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50' A.C. 0.17' 0.17' 50' A.C. <br /> N Trans. N A.C. Overlay A.C. Overlay Trans. n Ln _ <br /> 0 0 0 0 0 <br /> 3N p <br /> O �� O <br /> O 1 O �+ ■ 1 OD <br /> + 3 ■ + + 25' 3 + <br /> 25 O w u, <br /> N <br /> O O W o •_ <br /> 0 0 O o <br /> I 4Existing Curb and Gutter OD <br /> 7' <br /> ■Typ. to Remain In Place (Typ.) / II <br /> \ I <br /> Q • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • I O <br /> Q Cole Drive v Cole • • • • `o <br /> �'- Drive : <br /> r <br /> 10 <br /> v 11 0.00' m 12 :r 17 v 0.00' ° <br /> o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> / Existing Water Valve0 10 ■ ' Existing Storm Drain Maintenance <br /> 7' Typ, I Hole to be Adjusted (Typ.) <br /> 4' <br /> to be Adjusted (Typ.) ��� 4' <br /> D I I� � Construction I \ Existing Curb and Gutter <br /> o I' to Remain in Place (Typ.) <br /> Z, 4 ■ <br /> m BEGINNING OF OVERLAY —� I-- I 7' Typ, <br /> - <br /> -Krn <br /> N <br /> LEGEND 0.00' v co <br /> Cn <br /> 0.10 Depth of Asphalt Concrete Pavement Planing 9 Cole Drive 20 <br /> Variable Depth Asphalt Concrete Overlay <br /> Existing 4' Concrete Wolk to Remain in Place <br /> LAExisting Rock Planter to Remain in Place <br /> / ' Construction <br /> ® Eorthwork Misc. Areas (Swale) II 4 0 <br /> 8 Existing Water Valve to be Adjusted II ao <br /> O N � O <br /> 0 Existing Storm Drain Maintenance Hole +o + o N <br /> Frame and Cover to be Adjusted T e <br /> D (0 Existing Storm Drain Inlet to x g ° <br /> m Remain in Place 0 25� <br /> = 00 <br /> Z) ■ Limits of Asphalt Concrete Pavement Planing CO -- + <br /> to <br /> rn R Conform to Existing Radii _ -N 3 co <br /> Z <br /> to 50' A.C. 0.17' <br /> 0 <br /> Trans. A.C. Overlay <br /> COUNTY OF SAN JOAQUIN NO SCALE plan Oakwilde Avenue and Cole Drive Resurfacing Sheet No. <br /> (Morada Lane to Ashley Lane) 4 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> nr /-n ,&- AA r r4 I . <br />