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ELEVATIONELEVATIONSTATIONSTATION ALONG EXISTING LEVEE CENTERLINE (Y-LINE)-55-50-40-30-20-100102030-55-50-40-30-20-10010203052+50 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+0052+50 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00END SB CUTOFF WALLSTA. Y61+00.00EL. -42.00(P) TOP OF LEVEE (CHIP SEAL SURFACING)EL. 19.40(P) START OF RAMPSTA. Y61+27.25EL. 17.50(P) END OF RAMPSTA. Y60+80.40EL. 19.40MINIMUM TEMPORARY DEGRADE/WORKING SURFACEEL. 10.50(E) TOP OF LEVEE(P) BOTTOM OF SB CUTOFF WALLEL. -42.00DWSEEL. 13.6LEAD-IN TRENCHSLOPE 1H:1V MINIMUMWITH 10% RAMP(P) RAMP TO TOP OF LEVEEAT 4% SLOPE(E) LANDSIDE LEVEE TOE(P) TEMPORARY WS ACCESS ROADEL. -3.15(P) TEMPORARY ACCESS ROAD TOTIE TO TEMPORARY RAMP AT STA 61+24SEE SHEET C-511STA. Y61+52.501 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 52+50 TO 63+00C-20540' 80'0SCALE: 1"=40' HORIZONTAL 1"=10' VERTICALMATCH LINE STA 52+50, SEE SHEET C-204NOTES:1. DWSE IS THE MAXIMUM DESIGN WATER LEVEL ATTHE PROJECT AREA SHOULD THE AGRICULTURALLEVEES FAIL.