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Limits of Clearing $ Grubbing <br />var 12' 12' •/0 <br />.17 -7 Asphalt Concrele <br />0. 50'A.9greqI Base <br />Refer to cross sections Stet. 5*00 to Sta. 7*50, ale + Refer to Plan �AI-OfIYC -5178. <br />for variable aILances. Sta. 121-62 to Sta. 16-400. for A.C. Dike locahons. <br />Transition 5/a. 5-16V to Sta. 3-f50 <br />ord Sta. 15e00 to Sta. 16,,00. <br />Litniis of Clearing$ Grabbing <br />Const <br />/0• 12 12' 12' 8' <br />�2�1 2 7��,4 C 04e <br />V -A <br />Cl: -6 <br />017'Asphalt Concrete <br />050',499regale Base <br />5 ta. 7,150 to Sta. 8 *42 <br />T YP/CA L. 5EC TIONS <br />Scale : =6 <br />Notes: <br />I- Automatic screed and grade control shall <br />not be required on the asphalt paver. <br />2.- Imported Borrow shall have an R - Value <br />cj?aal to or greater than 40, the sand' <br />equivalemL revirelnenf is waited <br />Compac fed native. <br />or importedborrow <br />O \� 0. •499,regate <br />Base <br />--E. P. <br />Note: Refer to Plan 0; Profile .5h1s <br />for variable- 45talxes. <br />T YPE <br />DR-1 VEWAY DETAIL <br />Scale: 1 /0' <br />It <br />-04,11, <br />i <br />iZrI, <br />Z <br />A tu <br />"RT QQ <br />QQ <br />CC <br />A 8 B <br />H C <br />B B <br />Span Span Span Span Span Span <br />Span Span Span Span Span <br />Span <br />-Span Span Span <br />Note: <br />Refer hoshi `6t7 for <br />SPAN LAYOUT <br />Camber Diagrams. <br />Scale: 30" <br />Cl EARIN RUAMIN6 <br />FROM TO <br />I- T <br />Sta. 5-,,L 00 sta. /6 *040 <br />CX-,NRREC'-F10N-S- 11Y <br />NO (Z"HANGE-S <br />ROADWAY EXCAVAT/Oi l <br />DA-I'E <br />LOCATION, QUANTITY <br />Sta. 5,,.00 to Sra. 8f42 291 C.Y. <br />.5ta. 12.,62 to Sta. 16 tOO 126 C.Y. <br />Total 417 C.Y. <br />IMPORTED A60RROW <br />L OCA TION OVANTITY <br />Sta. 5-t00 to Sta.8e-42 50 C.Y. <br />Sta. 12*162 to Sta 16.,,,00 950 C.Y. <br />Total 000 C.Y. <br />FINI SHINC7 ROADWA Y <br />FROM ro <br />-5ta. 5-t00 sta. 16 P00 <br />DRIVEWAY (TYPE 6;E`) <br />LOCATION WIDTH AREA 12•",0'RC,0RMCWAY <br />Plpf (CZ. L 7 <br />Sta. 7+600 Zt 14' 37 S.Y. 24 L.F <br />5ta. 11�9& 18' 83 S.Y. — <br />Totals 120 S.Y. 24 Z.F <br />CL. 2 AGGREGATE BASE <br />LOCATION QUANTITY <br />5ta. 5,100 to Stec. 8.,,42 150 C. Y. <br />SO 12,162 to Sta. 16 -40 147 C.Y. <br />Driveway (ryDC';E'*) 7 C. <br />Total 304 G.Y. <br />MPHALT CONCRETE <br />L064flON 00.4NTITY <br />Sta. 5*00 to Sta. 8f 42 104 Tons <br />5ta. 12 #62 to Sta. 16 e00 105 Tons <br />Dike (rypeW) 13 Tons <br />Misc. Areas 2 7ons <br />Total 224 Tons <br />Pl. ACING ASPHALT <br />CONCRETE DIKE (TYPE A") <br />LOCATION OVANTITY <br />Sta. 7*50 to 8*15 Rt. 65 L. F <br />5ra. 12,,60 to 16 -100 Rt. 340 L.F. <br />Total 406 Z. F. <br />..... . .. .. ... .. ... <br />ASPHALT CONCRETE (MISC. AREAS) <br />(OVR.SIDE 9RAIN) <br />LOCATION QUANTITY <br />Sta. 81-00 RI.- 5 S.Y. <br />,Sta. 14t00 fit. 5 5-Y <br />Stet. 1-6+00 Rt 4 S.Y. <br />Total 14 S.Y. <br />NOTE <br />Refer to sht 04 for Bridpe- Quantities. <br />---- - , -"- - - ---- - -- = -- -- -- - - - - -- --- -- --- <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOM MENDED BY DATE SHEET TOTAL <br />I TYPICAL SECTION, PROJ ECT DU,5 -r1N ROAD Z31?. 01136 NO. SHEErs <br />'AN JOAO SCALE: AS NOTED (;OUN"!*Y OF S, UIN CONS TRUC TION NOTES DETAILS DRAWING NO. STATE NO. 29C- 129 <br />9 /0 <br />_R <br />de Pc <br />