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12 Standard Frame and Cover Assembly <br /> NOTE: Dia. or Sq. (Refer to SJCO Std. Dwg. CW—M1 .) <br /> Resurfacing not shown 6" <br /> for clarity. Ray Road I 0.17' A.C. Overlay <br /> 17' 25't 4" <br /> Sto. 10+70 (17' Lt.) tt t - - <br /> Construct 18" Dia. S.D.I. 12' 12' 6' ��P.C.C. Existing Roadway <br /> ►� 3., 6" <br /> (Grote Elev. shall Place A.C. <br /> conform to natural grode.) _ — — (Misc. Areas) <br /> �\'7Existin Survey Monument <br /> � �� 0.3�'�. Undisturbed �� 9 . Y <br /> t.s' Min. coyer �� basement soil �. to remain In place <br /> ADJUST/PLACE SURVEY MONUMENT <br /> S = 0.75% <br /> FRAME AND COVER DETAIL <br /> ° Place 42 L.F. 12"� Dia. R.C.P.2' (Class IV). Refer to S.J. Co. — <br /> Improvement Standard No. Const. <br /> R-29 for Trench Backfill Limits of Clearing and Grubbing <br /> 12.5' 1 1' <br /> STORM DRAIN INLET (S.D.I.) CROSS DRAIN —0 Saw* <br /> Cut <br /> Woodbridge Road: Sta. 10+70 (17' Lt. to 25' Rt.) 11 ' o R & D Exist. A.C. Dike <br /> _ Pavement Reinforcing Fabric o Place A.C. Dike (Type A) <br /> D Vor – 0.17' A.C. Overlay <br /> $ o NOTE: <br /> Resurfacing not shown Ray Road <br /> � M for clarity. � <br /> 6. Z Vor. (See Ions Var. See Plans <br /> -------------------- --i <br /> D <br /> M 10't 10't Exist. Roadway O Ploce A.C. 1 .5 , <br /> Sta. (See Below) Sta. See Below) Misc. Areas <br /> Construct 18" Dia. S.D.I. Place A.C. Construct 18" Dia. S.D.I. <br /> ( ) <br /> See plans for Grote Elev. (Misc. Areas) (See plans for Grate Elev.) A.C. DIKE REPLACEMENT DETAIL <br /> Sta. 52+36 to Sto. 55+06 fit. OO Material Placed between <br /> — — <br /> s — — Sta. 52+16 to Sto. 54+30 (Rt.) <br /> 0.30 Sto. 52+16 to Sto. 54+30Rt. <br /> 1.5' Min. Cover <br /> ( ) shall be paid as part of <br /> Sto. 54+50 to Sto. 55+35 (Rt.) pavement repair. <br /> i <br /> i S=Level See Note Below <br /> i <br /> ,. <br /> 12" (Typ.) � Existing <br /> Surface <br /> s" <br /> �r 2' Place 12" Dia. R.C.P. ' <br /> (Class IV). (See plans for lengths) <br /> Refer to S.J. Co. Improvement <br /> Standard No. R-29 for 0.30' Asphalt <br /> DTrench Backfill. Concrete <br /> STORM DRAIN INLET (S.D.I.) EQUALIZER PAVEMENT REPAIR DETAIL <br /> Woodbridge Road: Sta. 89+08 (21 ' Lt.) to Sto. 89+71 (29' Lt.) NOTE: Width (4' minimum). <br /> M Ray Road: Sto. 8+90 (15' Lt.) to Sta. 8+90 (16 Rt.) Approximate dimensions used for estimating purposes <br /> o are available upon request. The dimensions and locations <br /> are subject to change at the Engineer's discretion. <br /> COUNTY OF SAN JOAQUIN NO SCALE STORM DRAIN INLET &77 WOODBRIDGE ROAD RESURFACING Sheet No. <br /> CONSTRUCTION DETAILS (Thornton Rood to Roy Rood) 8 of 9 <br /> DRAWN BY DATE 11 PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> - - - - ^ A - — - -- . - - <br />