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Co st. Survey Const. <br /> Limits of CII i <br /> 11 aring and Grubbing Limits of Clearing and Grubbing y/ <br /> II 1 � 11„�1 � '1V �� '1/\ 1 <br /> 4' 20' <br /> �1= 12' 8' 4' Yr <br /> II "Y Pavement Reinforcing Fabric <br /> 32' Pavement Reinforcing Fabric <br /> 0.08' 4.5' f 0.08' <br /> (Typ.) . Var. Var. _ far. (Typ.) <br /> Var. Var. _ V . <br /> Conform <br /> tExi <br /> iSee Planin Detail 0.17' Asphalt Concrete Overlay <br /> See Planing DetailShoulder Backing 9sting Roadway (Typ.) (Typ.) Existing Roadway <br /> 0.17' Asphalt Concrete Overlay Existing Curb, Gutter <br /> Existing Curb, Gutter and Sidewalk (Typ.) <br /> and Sidewalk (Typ.) <br /> SHOULDER DETAIL SHOULDER DETAIL TYPICAL SECTION <br /> With Curb, Gutter & Sidewalk Without Curb, Gutter & Sidewalk Sta. 21 +21 to Sta. 38+37 <br /> or Valley Gutter <br /> TYP I CAL SECTION Sta. 21 +21 to Sta. 25+29 Stu. 25+29 to Sta. 38+37 <br /> "W" = 18, "'Ar = 12' <br /> Sta. 4+50 to Sta. 21 +21 "X = 4' "X' = 6't <br /> .IY = 36' "Y = 24' <br /> `r. <br /> Const. Survey Const. <br /> Limits of Clearing and Grubbing <br /> Limits of Clearing and Grubbing <br /> I' 21.3' <br /> Conform I Conform <br /> 6' 15.3' 15't 1 <br /> 1 .1 ' 1 1/2% to 3% I 1 1/2% to 3% <br /> Conform _ _ _ <br /> Conform 1% to 3% I 1% to 3% <br /> 0.30' Asphalt Concrete <br /> Existing Curb, Gutter <br /> and Sidewalk (Typ.) 0.50' Asphalt Concrete Base <br /> 0.30' Asphalt Concrete <br /> Curb, Gutter and 0.50' Asphalt Concrete Base Existing Curb, Gutter TYPICAL SECTION <br /> Sidewalk and Sidewalk <br /> Sta. 38+37 to Sta. 40+00 <br /> TYPICAL SECTION * Refer to Plan Sheets for Sta. 49+00 to Sta. 52+50 <br /> Sta. 40+00 to Sta. 49+00 exact Pavement Widths <br /> GENERAL NOTES • Var. Const. <br /> Var. <br /> 4'-6' <br /> 1. Existing drainage facilities and curb, gutter, and sidewalk shall 5. Part circle culverts located between Sta. 25+29 and 0.08' <br /> remain in place unless being reconstructed or otherwise noted Sta. 38+35 are to remain in place. <br /> on the plans. 6. Water Valve Frames and Covers will be adjusted by <br /> 2. Planing of Asphalt Concrete Pavement shall continue California Water Service Company after completion of Existing Surface <br /> � 4' — Sta. 4+50 to Sta. 25+29 <br /> across Webster Ave. and Delaware Ave. (So.) in line resurfacing project. <br /> with the lip of gutter. 0 6' — Sta. 25+29 to Sta. 38+37 <br /> 7. Existing Concrete driveways are to remain in place <br /> 3. Asphalt Concrete used for Pavement Repair shall not between Sta. 40+00 to Sta. 48+66, unless Conform <br /> be placed in layers which exceed 0.50' in compacted otherwise shown on the plans. Grading Plane <br /> thickness. ExistingCurb <br /> 8The contractor shall acquire an Encroachment , Note: Asphalt Concrete <br /> . <br /> 4. Placement of Asphalt Concrete Surfacing shall not q Gutter and Sidwalk Surfacing not shown for <br /> begin until Asphalt Concrete used for Pavement Repair Permit from City of Stockton for work within clarity. <br /> has been in place for a minimum of 36 hours. the City 's jurisdiction. <br /> PLANING DETAIL <br /> Z <br /> — DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED <br /> LATJE S TOTAL <br /> ¢ q2 COUNTY OF SAN JOAQUIN SCALE: NONE TYPICAL SECTIONS Michigan Avenue Reconstruction�_J6419Z 4/yz � a !,/qa Kirk Ave. to Marine Ave. 2 1 10 <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> C:\MICHIGAN\TYPSEC <br />