 <br />20' RT. (F.C. R.) <br />I <br />I'm 3 <br />Iz� <br />0 <br />I <br />z <br />0 10 <br />R3 <br />®e <br />0 <br />CURVE DATA <br />DATE <br />PROJECT ENGINEER <br />Angle <br />Rad <br />Arc <br />Cord <br />Cord Bearing <br />R1 <br />34' 03' 11 " <br />50' <br />50.36' <br />48.26' <br />N 82' 40' 18" E <br />R2 <br />37' 35' 30" <br />120' <br />31.70' <br />31.60' <br />N 59' 44' 09" W <br />R3 <br />09' 11' 23" <br />325' <br />18.28' <br />18.28' <br />N 50' 45' 47" W <br />R4 <br />28' 23' 31 <br />60' <br />48.49 <br />47.18' <br />S 20' 13' 39" W <br />0 <br />w <br />0 <br />o Utility pole to be <br />relocated by others. <br />Sta. 10+43f <br />Reset sign 7' LT. Existing wire & wood fence <br />C/) to remain in place. <br />t,+ r,+ Stop sign <br />R1 00 /—to remain <br />N 4837'10 E <br />MCKINLEY AVE <br />12 <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />jF <br />Const. <br />Limits of clearinq and <br />grubbing <br />Earthwork 1 , <br />(Misc. areas)- <br />-12'-60' --1'-15' 4' <br />Var. .5 <br />Line cut 05---- <br />0.20' Conform <br />Var <br />�711 77 �T + -� <br />Existing roadway <br />Shoulder <br />backing <br />Compact subgrade—/ I-1.0' A. C. <br />to 95% relative <br />compaction. <br />WIDENING DETAIL <br />(Left side) Sta. 10+16 to Sta. 10+70 <br />(Right side) Sta. 10+28 to Sta. 1 1 +70 <br />Conform 9 E.P. <br />4' 1:1 1:1 <br />Conform <br />12' Min. <br />Existing width <br />0.30' asphalt concrete over shaped <br />and compacted native material. <br />E.P. <br />- - <br />4' -- <br />R <br />4' Minimurr+---- Existing R= existing radii <br />surface <br />0.50' Asphalt concrete (Typ.) <br />Except on both sides of the bridge <br />where pavement repair is 0.70'. <br />TYPE D <br />Conform @ E.P. <br />i1 <br />Conform <br />I <br />Variable depth asphalt concrete <br />over existing paved driveway. <br />TYPE E <br />PAVEMENT REPAIR DETAIL PICAL D IV WAYS <br />Note: Width (4' minimum). Approximate dimensions . <br />used for estimating purposes are available upon Corrections By �! - <br />request. Dimensions and locations are subject to No Chan e By <br />change at engineer's discretion. Date ,Q ca <br />Any Pei son Using This Drawing St-uiti Verify <br />All information By inspectira 11h&ft&Q1 Work <br />CONST. DETAILS MCKINLEY AVENUE RESURFACING Sheet No. <br />(French Camp Road to apprximately 2,640' north) 1 6 of 7 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE CHECKED DATE <br />APPROVAL RECOMMENDED <br />DATE <br />Enrique SiCva <br />03109 <br />;.r>>AiiJ� <br />��z 4 /` i.�� %L.....� t s`��9 <br />xw,aa Am1/ri <br />> <br />