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q <br /> Copat. <br /> Limits of Clearinl I & Grubbing <br /> and Mailbox Relocation <br /> eesee GENERAL NOTES <br /> 1 Shoulder 16 16 Shoulder 1 ' <br /> Details Details <br /> 1. Placement of Asphalt Concrete overlay shall not begin <br /> 4' 24' Pavement Reinforcin Fabric 4' until the Asphalt Concrete used in Pavement Repair <br /> (For placement, See General Note No.2) has been in place for 36 hours. <br /> `Or. `O�. Var__ V, 2. Asphalt Concrete shall be placed in one layer with <br /> pavement reinforcing fabric placed on existing or prepared <br /> — _ _. _ — _ _ surface. <br /> Existing ROOdway 0.17' Asphalt Concrete Overlay 3. All earthwork (except for final grading of the Shoulder <br /> TYPICAL SECTION Backing) shall be completed prior to placing asphalt <br /> concrete. No Shoulder Backing shall be deposited <br /> Sta. 52+75 t0 Sta. 191 +00 or drifted on the final lift of asphalt concrete surfacing. <br /> Cont 4. All existing frontage improvements shall remain in <br /> Limits of Clearing & Grubbing Const I Limits of Clearing & Grubbing place unless otherwise noted. <br /> Earthwork <br /> OB A (Mist. areae) Conform <br /> 16, 5. The contractor shall conduct the Shoulder Backing operation <br /> a/ n ��azl <br /> A 9 r08' as to not to disturb or obstruct any existing drainage. <br /> 16' !Canfprm Vr' {2I I v - 6. Shoulder Backing material at oil intersection radii shall be <br /> blended with the top b' of Move material as directed <br /> O.G. by the Engineer. Payment for blending shall be considered <br /> — — _. _ Shoulder Backing <br /> y Shoulder Backing variable Ditch Grade as included in the unit price paid for Shoulder Backing. <br /> am DETAIL '� DETAIL 2 7. Place survey monument frames and covers at <br /> * L)Sto. 52+75 to 126+00 (Rt) Sta. 160+50 to Stn. 167+50 (R <br /> the locations listed on sheet 7. <br /> a * Sto. 52+75 to 159+00 (Lt.) 8. Utility Frames and Covers shall be adjusted to grade by( <br /> • Sta. 137+00 to 191+00 Rt.) others after the resurfacing project is complete. <br /> * Sta. 169+00 to 191 +00 (Lt.) Earthwork r <br /> G=6% Sto. 126+00 to 137+00 (Rt.) L 9. Where superelevations exist on horizontal curves, surface <br /> &=6% Sta. 159+00 to 169+00 Lt. Misc. Areas Const, slope and drainage shall conform with the existing. <br /> 3' 4' 11,-16, 10. Existing Pavement markers shall be removed prior to <br /> SHOULDER SCHEDULE I placing Pavement Reinforcing Fabric. <br /> 1 <br /> v, LOCATION O OB DETAILS Conform c. `8 11. Existing Drainage Facilities to remain in place <br /> o , Sta. 52+75 to 92+00 (LL&Rt.) 4 4' 1 <br /> eV/ j Sic. 92+00 to 126+00 (Lt.&RL) 4' 2' 1 D.C. L <br /> J� m Sto. 126+00 to 191+00 (Lt.) 4' 4' 1 <br /> x' `_ - — j <br /> Sto. 126+00 to 160+50 (Rt.) 4' 4' 1 Shoulder Backing <br /> Std. 160+50 to 167+50 (RQ 4' 8' 2 <br /> Q z Std. 167+50 to 191+00 (Rt.) 4' 4' 1 SUGAR ROAD <br /> Shoulder Repair Area <br /> COUNTY OF SAN JOAQUINHO SC&E TYPICAL SECTION TRACY BOULEVARD RESURFACING sheet No. <br /> Trac Cit Limits to Platti Road 2 of 7 <br /> DRAWN BY 77 DATE PRGJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APR COMMENDED TE <br /> of t( * 7li�NYucl �!M/ai <br />