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HP EP L Const. <br /> Const. <br /> Toe of Bockfll Note: R Value for Im ort Borrow <br /> � sholl be between 15-30 6.5't 6't HP q' EP 11' <br /> Shoulder <br /> A Finished Grade <br /> `— <br /> Q, L-11 L-1 <br /> Exist. Roadway <br /> - - - - - - - - - - - - Exist. Metal Pipe 24"0 =1111 III I I <br /> - - - — — — — Toe of BackralIII III= 11111hIillNoturol Ground <br /> 1=III=1 1=1 Imported Borrow <br /> oee <br /> (Mtpi,!; <br /> i nB) —Existing Pipe <br /> i - - - _ — <br /> c_ _ _ ._ — <br /> --11 <br /> �� `� See Pipe Connetion <br /> 1.0, Crushed Rock F� Detail this sheet. <br /> Exist. Metal Pipe <br /> Bedding(1"x No 4) <br /> 6.D' <br /> to remain in place SECTION A—A <br /> i <br /> R PIPE EXTENSION <br /> Sta. 23+30 <br /> g Earthwork (Embankment Construction Sta. 23+30)— Atention is directed <br /> o to Section 19-6.01, "Placing," of the Standard Specifications. <br /> LS' 1.5' The minimum required width of horizontal cutting (benching) into the <br /> 24"6 X 8' ,existing embankments when constructing new embankments shall <br /> (Alt. Pipe) r6" (Typ.) be reduced to 2 feet. <br /> s 1 <br /> LA <br /> 10 <br /> mALTERNATIVE DRAIN PIPE <br /> ^� Place dbl. layer of Existing pipe DESIGNATION Allowable Pipe Material <br /> 00 0 6"x6"—W1.4xW1 .4 I R.C.P. C.S.P. <br /> J welded wire fabric Pour Class 6 concrete 24"0 Existing SIZE CLASS SIZE ITHICKNESS <br /> with 6" overlap collar to connect pipes Alt. Drain Pipe 24" III 24" 1 0.109" <br /> s at joint. as shown. <br /> m <br /> s PIPE CONNECTION DETAIL <br /> Z <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS UNION ROAD RESURFACING sheet 6 <br /> R (Trahern Rood to Waat Ripon Road) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED <br /> -- DATE <br /> �/ 5ECOMMENDED DATE <br /> s- y.,.. .3'.1Ers 12/99 <br />