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CONCRETE COLLAR <br /> (See detail on this sheet.) <br /> �- Asphalt Concrete - 1" � -6" <br /> Conform ® E.P. <br /> 12" Standard frame and <br /> Dia. or Sq cover assembly 1 :11 :1 8' <br /> A.C. Overlay 6, (Refer to SJCO Std. 11 1 - 1 /Ff p1,IN <br /> Dwg. CW-M1 .) S=0 <br /> 2" DIA. <br /> ' 4. � Conform Existing Width <br /> i 12' Min. <br /> CI\ 0.30' Asphalt Concrete over shaped <br /> P.C.C. 3 ' 6 and compacted native moteral. �. r <br /> TYPE <br /> Exist. D T <br /> Undisturbed �, , survey monument V_� .. . . 6" <br /> basement soil - to remain in place and 6„ __I 3 <br /> undisturbed. CLASS "B" CONCRETE <br /> 24" STORM DRAIN INLET <br /> SURVEY MONUMENT DETAIL Note: <br /> i 1 . 24" PIPE BARREL SHALL BE CLASS III R.C.P.. OR <br /> D Conform ® E.P.—� CLASS 2 NON-REINFORCED CONCRETE PIPE AS A <br /> 0 <br /> - - - - - MINIMUM. <br /> m R <br /> R 8* <br /> o Existing S.D.] to <br /> m Exist. radius <br /> / _ Existing Width _ _ __ _- - - - - -L- remain in place. <br /> See Note Below <br /> Conform <br /> �12' Min. Existing Lip <br /> R = Conform to variable depth Asphalt Concrete of Gutter <br /> over existing paved driveway. <br /> 3' <br /> *Sta. 51+08 (Rt.) =12' deep <br /> 0.50' Asp �7 <br /> halt Concrete Surface TYPE E 12 <br /> Existing <br /> Note: TYPICAL DRIVEWAYS o ; <br /> o Width, length and locations to be <br /> > determined by the Engineer. <br /> p PAVEMENT REPAIR DETAIL <br /> m <br /> 60 <br /> CONCRETE COLLAR DETAIL (TOP MEMO <br /> UIN NO SCALE CONSTRUCTION DETAILS TULLY ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOA <br /> Q (Brandt Road to Hammond Street) 8 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL REWNIMENDED DTE <br /> P Ti e. /i�m n.ra ��/00 6�i�pp RA4o 6 1/V111 <br /> m <br />