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rt <br />z <br />0 <br />i.� <br />Corr:: <br />Mille 1P <br />c, <br />4' Min <br />ll See Note Below <br />T0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Existing <br />Surface <br />Note: <br />Approximate dimensions used for estimating <br />purposes are available upon request. <br />Dimensions and locations are subject to <br />change at the Engineer's discretion. <br />Existing 50' AC Overlay <br />Roadway Trans <br />Surface <br />0.25' <br />0.25' <br />Existing Roadway Surface <br />R&R Existing AC <br />PERRIN ROAD/AIRPORT WAY PROFILE DETAIL <br />Perrin Road: <br />Sta 100+20 to Sto 101+40 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />�uanAcevedo 7/13 ��, per_, <br />DATE <br />0.30' Asphalt Concrete <br />over shaped and --C <br />onform Const ver <br />EP <br />compacted native. A r @ EP AC Olay <br />i –� <br />Li Remove Native Material E <br />8' o <br />1:1 1:1 Existing <br />Var Varma (10% Max) � Surface <br />Conform A <br />Existing Width 0.30' Asphalt <br />12' Min Existing Roadway Concrete <br />TYPE D SECTION A -A <br />Almondwood Drive: Perrin Road: Manteca Road: <br />Sta 18+93 (Rt) Sto 112+89 (Rt) Sta 105+28 (Lt) Sto 135+62 (Rt) <br />Sta 19+49 (Rt) Sto 114+76 (Rt) Sta 110+26 (Lt) Sto 136+45 (Rt) <br />Sta 20+83 (Lt) Sto 115+09 (Rt) Sta 113+25 (Lt) Sto 137+15 (Rt) <br />Sta 31+30 (int) Sta 117+10 (Rt) Sto 116+50 (Lt) Sto 137+70 (Rt) <br />Sta 32+50 (Rt) Sta 160+00 (Lt) Sto 125+25 (Lt) Sto 138+30 (Rt) <br />Sta 34+85 (Rt) Sto 171+70 (Rt) Sto 125+40 (Rt) Sta 154+15 (Lt) <br />Sto 48+67 (Rt) Sto 179+70 (Lt) Sto 129+10 (Lt) Sta 167+55 (Rt) <br />Sta 129+75 (Lt) Sto 174+50 (Rt) <br />Sta 133+35 (Rt) Sto 177+95 (Rt) <br />Variable depth Asphalt <br />Concrete over existing Const <br />paved driveways andConform AC Overly <br />frontages. B © EP y— 8 <br />EP w E <br />o <br />R R 8'* Var Var' (10i max)c; Existing <br />1 f Surface <br />Conform B Variable Depth AC 0.04' <br />Ex!!!T over existing surface <br />TYPE E SECTION B -B <br />TYPICAL DRIVEWAY DETAILS <br />Almondwood Drive: Perrin Road: Manteca Road: <br />Sta 22+08 (Lt) Sta 125+62 (Rt) Sta 103+50 (Lt) Sta 121 +00 (Rt) <br />Sta 24+32 (Lt) Sta 107+50 (Lt) Sta 133+60 (Lt) <br />Sta 44+45 (Rt) *Sta 114+39 (Lt) -10' Sto 138+59 (Rt) <br />*Sta 115+78 (Lt) -10' <br />* Note: <br />Portion of existing concrete driveway shall be removed 10'i from the edge of pavement as <br />determined by the Engineer. Concrete shall be sawcut to provide a neat joint at the conform line. <br />NO SCALE CONSTRUCTION SOUTH MANTECA STREETS RESURFACING sheet No. <br />DETAILS (Almondwood Drive, Manteca Road and Perrin Road) 10 of 12 <br />CHECKED DATE <br />IIO)/1l <br />