Laserfiche WebLink
Conform - Conform <br />@ EP @ EF <br />.mss EP B <br />J <br />0.30' HMA over shaped I Variable depth HMA over <br />1:1 & compacted native 1:1 8 * R existing paved driveway <br />�A B <br />-- Conform <br />_ Existing Width Existing Width <br />12' Min 12' Min <br />DRIVEWAY STYPE D) DRIVEWAY (TYPE EJ <br />Const <br />EP <br />�-� HMA Overlay - -' - -- 8'* -- <br />Driveway <br />: - Conform <br />I Match <br />Exist Slope — 007 Max) _ F-- Existing <br />Surface <br />�_ <br />-4 <br />Cor_\V <br />EP <br />NMA Overlay 8'0 -- <br />r Driveway <br />Match <br />I Exist Slope 0 0% Max) <br />Var <br />E 4. i Var depth <br />Conform <br />Existing <br />I <br />0.30 HMA— <br />-- <br />R&D Excavated Material <br />xis ing -- <br />Roadway <br />Linne Road: *Sto <br />HMA <br />over <br />Roadway <br />*Sta <br />168+78 <br />(Lt) <br />--11' <br />existing <br />surface <br />174+64 <br />SECTION A—A <br />- 5' <br />*Sta <br />186+50 <br />(Rt) <br />---1.8' <br />Koster Road: *Sta <br />15+44 (Lt) <br />- 4' <br />(Sawcut AC & Curbs) <br />SECTION <br />B—B <br />driveway must be <br />removed from the <br />point nearest the <br />*Sta <br />15+48 (Rt) <br />- 4' <br />Concrete must <br />Koster Road: OSta <br />15+17 <br />(Rt) <br />- 4' <br />*Sta <br />16+72 (Lt) <br />- 4' <br />OSta <br />22+39 <br />(Lt) <br />-10' <br />*Sta <br />17+68 (Lt) <br />-- 5' <br />OSta <br />23+09 <br />(Lt) <br />--10' <br />*Sta <br />18+25 (Lt) <br />- 4' <br />OSta <br />44+34 <br />(Lt) <br />-11' <br />*Sta <br />20+34 (Lt) <br />- 4' <br />(Sawcut AC & Curbs) <br />*Sta <br />21+66 (Lt) <br />-- 4' <br />Linne Road: USta <br />156+69 <br />(Lt) <br />---12' <br />*Sta <br />24+35 (Lt) <br />-11' <br />OSta <br />164+65 <br />(Lt) <br />--12' <br />*Sta <br />29+31 (Rt) <br />--12' <br />OSta <br />166+61 <br />(Lt) <br />-10' <br />*Sta <br />45+77 (Lt) <br />-3.6' <br />OSta <br />188+42 <br />(Rt) <br />- 4' <br />*Sta <br />61+69 (Lt) <br />-- 5' <br />OSta <br />188+89 <br />(Rt) <br />- 4' <br />*Sta <br />83+37 <br />J <br />(Rt) <br />-6.2.' <br />Linne Road: *Sto <br />167+86 <br />(Lt) <br />--13' <br />*Sta <br />168+78 <br />(Lt) <br />--11' <br />*Sta <br />174+64 <br />(Lt) <br />- 5' <br />*Sta <br />186+50 <br />(Rt) <br />---1.8' <br />NOTE: Portion of <br />existing <br />PCG <br />and/or <br />asphalt concrete <br />driveway must be <br />removed from the <br />point nearest the <br />edge of pavement <br />to that <br />specified above.. <br />Concrete must <br />be sawcut to provide <br />a neat <br />joint at <br />the conform line. <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Sncown '001vis 3/23 K��cvrn a <br />EP <br />i <br />8'0 <br />Conform <br />0.04' <br />'- Existing <br />Surface <br />RECORD DRAW M N G <br />ilsts 10-27__ 3 <br />#1nY ftly - Using this Drev*q Should Vfsr� <br />NO SCALE J CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />311Y12-3 C).,,� I/�&it 3/9/23 <br />4' Min - <br />Existing (See Note Below) <br />Surface <br />Existing �1 <br />Roadway <br />0.50' HMA -- <br />PAYEMENT REPAIR UAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available <br />on Bid Express website. Dimensions and <br />locations are subject to change at <br />Engineer's discretion. <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Koster _Ragd_ <br />Sta 10+57 to Sta 115+67 1,867 <br />Linne Rood <br />Sta 150+25 to Sta 248+43 1,748 <br />Total 3,615 <br />PENETRATION TREATMENT <br />Location Quantity (SQYD) <br />Linne Road @ Ahern Road (Northeast) 60 <br />Linne Road @ Ahern Road (Southeast) 63 <br />Total 123 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) I <br />Koster Road <br />33 Locations <br />Linne Road <br />19 Locations <br />656 <br />550 <br />Total 1,206 <br />KOSTER ROAD AND LINNE ROAD RESURFACING I Sheet No. <br />(Durham Ferry Road to Linne Road; Ahern Road to Koster Road) 4 of 5 <br />