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consG ❑1 <br /> Limits of Clearing and Grubbing <br /> GENERAL NOTES ® r - -1r <br /> 1 . Asphalt Concrete shall be placedfollows <br /> Sta. 0+10 to 5+25, 0.17' A.C. over 0.33' A.C. Base Finished Grade A.C. <br /> Ste. 5+25 to 14+85, Ste. 47+70 to 68+50 and yer. Lar; <br /> St& 106+70 to 122+62 one lift of 0.17'. <br /> Ste. 14+85 to 47+70 and Sta.68+50 to 106+70 <br /> One lift of 0.12' over a 0.08' leveling course with pavement _ <br /> reinforcing mesh placed on top of the leveling course. r 0.33' Asphalt <br /> 0.17' Asphalt Concrete Base <br /> 2. Placement of asphalt concrete surfacing shall not begin Concrete Overlay TYPICAL SECTION <br /> until the asphalt concrete used in pavement repair has been (Ste. 0+10 to 5+25) Existing Roadway <br /> in place for 12 hours. <br /> 3. Existing trees, shrubs, fences and other frontage improvements lC <br /> to remain in place unless otherwise shown on the plans. Cansf. <br /> 0 0 <br /> 4. The contractor shall obtain on Encroachment Permit from 4 11' - 13 11 - 13' 4 <br /> Caltrans for work & traffic control in the States right way. <br /> 5. Payment for removal and/or sweeping of soil along westst eedge Finished Grade A.C. <br /> f <br /> of pavement Ste. 14+85 to 48+00 and lump <br /> sum <br /> to payment <br /> Var I V9— <br /> shall be considered as included in the lump sum payment for <br /> Clearing and Grubbing. <br /> m 6.' Payment for miscellaneous grading to provide 4' shoulder from <br /> Ste. 108+00 to 109+26 Rt. shall be considered as included - - - - - - - - - - - - - - - - - 0.17' Asphalt Concrete <br /> in the lump sum payment for Clearing and Grubbing. <br /> a TYPICAL SECTION <br /> (Sta. 5+25 to 14+85) <br /> Existing Roadway <br /> r �. jt'�' gq q1 <br /> to y ❑1 Limits of Mailbox relocation t..- '...t `.: ." A f1 ft '' (Ste. 47+70 to 68+50) <br /> rQ <br /> m <br /> o (Ste. 106+70 to 122+62) <br /> o <br /> �2 11 ' Ste. 5+25 to Ste. 9+45 Lt. �Cua F <br /> j 12' Ste. 9+45 to Ste. 15+43 Lt <br /> 13' Ste. 15+43 to Ste. 55+22 Lt. ,� - 1n ;- 13' 13' <br /> a 12' Sta. 56+60 to Sta. 68+80 Lt <br /> 13' Sta. 68+80 to Ste. 112+40 Lt. K� 'Vr' a_ <br /> 0 11' Ste. 112+62 to Ste. 122+62 Lt. <br /> 03 11 ' Ste. 5+25 to Sta. 9+45 Rt. Pavement Reinforcing Mesh 4 <br /> n 12' Ste. 9+45 to Ste. 15+43 Rt. <br /> 13' Ste. 15+43 to Ste. 51+00 Rt. Finished Grade A.C. <br /> = 11' Ste. 51 +00 to Ste. 55+22 Rt. var. var. <br /> (W m 12' Ste. 56+60 to Ste. 68+80 Rt. <br /> V 13' Ste. 68+80 to Ste. 109+26 Rt. <br /> 11 ' Ste. 109+26 to Ste. 122+62 Rt. <br /> M o - - - - - - - - - - - - - - - - - - -�.(\�\- __ _ _ i� 0.08' Asphalt <br /> ® See Planing and Shoulder details 0.12' Asphalt TYPICAL SECTION \ Leveling Course <br /> sheet 3. Concrete \_ <br /> AExisting Roadway <br /> � (Sta. 14+85 to 48+00) <br /> v, (Ste. 68+50 to 107+00) <br /> 0 <br /> z <br /> X, COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION NORTH 99 FRONTAGE ROAD EAST RESURFACING Sheet Na. <br /> (Acampo Road to 1000 Ft. North of Jahant Road) 2 of 12 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE I APPROVAL ECOMMENDED I DATE <br /> II��+:o�9alie 3/30 , _,Z c '1(p4t I 71Ud ) 41_16 f <br />