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R/W Const R/W GENERAL NOTES <br /> 25' 25' <br /> Limits of Clearing and Grubbing, Earthwork 1 . Existing drainage facilites, water valve frames & covers <br /> and sprinkler heads to remain in place unless otherwise <br /> shown on the plans. <br /> X12.5' f X13.5' t - <br /> 0.5' 5' 1 ' 1 ' 5' 0.5' 2. Existing storm drain inlet frames and grates located between <br /> Sta. 0+ 14 and Sta. 12+94 shall be adjusted to grade. <br /> Conform Gutter Grade (Lt.) Gutter Grade (Rt.) Conform <br /> Var. Var. <br /> _.__,,,,,. _. ....._ __......- 3. Placement of Asphalt Concrete Surfacing shall not begin <br /> until Asphalt Concrete Base has been in place for a <br /> minimum of 36 hours. <br /> Curb, Gutter & Sidewalk. — -- <br /> Refer to details below. � Existing Curb, Gutter and Sidewalk <br /> 0. 10' Asphalt g 4. Curb, gutter and sidewalk transitions where conforming <br /> 0.50' Asphalt g , g <br /> Concrete Overlay Roadway to existing curbutter and sidewalk shall be 5 feet <br /> Concrete Base (Typ.) <br /> TYPICAL SECTION- in length. <br /> Sta. 0+14 to Sta. 12+80 (Lt.) See Plan, Sheet 3 <br /> Sta. 0+ 14 to Sta. 12+94 (Rt.) for actual dimensions. <br /> 1 % Min. Slope <br /> 7% Max. Slope <br /> RAW Const RAW (� <br /> 25' 25' L <br /> Const <br /> Limits of Clearing & Grubbing ---- 0.08' <br /> 1 .5' 4' 10' I 10' — 4' — 1 .5' Conform to Lip (Typ.) 4' 10' f ►I <br /> 0.08' A.C. (Typ.) <br /> Curb, Gutter Existing <br /> Var. Var. & Sidewalk Surface I <br /> / 0. 15' Asphalt Existing Roadway Existing Curb, Gutter Grading form <br /> See Planing Concrete Overlay & Sidewalk to remain (typ.) g Plane <br /> Detail this <br /> sheet (Typ.) TYPICAL SECTION- PLANING DETAIL <br /> Sta. 12+80 to Sta. 39+16 (Lt.) NOTE: Asphalt Concrete surfacing <br /> Sta. 12+94 to Sta. 39+16 (Rt.) not shown for clarity. <br /> 3' <br /> (N N <br /> At <br /> Slope 1 /2" per 3' N <br /> returns I <br /> 112" r <br /> 4� n ° <br /> a d <br /> NOTES <br /> 45° <br /> 6" Min. <br /> 1 . Construct expansion joints at 200' maximum intervals, at Optional Subgrade Five — 5/8" x 24" long <br /> ends of curb returns, and at each side of fixed objects. 6„ 12" steel dowels, greased and <br /> 2. Transverse weakened plane joints shall be constructed at 12' (Typ.) wrapped one side through <br /> maximum intervals. every expansion joint. <br /> 3. All radii are 3/4" unless otherwise noted. <br /> 4. Curb, gutter and sidewalks shall have a fine broom finish. CURB. GUTTER AND SIDEWALK DETAIL <br /> w o <br /> a z <br /> 0 <br /> X <br /> 0 <br /> z <br /> z <br /> J <br /> Z V- <br /> DRAWN BY DATE w <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL 0 <br /> `0^ ` f 1I� COUNTY OF SAN JOAQUIN SCALE: NONE TYPICAL SECTIONS TUXEDO AVENUE N0. SHEETS <br /> 'fz,f�►LZ 6 ��/¢ �,I�;✓ /=f/y �� ��/94 RECONSTRUCTION AND RESURFACING 2 6 ZE <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> ID *r f:\data\tuxedo\sht2t <br /> i <br />