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I <br /> Const. <br /> Const. Const. <br /> l <br /> — I <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> Var. I Var. <br /> Ing Var. 32'-38' 32'-41 ' Var. <br /> Refer to 8'-15' 48' Asphalt Concrete (Resurfacing) 18'-19' Refer to <br /> Shoulder Details Asphalt Pavement Reinforcing Fabric Asphalt Shoulder Details Asphalt Concrete (Resurfacing) I I Asphalt Concrete (Resurfacing) <br /> P g P Refer to Median Asphalt <br /> Sheet No. 3 Concrete I Concrete Sheet No. 3 Refer to Var. Var. Var. Var. Refer to <br /> 24' Concrete Gutter Detail 24' <br /> (Widening) i (Widening) Shoulder Details 8 —18.5 6'-9.5' ' this sheet. 5'-9.5 .5' <br /> c4 Shoulder Details <br /> Pavement 24' Pavement <br /> Sheet No. 3 Reinforcement Fabric I I Reinforcement Fabric Sheet No. 3 <br /> Var. Var. <br /> _ 2% _ Var. I Var. 727. Var. Var_ <br /> 7 :4E <br /> L - - - - I <br /> - - - - - - - - - - - - - - -I- - - -j <br /> - - - -t - - - - - - - - - - - - - — u Var. D - - - - - - - <br /> Var. L — _ - - - - - - - - <br /> 1 '-6' 1 .0' Asphalt Concrete J <br /> (Widening) (Typ.) 0.25 Asphalt Concrete - - - - - - - <br /> 0.25 Asphalt Concrete Existing Roadway (Resurfacing) Existing Roadway <br /> Existing Roadway (Resurfacing) Var. Depth Asphalt Concrete <br /> P P 0.25 Asphalt Concrete <br /> Sta. 449+30 to Sta. 467+10 (Lt.) (Widening) (Typ.) r <br /> )471 +20 (Rt <br /> 449+30 to Sta. . <br /> Note: Refer to Median Asphalt Concrete * Sta. Sta. 467+10 to Sta. 472+31f (Lt.) <br /> Gutter Detail for Deviations; * See Note. Sta. 471 +20 to Sta. 472+31f (Rt.) <br /> Sta. 468+50 to Sta. 472+35 <br /> Const. <br /> Const. <br /> Limits of Clearing and Grubbing i <br /> Asphalt Concrete (Widerljing) Asphalt Concrete (Resurfacing) I Asphalt Concrete (Resurfacing) <br /> Var. <br /> 4'-15' Var. Var. <br /> Refer to Shoulder 18'-19' 24' 2' 5-15' 2, <br /> Var. , <br /> A.C. Gutter 0'-2' Detail Sheet No. 3 Refer to <br /> Concrete <br /> 24' Pavement Median 10' 24 Refer to 1Shoulder <br /> Var. I r Reinforcement Fabric Detail i 24' Pavement <br /> Detail Sheet No. 3 <br /> V 1711 <br /> shleet. I Reinforcement Fabric <br /> jVar. Var. <br /> A.C. Gutter Grade Existing Curb <br /> Var. <br /> 1 .0' Asphalt Concrete L - - - - I / <br /> V a—=� <br /> (Widening) — — — — — — — — — — - - - - - - - - - - - - -� I i <br /> L - - - - - - - - -T _ _ _ _ _ _ <br /> 0.25 Asphalt Concrete - - - - - - - - - - - Var. Depth <br /> Existing Roadway (Resurfacing) 0.25 Asphalt Concrete J Asphalt Concrete <br /> MEDIAN ASPHALT CONCRETE GUTTER DETAIL (Resurfacing) (Resurfacing) <br /> Sta. 468+50 to Sta. 472+31 Existing Roadway <br /> Sta. 472+31 to Sta. 475+15 <br /> Const. <br /> Const. <br /> 5'Var. <br /> 2' I Limits of mailbox relocation. <br /> 0.10' Asphalt Concrete ( 12' 12' 12' 12' 12' g' <br /> (Miscellaneous Areas)(Type 2) 8 <br /> I <br /> over sterilized material. 6' 6' <br /> Q._ u_i <br /> L,iDESIGN DESIGNATION <br /> i - <br /> (10 Year — 2005) <br /> A.D.T. = 14,600 T = 11 % <br /> D.H.V. = 1 ,460 V = 50 <br /> D = 50 <br /> 1 .0' Asphalt Concrete <br /> 1 ' 1 ' (Widening) Exp. 9-30-97 <br /> No. 21258 A <br /> Type A1 -8 Curb 9TF CIVL ��\P <br /> �F CAL1E0 <br /> CONCRETE CURB MEDIAN DETAIL TYPICAL TRAFFIC LANE LAYOUT � � <br /> Sta. 472+31 TO Sta. 475+11 <br /> Z <br /> o DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATE SHEET TOTAL <br /> w � W% 4/95 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS ELEVENTH STREET WIDENING N0. SHEETS <br /> y 615 �� �/q� ,r,/ j�, ( 1 ,000 w/o Cabe Rd . to Chrisman Rd . ) 2 8 <br /> FILE NAME DRAWER SHEET N0. ACAD _ <br /> Q ytelo E:\PETE\ 11TH—ST\PLAN\TYPSECI <br /> i <br />