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> <br />0 <br />r) <br />Q <br />(D <br />Q) <br />Cn <br />W <br />WEI <br />0 <br />A g, <br />See Sheet 3 <br />EP <br />EP <br />EP <br />Place 30 LF <br />0.25' HMA Overlay <br />JAHANT <br />40 41 <br />180 CSP <br />New Flow Line to <br />See Sheet <br />Ste 40+31 <br />R & R 30 LF 120 CSP. <br />Approximate Depth at Existing FL <br />Match Existing Flow Line. <br />See Sheet No. 5, Cross Drain Detail <br />• <br />Ste 74+86 <br />Approximate FL depth at <br />Existing = 3.41' <br />Match Adjacent 181)0 CSP <br />No. 5, Cross Drain Detail <br />2017' <br />J A H A N T <br />73 74 774 CD 103 <br />,I <br />EP <br />Sta 74+82 <br />Existing 18"0 CSP to Remain in <br />Place. <br />DRAWN BY DATE PROJECT ENGINEER <br />F. Salcedo 05/2024 <br />NO SCALE <br />DATE <br />05/2024 <br />CHECKED <br />0.25' HMA Overlay <br />PLAN <br />DATE <br />05/2024 <br />rn <br />J °QLn <br />CoUnty <br />C o n st <br />..J l U T/ I V/ <br />R & R 30 LF 12"0 CSP <br />Approximate Depth at Existing <br />Match Existing Flow Line, <br />See Sheet No. 5, Cross Drain <br />FL <br />Detail <br />NOTE: For a complete list of Place Monument Frame <br />and Cover locations, see Summary of Quantities on <br />Sheet 6. <br />104 <br />Contractor to End <br />Shoulder Backing <br />@ Ste. 105+65 (Lt) <br />�150' <br />105 <br />LO <br />+ <br />in Ln <br />N O <br />O <br />0 <br />Cn <br />1 .25' <br />Ln o <br />CO o <br />LO01� <br />O w <br />o Q <br />� z <br />\� 0 <br />0 <br />z <br />END OF PROJECT <br />JAHANT ROAD RESURFACING 2024 Sheet No. <br />(Lower Sacramento Road to North 99 Frontage Road West) 4 of 6 <br />