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* Limits of Clearing and Grubbing <br /> *Limits of Clearin and Grubbing <br /> Limits of Earthwork (Misc. Areas) <br /> Const. 1. <br /> 4 4 12' —12' *4 **4 Const. <br /> 22' Pavement Reinforcin Fabric 4 4 16' 16' 44' 4' <br /> Conform Var 8 Var. ( Var. 8% V Conform �� v5 - <br /> or Ie �� <br /> Var. Depth 9 Existing Roadwo � 0.21 A.C. OverlayConform r � 2% — — — — — — — — — J 8 Vag ,Conform <br /> Shaul er Backin 9 Y L — — — — — — T _ <br /> ITyp.) Shoulder Embankment <br /> (A.C. Grindings) (Typ.) Existing Roadway- A0.30' A.C. Over ) <br /> TYPICAL SECTION <br /> planed surface <br /> (Sta. 64+00 to Sta. 168+83) TYPICAL SECTION <br /> LINNE ROAD (Sto. 12+13 to Sto. 23+00) <br /> _ <br /> * 2' Sta. 142+50 to Sta. 145+00 Rt. <br /> ** 6' Sta. 142+50 to Sta. 145+00 Rt. <br /> 0 <br /> GENERAL NOTES * Limits of Clearin and Grubbin <br /> 6 Limits of Earthwork Misc. Areas <br /> X 1 All earthwork, (except for final grading of shoulders) shall be <br /> Scompleted prior to placing finished course of asphalt concrete. Const. <br /> 2 Existing drainage facilities to remain in place, unless otherwise 4' 4' 16'— 16' 4' 4' 1 <br /> g noted on the plans. The contractor shall conduct his earthwork ~ <br /> 3. operation so as not to modify or obstruct existing drainage. <br /> 3 Asphalt Concrete grindings from Chrisman Road planing shall be /y <br /> placed as shoulder embankment. Conform Var. �'— <br /> 4 Asphalt Concrete used for Pavement Repair (Type A) shall be Vor . _10; 2% <br /> 8% Var Conform <br /> placed in layers not to exceed 0.50'. _,,,C 4d L <br /> 5 Placement of Asphalt Concrete Surfacing shall not begin until Shoulder Embankment71 <br /> o Asphalt Concrete used in Pavement Repair has been in place for (A.C. Grindings) (Typ.) 0.10' A.C. OverlayExisting Roadway <br /> A> a minimum of 36 hours. L ♦0.30' A.C. Over <br /> 6 Survey Monument Frames and Covers shall be adjusted to planed surface <br /> finished grade at the following locations. <br /> Linne Road: Sto. 10+00± (18' Lt.), Sta. 63+00±, Sto. 89+54±, TYPICAL SECTION <br /> = Sta. 115+96±, Sta. 142+30± <br /> Chrisman Road: Sta. 36+43±. (Sta. 23+00 to Sta. 62+40) <br /> o Exact locations to be determined by the engineer. <br /> 7 Survey Monuments (U.S.A.C.E.), at the locations shown below, CHRISMAN ROAD <br /> shall be uncovered and exposed after completion of the paving. <br /> A s Chrisman Road: Sta. 40+90± 16' Rt. .� _ � ( ) a • Refer to Sheet 8 for Longitudinal Planing Detail <br /> o7r j �!5 �( ° 1���� ¢ ' tretu.va/5 t,"O�WAd . *Limits of mailbox relocation. <br /> Z l��u�ta.t�✓ RACE/ Iia•--ss fr� f. J..c� 64,+*A4. <br /> 0 <br /> m COUNTY OF SAN J OAQ U I N No WAM TYPICAL SECTION UNNE RD. do CHRISMAN RD. RESURFACING 2 Sleet <br /> of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTEDDATE APPROVAL RECOMMENDED DATE <br /> ,niaA Q.,we 2rm a/._r _� / : ..G /Z'/. . _ . ,i_i 1 n i <br />