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0 <br />ZE <br />m <br />M <br />71 <br />r- <br />m <br />z <br />0 <br />Conform Conform <br />EP @ EP <br />A EP B <br />' HMA over shaped/1:1 <br />4' Klo Rd Variable depth HMA over <br />�1:1!&compacted native' Manthey Rd R existing paved driveway <br />A B <br />�- Conform <br />Existing Width Existing Width _ <br />12 Min 12 Min <br />q DRIVEWAY (TYPE D) <br />Const <br />HMA Overlay — <br />EP 4' Klo Rd <br />-- *6' Manthey Rd <br />i Driveway <br />Match <br />Exist Slope 11 07 X) Existing Surface <br />-- <br />` <br />Conform <br />Existing - R&D Excavated Material <br />Roadway 0.30 HMA— <br />SECTION A —A <br />Manthey Road (1,400 S/0 Klo Rd to Briggs Rd) <br />*Sta 27+53 (Lt) - 8' <br />_Klo Road (PCC Driveways) <br />Sta 19+37 (Lt) Sta 23+02 (Rt) <br />DRIVEWAY (TYPE E) <br />Const <br />EP <br />HMA Overlay — •- --- <br />! Conform <br />EP <br />1- <br />4' Klo Rd <br />R *6' Manthey Rd <br />Conform <br />4' Klo Rd <br />*6' Manthey Rd <br />Driveway <br />Match <br />Exist Slope (1 07. <br />rMax) -0.04' <br />Var depth <br />Existing HMA over Existing J <br />Roadway existing surface Surface <br />SECTION B—B <br />Manthev Road (1,400 S/O Klo Rd to BriacLs Rd <br />*Sta 75+64 (Rt) - 8' <br />*Sta 76+60 (Rt) - 8' <br />NOTE: Portion of existing concrete driveway must be removed from the point nearest the edge of pavement to 4' into <br />the driveway, unless otherwise noted above. Concrete must be sawcut to provide a neat joint at the conform line. <br />TYPICAL DRIVEWAY DETAILS <br />-- --- - -- 4' Min - - -- -1 <br />Existing (See Note Below) <br />Surface <br />y: <br />Existing <br />Roadway <br />0.50' HMA - <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations used for estimating <br />purposes are available on Bid Express website. Dimensions and <br />locations are subject to change at Engineer's discretion. <br />COUNTY OF SAN JOAQUIN <br />No SCALE <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />Ger Lee <br />4/24 <br />5/1/24 <br />QEC0HU DRAVV i tv <br />Correcdons By <br />No ChOWS 13y <br />pate to t /Z <br />at <br />( <br />Any Person lasing This Dravd, Should VerNy <br />AIR T%4% elo., f" lMrle�r <br />CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />CHECKED DATE <br />5/1/24 <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Manthey Rd 1,400' SZ0 Klo Rd to Briggs Rd) <br />Sta 10+00 to Sta 78+30 1,074 <br />Klo Rd <br />Sta 10+00 to Sta 28+30 229 <br />Intersection Conform Areas 30 <br />Total 1,333 <br />PENETRATION TREATMENT <br />Location Quantity (SQYD) I <br />I 8 Locations (Intersection Radii) Total 539 I <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />Manthey Rd (1,400' S/O Klo Rd to Briggs Rd) <br />6 Locations 72 <br />Klo Rd <br />28 Locations 309 <br />Total 381 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />Manthey Rd (1,400' S/0 Klo Rd to Briggs Rd <br />9 Locations 416 <br />Klo Rd <br />5 Locations 50 <br />Total 466 <br />ITHEY ROAD AND KLO ROAD RESURFACING I Sheet No. <br />(1,400' S/0 Klo Rd to Briggs Rd; Mathews Rd to 460' S/0 7 of 8 <br />Leo Giron Dr; West End to Manthey Rd) <br />