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Const. <br /> Limits of Clearing) and Grubbing- <br /> 30,_ <br /> rubbing 30' I 30' GENERAL NOTES <br /> o' <br /> 0.08' A.C. — I 1. Placement of Asphalt Concrete overlay shall not begin until <br /> 40' Pavement Reinforcing Fabric 0.08' A.C. the Asphalt Concrete used in Pavement Repair and 0.50' Asphalt <br /> j Concrete Widening has been in place for 24 hours. <br /> Var. Vac Var, Varr <br /> 2. Asphalt Concrete shall be placed in two (2) layers with <br /> Planing Sub rade I ' Pavement reinforcing fabric placed on existing or prepared <br /> 9 9 - _ - - - - _ - - - 11 _ _ - - - - - 1 surface. <br /> See Longitudinal 0.21 ' Asphalt Concrete Overlay- <br /> Planing Detail (Sht. 3), Typ. TYPICAL SECTION \Existing Roadway 3. All earthwork (except for final grading la the Shoulder <br /> Backing) shall be completed prior to placing asphalt <br /> Ste. 75+16 to Ste. 85+72 concrete. No Shoulder Backing shall be deposited <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> 4. All existing frontage improvements shall remain in <br /> Const. place unless otherwise noted. <br /> Limits of Clearing I and Grubbing - - -�; 5. The contractor shall conduct the Shoulder Backing operation <br /> and Mailbox (Relocation 9 P <br /> as to not to disturb or obstruct an existing drainage. <br /> ' 1'-4' A4' *Var. 22' *Var. A2' 1'-4' Y 9 9 <br /> 20' Pavement)Reinforcing Fabric 1 6. Existing Drainage Facilities to remain in place. <br /> m <br /> % 7. Shoulder Backing material at all intersection radii shall be <br /> Conform---,, Va89 Var. Vac 8$ I Von blended with the top 6" of native material as directed <br /> Conform by the Engineer. Payment for blending shall be considered <br /> - + - - - - - - as included in the unit price paid for Shoulder Backing. <br /> % y 0.50' A.C. Widening (Typ.) 1 0.50' A.C. Widening (Typ.) 8. Adjust survey monument frames and covers and maintenance <br /> m n 0.21' Asphalt Concrete Overlay TYPICAL SECTION \--Existing Roadway hole frames and covers at the locations listed on sheet 7. <br /> m Ste. 85+72 to Ste. 93+43 <br /> Y Refer to Improvement Standards No. CW-R36 and CW-M1 for details. <br /> *Sts. 85+72 to Ste. 87+00 (See Widening Schedule - Sht. 4) 9. UtilityFrames and Covers shall be adjusted to y <br /> j A:2' (Var.) — Ste. 87+00 to Ste. 93+43 (Lt. Ad Rt.) i grade b <br /> o r others after the resurfacing project is complete. <br /> `L 10. Hand grinding of asphalt concrete pavement will be required at <br /> Const. locations where water valves, gas valves and maintenance holes <br /> Limits of Clearing and Grubbing are within the planing limit. <br /> 11. Existing Pavement markers shall be removed prior to <br /> See „ ' placing Pavement Reinforcing Fabric. <br /> Shoulder See 12. Removal and relocation of utility ole at Sia. 86+01+ Lt. <br /> Details an i Shoulder Y P ( ) will be <br /> �^ This - (0.05 ) Details on done by others. <br /> Sheet _ 2% Var_ This <br /> z (With - - - ... - - - - - - . _ — Sheet <br /> m <br /> Will <br /> �'—A.C. Leveling Existing Roadway <br /> .r o Asphalt Concrete (Type B) Leveling <br /> *Sts. 85+72 to Ste. 87+20 (Lt. Side Only) <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTIONS STEWART STREET RESURFACING Sheet No. <br /> Q AND GENERAL NOTES (Sanguinetti Lane to Filbert Street) 2 of 7 <br /> DRAWN BY DATE I <br /> /PROJECT/ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> �e+yc Ylo%// 11/2001 {fO.C{ C-/fftY f pY�/ �f • °��o/ n/eta/ <br />