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r COi St CO/!St Limits of Clearing and Grubbing Limits of Clearing and EP and mailbox relocation. EP relocation. Grubbinand mailbox 1 1 T 2 2 1 1 2' 2' 1' I 1 0.5' Geos nthetic Pavement Interlayer(Paving Fabric 0.5' EP Conform a Match Match a Conform I TE 1' Grade gq, 30• Exist Slope I Exist Slope 30, 8q Exist Match Var `Var Vvr� Grade Exist Slope Exist ' --- — ----� 30' _ Grade Variable Depth L- — II _Exist Roadway_ _ _ _ _ _ _ _ _ _ _ _ ---———t— —Grade Exist Shoulder �-- Shoulder Backing (Typ) 0.25' AC Overlay TYPICAL SECTION to place Taper Edge Exist Std 11+17 to Sta 56+97 1' minimum width (Typ) Roadway SHOULDER DETAIL 1 COi St Sta 11+17 to Sta 20+28 (Rt) Limits of Clearing and Grubbing and mailbox relocation. HU LjhAkA11Nv DITCH DETAIL Earthwork I EP 3.4' to 5.2' (Misc Areas) Corrections ey��'�^'� Sta 26+05 to Sta 27+12 (Rt) , TE Exist No Changes By. Sta 28+01 to Sta 29+09 (Rt) I Match Var Fence Line Oats- �► ��_ Exist Slope Exist o Any Person Using This Drawing Should Verity Sta 36+70 to Sta 37+78 (Rt) P 30• Grade I � Sta 39+01 to Sta 40+08 (Rt) v 2 2 2 Var 1't All inti.- -',-- cting The Site Of work Sta 46+49 to Sta 47+53 (Rt) — — -- — — Place a quantity of 0.5f CY of Rock Slope Conform Protection (Facing Method B) Standard Specification i Sec. 72-2. Payment for this work to be included in Exist 0'-1' the 12" Corrugated Steel Pipe (0.079" Thick) bid item Roadway R & R Exist pipe. 0 5, of work. GENERAL NOTES: (See plans for details) 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the exist or prepared at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to surface. intersection radii plus fifty feet (50') in each direction or to the intersection conform. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has 9. The Contractor will be responsible for adequately scheduling inspection and testing of been in place for a minimum of 18 hours. all facilities constructed under this contract with a minimum 24 hours notice to the 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has County. All testing must conform to the Standard Specifications. All re—testing will be been completed. paid by the Contractor. 4. Exist highway and utility facilities must remain in place unless otherwise noted. 10. The Contractor must exercise due caution and carefully preserve survey bench marks, 5. Exist trees, shrubs, fences, mailboxes and other frontage improvements must remain in control points, reference points and all survey stakes, and must bear all expenses for cn place unless otherwise noted. replacement and/or errors caused by their unnecessary loss or disturbance. The Contractor must enter into an Agreement with the CTCC Railroad for any work 6. Exist drainage facilities must remain in place unless otherwise noted. The Contractor 11. within the Railroad's ri ht—of—wa See Section 5-1.02C, "Railroad Relations" of the WX must conduct earthwork operations so as not to modify or obstruct the exist g y mdrainage unless otherwise shown on plans. Specifications for further details. Qy7. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material must be deposited or M drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds 0 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted lavers. COUNTY OF SAN JOA UIN Q NO SCALE TYPICAL AND SECTION, GENERAL NOTES CONSTRUCTION DETAILS FOPPIANO LANE RESURFACING (100' E/0 N 99 FRONTAGE RD (E) TO CCTC RR) Sheet No. 2 of 8 DRAWN BY DATE PROJECT ENGINEER DATE DATE CMZ Ct"illiams�n 06/19 c'CHHECKED