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E <br />o. <br />0 <br />I <br />CV <br />Ld <br />O <br />U <br />O <br />N <br />E <br />Ln <br />I <br />0 <br />to <br />O <br />t <br />U) <br />DATUM: <br />a <br />� <br />3 <br />o <br />-� <br />U; <br />FILE No. <br />69 <br />FOR DETAILS NOT <br />SHOWN, SEE <br />811-60 <br />ETW -----_ --BARRIER LOC Conform to existing. 2:1 <br />where and if available. <br />FG ► #6 ® 12 <br />I Existin slope, variable. <br />g P <br />#5 TOT 10 PLACE AGAINST <br />SURVEY <br />HMA DIKE (TYPE F) <br />HMA DIKE TRANSITION <br />10'�0i, <br />N <br />1 _g" UNDISTURBED SOIL ` <br />' HMA TRANSITION <br />CONCRETE BARRIER HMA DIKE (TYPE F) TO <br />(TYPE 80 MOD) HMA DIKE (TYPE C) <br />— ATTACH PICKET TO EACH RAIL <br />WITH 2-61) Galy NAILS OR <br />2—#10 Galy SCREWS, Typ <br />I I <br />I I <br />I I <br />I I <br />I I <br />1I I+- - <br />I I <br />- - - - - - - -1I1 1I1 <br />I ! <br />I I <br />I I O <br />I I I <br />ATTACH 2"X4" WOOD RAILS <br />I I <br />! ! <br />1 I <br />i i <br />I I <br />I I <br />1 I <br />i i <br />p <br />TO 4"X4" WOOD POST WITH <br />I <br />4 GALVANIZED NAILS, Typ <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />! I <br />1 1 0 <br />I I <br />1 I- <br />I I <br />I I <br />I 1 <br />I I <br />FG <br />1 11� 1 r� . • <br />'� 11- �•.y � <br />i <br />4"X4" WOOD POST, <br />TYP f ' <br />:. <br />f' <br />0 <br />y <br />1'0 CONCRETE FOOTING, <br />Typ <br />01'-0", <br />Typ <br />PLACE <br />3" OF LOOSE GRAVEL <br />PRIOR <br />TO SETTING POST, Typ <br />REVISION <br />Clarify slope limits at barrier rail. <br />WOOD PICKET, <br />%" Min DRESSED <br />THICKNESS <br />WOOD FENCE DETAIL <br />(RIVER ROAD AND McHENRY AVE PROPERTIES) <br />DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />HORIZONTAL: 1 "=1 O' <br />DRAWN: <br />F. <br />DeMARCO <br />VERTICAL.: <br />DESIGNED: <br />R. <br />GIBSON <br />1 1 I I I <br />CHECKED: <br />K. <br />OAKS <br />INCHES <br />0 10 zo 30 ao 50 <br />I I I I I I <br />APPROVED: <br />T. <br />BARNARD <br />- - MILLIMETERS <br />HMA DIKE (TYPE C) <br />2"X4" WOOD RAIL, <br />-- TOP AND BOTTOM <br />1 <br />4"X4" WOOD POST <br />CENTER WOOD <br />SLOPE CONCRETE <br />SURFACE FOR <br />/--'. DRAINAGE <br />,,��1'� CONCRETE .: <br />. <br />FOOTING. <br />POST <br />Pa urH <br />—�a CO <br />09-29-16 A _ .� <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />HMA DIKE (TYPE C) <br />HMA DIKE TRANSITION <br />HMA DIKE (TYPE F) <br />HMA TRANSITION <br />HMA DIKE (TYPE C) TO <br />HMA DIKE (TYPE F) <br />1 I I A f111J C Pvvn r CN <br />HMA DIKE (TYPE C) <br />HMA TRANSITION <br />HMA DIKE (TYPE E) TO <br />HMA DIKE (TYPE C) <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By ems'/ — 9/28/2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />MISCELLANEOUS DETAILS <br />DRAWING <br />J1e. <br />CD-5 <br />w%RASHO J. OF <br />• No. C7Exp. 06-�CD-7 <br />'''• CIVSHEET <br />OF CAL <br />33 OF 176 <br />FILE NO, <br />