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C Const. Ditch Grade <br /> See Ditch Grade <br /> 1I C Const. Schedule <br /> Limits of Clearing and Grubbing 12' 7't 5' <br /> © © I Var, `Var. I <br /> 12'-15' 12 _15 See Shld. Details 1 , <br /> Shoulder A & B this sheet <br /> 0.04' A.C. s =Var. Vor.� 0.2' Shld. Backing 0.17' A. C. Overlay <br /> Exist. Roadway Existing A.C. Walkway <br /> Existing RoadwaySHOULDER DETAIL — A„ <br /> 0.17' Asphalt Concrete Overlay Sta. 10+45 to Sto. 29+58 D St.) <br /> (] Limits of Mailbox relocation. <br /> Increase edge thickness to 15'—Sta. 4+47 to Sta. 10+45 DITCH GRADE SCHEDULE <br /> 0.17' A.C. across intersections. 12'—Sta.12+00 to Sta. 30+20 Station Elevation Remarks <br /> p 7'—Sta. 4+47 to sta. 12+so TYPICAL SECTION 13'—Sta.30+20 to Sta. 30+67 11+90 20.93 S.D.I. (Conform) <br /> 5'—Sta. 12+50 to Sta. 14+00 "D' S{r@@{ 14+18 22.07 High Point (Grade Break) <br /> 15+47 21.42 S.D.I. (Conform) <br /> 8'—Sto. 14+00 to Sto. 30+67 Sta. 4+35 to Sta. 30+67 16+38 21.99 High Point <br /> 17+50 21.28 S.D.I. (Conform) <br /> ® 13'—Sta. 4+35 to Sta. 8+15 18+00 21.53 High Point (Grade Break) <br /> 15'—Sta. 8+50 to Sta. 11 +00 Const. 19+97 20.40 X—drain (Conform to A.C. Apron) <br /> 12'—Sta.10+45 to Sta. 30+67I 24+05 22.44 High Point (Grade Break) <br /> 9 Limits of Clearing and Grubbing <br /> 26+80 21.06 S.D.I. (Conform) <br /> 3 28+30 20.50 Culvert (Conform) <br /> c y 28+73 21.66 High Point (Grade Break) <br /> 9.5' 12' 12 4 29+58 21.08 Exist. C.G. & S. (Conform) <br /> i See Planing Shoulder <br /> Detail on Const. <br /> R Sheet 4 <br /> _Var. _Var. Var. Var Conform <br /> v _ 13'-15' 4�{ See Planing Detail <br /> L — i �� I on Sheet 4 <br /> Var_ <br /> A <br /> L Variable Depth — —n <br /> Existing Roadway — — — — — — — — — J <br /> Shld. Backing <br /> _ ® Existing Roadway—T- <br /> 13 <br /> rn Exist. Conc. Curb & Gutter 0.17' Asphalt Concrete Overlay Exist. Conc. C. & G. <br /> M Sta. 0+30 to Sta. 11 +55 P <br /> Var. De th A.C. to remain in place <br /> or o to remain in place <br /> .TYPICAL SECTION SHOULDER DETAIL — B <br /> m <br /> Loomis Avenue Sta. 4+75(Rt.) to Sta. 10+45(Rt.) („D„ St.) <br /> Ln Sta. 0+00 to Sta. 11 +90 Sto. 29+58(Rt.) to Sta. 30+60(Rt.) („D„ St.) <br /> O <br /> Z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION MORRISON GARDENS 4 ESURFACING Sheet N2. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL MMENDED DATE <br /> .�",.v.! 6. .d�,� f/98 -�� via/s� � �i✓ `/�G�yB �� ' 198 / _ �7"lf <br />