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Const. <br /> Limits of Clearing and Grubbing, <br /> Earthwork (Miscellaneous Areas—Type 1) <br /> X11' X11' <br /> ConformConform <br /> 20' Pavement! <br /> !Reinforcing Fabric <br /> _8% <br /> ` .Var. I Var.— <br /> Existing Roadway <br /> + * ■ <br /> 0.25' Asphalt Concrete Overlay Imported Borrow or excess material <br /> • Limits of Mailbox Relocation <br /> from shoulder excavation. (Typ.) <br /> • Sta. 2+00 to Sta. 9+00 = 12' TYPICAL SECTION 0.25'± Shoulder Backing (Typ.) <br /> * 0.13' Sta. 46+50 to Sta. 47+80 Sta. 0+34 to Sta. 158+00 <br /> ■ 0.40' Sta. 65+00 to Sto. 66+50 <br /> 0 <br /> GENERAL NOTES <br /> 1 . The Contractor shall obtain an encroachment permit 5. Where superelevations exist on horizontal curves, <br /> z D from the State of California (CalTrans) prior to beginning the new surface slope and drainage shall conform <br /> a: v Const. work within the State Highway Route 88 R/W. to existing. <br /> Limits of Clearing and Grubbin 2. The Contractors attention is directed to Section <br /> "Cooperation", of the Standard Specifications. <br /> 6. Placement of Asphalt Concrete Surfacing shall <br /> Earthwork (Miscellaneous Areas—Type 2) 7-1.14, "Coo <br /> pnot begin until Asphalt Concrete used for <br /> Stockton Terminal and Eastern Railroad forces will be Pavement Repair has been in place for a <br /> reconstructing their crossing at station 91+85. All work minimum of 36 hours. <br /> mu 1' 2' 4' 4' 12'—" within the railroad right of way shall be coordinated <br /> a with Mr. Greg Carney (209) 466-7001 of the Stockton <br /> Z Var. Terminal and Eastern Railroad. 7. Asphalt Concrete shall be placed as noted below: <br /> 8� I <br /> `s 2. All Earthwork, except for final grading of Shoulders, 0.13' A.C. Thickness — One (1) layer with the pavement <br /> 1- '46t• shall be completed prior to placing final lift of reinforcing fabric on the existing pavement. <br /> o I Asphalt Concrete surfacing. 0.25' A.C. Thickness — Two (2) layers of approximate <br /> Ln Existing Roadway <br /> 3. Imported Borrow material shall be a cohesive equal thickness with the pavement reinforcing fabric <br /> A0.25'± Shoulder Backing material selected for its ability to resist erosion. between the layers. <br /> Gutter Grade The Value and Sand Equivalent requirements shall <br /> be waived for this material. 0.40' A.C. Thickness — Three (3) layers of approximate <br /> 4SHOULDER DETAIL equal thickness with the pavement reinforcing fabric <br /> . Existing drainage facilities are to remain in place. between the second and top layer. The bottom lift of the <br /> Sta. 2+00 to Sta. 5+00 (Lt.) The contractor shall conduct his work so as 3 layers may be placed at the some day as the bottom <br /> kio not to modify or obstruct the existing drainage, lift of the 0.25' A.C. thickness two layer section. <br /> unless otherwise shown on the plan. 4- 0- 10 r#zc.k^/6SS rlvi i 374 /Or 9 oo o <br /> s7ig i3 oe w/t.� 5a' .si7ic14 cco <br /> COUNTY OF SAN JOA UIN ►� ' TYPICAL SECTION FAIRCHILD LANE RESURFACINSheet <br /> Q (State Highway Route 88 to Beecher Road) <br /> Drown By Date I Project Epgineer Date Checked Dote Submitted Date Ap v ommended 7 Date <br /> c�� 2/98 s 98 3/s/y8 7/bn �s�s Jtl <br />