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NOTES: <br /> CONSTRUCTION Existing E.P. <br /> 1 . All AC Base may be <br /> I— 12'—x- 2'± 0' to 12'� 8' placed with any equip- <br /> 1 ment that will provide a <br /> 2% Vow_ Conform uniform layer. <br /> Existing 0.30' Asphalt Concrete over 2• AC surfacing shall not <br /> Roadway I be placed within a min. <br /> 0.60 Asphalt Concrete base. <br /> Plane 0. 10 of 36 hours after the <br /> AC Base. <br /> 4, <br /> TYPICAL SECTION to 3. Remove existing pull box and <br /> Not to Scale 12'f install size 3 1 /2 Traffic pull <br /> box. Pull box covers shall be <br /> 10. 10 Conlfo m aned Surface marked " Signal" in 1 1 /2" <br /> HT1 '' high (min.) letters. <br /> PAVEMENT PLANING DETAIL END OF PROJECT <br /> Not to Scale Sta. 4 + 66 <br /> CONSTRUCTION <br /> EIGHT MILE ROAD Section Corner <br /> See — Sta. 5 + 00 <br /> Existing E.P. Note 3 _ I� I WEST LANE <br /> 12' <br /> - - — L' — E— 1B° — — — -- - — � <br /> I 4— — I ------- <br /> / 4 <br /> m L Traffic New E.P. J Place 75 L.F. A.C. Dike (Type A). <br /> m m Beacon Power Pole See S.P. N8—A (delete fill behind dike) <br /> N Provide 1 ' opening ® 10' centers. <br /> 50' 200' 50' LEGEND <br /> BEGINNING OF PROJECT <br /> Sta. 1 + 66 „ PLAN ® Plane existing pavement 0. 10' min. depth . <br /> p 1 = 60 ® A.C. variable depth 0. 10' to 0.9'. <br /> COUNTY 0 F SAN J 0 AQ U I N s PLAN AND TYPICAL SECTION EIGHT MILE ROAD E Sheet No. <br /> o AS SHOWN RIGHT TURN LANE WIDENING 2 et 3 <br /> brawn ey Dafe Project Enylnev Dote Chocked Dore Submitted Date A rove ebammended Date <br /> I I <br />