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HomeMy WebLinkAboutR-417826NW 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. 00 Hit I O V W H Q W J O U) M IX O M N/ O 18+00 Ir�rrnrnu lvrwlr ur MIXED USE Li FFE BUILDING A 355.83' SEE SHEET C4.01 FOR CONTINUATION 19+00 — — I —� 1 CIVIL CONSTRUCTION PERMIT JON 103/12/211 JSF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF 0Y • Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF KEY PLAN two business days before you dlg TUTS N0. REVISION BY DATE APPR i AS NOTED RIZCN'�L. HAD I'°°n°°, AT 7 DATUM IF NOT ONE INCH SCALE ACCOACRINCLY NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH o THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. z � 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE o PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND o REINFORCING. 4 ^0 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT v EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY W ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE = PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. '^ 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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 DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.61 w Jcpff.cam = CITY OF ' FENTON viav Planning/Building/Public Works Dept. LEGEND: — — PROPERTY LINE/ROW LINE — ROW CENTERLINE v CONCRETE WALL EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417826 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.06 26 14z Z CM M M O O O 00