Laserfiche WebLink
0.25' A.C. Overlay ; 100' A.C. Trans. <br /> 1 <br /> - W <br /> 6. ` NSW � o <br /> N O :3o m ° '� . 75' ■ 0 <br /> ` ( 0) Z <br /> I <br /> 0•10 i o i + nl o <br /> 15.E X38' ; Ln o; <br /> Place A.C. Apron at D.I. Conform at EP 0.00 . • o o 0 <br /> Slope to Drain. Planing (TYP•) _ _ <br /> Conform to Grate. / a <br /> ....._....... <br /> 6 • <br /> D >r 0.10' ETW ± <br /> C7 0 OE Const. <br /> o m = . . . . PQ <br /> � AM <br /> -n 0.00 �. <br /> _ r - <br /> r U) • <br /> M M m _ <br /> L, FREMONT STREET ETW <br /> _ <br /> Z D <br /> 0 13 14 15 - t" <br /> • G, Reset SDI <br /> N o Frame and <br /> + - Grate to Grad <br /> °' <br /> O • . -- <br /> • • 0.00 N .. <br /> 0.1 _ <br /> 0 <br /> 0 10 <br /> ETW _.. <br /> EP No 6,■ EP + i <br /> LEGEND 16, - <br /> 16' Existing Fence �-►B rn� <br /> L/� State Right—Of—Way to Remain <br /> /' ��- $, $, Grade to Drain <br /> ® Area of Pavement Repair (Approx. 195 S.Y.) 40 Now- <br /> ���� 1' <br /> cn f. Co <br /> 00 <br /> nfor <br /> t ® Variable depth Asphalt Concrete --- rn 0 <br /> ■ Limits of Asphalt Concrete Pavement Planing - Sloe , + 159■ <br /> M R Conform to Existing Radii 0.25' A.C. Place <br /> 10'x 10' jr Lv 1 0 <br /> Existing Maintenance Hole to Adjusted to Grade A.C. ' O ' <br /> m - 0.75 A.C. Pavement Repair � Ram � i �� ' END RESURFACING <br /> 0 1 Existing Utility Box to Adjusted to Grade SECTION B—B .41 6 p ; zLU <br /> --mo- Existing Fence to remain in place N.T.S. 3Q ; FREMONT STREET <br /> COUNTY OF SAN JOAQUIN SCNO ALE PLAN FREMONT STREET; 100' W/0 Golden Gate Ave. south to Windsor Ave.) Sheet No. <br /> F STREET; Roosevelt Street to Waterloo Road) 6 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE APPROVAL RECOMMENDED I DATE <br />