Laserfiche WebLink
Exist. P.C.C. C & G <br /> to remain (where appears) ColnSt. <br /> See Plan Layout 4' Min. <br /> I See Note Below Existing Conform ® E.P. <br /> 4'-8' Varies Surface EP <br /> Exist. A.C. <br /> c° 0.10Surface 8 ( yp ) <br /> _ —— 0.45' Asphalt Concrete <br /> - - - - - - - _ — _ — 1 Conform <br /> Grading Plane I PAVEMENT REPAIR DETAIL <br /> Existing Width <br /> DETAIL A-A Note: Width (4' minimum). 12' Min. <br /> Approximate dimensions used for estimating <br /> LONGITUDINAL PLANING <br /> purposes are available upon request. 0.30' Asphalt Concrete <br /> (SURFACING NOT SHOWN FOR CLARITY) Dimensions and locations are subject to Over shaped and <br /> West Frontage Road: change at Engineer's discretion. compacted native <br /> Sto. 106+50 to Sta.108+40 Rt. <br /> o East Frontage Road: TYPE D <br /> Sta. 21 +00 to Sta. 23+02 Lt. DISTANCE RT. <br /> i Sta. 59+22 to Sta. 65+23 Lt. GUTTER <br /> 0 Sto. 64+55 to Sta. 65+23 Rt. STATION OF CONST. GRADE REMARKS <br /> z Conform ® E.P. <br /> CENTER LINE <br /> s 41+62 27' 51 00 S.D.I. Grate EP <br /> 1p n <br /> 41+81 20' 52.10 <br /> Saw cut orrind <br /> 9 42+00 20' 52.14 <br /> F to provide neat line 8' R <br /> 0 <br /> F Const. 42+25 20' 52.19 R <br /> z 42+50 20' 52.24 <br /> m R. 12' 8' 10' r 42+75 20' 52.29 <br /> f I o Existing P.C.C. 43+00 20' 52.34 \I Conform 1 <br /> N ' Planter Box 43+25 20' 52.39 1 I <br /> ° 43+50 20' 52.44 <br /> ^ Variable depth Asphalt Concrete <br /> 1 vor, var. 3 — — _ — _ 43+75 20' 52.49 over existing paved driveway. <br /> a I — 44+00 20' 52.54 <br /> n44+30 20' 52.60 Hi Point R = Conform to existing radii <br /> _ <br /> 0.17' A.C. Overlay - -- <br /> 0 30' 44+50 20' 52.53 <br /> 44+75 20' 52.44 TYPE E <br /> Existing Roadway Gutter Grade <br /> � 44+88 20' 52.40 End A.C. Swale <br /> (Refer to table) as+oo 20' 52.36 Dit TYPICAL DRIVEWAYS <br /> SECTION B-B as+so 20' 52.19 Dirt <br /> p m 46+00 20' 52A1 1 Dirt <br /> 1" A DRIVEWAY (TYPE E) 46+50 20' 51.84 1 Dirt <br /> V Sta. 41+50 to Sta. 44+88 Rt. — East Frontage Road <br /> 4fi+62 22' 51.60 S.D.I. Grote REVISED 3/13/2003 <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS N. 99 FRONTAGE ROADS (W&E) RESURFACING Sheet No. <br /> (Calaveras River to NHammer Lane) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CKED DATE SU ITT DATE APPROVAL RECOMMENDED DATE <br /> MARK CHAVEZ NOV. 02 a... �r1 c y <br />