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ELEVATIONELEVATIONSTATIONSTATION ALONG EXISTING LEVEE CENTERLINE (Y-LINE)-55-50-40-30-20-100102030-55-50-40-30-20-1001020300+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50START OF (P) RAMPSTA. Y1+24.68EL. 17.66END OF (P) RAMPSTA. Y2+11.00EL. 19.40(P) TOP OF LEVEE (CHIP SEAL SURFACING)EL. 19.40TRANSITION SB CUTOFF WALLSTA. Y4+50.00EL. -42.00START SB CUTOFF WALLSTA. Y2+50.00EL. -21.00(E) TOP OF LEVEEDWSEEL. 13.6(E) 30" SSFMSTA Y0+96INV. EL. 12.35(E) 4-4" AT&TCONDUITS (STACKED)STA Y1+44 & INV. EL. 14.42MARCH LANE(E) 6" 12KV PG&E CONDUITSTA Y1+35 & INV. EL. 13.36 (P) RAMP TO TOP OF LEVEEAT 2% SLOPETEMPORARY DEGRADE/WORKING SURFACEEL. 10.50EL. -42.00EL. -21.00(P) BOTTOM OF SB CUTOFF WALLLEAD IN TRENCHSLOPE 1H:1V MINIMUMWITH 10% RAMP(P) BOTTOM OF SB CUTOFF WALLTRANSITION TRENCHSLOPE 1H:1V MINIMUM(E) 6" PG&E GASSTA Y1+51 & INV. EL. 14.33START OF (P)WS ACCESS ROADSTA. Y1+65.09EL. 17.10(E) LANDSIDELEVEE TOE(P) TEMPORARY WS ACCESS ROADEL. -3.1610%STA. Y4+29.00STA. Y2+18.50STA. 6+62.78EL. 4.45STA. 7+43.33EL. -3.16STA. 1+94.53EL. 15.85STA. 2+18.54EL. 13.45STA. 5+17.59EL. 6.46STA. 4+30.18EL. 8.261 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 1+00 TO 10+50C-20040' 80'0SCALE: 1"=40' HORIZONTAL 1"=10' VERTICALMATCH LINE STA 10+50, SEE SHEET C-201NOTES:1. DWSE IS THE MAXIMUM DESIGN WATER LEVEL ATTHE PROJECT AREA SHOULD THE AGRICULTURALLEVEES FAIL.2. (E) PG&E GAS MAIN HAS 33" OF COVER. NOVIBRATORY EQUIPMENT MAY BE USED WITHIN 12"OF THIS GAS MAIN OR OTHER SHALLOW UTILITIES.CONTRACTOR MUST MAINTAIN 2' OF COVER ABOVEEXISITNG 6" GAS MAIN.