Laserfiche WebLink
M H�r <br /> Const.n s t. No. 21258 <br /> R/W I R * �. 9-30-97 <br /> Limits of Clearing and Grubbing �9� ci �� �� <br /> a' CAL1E� <br /> 40, 1 I — 40 <br /> 10' 30' 30' 10' <br /> Var. Va r. Var. now �w Var. 7.5' 2.5' <br /> 2'-6' 24'-28' 24'-28' 2'-6' <br /> GENERAL NOTES <br /> Conform Conform <br /> 1 . Attention is directed to Section 7-1 -08, Public Convenience <br /> Var. Var. of the Standard Specification. Convenient access to driveways <br /> Vim_ shall be maintained. <br /> ��/ i 2. Salvaged Frames and Grates shall be placed at following <br /> locations: Sta. 4+05 and Sta. 5+56 Anteros Ave., <br /> Sta. 64+15 Lt. and Sta. 5+91 Del Mar Ave., <br /> Sta. 40+60 Lt. <br /> 3. Existing Fences located within the limits of work will be <br /> removed by others prior to beginning of work. <br /> 4. Where new curb, gutter and sidewalks or driveways are <br /> to conform to existing concrete, the existing concrete <br /> New C.G.&S. (Typ.) 0.10' Asphalt Concrete <br /> Overlay 0.65' Asphalt Concrete shall be saw cut to form a neat and straight line. <br /> Existing Structural Section Widening (TYP•) <br /> •Limits of 14ailbox Relocation <br /> TYPICAL SECTION <br /> Sta. 39+72 to Sta.' 71+81 Lt. Const. <br /> Sta. 38+72 to Sto. 61+23 Rt. <br /> (Refer to Shoulder Detail this <br /> Sheet for minor deviations.) 6' 12' 12' 12' 12' 6' <br /> W � <br /> Id <br /> V p O ,0 <br /> V) <br /> Const. <br /> N <br /> U V <br /> Const. <br /> -10 Limits of Clearing and Grubbing— Limits of Clearing and Grubbing � <br /> 20'-32' <br /> E-11 <br /> 6' 24't Var. 4' <br /> 0 16'- 28' Conform TYPICAL TRAFFIC LAYOUT <br /> Existing <br /> 0.10' Surface <br /> — Var. — — — — Var. <br /> Conform <br /> Existing Curb and Gutter \ <br /> or Curb, Gutter and Sidewalk Grading Plane — — — — — — — — — — <br /> Var. depth gravel <br /> Existing Roadway shoulder <br /> Note: Asphalt Concrete Overlay 0.10' Asphalt Concrete Existing Roadway <br /> of 0.10' not shown for <br /> Overlay <br /> Clarity. <br /> DESIGN DESIGNATION <br /> F1 Limits of Asphalt <br /> Concrete Pavement Planing PLANING DETAIL (10 Year — 2006) <br /> Depth of Asphalt With Curb and Gutter or TYPICAL HALF—SECTION <br /> 2 P P Sta. 71+81 to Sta. 75+50 Lt. DHV = 16,680 T = 52%% <br /> Concrete Pavement PlaningCurb, Gutter and Sidewalk V = 35 mph <br /> Sta. 61+23 to Sta. 75+50 Rt. <br /> Sta. 46+30 to Sta. 50+13 Lt. <br /> Sta. 49+04 to Sta. 49+80 Rt. <br /> Sta. 53+37 to Sta. 58+07 Rt. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE EAST MAIN STREET IMPROVEMENTS SHEET TOTAL <br /> Erika Richert 11\96 COUNTY OF SAN JOAQUIN TYPICAL SECTIONS NO. SHEETS <br /> „/ZZ,Qc `�2/� �� o „�� ��/� AS SHOWN ANTEROS AVE. TO DEL MAR AVE. ) 2 2D <br /> FILE WAME DRAWER I SHEET NO. ACAD REVISIONS DATE <br /> v \e—main\typsec.dwg <br />