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82329 <br /> COMO <br /> Limits of C/earthy and Grubbing <br /> 17 <br /> Pavement Rein Farcinp rabric - <br /> vai vor. GENERAL NO TIES <br /> --------- <br /> ` -- -- � /, Existing Asphalt Concrete Dikes which ate <br /> Exist A e As 0.17%4-,- � noted to remain /n p/ace shall be <br /> R/ace A.CPike (Type A) sea/ed with aspha/fic ers74,/ti6n os direcfed <br /> (7Yp ) Existing Roadway by the Engineer. Royment for this work <br /> Sta. 8 •%40 to Sta. 17,`71 wi// he by Item */, Force Account. <br /> 2. Ad/vs/ S. D. I grates to new surface of <br /> the Fo//awing /oeofions , 9t0. /9t 40 tLt. <br /> and R/., Sta. 274' 70t Lf. and Sfa. <br /> Cons t P8 t 9St Rt Adjustment shall be done by <br /> Fabricafiny a riser ring u3m9 a <br /> Limits of C/eoring and Orvbbing golvanired steel plate and we/aing to <br /> existing Finnie or a//ernate, method <br /> approved by the Engineer. <br /> Pavement ReinPorcin9 Fabric Exisf A.0 Dike /0 3. Place Survey Monument Frames and <br /> vor. yoi „�remoin /nplaeeMa) Covers at the rbllow/ng locations : <br /> 9to. SO r 00 t Sfo. 102,'88 .t, S/O. /29 t;ft <br /> / - - - - - _ ___________- and Sta. /S6 Exact /ocotion /o <br /> 017'.1 C be determined by the Lnyineer. Refer <br /> to S. J. Cc. Std No. A-8 For details. <br /> Exist/ng Roadway <br /> Sfo 2/t6S to Sta. 31,-As' <br /> f <br /> Conti <br /> t <br /> 91-1mits or Clearing Ono, Grubbing <br /> g r <br /> n B% � vor. Var. 6 v, <br /> Conform /Rr ` — J::o:.. Q, o. Vor ConForm <br /> l <br /> (Sta. 3/t3ft0 Sta. 74<SO) --7(r <br /> Shoulder Backing O.PSA.C. (Sta. 74rS0 % Sta. 164*90) <br /> f� a �Ty/p) Existing Roadway <br /> mm eLimiis of Mailbox Sto. 3/+3S !`o Sfo./69�+90 <br /> Relocation <br /> T YP/CAL SEC TIONS <br /> Z COUNTY OF SAN JOAQUIN PATTERSON PASS ROAD Sheet No. <br /> q o NO SCALE TYP/CAL SECT/ONS g y y Z of s <br /> b /,000's S/o Hi hwn 20f fo B ran Rd. <br /> Drawn By Date Project En toes, Date Checked By Date I Approval Recommended By Date I Deputy Director Date <br />