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HomeMy WebLinkAboutD-397615SCALE: DETAIL - TYPICAL SITE 2 PLANTING 1 -NTS 12" MIN BERM PLANTING SOIL SCALE: DETAIL - TYPICAL SITE 3 PLANTING 3 -NTS 9" MIN BERM PLANTING SOIL 1. PLANT GROUNDCOVERS, SHRUBS, AND TREES AS SHOWN ON PLAN. GROUNDCOVERS AND SHRUBS SHALL BE IN CLUSTERS OF UNEVEN NUMBERS (E.G. THREE, FIVE, SEVEN, ETC.) 2. PLANTS SHALL BE ARRANGED SO THAT AS THEY MATURE, THEY GROW IN TO MASSINGS AND FULLY COVER THE SOIL SURFACE. 3. PROVIDE A 3 FOOT RADIUS MULCH-ONLY AREA AROUND EACH TREE AND A 2 FOOT RADIUS MULCH-ONLY AREA AROUND EACH SHRUB. SCALE: DETAIL - PLANTING LAYOUT 2 -NTS PLANTING LAYOUT NOTES: TREE, TYP GROUNDCOVER SHRUB, TYP SCALE: DETAIL - TYPICAL SITE 4 PLANTING 4 -NTS WETLANDWETLAND 6" MIN BERM PLANTING SOIL CL BERM EXTENTS TO REMAIN 12" MIN FROM WETLANDS PLANTING DETAILS L1.11 15O:\proj\Y2018\18-06779-000\CAD\Dwg\record\Details-rcd.dwg | 12/5/2022 9:59 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 RECORD 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 BERM EMBANKMENT SOIL NATIVE SHRUBS PLANTED TO ORDINARY HIGH WATER (OHW) 100-YR WL MADSEN CREEK HI-FLOW BYPASS NATIVE SHRUBS ON BERM AND ADJACENT TO THE BERM ACCESS ROAD EROSION CONTROL NATIVE GRASS SEED MIXEROSION CONTROL NATIVE GRASS SEED MIX EXISTING GRADE NATIVE FLOWERING SHRUBS TO REPLACE ORNAMENTAL SHRUBS WONDERLAND ESTATES BERM EMBANKMENT SOIL MADSEN CREEK MADSEN CREEK 100-YR WL MADSEN CREEK NATIVE PLANTINGS ALONG WETLAND EDGE OHW LOW NATIVE SHRUBS ON SIDES OF BERM LARGER NATIVE SHRUBS AND INVASIVE SPECIES REMOVAL IN MITIGATION PLANTING AREA LOW NATIVE GROUNDCOVER ON TOP OF BERM BERM EMBANKMENT SOIL, SEE CHAIN LINK FENCE TYPE 4 PER WSDOT L-20.10-03 D C3.30 FLOOD CONTROL BERM TOP ELEV = 103 FT EXISTING GROUND SURFACE 100-YR WL ELEV 101.70 AVG SUMMER FLOW R. GLEASON J. WAGGONER K. FORESTER J. WAGGONER K. FORESTER 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.KATHRYNS U ZANNE FOR E STERSTATEO F WASHIN G T ONLI CEN S ED LANDSCA P E A RCHITECTN O . 1 4 4 8 E X P . 12/12/23KATHRYNS U ZANNE FOR E STERSTATEO F WASHIN G T ONLI CEN S ED LANDSCA P E A RCHITECTAS-BUILT D-397615