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Const <br />- Limits of Clearing and Grubbing and Mailbox Relocation <br />FOD <br />- ETW ---- - <br />Var, 4' _ _ 17' Limits of HMA Overlay - 17' <br />AC Dike Fog Cold Plane <br />(Type E) Seal Pavement `Match__Exist ng Slope Match Existing Slope <br />ETW 4' _ <br />old Pla e <br />Pavement <br />7/N� r -�'` i - --------- <br />------------- -------- <br />0. <br />0.25' — ----- <br />HMA Overly TYPICAL SECTION Existing Roadway <br />(TTyp)yp) y Austin Road: Sta 9+93 to Sta 14+85 (Lt) <br />Sta 9+93 to Sta 20+25 (Rt) <br />TE Var <br />(Typ) <br />---7/A.Z\-----_. <br />EP —----- <br />�0* (TYP) j <br />0.25-----' <br />HMA Overlay <br />i►VIIII09*10"44 N c . 2- <br />REPL►C4E PL a#J s"e&-r- 3 <br />w=,rM REvcfEp sHEe-V S R <br />0 <br />Const <br />Limits of Clearing --and Grubbing and Mailbox Relocation <br />12' Limits of JHMA Overlay 12' <br />Wn+r-h FxiStinn Slooe <br />Match Existina Slope <br />TYPICAL SECTION --Existing Roadway <br />Austin Road: Sto 14+85 to Sta 25+77** (Lt) <br />Sta 28+19** to Sta 62+20 (Lt) <br />Sta 20+25 to Sta 62+20 (Rt) <br />**Note: Excludes Sta 25+77 to Sta 28+19 (Lt) — Sandra Street <br />(Only applies if Additive Bid A is constructed) <br />EP See Shoulder Detail <br />(Typ both sides) <br />EP/Lip <br />Var <br />5'— 16' <br />Fog Seal <br />Existing -' <br />Surface (Typ) <br />Grade Existing Shoulder '-Existing <br />to place Tapered Edge Surface (Typ) <br />1' minimum width (Typ) <br />HECORD DR�AWl G <br />sonscll;ions <br />ft Changs til <br />+1us - t o - 2'7-2S <br />#'"y ftna+ Using This Drawing should virNy <br />REvisEp oiNENstows ll.iµi F+1� <br />Const AM Ininrma+inn ey, gooe"np The site CW Whrd <br />�� <br />c 4p %b P%6+j & <br />EP <br />Paved Shoulder ETW <br />Var Width (5'-9') <br />Limits of Clearing and Grubbing l and Mailbox Relocation <br />Var Width 34'-42' EP <br />Limits of HMA Overlay <br />12' 1� _ 12' - ETW/FL Paved Shoulder 1, <br />_Match Existing Slope Match ExistingSloe Var Width (5'-9') <br />-----�-� _ Existing <br />Surface (Typ) <br />0.04' 0.17' --- <br />TYPICAL SECTION Existing Roadway <br />(Typ) HMA Overlay <br />Comconex Road: Sta 9+98 to Sta 25+20 <br />°AUSTIN ROAD AND COMCONEX ROAD RESURFACING Sheet No. <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS (State Route 120 to Louise Avenue; State Route 120 to North End) 1 3 of 8 <br />DRAWN BY DATE PROJECTENGINEER <br />3/27/23 <br />DATE CHECKED DATE <br />3/27/23 3/27/23 <br />c� <br />