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HomeMy WebLinkAboutR-417820°0 , Q I w LU J O P TY F � x, s F g 8 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. -aQa %j o °Lire o �9sP spvs F __34> !y F s N32'13'36E 686.0�' t v. S 1 ' GRADING I 0 C4.20 ENLARGEMENT, av SEE NOTE 1 1 \ \ ' o F So 11+00 '�°� r 12+00 0 +I VIC, r I� I I 0 LEGEND: — — PROPERTY LINE/ROW LINE ROW CENTERLINE RETAINING WALL EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED iy � >,t E.9: I � � t•L ! [r➢� Y•1;� d•7 , u I , u Icu [�1 J FUTURE BLOCK C �Y — —xYr�V v� 13+00 ^' ` •P • II NOTES: 1. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 2. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, UDC, DATED JANUARY 29, 2018. 3. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 0 10 20 40 1 inch = 20 het Call 811 • two business days before you dig N0. 14+00 JEFF SON AVENUE • • L7,-J MIXED USE BUILDING B SEE SHEET C4.03 FOR CONTINUATION 4. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 5. ON —SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON —SITE SOILS SHALL BE FREE OF ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. 6. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AF CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION Z Ln O co O O O o O N Q � J z O U K O O Y U W W Ch ti M W O N 00 00 T a 15+00 16+00 • it. x x 7. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 8. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY R-417820 DISCREPANCY PRIOR TO CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS l DEVELOPMENT ENGINEERING O msippo 04/07/2022 16015th Avenue, Suite 1600 Seattle, WA98101 3N.633.5822 (� www.kpff.cam TJP 09/03/21 LEE ZLN AS NOTED P1 MEN I1BCS/Im' CITY OF SOLERA TJP 01/12/22 JSF owu MDR/TJP , °° K RENTON 2842 NE SUNSET BLVD rJP Oyu/22 JSF °"'"" KSA/JEP �� RENTON, WA 98056 DATUM `"F°'NNE Planning/Building/Public Works Dept. C4,CC BY DATE APPR USE SCEE �C�.«.. GRADING PLAN - BLOCK C s"' 20 4,