Laserfiche WebLink
ELEVATIONELEVATIONSTATIONSTATION ALONG EXISTING LEVEE CENTERLINE (Y-LINE)-55-50-40-30-20-100102030-55-50-40-30-20-10010203042+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+5042+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+50(P) TOP OF LEVEE (CHIP SEAL SURFACING)EL. 19.40TEMPORARY DEGRADE/WORKING SURFACEEL. 10.50(E) TOP OF LEVEE(P) BOTTOM OF SB CUTOFF WALLEL. -42.00DWSEEL. 13.6(E) LANDSIDE LEVEE TOE(P) TEMPORARY WS ACCESS ROADEL. -3.161 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 42+00 TO 52+50C-20440' 80'0SCALE: 1"=40' HORIZONTAL 1"=10' VERTICALMATCH LINE STA 52+50, SEE SHEET C-205MATCH LINE STA 42+00, SEE SHEET C-203NOTES:1. DWSE IS THE MAXIMUM DESIGN WATER LEVEL ATTHE PROJECT AREA SHOULD THE AGRICULTURALLEVEES FAIL.