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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.
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1 CIVIL CONSTRUCTION PERMIT
2 CIVIL CONSTRUCTION PERMIT RESUBM17AL
3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL
Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL
KEY PLAN • two business days
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16015th Avenue, Suite 1600
Seattle, WA 98101
206.61
www.kpff.cam
.. CITY OF
' RENTON
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Planning/Building/Public Works Dept.
NOTES:
1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH
SOLUTIONS NW, LLC, DATED JANUARY 29, 2018.
2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE
PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF
FILL, BASE COURSES, OR FOUNDATION FORMS AND
REINFORCING.
3. 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.
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.
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-417827
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msiDDD 04/07/2022
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
GRADING PLAN
141
OWNING NO
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