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LEGEND Sta. 6+75 <br /> Conform <br /> ■ Limits of Asphalt Concrete Pavement Planing ---- Asphalt Concrete Widening Limits <br /> .08' Depth of Asphalt Concrete Pavement Planing R Conform to Existing Radii W <br /> `0 Variable Depth Asphalt Concrete Overlay y Thru Traffic IND <br /> vio <br /> + Place Monument Frame & Cover 1 w �- <br /> o I <br /> o > n <br /> 50' Trans. 0.25' A.C. Overla \ ��TY Q <br /> s <br /> E ■ t,�' <br /> 0 25' <br /> C <br /> } U o o + 3 �COnSt. Survey /_�/��/ BI�rlv1_— - <br /> o <br /> _. <br /> j <br /> ` a' +�„ P R R <br /> m m m EP _ _ _ _____—______ c — - <br /> m m --- ----- - --- --- - -- ----- ----------- -----------1-7------------------. c2Q _o_—� —___ <br /> 0 0 0 O <br /> TU U n <br /> a F <br /> O <br /> dEP E EP R R ti <br /> BEGIN OVERLAY + 3 M <br /> Q o FIG AVEiVUE <br /> CONSTRUCTION ALIGNMENT SCHEDULE 0 m <br /> i (Distance from q R/W Survey to (i Construction) IN EP EP <br /> Sta. 52+42 1 .00' Right Conform 43' Trans. E (L' <br /> 0 Sta. 42+00 1.00' Right 0.25' A.C. Overlay J ■ o W <br /> Sta. 41+00 0.50' Right \ o, 25 o <br /> Sta. 40+00 0.00' O ` U z a <br /> A sta. 20+00 0.00' Const.& Survey Survey + � o Q <br /> 63: <br /> (Sta. zo+oo to sta. ao+oo) iConst. - <br /> 3433' Right <br /> +00 <br /> Sta. 18+00 5.00' Right --- --- j--Sta. 19+00 1.67' Right EP—T------- �...---- --- <br /> S— <br /> -_— -- -s w EP R +' O n <br /> u, D Sto. 7+00 5.00' Right �_ _ A__ � —. _ _ o O Conform <br /> Sta. 6+00 4.17 Right ---39 40 41 42 o 52 0 ' Z 20'f Stu. 3+25 <br /> Sta. 5+00 3.33' Right � .: O ' <br /> m Sta. 4+00 2.50 Right w` m EP EPRZ -� <br /> z Sta. 3+00 1 .67 Right oo n <br /> Z- <br /> Sta. 2+00 0.83' Right NOTE: Please refer to Sheet No. 5 for END OVERLAY <br /> )% <br /> 0 Sta. 1+00 0.00' 3 Roadway Widening Schedule <br /> o Sta. 0+35 0.00' in <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN FIG AVENUE AND PEACH AVENUE RESURFACING Sheet No. <br /> 6 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER TTDATE <br /> SA/ D / SUBMITTED AP R L OMMENDED DTE <br />