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Const. <br /> py <br /> Limits of Clearing and Grubbing © ESS1��O <br /> Refer to 16' 16' Refer to 9f <br /> Shoulder Shoulder 9 m <br /> Details Details Const. No. 21258 M <br /> * 6q. 9-JO-97 <br /> i ening %eningED <br /> J� Q <br /> Limits of Clearing and GrubbingCIVIL �\ <br /> pL `� <br /> hoe C1E� <br /> 16'-22' -I <br /> 7Shoulder <br /> � Details <br /> - 12' Pavement Reinforcing Fabric Finished Profile Grade <br /> — — — — — — - - — — — — — `2q <br /> GENERAL NOTE <br /> Existing Roadway 0.25' Asphalt Concrete Base (Typ.) \ otherws drainage tdona theplans. <br /> remain in place unless <br /> TYPICAL SECTION — ASPHALT CONCRETE BASE L — — — — <br /> Sta. 68+15 to Sta. 90+68 Lt. 0.25' As halt Concrete Surfacing <br /> Sta. 70+10 to Sta. 90+35 Rt. Existing Roadway P 9 <br /> TYPICAL HALF—SECTION ASPHALT CONCRETE SURFACING <br /> Sta. 101 +00 to Sta. 105+00 Lt. <br /> Const. <br /> Const. Survey ETI l <br /> I I [0 c Limits of Clearing and Grubbing" <br /> Limits of Clearing and Grubbing L 11 <br /> Const. <br /> 4' <br /> Refer to 0-8' 6'-12' - I - 0- 12't 0'-2 Refer to <br /> Shoulder <br /> Details Var ConformShoulderLimits of Clearin and Grubbin ConformDetails 9 9 �at. <br /> ?' I 16 ReferShoultand <br /> 727% <br /> Finished Profile Grade Planing iii Variable Depth Shoulder Backing <br /> 12' Pavement Reinforcing Fabric Details <br /> Var. Depth Asphalt SHOULDER DETAIL <br /> 0.65' Asphalt Concrete Leveling TExisting Roadwoy Var. <br /> Concrete Base 0.25' Asphalt Concrete Base Sta. 48+50 to Sta. 68+15 Lt. Sta. 90+40 to Sta. 94+00 Rt. <br /> Sta. 48+50 to Sta. 70+10 Rt. Sta. 91 +00 to Sta. 101 +00 Lt. <br /> TYPICAL SECTION — ASPHALT CONCRETE BASE & LEVELING <br /> ,moi i <br /> Sto. 101 +18 to Sta. 117+33 Lt. — —/Existing <br /> Sto. 101 +79 to Sta. 116+00 Rt. 0.25' Asphalt Concrete Surfacing L <br /> Existing Roadway Co St. <br /> I i <br /> Limits of Clearingand Grubbin ❑ <br /> Const. TYPICAL HALF—SECTION ASPHALT CONCRETE SURFACING and Roadway Widening <br /> Sta. 101 +00 to Sta. 117+33 Rt. Var.© <br /> Limits of Clearing and Grubbing 1 '-4' <br /> Refer .I 16' Refer to <br /> Shoulder 16 T Shoulder Const. V_ Conform <br /> Details 4' 12' 12' 4' DetailsD \� <br /> 24' Pavement Reinforcing Fabric Limits of Clearing and Grubbing <br /> Var. Refer to 16' - <br /> =% `- 2—_ Shoulder <br /> Details <br /> 4' 12' Pavement Reinforcing Fabric Finished Profile Grade <br /> SHOULDER DETAIL <br /> _ _ /Exi/sting <br /> 2% Sta. 68+15 to Sta. 91 +00 Lt. Sta. 101 +00 to Sta. 103+50 Lt. <br /> % `— Sta. 70+00 to Sta. 90+40 Rt. Sta. 101 +90 to Sta. 116+00 Rt. <br /> 0.25' Asphalt Concrete (Typ.) Roadway *Variable slope where 0.12' A.C. — — — — — <br /> widening not required. Existing Roadway 0.25' Asphalt Concrete Surfacing Const. <br /> TYPICAL SECTION to 48+50ASPHALT CONCRETE SURFACING TYPICAL HALF—SECTION ASPHALT CONCRETE SURFACING Limits of Clearing and Grubbing <br /> 3 ` Sta. 105+00 to Sto. 117+33 Lt. and Roadway Widening <br /> AL1 . �4' <br /> Const. Conform <br /> Limits of Clearing and Grubbing TYPICAL HALF—SECTIONS va< <br /> Referto 16'-20' .T. 16'-19' <br /> Shoulder 12' Pavement Reinforcing Fabric 1 3'-7' 3'-7' 12' Pavement Reinforcing Fabric ASPHALT CONCRETE SURFACING <br /> Details Thru Traffic LaneConform i <br /> Thru Traffic Lone <br /> Var. Var. 4 <br /> Existing A.C. Dike© Gutter Grade <br /> SHOULDER DETAIL <br /> Sta. 103+50t to Sta. 117+30t Lt. <br /> ExistingRoadwa <br /> y 0.10' Asphalt Concrete (overlay) SHOULDER DETAILS =8' - Sta. 114+00 to Sta. 116+60 <br /> 2' - Sta. 114+00 to Sta. 116+60 <br /> TYPICAL SECTION - ASPHALT CONCRETE SURFACING <br /> Const. Const. <br /> Sta. 91 +00 to Sta. 101 +00 ILimits of Clearing and Grubbing <br /> 12' 12' <br /> Note: Refer to Half-Sections this 21't-25't 6' <br /> Sheet for Typical Section for E.P. (Typ.) <br /> Sta. 101 +00 to Sta. 117+33. Edge of Travelled Way (Typ.) <br /> Existing <br /> DESIGN DESIGNATION — Surface 0.10' <br /> Var. <br /> Limits of Mailbox Relocation <br /> (10 Year - 2006) - - -- - - - - - - - _ _ _ � -/ i <br /> O � <br /> ADT = 3,100 D = 60% V = 60 mph Direction of Travel Conform <br /> © Existing A.C. Dike to remain in place. DHV = 310 T = 4-5% TYPICAL TRAFFIC - - - - - -- _ _ <br /> Sta. 95+06 to Sta. 100+50 LANE LAYOUT Existing Curb, Gutter <br /> Existing Roadway Grading Plane and Sidewalk <br /> © Refer to cross-sections for variations in width <br /> ® Embankment to be constructed with PLANING DETAIL <br /> native material from excavation. With Curb, Gutter and Sidewalk <br /> Sta. 116+50 t to Sta. 117+40t Rt. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Erika Richert 12/96 Z , COUNTY OF SAN JOA,QUM NO SCALE TYPICAL SECTIONS WALNUT GROVE RD. WIDENING AND RESURFACING NO. SHEETS <br /> Z1717i- 71 �z L V�Z I /, //� (Blossom Road to Sacramento Blvd.) 2 7 <br /> FILE NAME 7DRAWER I SHEET N0. ACAD REVISIONS DATE <br /> ' e:\sam\walnut\typsec.dwg <br />