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Const. Const. <br /> R & RAW <br /> Refer toRefer to �W <br /> Shld . Details 11 11 , Shld . Details 30 ' <br /> I * @ Limits of Clearing and Grubbing , <br /> Earthwork (Misc. Areas) <br /> 6' on 4' i- 1 1 ' <br /> Var. I Var. I <br /> -Aw� Conform <br /> 2� <br /> _ Var. `_ <br /> LEGEND <br /> 0.25' Asphalt Concrete <br /> • Limits of Mailbox SHOULDER DETAIL 0.25' Asphalt Concrete <br /> Existing Roadway Relocation <br /> Graveled Shoulder-See Sta 225+00 to Sta . 229+00 (Left) <br /> TYPICAL SECTION General Note 3. <br /> * Limits of Earthwork (Misc. Areas) <br /> Sta . 225+00 to Sta . 230+00 -See General Note 1 . Const. <br /> R� & RAW <br /> W <br /> Const. 30 ' <br /> * � Limits of Clearing and Grubbing , <br /> Refer to , 1 , Refer to Earthwork (Misc. Areas) <br /> Shld . Details 11 -II- 11 Shld . Details 1 2 12 11 <br /> ♦ 8 I <br /> 2 7o <br /> I � Var. - � g% _ <br /> 2% 2% -,> IiQr44 <br /> " Conform <br /> 0.25' Asphalt Concrete <br /> e a. <br /> Variable Depth Asphalt <br /> SHOULDER DETAIL Concrete Base <br /> Variable Depth Asphalt 0.25' Asphalt Concrete <br /> Concrete Base Sta. 229+00 to Sta . 234+00 (Left) <br /> Existing Roadway <br /> Const. <br /> TYPICAL SECTION & R/W R <br /> Sta . 230+00 to Sta . 234+00 �W <br /> 30 <br /> * Limits of Clearing and Grubbing , <br /> GENERAL NOTES Earthwork (Misc. Areas) <br /> 11 ' - 10' <br /> 1 . All earthwork (except for final grading of the shoulders and 3. Graveled shoulders shall be constructed by uniformaly <br /> placement of shoulder backing material) shall be completed placing shoulder backing material at the rate of 6 tons per — 2-=.� Var. Conform <br /> prior to placing finished course of asphalt concrete. station per side (except Sta. 225+00 to Sta. 229 +00(Left) — <br /> 2. The Imported Borrow shall be a cohesive type material where 3 tons per station per side is to be placed) . The <br /> selected for its ability to resist erosion. The Resistance completed shoulder shall be graded flush with the edge j <br /> (R-value) and Sand Equivalent requirement shall be waived. of pavement. <br /> 4. Existing pavement markers may remain in place where 0.25' Asphalt Concrete SHOULDER DETAIL <br /> asphalt concrete overlay thickness is 0.25' or greater. Variable Depth Asphalt Z <br /> Uj <br /> Concrete Base Sta . 225+00 to Sta . 234+00 (Right) <br /> Z <br /> W <br /> NJ <br /> Z L_ <br /> DRAWN BY DATETOTALw <br /> P. 4 iplal PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP 0VED DATE TURNER ROAD RESURFACING SHEET TURNER SHEETS <br /> KatR,t� uu, 10191 3= 4 /0/q, /Q�,� /� /�� COUNTY OF SAN J OAQ U I N SCALE: NONE TYPICAL SECTION PROJECT 4,000'± to 5,000± e/o Davis Road 2 4 <br /> �,�nue! iiu% xw <br /> FIE NAME DRAWER SHEET NO. ACAD <br /> �?0A775 T 25G D:\TURNER\TYPSEC <br />