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f <br /> Limits of Clearing and Grubbing. ._... <br /> 1, and Mailbox Relocation. <br /> 1 <br /> 1, <br /> • • <br /> 2,_4• 10' I 10' 2'-4' <br /> • See Leveling Detail I slt See Leveling Detail <br /> 18' Pavement Reinforcing Fabric -- <br /> Conform I Conform <br /> GENERAL NOTES: Existing Roadway <br /> 0.17' Sta.10+65 to Ste. 18+00 <br /> 1. Asphalt concrete shall be placed as noted below: TYPICAL SECTION 0.21' Sto.18+50 to Ste. 29+82 <br /> m 0.17' Thickness - One (1) layer with Pavement Reinforcing Ste. 10+12 to Ste. 30+32 <br /> v Fabric placed on existing or prepared pavement. • Ste. 10+00 to Ste. 19+00 <br /> 3 0.21' Thickness - Two (2) layers of approximate equal 2' Conform Shoulder (Lt. & Rt.) <br /> { thickness with Pavement Reinforcing Fabric placed on • Ste. 19+00 to Ste. 30+32 <br /> existing or prepared surface. 2'-4' Conform Shoulder (Lt. k Rt.) <br /> 2. Placement of asphalt concrete shall not begin <br /> Z! until the asphalt concrete used in Pavement <br /> Repair and Leveling has been in place for 24 hours. IV <br /> LYvAYf. <br /> v 3. Shoulder Backing material at all radii shall be _ <br /> a blended with the top 6" of native material as SI oulder 10' - 10' 2'-4' <br /> i directed by the Engineer. Limits of this work -"-"y'; Shoulder <br /> shall be confined to intersection radii plus 50' I Og <br /> B each direction. Payment for blending shall Proposed 0.17' A.C. Overlay I O <br /> o be considered included in the unit price paid <br /> for Shoulder Backing. I <br /> 4. Frame and Cover for maintenance holes shall be — 2'{ 2% - <br /> -,- 77' <br /> adjusted to Finished Grade. Refer to Improvement <br /> Std. No. CW-R36 for details. <br /> 5. Existing drainage facilities are to remain in place. A.C. Leveling Existing Roadway <br /> N The contractor shall conduct his work as not to <br /> modify or obstruct the existing drainage, unless <br /> otherwise shown on the plans. AWHALT CONCKTE LEVELING DETAIL <br /> 6. Woter/Gas valve frame and cover to be adjusted <br /> z by others after completion of project. *Ste. 10+65 to Stu. 18+00 <br /> J7. The contractor shall obtain a (NO FEE) Encroachment <br /> Permit from the City of Stockton for any construction <br /> W '6 area Traffic Control devices placed within City's jurisdiction. <br /> COUNTY OF SAN JOA UIN NO " TYPICAL SECTION WILLOW STREET RESURFACING Sheet No. <br /> Q (D Street to Filbert Street) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SL*MMM DATE I APPROVAL RECOMMENDED DATE <br /> �icsiyae .�slers ao%2 C' � x '1� '�Zs�' ✓J,.,U r% �ji� �%Lye ly�inu!/ � �or5 oz <br />