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2 • <br />4' M in -- �-- <br />Conform Conform Existing (See Note Below) <br />@ EP A EP ® EP B EP Surface <br />- --- - - <br />0.30' HMA over shaped Variable depth HMA over Existin <br />1:1 & compacted native 1:1 8 * R existing paved driveway R 810 Roadway <br />7Z�Conform <br />- _--- -� 0.50' HMA - <br />A B Conform PAVEMENT REPAIR DETAIL <br />_ <br />Existing tMWidth �I - Existing Width NOTE: Approximate dimensions and locations used <br />12 Min for estimating purposes are available on Bid <br />DRIVEWAY STYPE D) DRIVEWAY (TYPE E) Express website. Dimensions and locations are <br />subject to change at Engineer's discretion. Use <br />3/4" HMA Type A for Pavement Repair. <br />Const Const <br />EP <br />EP--- '* HMA Overlay 8'p Const <br />HMA Overlay 8 <br />Drib i Driveway r- Place NMA Dike (Type A) <br />Driveway <br />Conform �- Conform EP as per SP A87B i <br />Match Match ; Finished Surface <br />Exist Slope j (1 % Vox) �- g r� Exist Slope ('07- I <br />Existing -0.04' l <br />--� Surface <br />— _Var J _Var <br />------------- ---- Var depth p, <br />ExistingExisting <br />0.30' HMA-- _ R&D Roadway NMA over '- Existing <br />Roadway Excavated existing surface Surface - <br />g-------- -- <br />Material SECTION Q Q - ExistingExisting <br />SECTION A-�-.�` Surface Roadway <br />*The following Type D <br />Driveway <br />lengths are as <br />noted <br />below: <br />Sta <br />21+09 <br />(Rt) <br />- 5' (PCC) <br />Sta <br />23+23 <br />(Rt) <br />- 4' <br />Sta <br />29+82 <br />(Rt) <br />-- 10' <br />Sta <br />54+45 <br />(Rt) <br />-- 8' (PCC) <br />Sta <br />55+29 <br />(Rt) <br />d 9' (PCC) <br />Sta <br />69+64 <br />(Rt) <br />-- 10' <br />Sta <br />70+47 <br />(Rt) <br />--- 10.5' <br />NOTE: Portion of existing PCC driveway must be <br />removed from the point nearest the edge of <br />pavement to that specified above. Concrete must be <br />sawcut to provide a neat joint at the conform line. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Jonathan Curry 02/23 <br />0 -The following Type E <br />Driveway <br />lengths are as <br />noted <br />below: <br />Sta <br />13+53 <br />(Rt) <br />- 11' <br />Sta <br />13+97 <br />(Rt) <br />- 10' <br />Sta <br />16+55 <br />(Rt) <br />- 7' <br />Sta <br />20+54 <br />(Rt) <br />- 4' <br />Sta <br />26+40 <br />(Rt) <br />- 9' <br />Sta <br />66+49 <br />(Rt) <br />- 7' <br />RECORD DRAWING <br />,a* ghrgss By <br />m,o pennon Usm This Drawing Shoup Vsfft <br />4X kWaiiiWMA0Y 1"OpWti a Tho SRe Of V!-P` <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE _—CHECKED CHECKED _ DATE <br />�r12J�� 7 + .;'..l % Q. �� -1 2 <br />10' 1' 10, <br />I <br />C C <br />10' <br />SECTION <br />HhdA DIKE DETAIL (TYPE Al <br />McKINLEY AVENUE RESURFACING( Sheet No. <br />Roth Road to Ash Street; Stockton City Limits to Stockton City Limits) 5 of 6 <br />( <br />