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a <br />m <br />rn <br />z <br />0 <br />m <br />1' 4' 2' <br />TE—� <br />_8% <br />vaC <br />_- - <br />-----� <br />Conform <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />Limits of Clearing and Grubbing <br />EP <br />1 ' �-- <br />Existing AC <br />Dike to remain <br />in place <br />Conform <br />_ � - - I___ <br />Var 0.04'-0.25' - <br />Const <br />i <br />4' � 12' -- �\(-- <br />Match � <br />w� _Exist Slope <br />i <br />-- <br />Existing <br />Roadway <br />SHOULDER DETAIL <br />Paradise Avenue: Sta 23+96 to Sta 31 +20 (Lt) <br />__.� <br />�o Ghs �y <br />�a�te _,,,,, ..... <br />4, a y i�,non Using This Drawing Should Yp� <br />' f� tnbrtr+atioR By Insn�+in� �ii+e Side rat Worl� <br />Const <br />Limits of Clearing a;�d Grubking and Mailbox Relocation <br />16' - <br />I <br />0.17' HMA Overlay <br />2� Slope <br />.... <br />a a as a�. � <br />a <br />Place 0.17' Class 2 <br />Aggregate Base <br />2� Slope <br />0.25' Cold Plane Pavement <br />(Pulverize in Place, Shape and <br />Compact to 2� Cross Slope) <br />TYPICAL S ECTI 0 N <br />Lucerne Avenue: Sta 1 +13 to Sta 19+88 <br />C�t�� <br />EP <br />1' <br />u <br />EP <br />2' 4' 1 ' <br />TE <br />8�� <br />—, <br />Conform <br />� Variable Depth <br />Shoulder Backing <br />(TYP) <br />Const <br />� Where conditions dictate, place <br />as directed by the Engineer. <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />s <br />--- - X - <br />I <br />i <br />Match <br />Exist Slope <br />i Match <br />_Exist Slope <br />1' <br />HMA Dike <br />(See Sheet 7 <br />for locations <br />and Dike <br />Type) (Typ) <br />---, <br />� Existing Roadway � '�, <br />�-----------------------------J �� <br />0.25' HMA Overlay � ,, <br />,, <br />TYP I AL S ECTI 0 N <br />Paradise Avenue: Sta 23+96 to Sta 31 +20 (X=34') (See Shoulder Detail Left) <br />Sta 156+73 to Sta 163+20 (X=25') <br />NOTE: 1. No work will be done on the concrete decks of the Interstate 205 Overpass and Paradise <br />Cut Bridge. <br />2. Lane width must be paved to sufficiently place all HMA dikes in —kind on Paradise Avenue. <br />N® SCALE TYPICAL SECTIONS LUCERNE AVENUE AND PARADISE AVENUE RESURFACING <br />(West End to Paradise Avenue; Interstate 205 Overpass to Paradise Cut Bridge) <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER DATE <br />CHECKED <br />DATE <br />Shawn Davis <br />��4/24 <br />� ate.- �c�rwac� <br />Si�3 /24 <br />C� ' l� ���?`.-- <br />5/3/2� <br />_ <br />Sheet No. <br />3 of 8 <br />v <br />