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J <br />R/W <br />VARIES <br />42' - 54.2' <br />DBS FL HP EP <br />4' 4' 4' <br />oc <br />-----2:1 OR� <br />FLATTER <br />SWALE <br />Exist <br />R/W <br />E <br />_n <br />N <br />0 <br />ii <br />E <br />F= <br />v� <br />3 <br />v <br />O <br />J <br />i <br />Q DATUM: <br />n <br />�E <br />=g <br />on ._ <br />3 <br />^ <br />(v ` <br />v <br />Cam' � <br />i'� FILE Na. <br />OG <br />m� <br />ETW <br />5' <br />HMA DIKE -T <br />(TYPE E) <br />VARIES <br />24'-41.1' <br />VARIES <br />18.5'-32.2' <br />VARIES <br />24'-36.1' <br />2% TO -0.48% <br />SUPER Exist EP <br />45.2' (STA. 16+40.98 TO 16+48.42) <br />VARIES 49.7'-50.2' (STA. 16+48.42 TO 16+57.93) <br />DBS FL HP EP <br />4' 4' 4' 29' <br />-11 <br />2:1 OR <br />FLATTER <br />SWALE. <br />ETW' <br />5' <br />0 <br />"R" LINE <br />VARIES <br />8.1'-10.5' <br />1' SAWCUT <br />VARIES <br />45.6'-47.2' <br />EP HP FL DBS <br />VARIES 4' 4' 4' <br />17'-19.1' <br />SAWCUT <br />ETW <br />12' VARIES <br />5'-•7.1' <br />PG/CROWN <br />2% <br />--------------- <br />l�J <br />Exist HMA DIKE <br />— 0.25' AC (TYPE E) <br />0.50' A <br />RIVER ROAD <br />"R" 19+30.83 TO 21 +75.42 <br />"R" LINE <br />l <br />f- PG/CROWN <br />24' <br />I— <br />5% . OG <br />- �. -.` <br />4 <br />4:1 OR"'-,, <br />FLATTER <br />RETENTION SWALE <br />VARIES 5.5'-6.5' <br />REMOVE BASE <br />AND SURFACING ` <br />Exist <br />R/W <br />_- <br />EP HP <br />29 4' <br />57 1 2% 1 2% <br />L__--.—_------ ---------J <br />HMA DIKE <br />TYPE E Exist <br />( } 1 -- 0.25' AC <br />0.50' AB <br />RIVER ROAD <br />"R" 16+40.98 TO 16+57.93 <br />ETW ,— Conc BARRIER <br />5' (TYPE 80 Mod) <br />8% 2:1 OR <br />FLATTER <br />OG <br />R/W <br />KIEL <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />2. TYPICAL SECTIONS "R" 16+57.93 TO 19+30.83, RIVER ROAD/McHENRY AVENUE <br />INTERSECTION NOT SHOWN. <br />Mdi M Ave Cortidw laVmvwn" ftod <br />Daft Aoceplod <br />AS -BUILT <br />Readent Ergmw - M aumm Rivera, P.E. <br />Ravoions sy 0,Ei Aw co June e, za2t <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE S14N .�C►AQUIN COUNTY PUBLIC WOFtKs DRAWING <br />� a A Q-�� �, o Q Q�0 SS/ � <br />HORIZONTAL. NO SCALE F. DeMARCO 09-29-16 G �' ••: y X—� <br />DRAWN: 4 2. f�� y _ N <br />GI <br />VERTICAL: 4' �^' : OF <br />R. GIBSON 09-29-16 �: - t " , -c `cam" « <br />McHENRY VDESIGNEa. TECHNICAL SERVICES, INC. ; � ,� r Na. C70999 <br />a ' _ _ 2020 L STREET, SUITE 300 :.Exp a6-3o-t •;--'� <br />I I i I CHECKED: K. OAKS 09 29 16 .t '* , , <br />INCHES SACRAMENTO, CA 95811 '••.cw\i .••` <br />APPRC7VED: 14 a TYPICAL SECTIONS `�� oFcaua'��� o�G 176 <br />0 7a za sa as 5o T. BARNARD 09-29-16 T 916.414.5800 F 916,414,1557 ET <br />�' � �-.. � �P � <br />I i I I I I r�-o.g <br />_ - — MILLIMETERS <br />FILE NO. <br />