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EarthSolutions
NW LLC
Geotechnical Engineering
Geology
Environmental Scientists
Construction Monitoring
1805 -136th Place N.E.,Suite 201 Bellevue,WA 98005
(425)449-4704 Fax (425)449-4711
www.earthsolutionsnw.com
GEOTECHNICAL ENGINEERING STUDY
DALPAY SHORT PLAT
REDMOND COURT NORTHEAST
RENTON,WASHINGTON
ES-4208
2005 2015
Drwn.
Checked Date
Date Proj.No.
Plate
Earth Solutions NWLLC
Geotechnical Engineering,Construction Monitoring
EarthSolutionsNWLLC
EarthSolutions
NW LLC and Environmental Sciences
Vicinity Map
Dalpay Short Plat
Renton,Washington
MRS
TJM
12/09/2015
Dec.2015
4208
1
NORTH
NOTE:This plate may contain areas of color.ESNW cannot be
responsible for any subsequent misinterpretation of the information
resulting from black &white reproductions of this plate.
Reference:
King County,Washington
Map 626
By The Thomas Guide
Rand McNally
32nd Edition
SITE
Plate
Proj.No.
Date
Checked By
Drwn.By
E a r t h
S o l u t i o n s
N W L L C
G e o t e c h n i c a l
E n g i n e e r i n g ,
C o n s t r u c t i o n
M o n i t o r i n g
a n d
E n v i r o n m e n t a l
S c i e n c e s
E a r t h
S o l u t i o n s
N W L L C
E a r t h
S o l u t i o n s
N W
L L C
T e s t
P i t
L o c a t i o n
P l a n
D a l p a y
S h o r t
P l a t
R e n t o n ,
W a s h i n g t o n
MRS
TJM
12/09/2015
4208
2
N
O
R
T
H
0 3 0 6 0 1 2 0
Sc ale in Feet1"=6 0 '
NOTE:This plate may contain areas of color.ESNW cannot be
responsible for any subsequent misinterpretation of the information
resulting from black &white reproductions of this plate.
NOTE:The graphics shown on this plate are not intended for design
purposes or precise scale measurements,but only to illustrate the
approximate test locations relative to the approximate locations of
existing and /or proposed site features.The information illustrated
is largely based on data provided by the client at the time of our
study.ESNW cannot be responsible for subsequent design changes
or interpretation of the data by others.
LEGEND
Approximate Location of
ESNW Test Pit,Proj.No.
ES-4208,Nov.2015
Subject Site
REDMOND COURT N.E.
TP-1
TP-2
TP-3
TP-4
RE
D
M
O
N
D
PLACE N.E.
N
.
E
.
1
9
T
H
S
T
R
E
E
T
Veldyke II Short Plat
Lot 1
Lot 2
Lot 3
Lot 4
380
390
400
410
420
380390
400 410 420
390
390
410
410
Rockery
TP-1
Drwn.
Checked Date
Date Proj.No.
Plate
Earth Solutions NWLLC
Geotechnical Engineering,Construction Monitoring
and Environmental Sciences
EarthSolutionsNWLLC
EarthSolutions
NW LLC
RETAINING WALL DRAINAGE DETAIL
Dalpay Short Plat
Renton,Washington
MRS
TJM
12/10/2015
Dec.2015
4208
3
NOTES:
Free Draining Backfill should consist
of soil having less than 5 percent fines.
Percent passing #4 should be 25 to
75 percent.
Sheet Drain may be feasible in lieu
of Free Draining Backfill,per ESNW
recommendations.
Drain Pipe should consist of perforated,
rigid PVC Pipe surrounded with 1"
Drain Rock.
LEGEND:
Free Draining Structural Backfill
1 inch Drain Rock
18"Min.
Structural
Fill
Perforated Drain Pipe
(Surround In Drain Rock)
SCHEMATIC ONLY -NOT TO SCALE
NOT A CONSTRUCTION DRAWING
Drwn.
Checked Date
Date Proj.No.
Plate
Earth Solutions NWLLC
Geotechnical Engineering,Construction Monitoring
and Environmental Sciences
EarthSolutionsNWLLC
EarthSolutions
NW LLC
FOOTING DRAIN DETAIL
Slope
Perforated Rigid Drain Pipe
(Surround with 1"Rock)
18"(Min.)
NOTES:
Do NOT tie roof downspouts
to Footing Drain.
Surface Seal to consist of
12"of less permeable,suitable
soil.Slope away from building.
LEGEND:
Surface Seal;native soil or
other low permeability material.
1"Drain Rock
SCHEMATIC ONLY -NOT TO SCALE
NOT A CONSTRUCTION DRAW ING
Dalpay Short Plat
Renton,Washington
MRS
TJM
12/10/2015
Dec.2015
4208
4