Laserfiche WebLink
N _ <br /> DEQ <br /> Any 41WW This D1-717 <br /> � 0.21' A.C. Overlay <br /> FI:FNn 4:: informefton By Iosutct;r,0 Th ena of kA ,. 1 <br /> Variable Depth Asphalt Concrete Overlay. N <br /> Const. 2�' ,:: 10.08 'Conform <br /> ® <br /> Roadway Widening. ■ <br /> 15� <br /> 0.00 Depth of Asphalt Concrete Pavement Planing New E.P. (Typ.) 4' 35 <br /> R 0.00 <br /> ■ Limits of Asphalt Concrete Pavement Planing. R <br /> R Conform to Existing Radii. <br /> Existing Manhole to be adjusted to grade. a'- a'- LR . <br /> ` Existing Water Valve to be adjusted by others. 5 6 7 SSM J <br /> A <br /> Existing SDI to remain in place. ! + + ------- <br /> - } <br /> m <br /> -- - Grade Gutter to drain as indicated. New E.P. (Typ.) 2 R <br /> R3 51 4 <br /> 1 ' <br /> Designed Ditch Grade 0.00 ,a <br /> _. 20'i 0.08[Conf lm <br /> Iml0 rr <br /> o <br /> �' mQ C Const. it l �1y <br /> s g P + <br /> Gianone P-ar-k <br /> -- - <br /> d (• �a■6 <br /> T-.Y.-P.. <br /> . .. . .. . .o <br /> $ 1Q ¢cMH <br /> -..-.. -. FO-001 0..0008 <br /> 12 13 <br /> 6 Invert Elev. = 7.30 -Su <br /> Invert Elev + `oo _. <br /> + Invert Elev. = 7.30 ` <br /> T 4' <br /> Exist. pipe = 7.39 �° a m I <br /> Place 60 L.F. of 12" Dia. — L3. <br /> n Reinforced Concrete Pipe Class 5, 25' (Rt.) New E.P. (Typ.) <br /> Saw Cut Exist. driveway for pipe placementf. <br /> F f - - 0.21' A.C. Overlay <br /> o Note: Approx. ditch grade: <br /> ' Sta. 8+10 to Sta. 10+70 (24' Rt.), S=-0.04% -- <br /> Sta. 11 +30 to Sta. 15+71 (24' Rt.), S=-0.15% <br /> COUNTY OF SAN JOAQUIN PLAN HARDING WAY IMPROVEMENTS sheet No. <br /> NO SCALE (Elbert Street to Report Avenue) 5 of 12 <br /> DRAWN BY I DATE I PROJECT ENGINEER IDATE CHECKED DATE UBMfRED DATE AP OVAL RECOMMENDED DATE <br />