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I rl K) c <br />SIDE ROAD I'D" <br />STA. 143+677 LT. <br />1'•40' <br />E <br />t <br />SIDE ROAD %" <br />STA. 31+ 55 LT <br />1"• 40' <br />'o <br />_0 <br />40' R <br />r_R <br />50' R <br />oi <br />t <br />mfw 11 <br />i <br />SIDE ROAD "E" <br />STA. 143+677 RT <br />1'- 40 <br />wr.a yrs <br />E�i:woscr—.. <br />�(6) 2.2 <br />TYPICAL CROSS SECTION <br />FOR <br />INTERSECTIONS1 <br />STORM SEWER CATCH BASIN, CONC. <br />CURB & CONIC. SIDEWALK <br />I�� <br />E-40 BLACKTOP <br />CURB SErTION <br />TA10 -60 <br />O <br />EDGE OF MAT <br />3c x 6' C P <br />-,INLET 988.50 DiSCH 988.-25 <br />5 2' C P <br />-4"S6 DI§ -cm 969 <br />,/I -C. B. TYPE 1-0 <br />TOP ELEV. 993.00 <br />EDGE OF MAT <br />PLDCONC- <br />45 <br />ELEV 992 2 <br />___5HOULDER <br />ISO' <br />ELEV.—i42.8 FL' <br />4 <br />L E4 l. <br />BEGIN CON SIDEWALK <br />z <br />STA. 3 43 LT. <br />F <br />70�A! <br />r <br />a 1 <br />0 <br />C4 <br />CURB 0 <br />CZf# j A C <br />N. N 992.68 _ F.L + <br />END _COhj��_CVRB_ <br />ELEV 992 5 F.L. <br />In <br />INLET 987 00 DnWN. "&S <br />CONC, CLIR- <br />-—kEGIN CQNC; CUR <br />SIDE ROADELEV. <br />9912 F.L. <br />STA. 5 +05 LT Ot RT <br />1'`20' <br />4- <br />4 <br />11, 11' --4 41 <br />I rl K) c <br />SIDE ROAD I'D" <br />STA. 143+677 LT. <br />1'•40' <br />E <br />t <br />SIDE ROAD %" <br />STA. 31+ 55 LT <br />1"• 40' <br />'o <br />_0 <br />40' R <br />r_R <br />50' R <br />oi <br />t <br />mfw 11 <br />i <br />SIDE ROAD "E" <br />STA. 143+677 RT <br />1'- 40 <br />wr.a yrs <br />E�i:woscr—.. <br />�(6) 2.2 <br />TYPICAL CROSS SECTION <br />FOR <br />INTERSECTIONS1 <br />STORM SEWER CATCH BASIN, CONC. <br />CURB & CONIC. SIDEWALK <br />I�� <br />