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1❑ R/W <br /> Const. 1❑ Centerline Right of Way (Centerline Survey) = nail <br /> Limits of Clearing and Grubbing and Mailbox Relocation and stamped washer <br /> 20' — 52' Q Refer to plans for pavement variations <br /> 3❑ Refer to page 5 for Schedule of Roadway Widening <br /> 10'-24' .i 10'-28'l=J <br /> Earthwork O'-5.5' Var. } Var. 0'-5U3 <br /> (Mist. Areas) Earthwork <br /> �c (Mist. Areas) <br /> 2'-4' i 4' <br /> See Detail below for See Detail below for <br /> Shoulder Schedule. Shoulder Schedule. <br /> Conform-� 2% t <br /> ar. � Val 2%� _. onform <br /> i isting Roadway` � �oro�Shoulder Backing (Typical) 5' Asphalt Concrete Overlay 0.15' A.C. Widening (Typical) <br /> PEACH AVE <br /> *Areas where shoulder backing is 2' <br /> Sta. 46+0o to Sta. 49+00 (Lt.) TYPICAL SECTION <br /> oT <br /> pt <br /> Const. Earthwork <br /> a n I (Misc. Areas) <br /> 1 m I <br /> _ 10' 4' 4' <br /> I <br /> 9 i Finished Surface <br /> Conform <br /> LA 0.25' Shoulder Backing (Typ.) <br /> 'V .�g p, �1 EARTHWORK (Misc. Areas) SHOULDER SCHEDULE (Lt.&Rt.) <br /> 1 ✓ I <br /> RAWIN (Left) _ (Right) <br /> �l <br /> �- - �Sta. 5+00 to Sta. 7+00 2.00 Sta. Sta. 7+00 to Sta. 11 +00 4.0 Sta. <br /> W. Sta. 25+00 to Sta. 25+94 0.94 Sta. Sta. 13+00 to Sta. 22+00 9.0 Sta. <br /> Stu. 40+00 to Sta. 46+00 6.00 Sto-I Sta. 26+00 to Sta. 36+00 10.0 Sta. <br /> t� Shmk 'derly Sta. 51+00 to Stu. 53+00 2.00 Sta.,Sta.- 45+00 to Sta. 51+00 6.0 Sta. <br /> J $ n; V She Cif*om Total 10.94 Sta. Total 1 29.0 Sta. <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION FIG AVENUE AND PEACH AVENUE RESURFACING sheet <br /> No. <br /> 4 of8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I oCHECKED DATE �y SUBMITTED I DATE APPRO L if OMMENDED DATE <br /> �O1 /i+w! �iw:;. �/i/w /�O71GI� ♦a [/�p! G /4�p� <br />