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EP Conform © EP B <br />1:1 1:1 <br />Conform <br />12' min � B <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAYS (TYPE D) <br />06 t EP <br />(-/- HMA Overlay 8'* <br />i Dwy/Frontage E <br />0 <br />Var_ 00% °r F -Existing <br />' Tax) <br />CO) Surface <br />R & D Excavated Material <br />Existing Roadway <br />0.30' HMA over shaped and <br />compacted native material <br />Sta 63+03 (Rt) - 5'* SECTI;N <br />_ A <br />NOTE: Portion of existing driveway shall be removed E' or as noted <br />above from the edge of pavement. Concrete driveways shalli;orree.!ons By_. <br />be saw cut to provide a neat joint at the conform line. No hinges E <br />Date <br />t My PC $.-,ori Using 9 h';,- 3,uZncq St --' <br />EP Conform C9� EP r ► A CO/!St 10annation dye Inspecting The She of W" <br />-r-- --- 1----v,,--HMA Overlay 8' - E <br />Driveway L <br />8' R IR I Var, Var �10.04' <br />(10q Existin111172 —'gym°x� —� Surface <br />Conform A — <br />�2min I— � =Var depth HMA over <br />Existing Existing Roadway <br />Variable depth HMA over existing surface <br />existing paved driveway <br />DRIVEWAYS (TYPE E) SECTION A–A <br />TYPICAL DRIVEWAY DETAILS <br />I SHOULDER BACKING <br />Location Quantity (TON) <br />Sta 10+16 to Sta 116+11 Total 2,253 <br />EARTHWORK (MISCELLANEOUS AREAS) <br />Location Quantity (STA) <br />Sta 10+40 to Sta 32+00 (Rt) 21.60 <br />Sta 10+16 to Sta 10+40 (Rt) .65 <br />Total 22.25 <br />PENETRATION TREATMENT <br />Location Quantity (SQYD) <br />Intersection (at Manteca Road) Total 162 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Dan j, 'am6ini 4/2021 ,r; • 4 41- 2f. -21e <br />HOT MIX ASPHALT (TYPE A) <br />Location <br />Quantity (TON) <br />Mainline Pavina <br />D) <br />Sta 10+16 to Sto 116+11 <br />4,172 <br />Leveling Course <br />Sta 30+00 to Sta 47+00 (Rt) <br />124 <br />Roadway Excavation <br />DRIVEWAY <br />Sta 32+00 to Sta 36+00 <br />444 <br />Driveway (Type D) <br />Location <br />17 Locations <br />97 <br />Driveway (Type E) <br />(SQYD) <br />16 Locations <br />57 <br />Pavement Repair <br />Total <br />Type 1 <br />7 <br />Type 2 <br />67 <br />Total 4,968 <br />NO SCALE CONSTRUCTION DETAILS <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />REMOVE ASPHALT CONCRETE DIKE <br />Location Quantity (LF) <br />{ Sta 10+16 to Sta 10+84 (Lt) 95 <br />Sta 10+16 to Sta 10+64 (Rt) 73 <br />----....._.__Total --16 8 <br />PLACE MONUMENT FRAME AND COVER <br />Location Quantity (EA) E <br />Sta 10+00 (CL) (IP @ Manteca Rd) 1 <br />Sta 63+18 (CL) 1 <br />Sta 116+21 (CL) (IP @ Austin Rd) 1 <br />Total 3 <br />COLD PLANE PAVEMENT <br />I Location Quantity (SQYD) <br />Melton Road at Manteca Road <br />Sto 10+16 to Sta 11+16 397 <br />Melton Road at Austin Road <br />Sta 115+61 to Sta 116+11 301 <br />Total 698 <br />PAVEMENT REPAIR <br />Location Quantity (SQYD) <br />(Type 1) 39 <br />(Type 2) 322 <br />Tota 1 361 <br />MELTON ROAD RESURFACING <br />(Manteca Road to Austin Road) <br />Sheet No. <br />5 of 5 <br />DRIVEWAY <br />(TYPE <br />D) <br />Location <br />Quantity <br />(SQYD) E <br />17 Locations <br />- <br />DRIVEWAY <br />(TYPE <br />Total <br />E) <br />486 <br />Location <br />Quantity <br />(SQYD) <br />16 Locations <br />Total <br />589 <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) F <br />Location <br />Quantity <br />(SQYD) E <br />Sta 10+17 to <br />Sta 116+10 <br />Total <br />21,186 <br />MELTON ROAD RESURFACING <br />(Manteca Road to Austin Road) <br />Sheet No. <br />5 of 5 <br />