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i-H <br />LO <br />°I I <br />lelI <br />I <br />{ <br />0 34 _ Replace Signal Loop Detectors. Construction Base Line See Sheet No. 8 for Loop Yellow Line (Eastbound) <br />25' A.C. Trans. o Replacement Details. <br />N <br />10, <br />' 0.00' 00 Sta. 479+21 - Adjust Storm Drain <br />o ' ' ''�`% ' Grate Elev. 9.35 <br />_ _ w <br />E. P. <br />:," L0+I Cal <br />300' 00 ie) <br />CD + <br />Conform LO <br />IT 1`0 <br />474 475 ,- 476 477 478 479 480 <br />7' <br />9.91 9.86 9.77 in Conform <br />- �_ <br />+21 +50 +00 9.55 9 O 9.50 Co <br />Existing Traffic Island to-- <br />> <br />o- g remain In place. �" . ,�,�jrn o G +00 - E. P. <br />��`:�A + LEGEND <br />Note: Refer to Sheet No. `' v T c3 Elev. <br />j/ � � � 9.77 �. <br />2 for Planing Detail r� Q -- -- - Finished Surface <br />LO •5' '! : Q +00 Sta. <br />aloncl curb and gutter. 1 : �4z o •� 6 �' Direction of Surface Flow <br />rn <br />v C/) <br />0.00m <br />M Type E Dwy.•" % "Type Limits of Pavement Repair Refer to Sheet <br />-041 E Dwy. R&D 150 existing A.C. Dike. No. 7 for Details. <br />4' Place 150 L.F. Asphalt Concrete <br />Dike. (Type A) (High Dike) Var. Depth Asphalt Concrete <br />(r m <br />m '08 Existing Traffic Island <br />32�t Limits of Asphalt Concrete Pavement Planing <br />Z B.M. Chiseled + on N.W. Corner to remain in place. <br />° of P.C.C. Signal Standard baseSta. 476+17 - Adjust 0 Depth of Asphalt Concrete Pavement Planing <br />in N.E. Corner of Chrisman Read. storm drain inlet to <br />0 <br />M Assumed Elev. 10.00. E grade. R Conform to existing Radius <br />`Existing A.C. Dike • Telephone Manhole (To be adjusted by others) <br />BEGINNING OF PROJECT U to remain in place. ❑ Storm Drain Inlets to remain in place unless <br />otherwise noted. <br />D <br />COUNTY OF SAN J FAQ U I N �, 25 A PLAN ELEVENTH STREET RESURFACING Sheet No. <br />SCALE IN FEET (Chrisman Rd. to Lovely Rd.) 3 of 9 <br />p DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMI�TTM 3DATE <br />APP 0 `AL OMMENDED DATE <br />,.CC 3/4/96 <br />