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AB AGGREGATE BASEAC ASPHALT CONCRETEALT ALTERNATEANSI AMERICAN NATIONAL STANDARDSINSTITUTEAPPROX APPROXIMATEAVE AVENUEBLDG BUILDINGBVCE BEGIN VERTICAL CURVE ELEVATIONBVCS BEGIN VERTICAL CURVE STATIONCL CENTERLINE, CONTROL LINECLR CLEARANCECONC CONCRETECMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITDI DROP INLETDWSE DESIGN WATER SURFACE ELEVATIONDWG DRAWING(E) EXISTING, EASTE EASTINGEG EXISTING GRADEELEV, EL ELEVATIONEP EDGE OF PAVEMENTES EDGE OF SHOULDERETW EDGE OF TRAVELED WAYEVCE END VERTICAL CURVE ELEVATIONEXIST EXISTING(F) FUTUREFG FINISHED GRADEFT FEETFTG FOOTINGGALV GALVANIZEDGB GRADE BREAKH HORIZONTALHMA HOT MIX ASPHALTHP HINGE POINTHSS HIGH STRENGTH STEELID INSIDE DIAMETERIN INCHESINV INVERTIP IRON PIPEJBOX JUNCTION BOXLF LENGTH FOOTLN LANELT LEFTLVC LENGTH OF VERTICAL CURVEMAX MAXIMUMMIN MINIMUM(N) NORTHN NORTHINGNO NUMBERNTS NOT TO SCALEØDIAMETEROC ON CENTEROD OUTSIDE DIAMETEROG ORIGINAL GROUND(P) PROPOSEDPC POINT OF CURVATUREPG PROFILE GRADEPG&E PACIFIC GAS & ELECTRICPI POINT OF INTERSECTIONPIP PROTECT IN PLACEPP POWER POLEPT POINT OF TANGENCYPVC POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONR RADIUSR/W RIGHT OF WAYRD ROADRT RIGHT(S) SOUTHSB SOIL-BENTONITESD STORM DRAINSDMH STORM DRAIN MANHOLESHT SHEETSR STATE ROUTESS SANITARY SEWERSSFM SANITARY SEWER FORCE MAINSSMH SANITARY SEWER MANHOLESTA STATIONSTD STANDARDTCE TEMPORARY CONSTRUCTION EASEMENTTOL TOP OF LEVEETOP TOP OF PIPETOT TOTALTOW TOP OF WALLTS TENMILE SLOUGHT-UG TELEPHONE UNDERGROUNDTYP TYPICALUNO UNLESS NOTED OTHERWISEUSCS UNIFIED SOIL CLASSIFICATION SYSTEMUPRR UNION PACIFIC RAILROADV VERTICALVAR VARIES(W) WESTWSE WATER SURFACE ELEVATION1 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.: 7-04-1877W9123824C0022SHEET INDEX AND ABBREVIATIONSG-002SHEET INDEXSHEET NO SHEET NUMBER SHEET TITLE1G-001 TITLE SHEET2G-002 SHEET INDEX AND ABBREVIATIONS3 G-003 SYMBOLS AND LEGENDS4G-004 GENERAL NOTES5 G-005 BORROW SITE AND HAUL ROUTES6 G-006 STAGING AND STOCKPILE AREA AND HAUL ROUTES7 V-001 PROJECT SURVEY CONTROL AND CONTROL LINE PLAN AND TABLES8 V-002 PROPOSED LEVEE CENTERLINE CONTROL LINE PLAN AND TABLES9 V-003 PROPOSED CUTOFF WALL CONTROL LINE PLAN AND TABLES10 V-004 PROPOSED RAMPS CONTROL LINES AND PLANS AND TABLES11 V-005 PROPOSED LIMITS OF WORK POINT TABLE12 V-006 OVERALL SITE PLAN AND