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82329 <br /> rL <br /> CCA/Sr. <br /> ,Limits of ICl/eortn9 and Grubbing — <br /> o <br /> Paries(l) F • VariesO - k <br /> � o <br /> Conform at ,Gp of Caocrete —Yaries �' <br /> Guh`er� EP. or Face of Exisi• 2' wiper o4'Ac <br /> A-C. Dike (Typ.) thickness (Typ) <br /> P,(tyP'W/ For cwncrefe curb) <br /> —_— <br /> L_ ------------161 <br /> -- <br /> over Pavement curand w/concrete O./5 A C. (Type 8) over <br /> Reinforcing Fabric curb and <br /> ReinAarc/ng Fabric <br /> Sta O*/8 to Sta 3+50 — Q Yarves A-ovn O' to 32' C 80't 30 80t <br /> Sia 3+507b Sta. 7.70 — /0 Varies From 0' to /2' (�) 42' 30 42' <br /> -Sta. 7+70 to Sia //*SO — /0 Yaries From O'/o 32' 02 YarieS From 7Ti to 4p'+_ 30Yaries From 70ito 401t <br /> F co�sr. <br /> Lim:ts of C/eoring and Grubbing o <br /> 0 4 <br /> V <br /> Varve 6 ✓arie54 YariesO Yarie 6 Cp A`Yariob/e depth Asphalt Concrete From 0./5'depth at <br /> Taper to 0.04'A.0 _Pan I Var. Sta //*SO to O•ZS depth at Stu /2+50 <br /> XhicAneSs (Typ.) Conform at ER or Face o/ <br /> VL--_— _ ______ Exist. AC. 04e. /ryp) <br /> x <br /> 0.25:4C (Type 8) over <br /> Pavement Reinforcing Fabric <br /> Sta //*50 to S/a /6+50 — O Yaries fYom 38 ' to /2' S0 Yaries From 38'to /2' ® Yaries from 2'ta 8' <br /> Sta 16*50 to Sta 28+55 —Q /2' Q /2' © 8' <br /> Sia 28+55 to Sta 30+.55 —Q /2' S0/Z' © Yaries From 8'to 4' <br /> T CONST• <br /> M /, ,Lim:ts of Clearing and 6rubbiny <br /> Z /27L'4 ConForm <br /> 3 Con/orm =Yar I Vim, �TaPar to 0-04',4-Cm <br /> Mlctness (Typ) <br /> 0. 15'.4-C Overlay** Variable Oepth Asphalt Concrete from 0.251depth at <br /> �J o Sta 30rS5 >b O./S' depth at Sta 31rS5 <br /> f • S/4 30+55 to Sta 42+48 <br /> M <br /> w <br /> = FRENCH CAMP ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQU I N No scale. TYPICAL SECT/DNS <br /> MANTHEY ROAD 7t7 ELDORADODSTREET ? of S <br /> Drawn By Date I Project Engineer Date I Checked1 By Date I Approval Recommended By Date I Deputy Director Date <br /> yr?a a G9 LG 8 .vfa 1 ii/ �]stela, vifj Qr s7��.� ve 5.S. G �8s g(o <br />