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UN <br />go <br />�� <br />NG <br />mi <br />s <br />�D <br />oz <br />�a <br />0 <br />D <br />r <br />m <br />n <br />m <br />z <br />0 <br />1/'i1 !^ <br />m <br />z <br />0 <br />Existing <br />PCC frontage <br />RESUR'FAC <br />(Linne <br />Road <br />to <br />Ahern <br />� <br />3' <br />n <br />- rt <br />---------- <br />Va <br />Conf <br />0.50' <br />Const <br />I <br />�Z�� <br />-----� <br />0.25' HMA overlay <br />Existing Roadway <br />VALLEY GUTTER DETAIL <br />Sta 35+87 Lt to Sta 38+19 Lt - See Sheet No. 6 for elevations <br />Conform Conform <br />�@ EP (New) A �@ EP (New) <br />� New EP <br />I <br />\0.30' HMA over shaped & <br />1:1 compacted native <br />�► A <br />Existing Width <br />12' Min <br />TYPE D <br />Conform <br />Colnst New <br />EP Driveway <br />I= -�^ HMA Overlay 8''k o <br />o <br />Va � B <br />��,,,,,\\\�\\\������' Vara�� 0% max) _ _ — — <br />-- --I <br />� Existing 0.30' HMA LExist <br />Roadway Surface <br />SECThON A—A <br />Existing 4' Minimum <br />Surface (See Note Below) <br />--� -- <br />Existing <br />Roadway 0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available upon <br />request. Dimensions and locations are subject <br />to change at Engineer's discretion. <br />L:3 <br />Variable depth HMA over <br />existing paved <br />driveways and frontages <br />New EP <br />Place 18" Dia <br />me and Grate <br />j Conform <br />@ 0.04' g 6" Min Depth HMA <br />over exist <br />surface Existing Width .- <br />12' Min _ �� . ��-, ���-., <br />TYPE E �'� <br />Construct 18" Dia Storm <br />�I�"��""�� � Drain Inlet catch basin <br />Const New <br />EP Driu�way � �-�6�" Dia drain hole (Typ) <br />�'—HMA Overlay 8'i` o <br />� 6' (Min) 1-1 /2" X 3/4" \ <br />o Clean Crushed Rock \ <br />� Under New 18" Storm � <br />Varma Var � 0.04' Drain Inlet Catch Basin <br />�a(10% max) _ :c.. <br />� _ J �Oo Oo � <br />� � �Var depth "Min �O��0 <br />To00 00 <br />Existing HMA over Exist II <br />Roadway exist surface Surface �2�� <br />TYPICAL DRIVEWAY DETAILS <br />SECTION B—B <br />'k 6' saw cut for PCC Driveways/Frontage at Sta 35+87 Lt through Sta 38+19 Lt (232'), see Detail Sheet No. 6 <br />* For Driveway at Sta 108+60 Rt (36'), pave over existing segment of PCC to a distance of 5' <br />COUNTY OF SAN JOAQUIN <br />NO SCALE I CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />rz.. govsdorf o4/�o2s / � ��¢/l� d.. �`e➢., �'��/.` <br />LEHMAN <br />ROAD <br />RESUR'FAC <br />(Linne <br />Road <br />to <br />Ahern <br />Road <br />2' Min Place 18" <br />(Typ) � Dia CSP <br />12" (TYP) <br />Sheet No. <br />7 of 8 <br />