Laserfiche WebLink
Co sn t. <br /> Limits of Cleari I g and Grubbing IN <br /> N <br /> 36'f Pavement ReinforcingFabric Q ' <br /> ` 50 Trans.10' E.P. Trans. ■ <br /> 10' —�+ 10' �8'f 1 25,7 <br /> i � � o <br /> I 0.12' / 00 0 + � Const. a <br /> Var. ' Var. _ Var (TYP ) + c o 1.._4.. 17% o <br /> pr. p, [Tel, Duct. FT / <br /> - - - - - - - - - --- - - - - - - - --_—_.,.__...__ — _— —_._w — <br /> ___ , --- R �..T. . . . . . . �. . . .. .. . . . . . . . . . . . . . .. . . . . . . a' <br /> 00 <br /> 0.17' Asphalt Concrete Overlay - _`� rto <br /> See Planing Detail I % T N 1 2 . � . . . . . . . . . � 1 . . . . - 16 :\ <br /> Existing Roadway N _ � _ _ �_ _ _ _ _ _ _ _ _ _� _ _ _ <br /> N <br /> 0 <br /> Existing Curb Gutter v �� E.P. E.P. N <br /> and Sidewalk (Typ.) p� i o <br /> TYPICAL SECTION / R /4V CO N Existing Curb, Gutter and Existing Curb, Gutter and \\�\ w <br /> i� .18 00 Sidewalk to remain in place. Sidewalk to remain in place. \ o <br /> • Refer to plan for Sta. 0+85 to Sta. 16+63 T Q (3 + �1 �, 0 <br /> See Section A—A for J , <br /> deviation in width Sta. 0+11 to Sta. 0+85 50' �^ o+ <br /> between Sta. 0+85 > Trans. * °' <br /> to Sta. 2+00. o m V) Y <br /> o <br /> Const.s `o 0 <br /> c o <br /> Limits of Clearing and Grubbing v <br /> 4' 12' _I_ 12' 2' BEGINNING OF PROJECT END OF PROJECT <br /> 24' Pavement Reinforcing Fabric <br /> Conform <br /> Var. , Var. _ dor 0.04' A.C. Refer to Sheet No. for <br /> 7 !7 77° River Drive Resurfacing <br /> I r i <br /> Shoulder Backing -�"� s^' ^'--�"�'--"' <br /> � 0.17' Asphalt Concrete overlay LEGEND <br /> Existing Roadway <br /> ADJUST MANHOLE DRIVEWAYS <br /> SECTION A—A FRAMES and COVERS Quantities � Variable Depth Asphalt <br /> SET <br /> Sta. CTI to SA A Location Quantity Type No. Area Concrete Overlay <br /> Sta. 8+65t Rt. 1 Each E 1 13 S.Y. R Conform to Existing Radii <br /> 0.00' Depth of Asphalt Concrete <br /> GENERAL NOTES Pavement Planing <br /> 1 . Planing of Asphalt Concrete Pavement shall continue <br /> across intersecting streets in line with the lip of, gutter. Limits of Asphalt Concrete <br /> 2. Water Valve Frames and Covers will be adjusted by ASPHALT CONCRETE Pavement Planing <br /> (Type B� <br /> California Water Service Company after completion of PLANING ASPHALT <br /> resurfacing project. CONCRETE PAVEMENT Location Quantity <br /> 3. Part circle culverts located throughout the project <br /> are to remain in place. Location Quantity Roadway 736 Tons <br /> Sta. 0+95 to Sta. 16+38 Lt. 1 ,029 S.Y. Driveways Total . Ton <br /> 1 1 <br /> Sta. 1 +38 to Sta. 16+38 Rt. 1 ,000 S.Y. Tons Type E Driveway <br /> Const. Sta. 16+38 to Sta. 16+63 241 S.Y. <br /> 6' — 12'f Total 2,270 S.Y. Variable depth Asphalt Concrete <br /> Iover existing paved driveway. <br /> 0,12' PAVEMENT REINFORCING <br /> FABRIC <br /> SHOULDER BACKING Location Quantity <br /> Exi <br /> Location Quantity sting Surface <br /> Sta. 0+11 to Sta. 0+95 224 S.Y. <br /> Sta. 0+95 to Sta. 16+38 6,172 S.Y. <br /> Sta. 0+11 to Sta. 0+95 Lt. 4 Tons 6,396 S.Y. <br /> Conform <br /> Grading Plane <br /> Existing Curb, Note: Asphalt Concrete RECORD DRAWING <br /> Gutter and Sidwalk Surfacing <br /> not shown for <br /> clarity. By <br /> a NOChangm% 4 R y <br /> cvis o <br /> PLANING DETAIL Deft e,i==lW <br /> Any Person Using This Drawing ShoWd V** z <br /> All information By Inspecting The Site Of" — <br /> J <br /> Z L� <br /> DRAWN BY DATE w <br /> Fn SHEET TOTAL c� <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE TYPICAL SECTION TELEGRAPH AVENUE RESURFACING o <br /> NO. SHEETS <br /> 191 ��' COUNTY O F SAN J OAQ U I N puW & CONST. NOTES PROJECT River Drive to Kirk Avenue 10 10 M <br /> 9/ �� ��9� , d l8/9i �� �9l <br /> FILE NAME DRAWER SHEET NO.= ACAD <br /> D:\wisconsi\sheet10 <br /> W_ 638 <br />