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EP Conform @ EP ro-- B <br />8 1:1 1:1 <br />Conform B <br />Cont EP <br />I� ✓- HMA Overlay 8' <br />' Dwy/Frontage E <br />0 <br />Varma (10q ar c -Existing <br />—�rnax) 0_ i Surface <br />12' min I,-- - - - �� R & D Excavated Material <br />Existing width Existing Roadway <br />0.30' HMA over shaped and 0.30' HMA over shaped and <br />compacted native material compacted native material <br />DRIVEWAYS (TYPE D), SECTION B—B <br />NOTE: Portion of existing driveway shall be removed 8' or as noted <br />below from the edge of pavement. Concrete driveways shall <br />be saw cut to provide a neat joint at the conform line. <br />CONCRETE DRN NU. FRONTAGE: <br />'Sta 46+41 to Sta 47+63 (Lt) -4' <br />f <br />Limits of Clearing & Grubbin <br />, 6,** EP <br />1 <br />12' <br />E 2' I <br />Existing c ,g% <br />_Match Existing Slope ' <br />Surface_ c _ _ _ _ <br />Shoulder L - -Existing Roadway ' <br />Backing <br />SHOULDER DETAIL <br />Sta 11 +58 to Sta 31 +70 (Lt) Sta 11 +58 to Sta 66+75 (Rt) <br />Sta 33+40 to Sta 46+41 (Lt) Sta 70+40 to Sta 78+20 (Rt) <br />**Sta 46+41 to Sta 47+63 (Lt) -4' Sta 80+00 to Sta 90+16 (Rt) <br />Sta 47+63 to Sta 90+16 (Lt) Sta 91 +10 to Sta 104+25 (Rt) <br />Sta 91+10 to Sta 104+25 (Lt) <br />Limits of Clearing & Grubbing <br />Conform ® EP ; <br />- EP EP A --- C St EP ✓ 12' 4°-_i1 1, <br />Earthwork <br />R 1 ---/,--HMA Overlay Dri e'way o �' (Misc Areas) o' <br />R 0.04' Cor7St o Existing <br />Var, _ Surface <br />���- (10— maX� 0 _ �Sulrface I Match Existing Slope <br />Conform A _ _ -- Jot <br />1 <br />12' min F?�7 <br />J ExistingRoadway <br />Existing width Ex Roadway %ar depth HMA over '------------- __J Shoulder Existing <br />Variable depth HMA over existing surface I Backing Embankment <br />existing paved driveway EARTHWORK (MISCELLANEOUS AREAS) <br />DRIVEWAYS (TY� SECTION A—A <br />Sta 31 +70 to Sta 33+40 (Lt) Sta 66+75 to Sta 67+40 (Rt) <br />TYPICAL DRIVEWAYS DETAIL Sta 67+60 to Sta 70+45 (Rt) <br />Sta 78+20to Sta 80+00 (Rt) <br />I Limits of Clearing & Grubbing HEGOHU bruAv 4, <br />TYPE 1 = 0.50' HMA �^ EP Corrections By v <br />TYPE 2 = 0.25' HMA 91f EP 4' 1, Limits of Clearing & Grubbin No Changes By <br />Earthwork E Earthwork (Misc Areas) Date 3�/ d <br />Existing 4 min f (Misc Areas) o Any Person Using This Drawin h Id V1- <br />Surface See Note Below Cpngt o 1 E Swale 6 All Information By InspectirLg a Of <br />--- Match Existing Slope $q� <br />--- -- - - - -° F 2' 12' <br />"Now Existing- f Existing Roadway var o 2' 2'' <br />Var `87. .Match Existing Slope <br />o �--------______J Shoulder Existing __� <br />Roadway _ _ <br />D Backfin Surface -�-'- - <br />PAVEMENT REPAIR DETAIL <br />�, g °r I� 1't Existing Roadway ' <br />.�L X EARTHWORK (MISCELLANEOUS AREAS; Existing Shoulder J_____________ -� <br />NOTE: Width (4 minimum). Approximate dimensions Surface Backing <br />m used for estimating purposes are available upon request. EARTHWORK (MISCELLANEOUS AREAS; <br />Z Dimensions, locations and Type are subject to change at Sta 94+00 to Sta 98+00 Lt k <br />the Engineer's discretion. ( ) apecrA� � H.or STIP W-*31tOSTA(>1}� <br />g Sta 95+-5e to- 98+50 fRtj- per- CCO 1 Sta 10+43 to Sta 11+65 (Lt) <br />COUNTY OF SAN JOAQUIN NO SCALECONSTRUCTION DETAILS HENRY ROAD RESURFACING Sheet No. <br />(Santa Fe Road to Orange Avenue) 5 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Dan jCam&V 512019 <br />