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Home My WebLink AboutD-397607100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y / / // / // / / / / / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /XXXOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 1000+001+00 1+20 102 102 103 103 S11° 37' 23"W 19.03' L = 6.21' 87°31'36" R = 4.06' BERM CL START STA. 0+00.00 N: 172693.03 E: 1316708.67 BERM CL END STA. 1+18.09 N: 172647.00 E: 1316797.88 STA. 0+18.84 N: 172674.58 E: 1316704.87 STA. 0+25.15 N: 172669.89 E: 1316707.81 0+00 0+92 CMU WALL START - TIE INTO BERM STA. 0+00.22 N: 172650.32 E: 1316793.70 STA. 0+05.93 N: 172652.14 E: 1316798.89 STA. 0+90.11 N: 172631.16 E: 1316880.41 ELEVATION IN FEETSTATION 96 100 104 96 100 104 0+00 0+50 1+00 1+20 0+00EG:FG:0+25EG:FG: 103.000+50EG: 101.65FG: 103.000+75EG: 101.64FG: 103.001+00EG:FG: 103.001+20EG:FG:-0.00%-50.00%PC 0+19.03EL: 103.00PT 0+25.24EL: 103.00-0.00%-50.00%STA: 0+02.77EL: 103.00STA: 1+15.62 EL: 103.00 STA: 1+18.19 EL: 101.72PC 0+19.03EL: 103.00PT 0+25.24EL: 103.00EG: 103.15EG: 101.55EG: 101.65EG: 101.58O:\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 3 - SITE PLAN AND PROFILE C3.20 7 10 0 10 20 1"=10' NEW LEFT BANK BERM (118 LF) WONDERLAND ESTATES PAVED PARKING AND DRIVEWAY AREA EX CULVERT MADS E N C R E E K CC4.01CURB AT EDGE OF PAVEMENT NOTES: 1. SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND. 2. NOTIFY CRWSD ONCE BERM CONSTRUCTION AT SITE 3 IS COMPLETED. VERIFY MANHOLE MODIFICATIONS AND RETAINING WALL ARE COMPLETED BEFORE LANDSCAPING. 3. TOPOGRAPHY IS BASED ON LiDAR AND TOPOGRAPHIC SURVEY. AREAS WITH DATA GAPS HAVE BEEN APPROXIMATED USING INTERPOLATION AND VISUAL INSPECTION. EXISTING TELEPHONE POLE AND GUY WIRE (APPROX LOCATIONS). PROTECT IN PLACE AND COORDINATE WITH PSE AS NEEDED DURING CONSTRUCTION SR 16 9 HORIZ. SCALE: VERT. SCALE: PROFILE - LEFT BANK BERM 1 -1"=10' 1"=5' WETLAND PROJECT LIMITS PROPOSED GROUND, TOP EL = 103' EXISTING GROUND, SEE NOTE 3 QUANTITIES CONCRETE MASONRY UNIT WALL 95 LF CMU BLOCKS FOR MANHOLE PERIMETER APPROX 15 BERM CONSTRUCTION 118 LF BIODEGRADABLE EROSION CONTROL BLANKET 130 SY STRUCTURE EXCAVATION CLASS B INCL. HAUL 12 CY BERM EMBANKMENT SOIL 20 CY BERM PLANTING SOIL 25 CY BC4.01ALIGN NORTHERN END OF BERM TO PROTECT TALL SHRUBS AND FENCE CONCRETE MASONRY UNIT WALL WITH MORTARED SEAMS EXISTING ARBORVITAE HEDGE TO BE PROTECTED TIE INTO HIGH GROUND BY CREEK CULVERT OUTLET EX WSDOT ROAD BARRIER, PROTECT IN PLACE INSTALL CMU BLOCKS TO PROVIDE "CUTOUT" SPACE BY BERM FOR CRWSD TO RAISE MANHOLE, SEE DETAIL AND NOTE 2 1 - EXISTING GROUND PROPOSED BERM, ELEV = 103 FT CMU BLOCK, TYP PROPOSED BERM (BEYOND) EX MANHOLE SCALE: DETAIL - CMU BLOCKS FOR MANHOLE PERIMETER 1 -1"=2' NO BERM EMBANKMENT FILL INSIDE CUTOUT AREA SCALE: DETAIL - CMU WALL TIE-IN TO BERM 2 -1"=2' EXISTING GROUND PROPOSED BERM, ELEV = 103 FT PROPOSED BERM (BEYOND) CMU BLOCK, TYP 12" MIN CMU WALL CONTINUES TO EAST 2 - EXISTING FENCE, PROTECT IN PLACE INSTALL NATIVE RESTORATION PLANTING. SEE SHEETS L1.03, L1.10 AND L1.11 FOR DETAILS 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 N: 172693.04 E: 1316708.68 102.61N: 172674.36 E: 1316704.90 STA 0+25.77, -1.08' LT N: 172670.54 E: 1316708.61 STA 0+10.24, 0.46' RT N: 172650.57 E: 1316802.95 STA 0+00.65, 4.15' RT N: 172647.43 E: 1316796.71 STA 1+16.06, 0.32' RT N: 172647.82 E: 1316795.99 STA 0+90.81, 0.26' RT N: 172631.10 E: 1316881.18 102.89102.71102.71102.82102.88102.87102.90 1/10/2023 AS-BUILT D-397607