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0 <br />EP <br />I <br />g' <br />1 <br />Confc <br />* THE FOLLOWING FOUR (4) TYPE <br />D DRIVEWAYS SHALL BE SAW <br />CUT AT THE DISTANCES NOTED <br />DRAWN BY <br />LT <br />Driveway <br />CONFORM <br />STA <br />or <br />CULT <br />FROM <br />RT <br />far <br />EP <br />51+98 <br />LT <br />X <br />-7-!- lo' <br />62+79 <br />LT <br />X <br />4' <br />79+10 <br />LT <br />X <br />7.5' <br />80+08 <br />LT <br />X <br />5.5' <br />12' min <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY (TYPE <br />NOTE: Portion of existing driveway must be <br />removed from the point nearest to the edge <br />of pavement to the given lengths into the <br />driveway. Concrete must be saw cut to provide <br />a neat joint at the conform line. <br />NOTE: Width (4' minimum). Approximate <br />dimensions used for estimating purposes <br />are available upon request. Dimensions <br />and locations are subject to change at <br />the Engineer's discretion. <br />•2 <br />��- Conform @ EP <br />_ <br />EP 1 A <br />1 <br />8I' * R <br />1 <br />Conform <br />1 A I <br />12' min <br />I Existing width I <br />Variable depth HMA over <br />existing paved driveway <br />DRIVEWAY (TYPE E) <br />SPP_ NntP. I Pft <br />_ Existing <br />Surface <br />1 <br />`Existing -0.50' Asphalt Concrete <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />0 <br />%" Diameter Hole x 4 <br />(3" into existing concrete) <br />(TYP) <br />See Note 3 <br />1 <br />I <br />3' <br />CC <br />- 5" wide (Typ) <br />Insert Y2"4 Rebar <br />(5Y2" long)(Typ) <br />SSJ I D UTILITY VAULT D ETAI L <br />See Summary of Quantities for locations <br />RECO R RAWINC <br />C�nraflon� By � <br />AW PW OM thlbW This Drrwing Should VerHy <br />A11bftrmat1on By 1 ,,S f ,ee,i ' 6te or w <br />SS S,ZD op 4d 4-0 ha <br />adjvsf- 04-1I14r Vavlf M� - e <br />* NOTE: One Type E HMA Driveway @ STA 37+53 9 <br />LT shall be paved to a distance of 12' from r.P-de, Skcvlder bo.ck,.19, <br />EP to achieve an acceptable slope. <br />C st. <br />EP Driveway <br />I--- HMA Overlay - 8'*---' Existing <br />9 <br />V- ar , (107 °fax o -Surface <br />_ � y� <br />— — y -0.04' <br />Exist Roadway- -Var depth HMA over <br />existing surface <br />SECTION A—A <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />DRAWN BY <br />Const. EP <br />Driveway <br />CHECKED <br />7 Powers <br />iL HMA Overlay --8' <br />t f�.• Z, �� . �� 9 <br />E <br />Va. r(10q� <br />far <br />�° <br />o <br />Existing <br />-Surface <br />ax) <br />Exist Roadway <br />R & <br />D <br />Excavated Material <br />0.30' HMA <br />over shaped and <br />compacted <br />native <br />material <br />•2 <br />��- Conform @ EP <br />_ <br />EP 1 A <br />1 <br />8I' * R <br />1 <br />Conform <br />1 A I <br />12' min <br />I Existing width I <br />Variable depth HMA over <br />existing paved driveway <br />DRIVEWAY (TYPE E) <br />SPP_ NntP. I Pft <br />_ Existing <br />Surface <br />1 <br />`Existing -0.50' Asphalt Concrete <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />0 <br />%" Diameter Hole x 4 <br />(3" into existing concrete) <br />(TYP) <br />See Note 3 <br />1 <br />I <br />3' <br />CC <br />- 5" wide (Typ) <br />Insert Y2"4 Rebar <br />(5Y2" long)(Typ) <br />SSJ I D UTILITY VAULT D ETAI L <br />See Summary of Quantities for locations <br />RECO R RAWINC <br />C�nraflon� By � <br />AW PW OM thlbW This Drrwing Should VerHy <br />A11bftrmat1on By 1 ,,S f ,ee,i ' 6te or w <br />SS S,ZD op 4d 4-0 ha <br />adjvsf- 04-1I14r Vavlf M� - e <br />* NOTE: One Type E HMA Driveway @ STA 37+53 9 <br />LT shall be paved to a distance of 12' from r.P-de, Skcvlder bo.ck,.19, <br />EP to achieve an acceptable slope. <br />C st. <br />EP Driveway <br />I--- HMA Overlay - 8'*---' Existing <br />9 <br />V- ar , (107 °fax o -Surface <br />_ � y� <br />— — y -0.04' <br />Exist Roadway- -Var depth HMA over <br />existing surface <br />SECTION A—A <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER DATE <br />CHECKED <br />7 Powers <br />Z req <br />t f�.• Z, �� . �� 9 <br />CONSTRUCTION DETAILS <br />DATE <br />2l <br />3" th k precast concrete <br />ring ( e Note 1) <br />j Existing Surface <br />_;7 <br />I } I <br />3'° I <br />i� <br />Existing concrete to <br />remain in place <br />Notes: � <br />1. Concrte must have a minimum <br />28 -day compression strength of <br />5,000 PSI. <br />2. Epoxy, conforming to Sectio <br />95-2.03 of the Standard <br />Specifications, must be used'n <br />Tilled holes and on entire su ace <br />Tea between existing concrete and <br />new concrete ring. <br />3. Y2" rebar must be used inside ring. <br />4. Lid not shown for clarity. <br />MURPHY ROAD RESURFACING <br />(Lone Tree Road to Dodds Road) <br />Sheet No. <br />4 of 5 <br />