HomeMy WebLinkAboutR-419009T
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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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FUTURE BUILDING A
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LEGEND: NOTES:
O TOP OF EXCAVATION DASHED LINE ALSO REPRESENTS ASPHALT SAW CUT LINE. AREAS BEYOND
1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL LIMITS OF SAW CUTTING TO REMAIN UNTIL EXTERIOR HARDSCAPES, SIDEWALKS, AND ASPHALT
— — PROPERTY LINE/ROW LINE PAVING SEQUENCE OF WORK BEGINS. ADDITIONALLY, SLOPED BANKS AT TOP OF ASPHALT TO TOE
REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. OF SLOPE SHALL BE COVERED, AND SANDBAGGED THROUGHOUT DURATION OF PROJECT UNTIL
ROW CENTERLINE BACKFILL OPERATIONS ARE READY TO COMMENCE.
0 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR
TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING.
CONCRETE WALL THREE FOOT HIGH ROANGE SNOW FENCE TO BE PLACED WITH METAL STAKES AROUND TOP OF
o 25 50 100
3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS SLOPE AROUND ENTIRE OPEN EXCAVATION UNTIL SLOPE IS BACKFILLED AND STABILIZED. THREE
EXISTING GRADE CONTOUR AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO ASTM FOOT ORANGE SNOW FENCE TO BE INSTALLED AT THE ENTIRE PERIMETER OF ASPHALT SAWCUT R-419009 1 inch = 50 feet
LINE AND ATTACHED TO FIVE FOOT METAL STAKES AT SIX FEET ON -CENTER MAXIMUM. ZIP TIES TO
QD D-695 MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE
— — TOP OF EXCAVATION BE USED TO SECURE SNOW FENCE TO METAL STAKES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT.
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BOTTOM OF EXCAVATION It. e I��,.
4. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED 5 0 ��,� DEVELOPMENT ENGINEERING % SURFACE WATER UTILITY
BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF ORGANIC MATERIAL - - msi o 09/27/2021 krevans 09/27/2021
EXISTING TREE TO BE PROTECTED - PP
AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE.
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CLEAR AND GRADE PERMIT
CLEAR AND GRADE PERMIT RESUBMITTAL
CLEAR AND GRADE PERMIT RESUBMITTAL
REVISION
TJP
08/10/21
JSF
SURVEYED:
ZLN
TJP
08/11/21
JSF
DESIGNED:
TJP/JRN
TJP
09/10/21
JSF
DRAWN:
TAD/KSA
CHECKED:
MNF
BY
DATE
APPR
APPROVED:
JSF
,p 39847 .� Q, 1601 5th Avenue, Suite 1600
�OIST
NAL E�Seattle, WA 98101 r WASTEWATER UTILITY
206.622.5822
09/10/2021 www•kpff.com jhobSon 09/28/2021
SCALE: DATE:
VERTICAL: NAVD 1988 S O L E R A
AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF
U1+
FIELDBOOK:
RENTON 2842 NE SUNSET BLVD PAGE:
RENTON, WA 98056 DRAWING NO:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. C3.50
IF NOT ONE INCH
SCALE ACCORDINGLY MASS EXCAVATION PLAN
SHEET: 9 OF: