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a <br />MELTON <br />cno61 <br />Q) <br />cn <br />EP <br />Ck Const <br />Corrections By —._-- <br />Nv Changes By <br />oete <br />A-iocerson Using `ibis [drawing ShoufdNeriKr <br />AP information By Inspecting The Site Of Wort <br />Limits of Clearing & Grubbing <br />I <br />I Existing <br />Surface <br />i Existing Roadway <br />Shoulder <br />Backing <br />Earthwork1' <br />(Misc Areas) E <br />0 <br />c <br />0 <br />U <br />Existing <br />Embankment <br />'(min.) <br />_EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Sta 10+16 (80' Rt) to Sta 10+40 (10' Rt) <br />Sta 10+40 to Sta 32+00 (Rt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />Dan jCam61)7i <br />4/2021 <br />(Rt) <br />0.25' HMA Overlay <br />o <br />o <br />o <br />N 60" <br />EP EP <br />0 <br />0 0 0 ROAD <br />63 0 0 115 0 116 <br />Utility Cabinets---," EP� <br />(protect in place) 60'` <br />f <br />I <br />END PROJECT <br />Limits of CO� t <br />Clearing & Grubbing I <br />1 4' EP 9'-10' <br />� 2. <br />o <br />a vas �,8 <br />_ _U <br />Existing Roadway ' <br />Existing— —— — <br />Surface Shoulder <br />Backing <br />Sta <br />SHOULDER <br />to <br />DETAIL <br />(Rt) <br />32+00 <br />Sta <br />116+11 <br />Sta <br />10+16 <br />to <br />Sta <br />116+11 <br />(Lt) <br />NO SCALE PLAN, CONSTRUCTION DETAILS <br />AND SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />.V I.Y, ? ie I -�-r ocr,5f ca." %,,.3 1 14 ( <br />0 <br />Limits of Clearing & Grubbing, COI <br />See EP (New) <br />Shoulder New Roadway,\r --- i <br />Depth of Detail Roadway Excavation I <br />Roadway grindings , <br />Excavation <br />a <br />Existing 0.75 <br />Surface <br />0.501fScarify and Recompact ' <br />0.50' Native Soil to a minimum I <br />Var 90% Relative Compaction <br />Existing Roadway's --—moi <br />(Roadway Excavation area) <br />EP (Exist) <br />ROADWAY EXCAVATION FILL DETAIL <br />Sta 32+00 to Sta 36+00 (Lt) <br />NOTE: Placing grindings, scarifying and recompacting <br />native soil will be considered as included in the <br />contract unit price for Roadway Excavation and no <br />seperate payment will be made therefor. <br />TYPE 1 = 0.25' HMA, <br />TYPE 2 = 0.50' HMA <br />Existing 4' min <br />SurfaceA— See Note Below <br />Existing - <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate <br />dimensions used for estimating purposes <br />are available upon request. Dimensions, <br />locations and Type are subject to <br />change at the Engineer's discretion. <br />ROADWAY EXCAVATION <br />Location Quantity (STA) <br />Sta 32+00 to Sta 36+00 Total 4 <br />MELTON ROAD RESURFACING <br />(Manteca Road to Austin Road) <br />Sheet No. <br />4 of 5 <br />