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Const Const. <br /> Limits of Clearing and Grubbing - f Limits of Clearing and Grubbing <br /> 4' 12' no I • 12' 4' See 12' ► I 12' 4' <br /> Shoulder I Shoulder Shoulder I Shoulder <br /> Details 28 Pavement Reinforcing Fabric Details Details 28 Pavement Reinforcing Fabric Details <br /> I I <br /> IV 3-r- _ 2% 2%- VC r.- _Var. <br /> -2% 2% Var.- <br /> 14L-=l 1Z 1A <br /> Existing Roadway Existing Roadway 1 0.17' <br /> 0.17'_j ------- --------- -----------I 0.17 0.17 --L ------------------ ----i I <br /> 0.25' AC overlay TYPICAL SECTION <br /> TYPICAL SECTION, 0.25' AC overlay <br /> Sto. 269+83 to Sta. 283+80 (Super-Elevation) <br /> Sto. 292+53 to Sto. 384+50 Sto. 283+80 to Sta. 292+53 <br /> 0 <br /> rn <br /> GENERAL NOTES: <br /> N <br /> N 1. Placement of asphalt concrete shall not begin until the asphalt <br /> o > concrete used in Pavement Repair has been in place for 18 hours. <br /> v 2. Asphalt Concrete shall be placed in (2) Two layers of <br /> Fapproximately equal thickness with pavement reinforcing fabric <br /> X <br /> Z CO/!St. CD/7St placed on the existing pavement or prepared surface. <br /> o Limits of Limits of � 3. The Contractor shall conduct the Shoulder Backing operation so <br /> A Clearing and Grubbing � Clearing and Grubbing as not to disturb or obstruct any existing drainage. <br /> WI 1 2. I 4. Shoulder Backing material at oil rodii shall be blended with the <br /> 4' 12 �� 4'- 4' 12' top 6" of native material as directed by the Engineer. <br /> vi Limits of this work shall be confined to the intersection rodii plus <br /> I 8% _Var._ <br /> -2% 50' each direction. Payment for blending shall be considered as <br /> -Var. -2% Conform fat. `� ( included in the unit price paid for Shoulder Backing. <br /> r.- <br /> __ -„ s _ _ _ _ _ 5. Removal of A.C. Dikes where shown on the plans shall be done in <br /> such manner as not to damage surface beneath dike. <br /> Shoulder Backing - Existing 6. Remove and Dispose Asphalt Concrete Overside Drains. Shall be <br /> R.&D. Exist. Dike Existing Roadway considered as included in the Remove Asphalt Concrete Dike <br /> Place A.C. Dike (Type A) Roadway item of work. Placement of Overside Drains to be considered <br /> SHOULDER DETAIL 2 as included in the prices paid in the various items of work. <br /> o <br /> SHOULDER DETAIL 1 7. Where Superelevotion exist on horizontal curves, <br /> Sto. 269+83t to Sta. 278+60t (Lt. & Rt.) Sto. 278+60f to Sto. 384+50t (Lt. & Rt.) surface slope and drainage shall conform with the existing. <br /> 171M <br /> ZO <br /> COUNTY OF SAN JOAQUIN NO SCALE PI AL SECTION HOWARD ROAD RESURFACING Sheet No. <br /> (Middle River to Roberts Road) 2 of 8 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKEQ DATE APPROVAL RECOMMENDED DATE <br /> Enrique Sifva 03/07 ,u&f �ei� 1214 <br /> X&0VWdD 0 7 <br />