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d i <br /> 4nu 'T'a '3� : <br /> Q7 Limits of Mailbox relocation. �� <br /> 02 23' - Stu 0+29 to Stu 2+00 Lt. <br /> 17' - Sto 3+08 to Sto 13+29 Lt. Limits of Clearing and Grubbing <br /> 12 <br /> 12' - Sto 14+00 to Sta 99+55 Lt. <br /> ❑ <br /> See Shoulder ' - 23, ❑2 3 13' - Sto 0+55 to Sto 13+30 Rt. Details 12' - 20'O See Shoulder <br /> 20' - Sto 14+00 to Sto 20+70 Rt. ® Details <br /> 12' - Sta 21+05 to Sta 99+55 Rt - 1' 22' - 24' Pavement Reinforcing Fabric 1' <br /> ® 24' - Stu 0+55 to Sto 12+00 Lt. <br /> 22' - All other locations <br /> �Vor. vor. <br /> 00 <br /> . 0.25' Asphalt Concrete sting Roadway <br /> Overlay <br /> 13'-T2*11• TYPICALSECTION <br /> (Sto. 0+05 to Sto. 99+55) SHOULDER SCHEDULE GENERAL NOTES LOCATION SHOULDER <br /> Conform 1. Asphalt concrete shall be placed in two layers of Stu. 0+29 to Stu. 13+20 (Lt.) 2 <br /> approximate equal thickness with pavement reinforcing Stu. 13+20 to Stu. 13+44 (Lt.) 1 <br /> _ fabric on the existing g pavement surface. Sta. 13+76 to Sto. 67+50 (LtJ 3 <br /> 2. Placement of asphalt concrete surfacing and leveling shall not Sto. 67+50 to Sto. 72+00 (Lt.) 4 <br /> begin until the asphalt concrete used in pavement repair has Sto. 72+00 to Stu. 99+55 (Lt.) 3 <br /> been in place for 12 hours. Stu. 0+00 to Sto. 13+44 (Rt) 1 <br /> NShoulder Backing (Typ.) 3. Survey Monument Frame and Cover shall be adjusted Sta. 13+76 to Stu. 20+70 (Rt.) 2 <br /> to finished grade at Sto. 16+32t and Sta.19+39f Sta. 21+05 to Sta. 24+00 (Rt.) 3 <br /> b Stu. 24+00 to Sto. 29+50 (Rt.) 4 <br /> n Survey Sta. 29+50 to Sto. 64+50 (Rt.) 3 <br /> C �� _ � 4. Place SuryMonument Frame and Cover at Sta. 20+693, <br /> Sto. 47+103 and Sta. 73+553. Exact location to be Stu. 64+50 to Stu. 69+D0 (Rt.) 4 <br /> 3 F detrmined by the Engineer. Ste. 69+00 to Sta. 85+00 (Rt.) 3 <br /> o LH4eL Sta. 85+00 to Sta. 99+55 (Rt.) 4 <br /> f Reduce as needed O f <br /> Limits of Clearing & Grubbing CAW. Sta. 21+05 to 24+00 CAMLt Earthwork <br /> Stu. 29+50 to 34+00 (Mist. Meas) <br /> AF Fr # vor. �v�12' 4' 4' Sto. 34+00 to 76+00 12' 4' 4' <br /> To minimize impact on <br /> � 8-12' I <br /> orchard trees. <br /> H <br /> Ished Surtoce Finished Surface Conform <br /> J $ Exist.remain <br /> Conform <br /> to remain 7➢a� <br /> in plate (Typ.) <br /> See Sht. / 6 <br /> # 12' Sta. 12+00 to 13+00 for Planing detail — — — — — — J � _ _ _ _ _ <br /> 8' all other locations Shoulder Backing (Typ.) J Shoulder Backing (Typ.) <br /> SER WTPA — TYPE 2 SWULDER MAI — TYPE 3 SHOW" DETAN <br /> — TYPE 4 <br /> COUNTY OF SAN JOAQUIN NO SME Feu SECTION ouwcrw Rao r suRFnelric Sheet No. <br /> DRAWN By <br /> DAj_L PROJECT ENOe1EER I DATE I CHECKED OATS I PATE APPItOV RECtate RCYt6ffOmn 26 t0 C00 Rd.) 2 of 7 <br /> OMMENDED <br /> dw 7w. r4t� #/00 ! K2/ 4 <br /> YS 4. <br /> a a <br />