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HomeMy WebLinkAboutD-397605100Y100Y100Y100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y 100Y100Y100Y100Y100Y100YOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP105 0+00 1+00 2+00 3+00 4+00 5+00 5+75 X X X X X X X X X X X X X X X 105 105 105 105 105 105 105 105 105 N11° 50' 37"E 44.76' N12° 34' 37"E 90.72' N12° 22' 42"E 130.30' N15° 34' 54"E 47.78' N12° 35' 42"E 202.69' PVI: 1+24.83 N: 172198.22 E: 1316861.13 CHANNEL CL START STA. 0+00.00 N: 172076.40 E: 1316833.91 STA. 2+02.69 N: 172274.20 E: 1316878.11 STA. 2+93.41 N: 172362.75 E: 1316897.87 STA. 4+23.71 N: 172490.02 E: 1316925.80 STA. 4+68.46 N: 172533.82 E: 1316934.98 CHANNEL CL END STA. 5+16.24 N: 172579.84 E: 1316947.820+751+502+253+003+754+50BEGIN GRADING STA. 0+23.20 N: 172099.04 E: 1316838.97 END GRADING STA. 5+09.86 N: 172573.70 E: 1316946.10 ELEVATION IN FEETSTATION 96 100 104 108 96 100 104 108 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 -2.52% -0.29%PI 2+02.69EL: 101.19PI 2+93.41EL: 100.93PI 4+23.71EL: 100.55PI 4+68.46EL: 100.42-2.52% -0.29%PI 2+02.69EL: 101.19PI 2+93.41EL: 100.93PI 4+23.71EL: 100.55PI 4+68.46EL: 100.42STA: 0+23.20EL: 103.97STA: 1+24.83EL: 101.41STA: 5+09.86EL: 100.31STA: 0+23.20EL: 103.97STA: 1+24.83EL: 101.41STA: 5+09.86EL: 100.310+00EG: 104.05FG:0+50EG: 103.69FG: 103.301+00EG: 102.88FG: 102.041+50EG: 102.58FG: 101.342+00EG: 102.02FG: 101.202+50EG: 101.84FG: 101.053+00EG: 101.30FG: 100.913+50EG: 100.90FG: 100.764+00EG: 100.52FG: 100.624+50EG: 100.13FG: 100.485+00EG: 100.27FG: 100.335+50EG: 98.34FG:5+74.82EG:FG:QUANTITIES BERM CONSTRUCTION 395 LF BIODEGRADABLE EROSION CONTROL BLANKET 1820 SY CHAIN LINK FENCE TYPE 4 370 LF O:\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 - SITE PLAN AND PROFILE C3.10 5 20 0 20 40 1"=20' MADSEN CREEK HIGH FLOW BYPASS CHANNEL WONDERLAND ESTATES NOTES: 1. SEE DWG G0.02 FOR ABBREVIATIONS AND LEGEND. 2. STOCKPILE SUITABLE EXCAVATED MATERIAL FOR REUSE IN BERM. SEE SECTION 2-03.3 OF THE SPECIAL PROVISIONS FOR SUITABILITY REQUIREMENTS. 3. TREES SHOWN IN APPROXIMATE LOCATION. 4. CONNECT NEW FENCE AT NORTH AND SOUTH ENDS TO EXISTING FENCE USING A NEW PULL POST. 5. PLACE BIODEGRADABLE EROSION CONTROL BLANKET IN ALL AREAS WHERE HIGH FLOW BYPASS CHANNEL EXCAVATION LEAVES BARE SOIL. SEE SECTION A/C4.01. EXISTING GRAVEL ACCESS ROAD HORIZ. SCALE: VERT. SCALE: PROFILE - UPPER HIGH FLOW BYPASS CHANNEL 1 -1"=20' 1"=10' PROJECT LIMITS, 27,300 SF CUT: 380 CY TOTAL CHANNEL EXCAVATION INCL. HAUL 325 CY STRUCTURE EXCAVATION CLASS B INCL. HAUL 55 CY FILL: 170 CY TOTAL BERM EMBANKMENT SOIL 75 CY BERM PLANTING SOIL 95 CY INSTALL NEW FENCE ALIGNED WITH EASEMENT BOUNDARY, CHAIN LINK TYPE 4 PER WSDOT STD PLAN L-20.10-03, SEE NOTE 4 CONSTRUCT BERM EMBANKMENT FILL PER SECTION 9-03.16 OF THE SPECIAL PROVISIONS EXISTING GROUND PROPOSED GROUND LOW FLOW CHANNEL CULVERT 100-YR WSE 2-YR WSE LOW FLOW CHANNEL PROTECT IN PLACE EX CONCRETE BOX CULVERT FOR LOW FLOW CHANNEL EX CONCRETE BOX CULVERT UNDER SR 169 NO FILL IN CHANNEL BOTTOM. IF PROPOSED GRADE IS HIGHER THAN EXISTING GRADE THEN NO GRADING IS REQUIRED UTILITY EASEMENT, TYP AC4.01RETAIN EX CONCRETE WALL ADJACENT TO CHANNEL GRADING INSTALL NATIVE RESTORATION PLANTING PER SHEETS L1.01 (TREE PLANTING) AND L1.02 (SHRUB PLANTING). SEE 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. N: 172076.43 E: 1316833.88 N: 172099.09 E: 1316839.04 N: 172198.18 E: 1316861.09 N: 172274.16 E: 1316878.06 N: 172362.73 E: 1316897.83 N: 172490.03 E: 1316925.73 N: 172533.65 E: 1316934.94 RECORD DRAWINGS EM ME 11/23/221 1103.64102.08103.21102.20101.47101.10100.93101.01100.83100.93100.84100.59100.04100.03100.4599.99100.21N: 172573.74 E: 1316946.13 N: 172579.86 E: 1316947.85 1/10/2023 AS-BUILT D-397605