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j/ 0.20' AC OVERLAY <br /> CONFORM �CONFORM <br /> m 0.10' <br /> i <br /> R&D EXIST. AC DIKE <br /> ROADWAY WIDENING LEVELING COURSE 15 A <br /> No R&D EXIST. AC DIKE <br /> % n NEW EP 4', STA. 83+25 C� 2', Sta. 84+15 85 j! <br /> o \ 2' Sta. 86+04 <br /> n O 4', STA. 83+60 <br /> m :9 <br /> EXIST. EP _ / 4', STA. 86+25 <br /> m ` ' ROADWAY WIDENING <br /> .. z 2'. STA. 81+75 ` <br /> 84+00 <br /> rrI <br /> 83+00 <br /> (-n <br /> � 00 j� 2'. STA. 87+79 <br /> 82+00 N 116'f <br /> N ❑ — N70'35 22 E, 87+ <br /> co <br /> N aD \ 85 y 00 <br /> IN STREET ,`'+,, / 2'. STA. 85+51 " ,� " <br /> N <br /> EAST MAI / 2'. STA. 84+66 0 j" <br /> io ROADWAY WIDENING + N cn <br /> W -3 � R&D EXIST. AC DIKE 00 <br /> N � <br /> z EP °1 15� a' <br /> 80 I I CL CONSTRUCTION CURVE DATA N <br /> Radius = 1000.00' cP <br /> Const. <br /> cr R&D EXIST. AC DIKE � I 0.00' LEN GTH =303 90', <br /> M CHORD LENGTH - 302.73' <br /> N 0.10' DEGREE OF CURVE = 5'43'46" <br /> CL I <br /> A <br /> _ S PERELEVATION-?RAfrS►T1ErN , <br /> - . <br /> ... <br /> P tEVA!F1 <br /> ROWN LEVATION <br /> gR.yy{� ' ,......SUPERE NATION +..... <br /> 4% , RU OFF RU F. , LINO.F <br /> Q <br /> _ . <br /> 2% - ++m - q LEFt TRAVELE[S WA <br /> NOFF <br /> _ � 4% <br /> _......... * ............. 2% <br /> 0% w< <br /> m - <br /> AXIS OF ROTATION <br /> ........ <br /> + 0% <br /> -2% RI4HFTRAVELEDVVAY – <br /> - _ <br /> -4% , <br /> _.. <br /> SUPERELEVATIQN..DIAGFAM' a -4% <br /> _ .. <br /> o _ o +,w <br /> .�� 103 .._. .. _ > <br /> N + w <br /> �_ <br /> in <br /> 102 ----- <br /> +w <br /> — –+ <br /> -- ---- <br /> — — — — -- <br /> 102 <br /> __..._ _ 101 <br /> m 100 <br /> 99 <br /> 100 <br /> 99 <br /> F 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN 1 www 40. HORIZ' PLAN EAST MAIN STREET RESURFACING Sheet No. <br /> 4 VERT• (Del Mar Avenue to Gillis Road) 4 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> %lirhaP.f CP/ina 061ns / /J i. /../.i / . . . _ n /_I I <br />