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1' — 0" 1' — 0" <br />2--{—�0 <br />I -� 1 " <br />3" <br />A <br />e <br />a. <br />Three — 5/8" x 24" long steel <br />dowels, greased and wrapped <br />one side through every <br />expansion joint. <br />1/2" II 1-3 3/4" <br />S �__T • y 11 /2" <br />CURB & GUTTER DETAIL <br />A.C. Dike <br />10' <br />1' Trans. <br />(Height) (Typ.) <br />I <br />I Existing lwjl <br />1.0 Conform <br />Driveway Width <br />G. <br />TYPE D DRIVEWAY <br />A.C. Dike and height shall be reduced to 0.12' <br />across driveway openings. <br />Type D = 0.30' A.C. over shaped & compacted <br />native material. <br />Va r. <br />Conform @ Back of Sidewalk <br />I I <br />I -w— Existing Width--w-I <br />I I <br />I I <br />n_ _t_._.__ . r I <br />TYPE E DRIVEWAY <br />Variable depth Asphalt Concrete over <br />existing paved driveway. <br />R = Conform to existing radii. <br />Conform Place 88 L.F. Type B3 — <br />Curb. Refer to S.P. No. <br />N8—A for details. <br />P.C.C. DRIVEWAY & WALKWAY <br />Minor Concrete Driveways & Walkways = 4" <br />P.C.C. over shaped & compacted native material. <br />See Plan Sheets for locations, lengths and widths <br />of P.C.C. driveways and walkways. <br />Existing P.C.C. Driveways & Walkways shall <br />be saw cut at the conform line. <br />A.C. Dike <br />J <br />116 22 2.. 25 8 1 7. <br />18' 16 <br />3 1.. <br />4 <br />113 1., <br />16-1 32., � <br />i <br />S 3„ <br />22 4 <br />23 4, <br />SECTION C—C <br />10' <br />SECTION B—B <br />GRATE DETAIL <br />CL Const. Hammer Lane <br />r� <br />20' 1 n <br />0 <br />21'- <br />34' <br />134 Z <br />\ c0 <br />to <br />T <br />No? o <br />1 0 <br />30' a <br />1 <br />Provide 4' openings <br />in curb for handicap <br />access. 001 <br />Note: Drainage openings of 1" shall 2'R (Typ.) <br />be constructed in concrete curb at <br />locations determined by the Engineer. <br />TRAFFIC ISLAND DETAIL <br />Conform <br />1.10' A.C. Base <br />_ Asphalt Concrete _ <br />(Miscellaneous Areas) <br />z'' O.D. 12" <br />0. D. + 24" <br />Saw Cut Existing <br />Pavement (Typ.) <br />Conform <br />Existing Surface <br />6"I — 3, <br />Va r. <br />O.D./2 <br />3' <br />Va r. <br />0. D. /2 <br />�— 0. D. + 24" —►� <br />EXISTING PAVEMENT OVERLAY AREAS NEW WIDENING AREAS <br />EXISTING CULVERT REMOVAL AREAS <br />Note: Where existing culverts are being removed <br />the trench width may be reduced to O.D. + 6" <br />and the structure backfill material will <br />be deleted. <br />LEGEND <br />®= 90% Relative Compaction (Select Native Material) <br />®= 80% Relative Compaction (Select Native Material) <br />®= 95% Relative Compaction (Structure Backfill Material) <br />TYPICAL TRENCH DETAILS — STORM SEWER <br />hed Grade <br />Existing S.D.I. V Refer to S.J.Co. <br />Std. Drawing No. D-13 <br />—� 24 for additional details. <br />12" <br />II II a <br />II II <br />II II <br />20 3„ <br />II II Lateral Pipe <br />---- I <br />A Existing Pipe <br />I a .a <br />E' Class B Concrete <br />Li ------- , . .. <br />6" <br />Cement Mortar 3' Min. <br />STORM DRAIN INLET <br />CONNECTION DETAIL <br />Sta. 170+50t (Rt.) <br />STORM DRAIN INLET <br />(Type B) <br />uAit <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE AP 0 D <br />DATE <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />CONSTRUCTION <br />DETAILS <br />HAMMER LANE WIDENING <br />AND SIGNALIZATION <br />NO <br />I TOTAL <br />suers <br />92 <br />t <br />B/9a <br />®� <br />9/6l <br />1121 <br />14 <br />DETAILS.DWG <br />