HomeMy WebLinkAboutR-41782400
Hit
T
I
Q
V
W
F_
Q
W
J
O
C7
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
JEFFERSON AVENUE
NE
TW 352.1
11 353.00.
Eq
IMPI
1 1
I1. 1
w BW 348.10
fn
v L1 FFE
350.25'
+
x,
00 �
II e o
o
m e
0
o n
L1 FFE
350.25'
MIXED USE
BUILDING B
KEY PLAN [IbCall811'3 itwo business days
TUTS before you dlg N0.
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
Nn► ♦;a � : tn► �A �
�81N11�((/llldlll
o
I a
U
+
W
x
N
BY I DATE I APPR
H
MIXED USE
BUILDING B
Y 3 lcpff
i4R� p4 N��/od N
gay 36015th Avenue, Suite 1600
0 5 10 20 11RACI3T8e�`{0� Seattle,WA98101
93(ONAL ' 206.61
1 inch = 10 feet 3/11/2022 www.lipff.com
HAND III
AS NOTED °" � HAD III AVI CITY OF
' FENTON
� viav
� DATUM
� caw,w Planning/Building/Public Works Dept.
IF NOT ONE INCH
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
N
FILL, BASE COURSES, OR FOUNDATION FORMS AND
O
REINFORCING.
Tp
O
3.
STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT
r
EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A
N
MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY
L%
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.
In
5.
ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE
M
ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND
SECTIONS.
O
O
6.
REFER TO LANDSCAPE PLANS FOR WALL TYPES AND
MATERIALS.
N
Q
7.
BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR
J
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.
LM
LEGEND:
M
0
— — PROPERTY UNE/ROW LINE
Op
00
— ROW CENTERLINE
,—
v CONCRETE WALL
d
EXISTING GRADE CONTOUR
—360— MAJOR FINISHED GRADE CONTOUR
—362— MINOR FINISHED GRADE CONTOUR
EXISTING TREE TO BE PROTECTED
R-417824
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING mO si0D0 04/07/2022
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
GRADING PLAN
SmIOWNING NO
C4.04
24 14z