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7C <br />co <br />�l <br />rl <br />DATUM <br />0 <br />E <br />Q <br />ri <br />cr <br />a <br />r <br />-9 CP Vq NLt U. <br />FRO <br />T : <br />1 o FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />Exist <br />R/W <br />VARIES <br />30'— 3 2.6' <br />C P FL EP ETW <br />51 5' <br />"R" LINE <br />VARIES <br />30'-73.7' <br />ETW EP HP <br />12' 12' 5 2' <br />Exist <br />R/W <br />V.- <br />-3% TO 1% TO 2: 1 OR <br />2% To 3% _3% SUPER 3% 8 i FLATTER FOG <br />.......... .......... <br />— — — — — — — — — — — — — — 2:1 OR <br />FLATTER <br />Exist <br />0.25' AC <br />0.50' AB <br />Exist <br />R/W <br />VARIES <br />30'-32.6' <br />CID FL EP ETW <br />- 5' 5' 5' - - <br />RIVER ROAD <br />"R" 7+05.00 TO 10+20.00 <br />"R" LINE <br />12' 12' <br />Exist <br />R/W <br />OG <br />"R" LINE <br />VARIES <br />3 5.2'— 4 5.7' <br />DBS FIL EP <br />5 5 VARIES <br />19.3'— 2 4.3' <br />VARIES <br />17.4'— 2 9,6' <br />VARIES 2.3'-7.3'— 0'-2' <br />ETW ETW ETW <br />5' 121 VARIES <br />CROWN 12'-22.2' <br />3% /—PG /—C 3% <br />5% SUPER SUPER <br />2:1 OR — <br />FLATTER <br />SWALE Exist <br />t # <br />ACE � - 0.25' AC <br />Contrac 0.50' AB <br />CCO # 0 RIVER ROAD <br />R 11+50.00 TO 13+35.00 <br />Pg Z Of 6 <br />VARIES <br />30'-73.7- <br />ETW EP <br />5' <br />2% To 3% 2% TO 3% OG <br />------- — <br />2:1 OR <br />FLATTER Exist <br />0. 25' AC <br />0.50' AB <br />RIVER ROAD <br />"R" 5+58.42 TO 7+05,00 <br />Exist <br />R/W <br />VARIES <br />32.6'-35.2' <br />Exist <br />R/W DBS FL EP <br />5' 5' <br />VARIES <br />34.5'-46.7' <br />"R" LINE <br />VARIES <br />46.7'— 6 2.3' <br />1100AM16 <br />VARIES VARIES 2' <br />17'— 19.3' ETW 1 7— 17.4' <br />VARIES 0'-2.3'— VARIES <br />ETW ETW 0'-- 0. 7 5' ETW <br />5' 121 12' 5' <br />VARIES 14' 14' VARIES <br />3'-3.6' <br />3— 5.3' ,.,--SAWCUT SAWCUT <br />OG <br />% <br />P G <br />A 3% <br />SUPER <br />5% <br />-4 <br />L— — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — ---- <br />2:1 OR <br />FLATTER Exist <br />SWALE 0. 25' AC <br />0.50' AB <br />Exist <br />R/W <br />EP HP <br />2' <br />ETW <br />5' 2:1 OR <br />FLATTER <br />1% g OG <br />RIVER ROAD <br />"R" 10+20.00 TO 11+50.00 <br />2:1 OR <br />FLATTER <br />OG <br />Exist <br />R/W <br />4-- <br />'I I ' I I 1 0 <br />SURVEY REVISION DESCRUP-1-ION BY DATE SCALE PREPARED BY DATE SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />/1\, Revised River Road West of McHenry Avenue ISL 08/30/19 mcm <br />HORIZONI'AL: NO SCALE F. DeMARCO 09-29-16 m•% eil X-5 <br />DRAWN, . n,_ <br />AM . ­4 J. GIBSON •- ��_ <br />VERI'ICAL: •llc�. *. E OF <br />R. GIBBON 09--29-16 <br />OESIGNED, N C709 <br />McHENRY AVE CORRIDOR IMPROVEMENTS 99 <br />TFANICAJ .9FRVIGFS, INC. <br />—9 <br />0 2 <br />CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 Exp. 06-30-17 X <br />INCHES SACRAMENTO, CA 95811 SHEET <br />0 10 20 30 40 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 TYPICAL SECTIONS <br />or ChO 8 OF 176 <br />MILLIMETERS <br />FILE NO- <br />