KEY MAP13 V-007 STAGING AREA TEMPORARY IMPROVEMENTS14 B-001 BORING LOG LEGEND15 B-201 BORING LOG PLAN AND PROFILE STA 1+00 TO 30+0016 B-202 BORING LOG PLAN AND PROFILE STA 30+00 TO 60+0017V-100 AERIAL PLAN STA 1+00 TO 10+0018 V-101 AERIAL PLAN STA 10+00 TO 20+5019 V-102 AERIAL PLAN STA 20+50 TO 31+0020 V-103 AERIAL PLAN STA 31+00 TO 41+5021V-104 AERIAL PLAN STA 41+50 TO 52+0022 V-105 AERIAL PLAN STA 52+00 TO 62+0023 C-100 LEVEE PLAN STA 1+00 TO 10+0024 C-101 LEVEE PLAN STA 10+00 TO 20+5025 C-102 LEVEE PLAN STA 20+50 TO 31+0026 C-103 LEVEE PLAN STA 31+00 TO 41+5027 C-104 LEVEE PLAN STA 41+50 TO 52+0028 C-105 LEVEE PLAN STA 52+00 TO 62+0029 C-200 LEVEE PROFILE STA 1+00 TO 10+5030 C-201 LEVEE PROFILE STA 10+50 TO 21+0031 C-202 LEVEE PROFILE STA 21+00 TO 31+5032 C-203 LEVEE PROFILE STA 31+50 TO 42+0033 C-204 LEVEE PROFILE STA 42+00 TO 52+5034 C-205 LEVEE PROFILE STA 52+50 TO 63+0035 C-311 PHASE 1 CROSS SECTIONS STA 1+00 TO 9+0036 C-312 PHASE 1 CROSS SECTIONS STA 10+00 TO 18+0037 C-313 PHASE 1 CROSS SECTIONS STA 19+00 TO 27+0038 C-314 PHASE 1 CROSS SECTIONS STA 28+00 TO 36+0039 C-315 PHASE 1 CROSS SECTIONS STA 37+00 TO 45+0040 C-316 PHASE 1 CROSS SECTIONS STA 46+00 TO 54+0041 C-317 PHASE 1 CROSS SECTIONS STA 55+00 TO 61+0042 C-318 PHASE 2 CROSS SECTIONS STA 1+00 TO 9+0043 C-319 PHASE 2 CROSS SECTIONS STA 10+00 TO 18+0044 C-320 PHASE 2 CROSS SECTIONS STA 19+00 TO 27+0045 C-321 PHASE 2 CROSS SECTIONS STA 28+00 TO 36+0046 C-322 PHASE 2 CROSS SECTIONS STA 37+00 TO 45+0047 C-323 PHASE 2 CROSS SECTIONS STA 46+00 TO 54+0048 C-324 PHASE 2 CROSS SECTIONS STA 55+00 TO 61+0049 C-501 LEVEE CUTOFF WALL SECTION AND DETAIL50 C-502TYPICAL CUTOFF WALL CONSTRUCTION SEQUENCE AND DETAILS51 C-503 TYPICAL KEY AND BENCHING DETAILS52 C-504 SETTLEMENT PLATE INSTALLATION53 C-505 TYPICAL ROADWAY DETAILS54 C-506 SECURITY FENCE DETAILS55 C-507 IRRIGATION DITCH RELOCATION56 C-508 WATERSIDE ACCESS RAMP STA Y33+00 PLAN AND PROFILE57 C-509 MARCH LANE ACCESS RAMP PLAN AND PROFILE58 C-510 NORTHERN ACCESS RAMP PLAN AND PROFILE59 C-511 NORTHERN WATERSIDE ACCESS RAMP PLAN AND PROFILE60 CG-100 EROSION CONTROL PLAN STA 1+00 TO 10+0061 CG-101 EROSION CONTROL PLAN STA 10+00 TO 20+5062 CG-102 EROSION CONTROL PLAN STA 20+50 TO 31+0063 CG-103 EROSION CONTROL PLAN STA 31+00 TO 41+5064 CG-104 EROSION CONTROL PLAN STA 41+50 TO 51+5065 CG-105 EROSION CONTROL PLAN STA 51+50 TO 61+00