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HomeMy WebLinkAboutD-397608100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100Y100 1 0 0 1 0 0 1 0 0 0 + 0 0 1+00 1 + 1 5 100 101 101 1 0 0 1 0 1 1 0 1 PARCEL NO. 2323059070 15214 149TH AVE SE ZONED AS URBAN RESERVE (UR) PARCEL NO. 2323059028 ZONED AS RESOURCE CONSERVATION (RC)XX X X X X X X X X X S41° 13' 05"E 20.93' S77° 59' 27"E 32.57' S38° 19' 10"E 7.31' BERM CL START STA. 0+00.00 N: 172896.63 E: 1316646.55 STA. 0+20.93 N: 172880.89 E: 1316660.34 STA. 0+75.11 N: 172839.91 E: 1316695.75 STA. 1+07.68 N: 172833.13 E: 1316727.60 BERM CL END STA. 1+15.00 N: 172827.39 E: 1316732.14 CEDAR R I V E R T R A I L STA. 0+49.91 N: 172859.55 E: 1316679.96S42° 35' 34"E 28.98' S38° 47' 12"E 25.20' PVI: 0+02.57 N: 172894.70 E: 1316648.25 PVI: 1+14.58 N: 172827.72 E: 1316731.88 ELEVATION IN FEETSTATION 96 100 104 96 100 104 0+00 0+50 1+00 1+15 0+00EG: 100.36FG:0+25EG: 100.08FG: 101.400+50EG: 99.17FG: 101.400+75EG: 100.87FG: 101.401+00EG: 100.49FG: 101.401+15EG: 101.23FG:50.00%0.00%-50.00%STA: 0+00.69 EL: 100.46 STA: 0+02.57 EL: 101.40 STA: 1+14.58 EL: 101.40 STA: 1+14.93 EL: 101.23PI 0+20.93EL: 101.40PI 1+07.68EL: 101.40PI 0+49.91EL: 101.40PI 0+75.11EL: 101.40O:\proj\Y2018\18-06779-000\CAD\Dwg\record\Site-rcd.dwg | 12/5/2022 9:57 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 4 - SITE PLAN AND PROFILE C3.30 8 10 0 10 20 1"=10' PLACE AND COMPACT EARTHEN BERM REINFORCE EXISTING WOOD BRIDGE WITH STEEL PLATE DURING CONSTRUCTION MADSEN CREEK D C4.01 EX CONCRETE CULVERT EX DRIVEWAY KING C O U N T Y CITY O F R E N T O N NOTES: 1. SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND. 2. PRIVATE PROPERTY FRONT YARD AREA. ABSOLUTELY NO STAGING OR CONSTRUCTION ACTIVITY BEYOND PROJECT LIMITS AS SHOWN WITHOUT APPROVAL OF THE ENGINEER. 3. NEW FENCE ALIGNMENT TO BE CONFIRMED BY ENGINEER BEFORE INSTALLATION. CONNECT TO NEW PULL POST ON EAST END AND TO EXISTING DRIVEWAY GATE AT NORTHWEST END. NEW FENCING MUST STAY WITHIN LIMITS OF THE EASEMENT. GATE LOCATION MUST REMAIN CLEAR OF VEGETATION THAT MAY IMPEDE USE OF 90/180 DEGREE SWING. REFER TO LANDSCAPING PLAN L1.04. SEE NOTE 2149TH AVE SESTEEN PROPERTY EASEMENT LIMIT. EASEMENT SHALL BE MARKED AS PER SECTION 1-07.16(1) OF THE SPECIAL PROVISIONS SR 16 9 PROPOSED GROUND EXISTING GROUND HORIZ. SCALE: VERT. SCALE: PROFILE - RIGHT BANK BERM 1 -1"=10' 1"=5' 115' CRITICAL AREAS BUFFER QUANTITIES CHAIN LINK FENCE 110 LF BERM CONSTRUCTION 115 LF BIODEGRADABLE EROSION CONTROL BLANKET 132 SY STRUCTURE EXCAVATION CLASS B INCL. HAUL 22 CY BERM EMBANKMENT SOIL 16 CY BERM PLANTING SOIL 23 CY SITE AREA IN RENTON = 380 SF SITE AREA IN KING COUNTY = 1,260 SF EXISTING EASEMENT, TYP INSTALL APPROX 110 LF OF 4' TALL CHAIN LINK FENCE TYPE 4 PER WSDOT STD PLAN L-20.10-03, SEE NOTE 3 INSTALL 6' WIDE, 4' TALL CHAIN LINK FENCE SINGLE GATE PER WSDOT STD PLAN L-30.10-02, SEE NOTE 3 2:12:1MATCH EXISTING GRADE CEDAR RIVER TRAIL SHALL REMAIN UNOBSTRUCTED FOR PUBLIC USE AT ALL TIMES MATCH EXISTING GRADE INSTALL NATIVE RESTORATION PLANTING. SEE SHEETS L1.04, 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 1 101.39N: 172894.73 E: 1316648.20 STA 0+00.07, -1.23' LT N: 172897.39 E: 1316647.52 N: 172880.82 E: 1316660.31 N: 172859.50 E: 1316679.99 N: 172839.93 E: 1316695.72 N: 172833.08 E: 1316727.51 STA 1+13.87, -4.14' LT N: 172830.19 E: 1316735.20 101.34 101.51101.36101.53101.39101.36101.53101.481/10/2023 AS-BUILT D-397608