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TYPICAL SECTION <br /> ENUEE43RD A VENUE- <br /> EXIST <br /> X/ST. R/W RIW VARIES (80P- 100) EXIST. R/W <br /> STANDARD CLEARING AND GRUBBING <br /> VA RIES 8 ' SHLOR 12 ' CONST. VARIES <br /> 12 ' 8 ' SHL OR VAR/ES <br /> SOD SOD <br /> SOD PAYED ` 1 PAVfD SOD <br /> 4 2 <br /> PGP <br /> 3- VAR. . 06 . 02 . 02 . 02 02 . 06 VAR. <br /> It- TO 4' MAX 6 ' I � -►11 .6_ �4 L NAYS �4: 1 MAX) 77E TO <br /> EXXISTING 12 " STABIL/ZED EXIS77NG <br /> GROUND SUBGRADE GROUND <br /> SWAL£ TYPE B (MIN. LBR 40) CLSWALE <br /> PA VEMENT Of-SIGN <br /> NEW CONSTRUCTION. <br /> DES/GN SPEED = 50 MPH ASPHAL TIC CONCRETE TYPE S (2 1/2 <br /> POSTED SPEED = 45 MPH OPTIONAL BASE GROUP 7 <br /> PAVED SHOULDER. <br /> RIGHT SIDE <br /> SAME AS NEW CONSTRUCTION PA VEMENT DESIGN <br /> LEFT SIDE- <br /> SA ME <br /> IDESAME AS NEW CONSTRUCTION PA I4LMENT DESIGN <br /> Q NOTE <br /> 1. ASPHALT CONCRETE SHALL BE APPLIED /N TWO LIFTS <br /> STAT/ON 304 *27. 18 TO STAT/ON 326* 570 1. SH« LIFT SST of I I srs� of 1 1/2 " OF S-/. SECOND <br /> LIFT <br /> Mh I BTREVI ! ONS <br /> OFSGRPIIaN w RV OESWWOOI /Nu, .pM- Cc.",y APPROM M s F- <br /> °"°° �"'"' Ia t��,, � ' 81 N75 TYPICAL SECTION sr <br /> ' ted 03soana 43RD . AVENUE 74] <br /> Jw� L 111wyiwy P.f. I°94e/ Ymwyr <br /> OAM : ' <br />