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aI <br /> P <br /> P7 AO Drainage r costing Pavement 7 = Pavement <br /> Short rapius Curve 2-No. INO. IJ1 bpr! rlih GurD Dak 11751 RI <br /> DbCed at mid-depth — <br /> ConiracL-!2 olnis I.hen space Darmitsl� Back of curb <br /> of 25'-0" 17.6 ml c o <br /> O max,cis.ItyP•) <br /> 12 13001 <br /> ItyD•1 <br /> PG DEPRESSED CURB BARRIER CURB <br /> 5'-0" 5'-0'• Edge of <br /> II.S ml 11.5 ml Pavement <br /> Ilndoweiep conirection Joint Ityp.l <br /> constructiph options, Construction Joint <br /> i. form.Itn% 131 thick steel template2-No.4 INC.13)bars Oral a castin ADJACENT TO FLEXIBLE PAVEMENT <br /> with 2 150) In. CIL hog g <br /> 2 1501 deep,and seal rlt-1 curb box <br /> 2-No. INO. 131 bars Bock of Coro <br /> 2. 50. 2 1501 deep at to 2-Hours, ono leo,. placetl at mid-oepM <br /> 1-hen P.C.permits, O O <br /> J. Insert )�4 f201 thlCk preformed )p1n1 fuer <br /> fIp death ono .10th. <br /> 12 1300, <br /> 1 0 <br /> Pavement 11751 �= Pavement <br /> R, <br /> go of <br /> PLAN 1.5 ml 11.5 ml pavement <br /> t <br /> mountable Curb 'ho.n Tie Dar Tie bar J <br /> (o Cher types Dormlt to/l <br /> RmA surfacing Nm► sur ..Ing DEPRESSED CURB BARRIER CURB <br /> E <br /> NG ... NG .. <br /> - -E <br /> Bose course -••.••... Base course a ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE <br /> --------------- <br /> CONCRETE CURB TYPE B <br /> ON DISTURBED SUBGRADE ON UNDISTURBED SUBGRADE <br /> ADJACENT TO FLEXIBLE PAVEMENT CONCRETE CURB TYPE B <br /> AND COMBINATION <br /> CONCRETE CURB AND GUTTER <br /> ERCIR 'IIi•' (Sheet 2 of 21 <br /> "rreovcn zmi _ <br /> STANDARD 606001-05 - <br />