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TCE <br />15 <br />(STA. 70+00.00 TO <br />71+05.84) <br />TICE <br />TCE <br />EXIST. <br />R/W "M" LINE R/W TCE <br />30' 46' 16 <br />EP EP <br />17' 29 1 <br />ETW Exist ETW ETW <br />12.6' 59 121 6' 61 12' 5 0 <br />1' SAWCUT 1' SAWCUT <br />2% PG CROWN <br />GRADE TO DRAIN GRADE TO DRAIN <br />— — — — — — — — — — — — <br />OG <br />8.3' PROPOSED WOOD FENCE <br />(STA. 71+31 TO 72+13) <br />X <br />X <br />OG <br />Exist <br />' 0.25* AC <br />0. 50' AB <br />L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - <br />McHENRY AVENUE <br />"M" 70+00.00 TO 71+90.30 <br />EXIST. M" LINE <br />R/W "M" LINE R/W TCE IL <br />15' 30' 46.2' VARIES <br />OG <br />15 1 <br />OG <br />E <br />R <br />DBS FL <br />2' - - <br />2: 1 OR <br />FLATTER <br />EXIST. <br />R/W <br />DBS FL <br />2' - _ <br />2: 1 OR <br />E FLATTER <br />C4 <br />CD <br />SURVEY <br />U DATUM. <br />loll <br />r-ILr- NO, <br />EP <br />17 t <br />HP/DFS ETW <br />71 4 9 5 l 12 <br />1' SAWCUT <br />1' <br />me <br />Exist ETW <br />61 6' <br />1' SAWCUT <br />NOTES: <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />2. TYPICAL SECTIONS "M" 72+76.85 TO 74+06.63, McHENRY AVENUE/MEYERS <br />ROAD INTERSECTION NOT SHOWN. <br />3. TYPICAL SECTIONS "M" 71+90.30 TO 73+17.73, McHENRY BRIDGE OVER <br />SSJID CANAL NOT SHOWN. FOR SECTION ALONG BRIDGE, SEE STRUCTURE <br />PLANS, DRAWING S-301. <br />R/W TCE <br />46' 16 <br />PROPOSED <br />WOOD <br />ETW EP HP FENCE <br />51 4' X <br />rr <br />ETW w <br />12' 5 <br />V-10.9, <br />EP <br />PG CROWN <br />GRADE TO DRAIN <br />- — — — — — — — — — — — — — --- — — — — — <br />4: 1 OR Exist <br />FLATTER 0.25' AC <br />0. 50' AB <br />MnAm WAI r <br />I It L_ I I - <br />(SEE DRAINAGE PLANS) McHENRY AVENUE <br />"M" 68+94.13 TO 70+00.00 <br />m <br />I <br />17 1 <br />"M" LINE <br />m* <br />m <br />0 <br />HP/DFS <br />ETW <br />Exist <br />ETW <br />ETW <br />79 4' <br />51 <br />12' 6' 6# <br />12' <br />5 <br />1' SAWCUT 1' SAWCUT <br />PG CROWN <br />2% <br />2% <br />GRADE TO DRAIN <br />— — <br />— — — — <br />— — <br />— — — <br />4: 1 OR <br />2Exist <br />FLATTER <br />1 <br />u Ll <br />0.25' AC <br />\—RETENTION <br />0.50' AB <br />SWALE <br />(SEE DRAINAGE <br />PLANS) <br />McHENRY AVENUE <br />"M" 55+25.79 TO 68+94.13 <br />REVISION <br />DESCRIPTION <br />BY DATE SCALE <br />PREPARED <br />BY <br />DATE <br />HORIZONTAL-. NO SCALE <br />DRAWN.- <br />F. <br />DeMARCO <br />09-29-16 <br />A mOWV%" <br />11111110%fm <br />VERTICAL: <br />DESIGNED: <br />R. <br />GIBSON <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />0 1 2 <br />1 <br />1 1 1 1 <br />CHECKED. - <br />K_ <br />OAKS <br />09-29-16 <br />2020 L STREET, SUITE 300 <br />INCHES <br />SACRAMENTO, CA 95811 <br />0 10 20 30 40 50 <br />I <br />APPROVED- <br />T. <br />BARNARD <br />09-29-16 <br />T 916.414.5800 F 916.414.1557 <br />MILLIMETERS <br />FILE NO. <br />R/W <br />m- <br />OG <br />X <br />_2%_ 8z EXISTING <br />HOME <br />II I <br />2: 1 OR _j <br />FLATTER <br />EXIST`ING--/�lil <br />RETAINING WALL OG_:/ <br />(TO 8 E <br />REMOVED) McHENRY AVENUE <br />"M" 71+31.07 TO 71+93.54 <br />NO CHANGES <br />MdiWn Ave OW"dw ImWwMrwt ftod <br />D4ft Aco"ftd <br />AS -BUILT <br />Resident ErginSw - Mmwiao Rivera, P-E: <br />RwAsimw By P,!F gAV co June 8, 2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />TYPICAL SECTIONS <br />I <br />DRAWING <br />S S <br />00 %e� <br />X-3 <br />OF <br />No. C70999 <br />*all Exp. 06-30-17 <br />X-9 <br />�.l v k\�• •SHEET <br />Of <br />CkOLok <br />6 OF 176 <br />