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Ni <br />r— <br />rn <br />z <br />0 <br />Conform Cud form <br />© EP @ EIS B <br />EP A EP <br />0.30' HMA over shaped *8, Variable depth HMA over <br />* <br />8' 1:1 & compacted native 1:1 R existing paved driveway <br />Const <br />LIA <br />Existing Width <br />12' M i n <br />DRIVEWAY (TYPE D� <br />HMA Overlay <br />Match <br />Exist Slope <br />Existing <br />Roadway <br />0.30 HMA <br />EP Driveway <br />*8' <br />(1 07, arMax) <br />SECTION A -A <br />*Sta 58+84 9' (Rt) <br />E <br />0 <br />Existing <br />° Surface <br />U <br />R&D Excavated <br />Material <br />Limits of Clearing & Grubbing <br />1' 4' <br />E <br />L. <br />-2 - <br />Existing <br />Surface 0 "8� <br />Shoulder <br />Backing <br />ICA <br />Const <br />EP 9, i <br />Match Existing Slope <br />Existing Roadway <br />------ -- <br />Sta 10+ 16 to Sta 39+81 Lt Sta 10+ 16 to Sta 39+81 Rt <br />Sta 40+81 to Sta 46+57 Lt Sta 40+81 to Sta 46+57 Rt <br />Sta 47+57 to Sta 73+89 Lt Sta 47+57 to Sta 105+52 (Rt) <br />Sta 75+86 to Sta 105+52 (Lt) <br />Conform <br />Const <br />B <br />Existing Width <br />12' M i n <br />DRIVEWAY (TYPE E) <br />HMA Ove rl a <br />I Match <br />Exist Slope <br />Existing <br />Roadway <br />�I <br />Existing <br />Surface <br />Existing <br />Roadway <br />EP Driveway <br />0 070 arMax) <br />0.25' HMA <br />Overlay <br />Existing <br />Surface <br />R 12" (Typ) <br />• 4 .a <br />ControlledI I,,�.: <br />Low -Strength Material ": Variable <br />(Slurry Cement Backfill)� ,�. a.�..YF Y; <br />(Varied Depth) <br />I <br />i <br />Y� <br />s �I =.I ........ ,.. .E._.__....._'. Im,Iy.EW_.., ....._ <br />E 12 and 18" CSP <br />0 <br />o Existing <br />U Surface <br />— — L Var depth L <br />HMA over <br />existing surface <br />SECTION B-B <br />*Sta 31 +48 6' (Rt) <br />4' Min <br />(See Note Below) <br />Pavement Repair <br />0.04' <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available on <br />BidExpress website. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />Existing <br />Surface <br />NOTE: Cross Drains should be installed in <br />phases shown in the Appendix A-2 through <br />A-4 of the Specifications. <br />iECUhu unAwINO <br />Ift <br />am Aimew t/rlir 1111� Dry <br />All Ay InNrieiy 1#s' d <br />Earthwork <br />Swale- <br />0 <br />4- <br />c <br />0 <br />U <br />EP <br />Limits of Clearina & Grubbin <br />Misc Areas <br />-�� 4' <br />0 <br />4- <br />O <br />U <br />2't <br />Const <br />9' <br />2' <br />i <br />r _g% Match Existing Slope <br />1 Existing Roadway <br />-Shoulder -------------------- -- <br />Backing <br />Sta 39+81 to Sta 40+81 (Lt) Sta 39+81 to Sta 40+81 (Rt) <br />Sta 46+57 to Sta 47+57 (Lt) Sta 46+57 to Sta 47+57 (Rt) <br />Sta 73+86 to Sta 75+86 (LI <br />NO SCALE CONSTRUCTION DETAILS JAHANT ROAD RESURFACING 2024 <br />(Lower Sacramento Road to North 99 Frontage Road West) <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />F. Salcedo <br />05/2024 <br />05/2024 <br />� �yda�ya <br />05/2024 <br />Sheet No. <br />5 of 6 <br />