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OIz - N <br /> i <br /> WALNUT (TROVE ROAD <br /> 80 ` *OaD INDEX rl�u T[AD [1NEET MI[[Tt <br /> 68 sl¢ 186d 2 6 <br /> Const <br /> 4' 0.17' x 24' Asp�alt Concrete 4' <br /> A.C. Shld. A.C. Shld. <br /> AL1 <br /> 0.08 —--� <br /> 0.08' ' <br /> Existing Roadway <br /> TYPICAL /► <br /> SECTION Ll <br /> Sta. 0+00 To Sta. 69 +50 <br /> Sta. 81+50 To Sta. 114+50 <br /> Gonst. <br /> 80 ' Mini i um R/W <br /> e <br /> 5' 6' > 4' — 0.17' x 24' Asphalt Concrete 4' 8' 6' 5' <br /> A.C. Shld. A.C. Shld. <br /> ti `P <br /> 0.08' o — 2% 2% 0.08' � <br /> 0 I <br /> 11Conform form <br /> DoT• ' Vor <br /> Ditch Grade 0.50' x 32' Aggregate Base Ditch Grode <br /> 0.50' = 32' Aggregate Subbase <br /> TYPICAL T <br /> SECTION j� <br /> Sta. 69+ 50 To Sta. 81 +50- <br /> ccisf <br /> 80 ' Minimum /?/W <br /> 5' 6' 8' 4' 0.17' x 24' Asphalt Concrete 4' 8' if' <br /> A.C. Shld. I AC. Shld. <br /> oo = <br /> 0.08 2% 2% 0.08' <br /> Conform 10°1 10:1 Conform <br /> vat I C Note:Ste.11 0 ra //9-ov <br /> � Sce Cmss actions <br /> Ditch Oyoda 0.50' x 32' Aggregate Base Levelao3 <br /> Sto. 114+50 to Sta 132.00 0.50' x 32' Aggregate Subbase <br /> Ditch Grade <br /> Sta. 114+50 to Sta 132.00 <br /> 5 4 4 � TYPICAL �-+ <br /> 4't--t3'-3',,3' <br /> jp:1 SECTION 1. 101 Conform Nate Dimensic2s are sub/act to <br /> Conform --- <br /> vot. : tolerances specifiad in the <br /> Sta. 1 14. 50 To Sta. 134+ 50 Level Standard Specifications. <br /> Sta. 133*00 to Sta. 134+50 Sto. 133.00 to Sta 135+60 <br /> Scale : = 4' TYPICAL CROSS SECTIONS <br />