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E <br />N <br />N <br />to <br />ri <br />E <br />f <br />cri <br />04 <br />O <br />DATUM: <br />C <br />C <br />�C <br />i <br />. � FILE No.; <br />V <br />R/W <br />DBS FL HP EP <br />4' 4' 2' <br />4:1 OR <br />FLATTER <br />RETENTION SWAk_L. <br />30' <br />ETW <br />5' <br />VARIES <br />�6.9'-9.6'�_ <br />"R" LINE <br />VARIES <br />41.6'-47' <br />EP HP FL DBS <br />17' 17' 4' 4' 4' <br />ETW <br />12' 12' 5' <br />VARIES 14' 3' <br />10.1'-11.4' <br />Var, 1'-2' <br />1 SAWCUT SAWCUT <br />—1.9% TO 2% PG/CROWN <br />8% 1 SUPER 2% 5% OG <br />L._ -- — -._.— <br />4 HMA DIKE <br />4;1 OR <br />8 Exist (TYPE E) FLATTER <br />_f 0.25' AC 3 t <br />1 Q.50' AB 1 RETENTION SWALE <br />RIVER ROAD <br />"R" 28+89.78 TO 30+36.54 <br />Exist <br />R/W <br />R/W <br />30' (STA. 27+27.51 TO 28+22.06) <br />VARIES 30'-33.1' (STA. 28+22.06 TO 28+89.78) <br />DBS FL HP EP <br />4' 4' 2' 17' <br />OG <br />4:1 OR <br />FLATTER <br />RETENTION SWALE <br />2:( or <br />-Z gk'"j Vti�+e S <br />ry <br />"R" LINE <br />VARIES <br />47'-52.8' <br />EP HP FL DBS <br />17' 4' 4' 4' <br />ETW ETW <br />512' 12' 5' <br />VARIES VARIES <br />6.9'-15.2' 1.8'-10.1' <br />Exist EP1' PG/CROWN SAWGUT <br />379 TO 1.n SAWCUT 3% TO 2% <br />SUPER SUPER <br />I <br />Exist <br />— 0.25' AC <br />0.50' AB <br />HMA DIKE <br />(TYPE E) <br />RIVER ROAD <br />"R" 27+ 27.51 TO 28+ 89.78 <br />_y " .? i:�' <br />Exist <br />R/W <br />.- <br />�-- OG <br />`-- 4:1 OR ° •, <br />FLATTER `. <br />RETENTION SWALE ` N. <br />l\—V 1'-12.2' <br />REMOVE BASE <br />AND SURFACING <br />" rZ" 2 $ t I Z T6 3v-f- 36 �. <br />NOTE.,. <br />1. FOR NOTES, ABBREVIATION AND LEGEND, SEE SHEET X-1. <br />Wier►rr Ava Con9dW lffpWmmsnt Pro}ct <br />Daft Accepted_ <br />AS -BUILT <br />Resident Enginw - Mauncio Rivera, P.E. <br />RwvWAm By D . F 12A ^)C e-dun& 8, 202t <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE P U I SAN JOAQ►UIN COUNTY PUBLIC; WORKS DRAWING <br />o .. ..... Q�p SSI <br />HORIZONTAL. NO SCALE F. DeMARCO 09-29-16 DG �`� ••• ••+ fi <br />DRAWN: _.' ��' .y •,'yG, <br />X-- 9 <br />VERTICAL: - •• 2 <br />DESIGNED: R. GIBSON 09�-29-16 v► < AVE; � : ; �" of <br />RID R V <br />I�� TECHNICAL SERVICES, INC. ; ..: McHENRY � No, C70999 <br />I i i CHECKED: K• OAKS 09-29-16 2020 L STREET, SUITE 300 a .:: ' *:�Exp. 06-30-17 X-9 <br />INCHES SACRAMENTO CA 95811 <br />- <br />f'•jC'y•, �+•I.�.."••©..�,� StfET <br />a is zo 30 ao 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 = 916.414.1557 TYPICALSECTIONS Of h 12 °F 1 76 <br />W — — — — MILLIMETERS <br />FILE NO. <br />