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A <br />0 <br />M <br />X <br />F_ <br />M <br />Z <br />O <br />See <br />Shoulder <br />Details <br />This Sheet <br />q <br />Const <br />--Limits of Clearing and Grubbing and Mailbox Relocation <br />EP EP <br />i <br />Match Match <br />Exist Sloes Exist Slope <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />I EP <br />0.17' HMA <br />See Overlay i <br />Shoulder <br />Details <br />his Sheet <br />i 89' V\� <br />Conform <br />Existing Roadway <br />0.17' HMA Overlay Existing <br />Existing Surface <br />TYPICAL SECTION Roadway § Variable Depth <br />Brennan Avenue (COE): Sta 51 +00 to Stq, �Shoulder Backing <br />RD (Typ) <br />®�wIN�HOULDER DETAIL 1 <br />Ca►�1onr ty <br />als I x <br />Const A � TWo�q ah-01111dVerifyI AN The S" or work <br />Limits of Clearing and Grubbing and Mailbox Relocation— <br />EP ' EP <br />22" -- <br />See a See <br />Shoulder I Shoulder <br />Details Details <br />This Sheet Match Match his Sheet <br />Exist Slope Exist Slope I <br />------------------------------ <br />Existing Roadway <br />---- -- -__-_- <br />Remove 0.30' Subbase,— <br />Base and Surfacing. <br />Place 0.30' HMA. <br />TYPICAL SECTION <br />Brennan Avenue (SJCO): Sta 76+14 to Sta 92+40 <br />Sta <br />95+40 to <br />Sta <br />147+55 <br />Sta <br />147+55 to <br />Sta <br />148+40'� (20') <br />Sta <br />148+40 to <br />Sta <br />155+64 <br />Sta <br />155+88 to <br />Sta <br />215+03 <br />Transition EP taper 100' <br />before and <br />after <br />this segment. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />Nung No 1 04/21 <br />Const <br />Limits of Clearing and Grubbing <br />and Mailbox Relocation <br />Remove 0.30' EP <br />I� Subbase, Base 0'-2' - 2' <br />and Surfacing <br />Place 0.30' HMA <br />/--Conform <br />Existing <br />Roadway <br />Existing <br />Surface <br />SHOULDER DETAIL SCHEDULE <br />LEFT <br />RIGHT <br />Begin <br />Station <br />End <br />Station <br />Detail <br />No. <br />Begin <br />Station <br />End <br />Station <br />Detail <br />No. <br />51+00 <br />76+14 <br />1 <br />51+00 <br />76+14 <br />1 <br />76+14 <br />92+40 <br />2 <br />76+14 <br />84+00 <br />2 <br />95+40 <br />96+00 <br />2 <br />84+00 <br />92+40 <br />3 <br />96+00 <br />102+30 <br />3 <br />95+40 <br />102+30 <br />3 <br />102+30 <br />105+00 <br />2 <br />102+30` <br />12�5+60 <br />2 <br />105+00 <br />110+00 <br />3 <br />125+60 <br />129+10 <br />3 <br />110+00 <br />215+03 <br />- 2 <br />129+10 <br />215+03 <br />2 <br />NOTE: Place 4' wide (2' at 8% and 2' to <br />conform) Shoulder Backing material at all <br />intersection radii of Lone Tree Road and Mariposa <br />Road plus fifty feet (50') in each direction or to <br />the intersection conform. <br />§ Where conditions dictate, place as directed by <br />the Engineer. <br />q <br />Const <br />Limits of Clearing and Grubbing <br />i� and Mailbox Relocation <br />Remove 0.30' EP Earthwork <br />Subbase, Base (Misc Areas) <br />and Surfacing Swale <br />Place 0.30' HMA 2' 2' 2' <br />§ Variable Depth <br />Shoulder Backing (Typ) <br />SHOULDER DETAIL 2 <br />NO SCALE TYPICAL SECTIONS AND <br />SHOULDER DETAILS <br />DATE CHECKED DATE <br />41174.1 javlot T�ff 41171 <br />i <br />i <br />Existing <br />Roadway <br />2' <br />Conform <br />Existing <br />Surface <br />§ Variable Depth <br />Shoulder Backing (Typ) <br />Construct FL of Swale 0.5' below New EP <br />SHOULDER DETAIL 3 <br />BRENNAN AVENUE RESURFACING <br />(State Route 120 to Mariposa Road) <br />Sheet No. <br />3 of 6 <br />