Laserfiche WebLink
EP <br />i <br />8'* <br />L- <br />Confc <br />12' min <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY TYPE D) <br />Sta 40+06 (Rt) Concrete Driveway <br />NOTE: Portion of existing driveway must be removed <br />from the point nearest to the edge of pavement to <br />the given lengths into the driveway. Concrete must <br />be saw cut to provide a neat joint at the conform <br />line. <br />F <br />Const. <br />EP Driveway <br />HMA Overlay 8' * E <br />o Existing <br />Var 0 pq a' c Surface <br />- max) 0 <br />t <br />Exist Roadway <br />R & D Excavated Material <br />0.30' HMA over shaped and <br />compacted native material <br />8' R <br />-1- <br />Conform <br />Conform © EP <br />/1 <br />0 <br />'► A <br />12' min <br />Existing width <br />Variable depth HMA over existing <br />paved driveway <br />DRIVEWAY (TYPE E) <br />RF.uORD DRAWING <br />Corrections By <br />No changes By <br />Date 3 <br />Any Rerso.d Using i ii, - , jw, uk.. <br />dill Information By lnspoxtirr� f ,1sj Site C, 'Afork <br />JF <br />Const <br />EP Driveway <br />HMA Overlay - - - 8' - <br />o Existing <br />Var (1Qgax o Surface <br />/. <br />-0.04' <br />Exist Roadway -� -Var depth HMA over <br />existing surface <br />V. 1:4 01 14 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />H w4,g Ho- z/zozz 4"y✓ b. <br />SECTION A -A <br />No SCALE I CONSTRUCTION DETAILS <br />d�r <br />CHECKED I DATE <br />3" <br />Y4" Diameter Hole x 4 <br />(3" into existing concrete) <br />(TYP) <br />-- See Note 3 <br />5" wide (Typ) <br />Insert Y2" O Rebar <br />(%" long)(Typ) <br />3" thick precast concrete <br />ring (See Note 1) <br />Existing Surface - <br />- Existing concrete to <br />remain in place <br />SECTION C -C <br />NOTE: <br />1. Concrete must have a minimum <br />28 -day compression strength of 5,000 PSI, <br />2. Epoxy, conforming to Section 95-1.02D of <br />the Standard Specifications, must be used <br />in drilled holes and on entire surface area <br />between existing concrete and new <br />concrete ring. <br />3. Y2" rebar must be used inside ring. <br />4. Lid not shown for clarity. <br />DODDS ROAD RESURFACING <br />(Carrolton Road to Mariposa Road) <br />Sheet No. <br />5 of 6 <br />