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LEGEND <br />Const Areas of Curb, Gutter and Sidewalk and Curb and Gutter Repair <br />I <br />Limits of Clearing and Grubbing R Conform to Existing Radii <br />I <br />7' EP/Lip 6, 12' I 12, 1 61 EP Lip 7' ------------ Existing CG&S to remain in place unless otherwise noted <br />Existing Fence to remain in place <br />Ei o Existing Fire Hydrant to remain in place <br />0! Match Match I Match Match =3 _ <br />o' Existing Existing Existing Existin ° ss% Existing Sanitary Sewer Maintenance Hole Frame and Cover to remain in place <br />U j _Slope Slope___._ Slop - - <br />- I _ ,so; Existing Storm Drain Maintenance Hole Frame and Cover to remain in place <br />L - -�- - Existing Roadway - -j <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J Existing Sign to remain in place unless otherwise noted and must be free of any <br />0.17' 1 Gutter & Existing Curb, 'I visual obstructions. Relocation of sign as approved by Engineer. <br />Below Lip Plane 0.17' AC Sidewalk where 11[1) Existing Storm Drain Inlet to remain in place <br />(Typ) Place 0.17' HMA occurs (Typ) <br />-may Existing Utility Pole (with Guy Anchor) to remain in place <br />TYPICAL SECTION W. Existing Water Meter Frame and Cover to remain in place <br />Bradford Street: Sta 50+49 to Sta 60+35 .W. Existing Water Valve Frame and Cover to remain in place <br />NGas Valve Frame and Cover to be adjusted to finish grade by other <br />ss Sanitary Sewer Maintenance Hole Frame and Cover to be adjusted to finish grade <br />Const per City of Stockton Standard Drawing R-30. <br />I <br />Limits of Clearing and Grubbing so Storm Drain Maintenance Hole Frame and Cover to be adjusted to finish grade <br />EP I EP (B Storm Drain Inlet Frame and Cover to be adjusted to finish grade <br />2' 11.5'-14.5',_ 11.5'-16' 1, 2.5'-4.5' 2'-6' W Water Valve Frame and Cover to be adjusted to finish grade by other <br />n Fog Seal <br />0 Existing AC <br />Match I Match o Shoulder CD <br />Existing Existing 1 0 <br />Slope ' Slope _ 3 `D <br />�— I I <br />'► Existing Roadway �J1 r1�� � V IAWW <br />A L - - - - -I- - - - -- - � Exist AC Dike Corrections By v+fi'� <br />hAVINC. Plane 0.20' AC to remain in No Chan es / �j <br />Place 0.20' HMA place i�te es By <br />C. Any Person Using Tris Drawing mould veft <br />TYPICAL SECTION All Information ,y nsllecting rhe site of Wotk <br />River Drive: Sta 12+41 to Sta 28+83 <br />4 0 0 <br />D <br />M <br />ZI <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION( BRADFORD STREET AND RIVER DRIVE RESURFACING Sheet No. <br />Hiawatha Avenue to San uinetti Lane; Fairway Drive to Rainier Avenue) 3 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />N• No 02/19 o3/9�Iq i-4 e <br />