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Const. Limits of Clearing and Grubbing -. and Mailbox Relocation. GENERAL NOTES —z'-a' �- 12' I —12' 1=2'-4' See Shoulder I See Shoulder 1. Placement of asphalt concrete shall not begin Details i Details until the c%holt concrete used in Pavement 22' Pavement Reinforcing Fabric Repair has been in place for 18 hours. Conform Conform 2. Frame and Cover for maintenance holes to be adjusted to Finished Grade. Refer to µr. �0p vOf-� Improvement Std. No. CW-R36 for details. m 3. Woter/gas valve frames and covers to be — _,�t L__ _- ----------------- -------- -----___-_ _ ____._J fir__ �F-- a adjusted by others after completion of project. Existing Roadway _0 4. Shoulder Backing material of all radii shall be 0.17'-0.21 ' A.C. OverlayTYPICAL SECTION See Plans or Schedule blended with the top 6" of native material as directed by the Engineer. Limits of this work Adelbert Avenue: Sta: 0+26 to Sta: 44+84 for thickness variation n shall be confined to intersection radii plus 50' Coolidge Avenue: Sta: 0+26 to Sta: 32+60 each direction. Payment for blending shall be g o considered as included in the unit price paid Carroll Avenue: Sta: 0+26 to Sta: 32+60 w for Shoulder Backing. Dawes Avenue: Sta: 0+26 to Sto: 32+60 m 5. Asphalt Concrete shall be placed as noted below: Wagner Avenue: Sto: 0+26 to Sta: 45+12 6 y 0.17 or 0.20' Thickness. One (1) layer over s existing surface with pavement Reinforcing Fabric on existing or prepared surface. n 0.21' Thickness. Two (2) layers of approximate Const. equal thickness with pavement Reinforcing Fabric I Limits of Clearing & Grubbing 0 on existing or prepared surface. i g 6. The Contractor shall conduct the Shoulder Backing operotion so as not disturb or obstruct any �12 2 existing drainage. 7. Hand Grinding of Asphalt Concrete Pavement will 6' 6' be required at locations where water valves and Vor. maintenance holes are within planing limits. I --� 8. Existing drainage facilities, fences, water valves, I " ___�_'� EAST STOCKTON STREETS ROADWAY SCHEDULE frames and covers, sprinklers, curb and gutters shall remain in place unless otherwise noted on _ the plans. -- STREET: STATION: WIDTH: THICKNESS: Se7sheet 13ADELBERT AVENUE Sta: 0+26 to Sta: 16+88 24' 0.20' 9. Part Circle Culverts and Steel Plating at driveways for Planing Detail Gutter to remain in place ADELBERT AVENUE Sta: 16+88 to Sta: 22+35 24 0.17' are to remain in place unless directed otherwise in the plans. Removal & Disposal of existing Part ADELBERT AVENUE Sta: 22+35 to Sta: 44+84 1 24' 1 0.20' V' m Circle Culverts and Steel Plating shall be paid for SHOULDER DETAIL under Clearing & Grubbing item of work. COOLIDGE AVENUE Sta: 0+26 to Sta: 32+60 24' 0.21' 0 10. Street side Storm Drains inlets will be Adelbert Avenue: Sta: 0+26 to Sto: 0+60 Lt. & Rt. n protected ( ) n CARROLL AVENUE Sta: 0+26 to Sta: 32+60 24' 0.21 ' F from liquid runoff sediments and chemicals pollutant Coolidge Avenue: Sta: 0+26 to Sto 0+60 Lt. & Rt.)) p in a manner consistent with the requirements of the Carroll Avenue: Sta: 0+26 to Sto: 0+60 Lt. & Rt.) S the National Pollution Discharge Elimination System Dawes Avenue: Sto: 0+26 to Sta: 0+60 (Lt. & Rt.) DAWES AVENUE I Sta: 0+26 to Sta: 32+60 24' 0.21' Qp m (NPDES) General Construction Permit. Wagner Avenue: Sta: 0+26 to Sta: 0+60 (Lt. & Rt.) WAGNER AVENUE Sta: 0+26 to Sta: 45+12 zo FEnrique TY OF SAN JOA UIN NO SCALE TYPICAL SECTION EAST STOCKTON STREETS RESURFACING Sheet No. Q AND GENERAL NOTES Adelbert, Coolidge, Carroll, Dawes & Wagner Avenues 2 of 15 BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE ifva 10/04