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50' A.C. _ 0.21' A.C. 50' A.C. 50' A.C. 0.21' A.C. <br /> Trans. Overlay Trans. Trans. Overlay <br /> ■ <br /> 25' _ ■ <br /> 25'■ 25' O <br /> 0 0 <br /> 0 0Oo aOo. o <br /> N N (n UI (A (n <br /> O <br /> 080 00 0 0 0o . <br /> N Const. � En cn <br /> C7 + + O0 t 0 + + + <br /> O Ln 3 O Ln O <br /> 0 a� I <br /> N <br /> o D rnl 0 N Structure Backfill_ <br /> s > II o o <br /> 0 v o Expose 2' of pipe T <br /> m ,, \\ \ �' + P P P ( YP ) III O E.P. <br /> See Storm Drain Detail <br /> Z D \ J Q1 GERTRUDE AVENUE Sheet 14 _ m CD <br /> 'P <br /> o ;Z ' X <br /> `n oo N 1 c> 2 1.3 16 N <br /> CD <br /> cn D • D <br /> M m CY <br /> o X �� Z E.P. <br /> M Existing Curb, Gutter & Sidewalk C <br /> to remain in place (Typ.) m <br /> I I <br /> 11 4 <br /> I I <br /> BEGIN OF OVERLAY LEGEND <br /> 0.08 Depth of Asphalt Concrete Pavement Ploning Sanitary Sewer Maintenance Hole <br /> (To be adjusted by others) <br /> ® Variable Depth Asphalt Concrete Overlay ® Woter/Gas Valve Frame and Cover to be <br /> Pavement Repair Areas at Curve Return adjusted by others. <br /> Structure Backfill Exist. Storm Droin Inlet to remain in place. <br /> v <br /> ■ Limits of Asphalt Concrete Pavement Planing ' Exist. Fire Hydrant to remain in place. <br /> R Conform to Existing Radii Lomphole to be adjusted to grade by others. <br /> rn <br /> Maintenance Hole Frame and Cover b 9 AWN (7- <br /> (To be adjusted to grode). For locations S' nR E�,► :x e a DR <br /> m see Sheet 16. <br /> zz ® Monitoring Well o',E3 •t'`? <br /> Pw <br /> EA <br /> COUNTY OF SAN JOAQUIN No sc PIAN ST STOCKTON STREflTSs�E )kbWa . '.Sheet No. <br /> (Gertrude Avenue EA#titill�i�m�1M0�316'ydnflr ate Of W ��4 of 17 <br /> DRAWN BY DATE PROJECT ENGINEERDATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />