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ELEVATIONELEVATIONSTATIONSTATION ALONG EXISTING LEVEE CENTERLINE (Y-LINE)-55-50-40-30-20-100102030-55-50-40-30-20-10010203010+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+0010+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00(P) TOP OF LEVEE (CHIP SEAL SURFACING)EL. 19.40(E) TOP OF LEVEEDWSEEL. 13.6TEMPORARY DEGRADE/WORKING SURFACEEL. 10.50EL. -42.00(P) BOTTOM OF SB CUTOFF WALL(E) LANDSIDE LEVEE TOE(P) TEMPORARY WS ACCESS ROADEL. -3.151 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20ABCDEFGHJKLMNPSUBMITTED BY:CHECKED BY:DRAWN BY:DESIGNED BY:CONTRACT NO.:SOLICITATION NO.:ISSUE DATE:SIZE:MARK DESCRIPTIONDATESHEET IDANSI DW9123824B0010SEPTEMBER 2024SACRAMENTO, CA 958141325 J ST.SACRAMENTO DISTRICTFOLSOM, CA 9563080 BLUE RAVINE RD SUITE 280PETERSON BRUSTAD INC.SAN JOAQUIN COUNTY, CALIFORNIATS_30L LEVEE IMPROVEMENTLOWER SAN JOAQUIN RIVER REACHDMM / BFLM. HARRINGTONK. BRUSTADS. JIMENEZFOR CONSTRUCTIONU.S. ARMY CORPS OF ENGINEERSSPEC NO.: 2402DESIGN FILE NO.: 7-04-1877W9123824C0022LEVEE PROFILE STA 10+50 TO 21+00C-20140' 80'0SCALE: 1"=40' HORIZONTAL 1"=10' VERTICALMATCH LINE STA 21+00, SEE SHEET C-202MATCH LINE STA 10+50, SEE SHEET C-200NOTES:1. DWSE IS THE MAXIMUM DESIGN WATER LEVEL ATTHE PROJECT AREA SHOULD THE AGRICULTURALLEVEES FAIL.