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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.
SEE SHEET C4.00 FOR CONTINUATION NOTES:
�,� •y� 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH
12+00 13+00 14+00 SOLUTIONS NW, LLC, DATED JANUARY 29, 2018.
- + - - - _ _ - I- - - -- -
- 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE p
JEFFERSON AVENUE NE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CVO
- - FILL, BASE COURSES, OR FOUNDATION FORMS AND
REINFORCING. Tp
O
- 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT
EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N
MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY U
f` ` �- ---- w / ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE
TW 347.50 345.851 j PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND
.+ TW 34 00 + o - BW 345.91 • I4I ®T tk- `BS 3 46 S 347.25 ~
BW 34�.60 v BS 345.60 -- - _ • r3WW 34722 APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT.
_
'` g6 345.00 47 60 pWr�, v�, ..` g. - ` 6. - ` a, '1� 6� n, - �'y� - - _ v o 0 4. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY F
- v B ,49v .44
344.70 - ry •so��- �� - - - �- - - VISUALLY INSPECTED AND APPROVED BY THE PROJECT
------"---------"- 347.50 >? GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF
BW BW 345.60 W 345.66 BW 346.02 BW 346.62 B 346.87n6T6W"U3 BW 3 z ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS
TW 347.50IF TW 350.25 + c�i OF NOTE 3 ABOVE.
BW 34 .00 BW347.50BW 348.50to
5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE47,.5 + ¢ - .18ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND O
+ + - SECTIONS. O
TW 350.2 Ll FFE V 347.50 P 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND OBW 349.25 TW 349.2 TW 350.25 BW 346.75 `o 350.25 w MATERIALS. N
350.25' - S 346.93 BW 348.50 x Q
BW 347.50 L1 L1 FFE BW 347.50 - Li FFE h
350.25' W 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J
W 350.25' 350.25' y REFERENCE ONLY. SEE ARCHITECYS PLANS FOR FINAL
L
ELEVATIONS.
9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY
ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA.
MIXED USE LEGEND: co
BUILDING B
- - PROPERTY UNE/ROW LINE O
W
ROW CENTERLINE
CE
CONCRETE WALL d
EXISTING GRADE CONTOUR
-360- MAJOR FINISHED GRADE CONTOUR
362 MINOR FINISHED GRADE CONTOUR
EXISTING TREE TO BE PROTECTED
KEY PLAN [16call 81 IS a
ti two business days 5
NTS before you dig NO
R-417823
Y g IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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0 5 10 20 o RACISTaP'R Seattle, WA 98101
91ONAL LBf'� 206.622.5822
1 inch m 10 feet www.kpffxam
04/OS/2022
CIVIL CONSTRUCTION PERMIT JDN 103/12/211 JSF a HAND
CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF ZLN SCALE.
NOTED POWM "q"m219°' pC�IT�YT OF � SOLERA
CIVIL CONSTRUCTION PERMIT RESUBMITTAL Tip 01/12/22 JSF"mMDR/TJP '�"� RENTON 2842 NE SUNSET BLVD neeoox_
CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 0}/II/22 JSF " KBA/JEP ^ r, RENTON, WA 980556 �NO NO
DATUM
CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 04/05/22 JSF mnmMNP .'N,�,myE PaT-ing/BuidinJ/PubiC Works Dept. F NER ONE INCH C4.03
REVISION BY DATE APPR JSF '""""`°'°'""' GRADING PLAN "' 23 144