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Const. GENERAL NOTES <br /> I1 . Existing drainage facilities shall remain in place, unless otherwise <br /> Limits of Clearing and Grubbing noted on the plans. <br /> Refer to Refer to 2- Where superelevations exist on horizontal curves, the new surface <br /> Shoulder Details 12 12 slope and drainage shall conform to existing. <br /> Shoulder Details <br /> Below Below 3. Asphalt Concrete shall be placed in two layers of approximate <br /> 22' Pavement Reinforcing Fabric equal thickness with pavement reinforcing fabric placed between <br /> the layers. Placement of the top layer shall not begin until the <br /> Vor. Var. _ lower layer has been in place a minimum of 12 hours. <br /> 4. Placement of the first layer of Asphalt Concrete surfacing shall <br /> not begin until Asphalt Concrete used in pavement repair has <br /> been in place for a minimum of 36 hours. <br /> 5. Existing cobble stones Sta. 1 +60t to Sta. 2+10t right shall <br /> — —Tremain in place. <br /> Existing Roadway t - 10.25' Asphalt Concrete 6. Paved frontages and driveways shall be sloped to drain. <br /> Limits of mailbox relocation Caution shall be taken so as not to change existing drainage <br /> patterns. Resurfacing of existing paved frontages will be paid <br /> TYPICAL SECTION for by Bid Item No. 8 "Driveways (Type E)". <br /> Sto. 0+27 to Sta. 56+30 7. Gas valve frame and cover located right of Sta. 9+12 will be <br /> adjusted by others upon completion of resurfacing project. <br /> 8. Survey Monument Frame and Cover located left of Sta. 35+62t <br /> CL <br /> shall be adjusted to finished grade. Exact location shall be <br /> n CL determined by the Engineer. <br /> Const. Const. <br /> Limits of Clearing Limits of Clearing <br /> n a and Grubbing and Grubbing <br /> n 0 <br /> a <br /> 1 ' 212' 124' <br /> n <br /> 0.10' A.C. <br /> (TYp-)� 3 Jj Conform <br /> o I <br /> D ; <br /> 9}IOuLDHR Asphalt Con reteShoulder Backing t` ART IY4, EOIIA/� <br /> (Mmc. Areas)(Type 1) <br /> 6A` Sta. 1+60± to Sta. 2+10± Rt17 <br /> Sta. 0+27 to Sta. 48+00± Lt. Sta. 20+00f to Sta. 25+00± Rt. M <br /> Sta. 0+27 to Sta. 1 +60t Rt. Sta. 48+00f to Sta. 56+30 Lt.&Rt. x r ` <br /> o Sta. 2+10± to Sta. 20+00± Rt. <br /> Sta. 25+00± to Sta. 40+30f Rt. . —Var. 2'-4' Sta. 1+60t to Sta. 2+10f Rt. <br /> Sta. 43+35 to Sta. 48+00 Rt. <br /> A <br /> 0 SHOULDER DETAILS <br /> s <br /> Z <br /> m COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS ISHIPPEE W ALHAMBRA AVE. RESURF. Sheet No. <br /> (North 99/Frontage Rd. to Hildreth Ln.) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP V OMMENDED DATE <br /> /9 . <br />