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_TJ <br />Conform Conform <br />© EP A @ EP 4' M i n -� <br />EP B EP Existing (See Note Below) <br />Surface <br />0.30' HMA over shaped Variable depth HMA over <br />1:1 & compacted native 1:1 $ R existing paved driveway R <br />Existing - <br />Roadway <br />A \� Conform B 0.25' HMA Conform <br />Existing Width — Existing Width PAVEMENT REPAIR DETAIL <br />12' Min 12' Min <br />NOTE: Approximate dimensions and locations used for estimating <br />DRIVEWAY (TYPE D) DRIVEWAY TYPE E) purposes are available on Bid Express website. Dimensions and <br />locations are subject to change at Engineer's discretion. <br />Const EP Const EP q Limits of <br />HMA Overlay - - - 8'* HMA Overlay - 8'* Const Clearing & Grubbing _11 <br />Driveway Driveway and Mailbox Relocation <br />Match Conform Match Conform <br />EP Earthwork <br />Exist Slope _ �10% Max) Existing Exist Slope �1 /. Max) 0.04' 1 <br />p- y _ ( ) Existing -Va Surface I - - Misc Areas <br />�_ - <br />Grade <br />- - --- i I <br />Existin Var depth 8% - -- <br />Existing R&D Excavated Material g HMA over Existing - Conform <br />Roadway 0.30' HMA Roadway g _- - - <br />existing surface Surface I <br />Existing 0.25' <br />SECTION A—A HMA DRIVEWAY SECTION B—B Roadway Shoulder <br />BRICK DRIVEWAY PCC DRIVEWAY TYPE "ID" Backing *Sta: 45+92 (Lt) — 4' EARTHWORK (MISCELLANEOUS AREAS <br />*Ste: 19120 (Lt) - 5' Sta: 44+97 (Lt) - 8' *Sta: 41+33 (Rt) - 4' SHOULDER DETAIL 1 <br />*Sta: 41 +90 (Rt) - 4' <br />NOTE: Portion of existing concrete driveway must be removed from the point nearest the edge of pavement to 8' into q <br />the driveway, unless otherwise noted above. Concrete must be sawcut to provide a neat joint at the conform line. Const <br />TYPICAL DRIVEWAY DETAILS <br />SHOULDER DETAIL SCHEDULE (LEFT) <br />Detail # Begin Station End Station <br />Detail 1 Sta:32+50 Sta: 33+50 <br />No e: <br />Typical section shoulder detail applies at all other locations from <br />Sta: 10+11 to Sta: 47+00 (LT) and (RT). See Typical Section <br />Sheet 2. <br />SHOULDER DETAIL SCHEDULE (RIGHT) <br />Detail # <br />Begin Station <br />End Station <br />Detail 1 <br />Sta: 19+50 <br />Sta: 20+50 <br />Detail 2 <br />Sta: 30+04 <br />Sta: 34+44 <br />Detail 2 <br />Sta: 35+12 <br />Sta: 39+77 <br />Detail 1 <br />Sta: 41 +00 <br />Sta: 42+00 <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY I DATE I PROJECT ENGINEER <br />Terrance Powers 02/2023 <br />Limits of <br />Clearing & Grubbing <br />and Mailbox Relocation <br />1, <br />EP (See Note Below) <br />2 Conform <br />Val` Existing <br />_ Grade <br />Existing -Replenish Variable Depth <br />Roadway Shoulder Backing <br />Note: R&S Decorative Rocks within 3' of EP to Owner. <br />Paid under Clearing and Grubbing item of work <br />SHOULDER DETAIL 2 <br />CONSTRUCTION DETAILS I COMBS, AVENUE RESURFACING Sheet No. <br />R In(�iuJRA ijnt End; 1 4 of 5 <br />DATE <br />CHECKED <br />3/3/23 <br />DATE <br />3/3/23 <br />AWYPOrean Using This DravAng ShadW Msr <br />M UTAWnwAllm By Inspecting T �%,, XAtr Of Wa* <br />