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D-397606
ELEVATION IN FEETSTATION 0+75 96 100 104 108 112 116 96 100 104 108 112 116 0 200-20 ELEVATION IN FEETSTATION 2+25 96 100 104 108 112 96 100 104 108 112 0 200-20 ELEVATION IN FEETSTATION 3+00 96 100 104 108 112 96 100 104 108 112 0 200-20 ELEVATION IN FEETSTATION 3+75 96 100 104 108 112 96 100 104 108 112 0 200-20 ELEVATION IN FEETSTATION 4+50 96 100 104 108 112 96 100 104 108 112 0 200-20ELEVATION IN FEETSTATION 1+50 96 100 104 108 112 96 100 104 108 112 0 200-20 XXXXXELEVATION IN FEETSTATION 3+75 96 100 104 108 112 96 100 104 108 112 0 200-20 XO:\proj\Y2018\18-06779-000\CAD\Dwg\record\Site-rcd.dwg | 12/5/2022 9:56 AM | Eric MarshallAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDRAWN: CHECKED: APPROVED: DATE: PROJECT NO:ONE INCH© 2022 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED: DESIGNED: DESIGNED: SCALE: DRAWN: DRAWING NO: SHEET NO: OFNo.REVISION BY APP'D DATE CALL 811 BEFORE YOU DIG PROF ESSIONAL E N G IN EERR EGIST E R E DSTATE O F WASHIN G TON29434 M A R K E WBA N KRECORD DRAWINGS NOVEMBER 2022 18-06779-001 MADSEN CREEK FLOOD RISK REDUCTION PROJECT 15 J. WAGGONER R. GLEASON C. WEST AS NOTED E. MARSHALL R. GLEASON M. EWBANK M. EWBANK SITE 2 - SECTIONS C3.11 6 HORIZ. SCALE: VERT. SCALE: SECTIONS - UPPER HIGH FLOW BYPASS CHANNEL 1 -1"=5' 1"=5' EXISTING GROUND, TYP PROPOSED GROUND, TYP NOTES: 1. SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND. 100-YR WSE, TYP 2-YR WSE, TYP FINISHED BERM TOP ELEVATION, SEE DETAIL A/C4.01 FOR ALL BERM CONSTRUCTION COMPONENTS, TYP NEW CHAIN LINK FENCE, TYP ADJUST BERM ON SLOPE ON EAST SIDE TO REMAIN WITHIN EASEMENT BOUNDARY RECORD DRAWINGS: THE REVISIONS TO THESE CONTRACT DOCUMENTS REFLECT CHANGES IN THE WORK MADE DURING CONSTRUCTION BASED ON CHANGE ORDERS AND DATA FURNISHED BY THE CONTRACTOR. THESE RECORD DRAWINGS DO NOT IMPLY OR WARRANT THAT THE FACILITIES SHOWN ARE “AS-BUILT”. FUTURE WORK INVOLVING THESE FACILITIES SHOULD BE SUPPORTED BY ACTUAL FIELD LOCATIONS AND MEASUREMENTS. RECORD DRAWINGS EM ME 11/23/221 1 1/10/2023 AS-BUILT D-397606