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_ 0.20' A.C. <br /> - - - Overlay -- <br /> Existing Fence & Gates r <br /> to remain place (Typ.) �. R&D 2 Lf. of existing damRECORD <br /> aged <br /> COnSt. pipe. OR <br /> � pR <br /> Place 5'x12"0 C.S.P (0.079" thick) <br /> with coupling band. Corrections By - -- <br /> - °: o Refer to S.P. D97A & D97E <br /> See sheet 7 for all locations —.- N^ Chenges - <br /> w 0�- ny person Usim+'Y 1s D awing Should Verity <br /> _ _._.__._ ®WE xx ?l _. . . ---- - - ______-_-_ <br /> All jnf(rra icn <br /> :.. i ._.� <br /> J <br /> a <br /> 1 � 2 3 4 5� m <br /> F v <br /> N <br /> Z _ _ N �Td____ ____� <br /> 3 0Aprox. RW R&D Steel <br /> Line + <br /> a N o 'I" Beam <br /> o a — 12' 60' 25' o <br /> z <br /> rn Pavement Repair N 0.20' A.C. <br /> -' r -- Overlay <br /> o BEGINNING OF OVER y <br /> n m Const. 0, <br /> LEGEND Re-Open & Clean o o <br /> v v o ■ exist. Drainage Pipes 0 0 <br /> o <br /> Depth of Asphalt Concrete Pavement Planing o3 o See sheet 7 p °N� <br /> ® Variable Depth Asphalt Concrete Overlay g 0 i = for all locations o+ min 0 <br /> ® Leveling Area 7 Conform 30' Kai E.P. <br /> i 0 <br /> Pavement Repair � r 0.00 d_=_3 --=_-3 <br /> ■ Limits of Asphalt Concrete Pavement Planing <br /> R Conform to Existing Radii 5 6 f 7 f N 8 N m <br /> © Maintenance Hole Frame and Cover a <br /> t (To be adjusted to grade). For locations _ <br /> p ` see Sheet 7. N -" _ ---- _- _._._. E.P. <br /> Water/Gas Valve Frame and Cover to be <br /> - - - --- ___ __._ _- <br /> z adjusted by others. AC Frontage <br /> r <br /> m O Exist. Storm Drain Inlet to remain in place. <br /> W z Exist. Fire Hydrant to remain in place. <br /> UIN No SCALE PLAN REPORT AVENUE & SIERRA LANE RESURFACING Sheet No. <br /> COUNTY OF SAN JOA <br /> Q (South End to Waterloo Rd. & Waterloo Rd. to Cherokee Rd.) 3 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE APPROVAL RECOMMENDED DATE <br />