HomeMy WebLinkAboutApproved Storm Sketch - 5422 NE 10th ST.pdfPACIFICHOMESOURCE
LLC
4001 72nd St E
Tacoma, WA 98443
PH: 253-328-6001
www.pacifichomesource.com
info@pacifichomesource.com
5422 NE 10th St
Renton, WA 98059
913.707.0865
Parcel # - 1023059365
Tristan Bull
Disclaimers:
--These
plans
are
exclusive
property
of
Pacific
Home
Source
LLC
(PHS)
and
may
not
be
sold
to
any
person
or
business
without
expressed
written
consent
of
PHS.
These
plans
are
for
one
(1)
time
use
only
for
PHS's
customer - Tristan Bull and to be built on the customer's site at:
5422 NE 10th St in Renton, WA 98059.
--NOTICE: DO NOT SCALE -The written dimensions on this plan supersede any scaled measurements.
--Copyright
notice:
these
plans
are
copyrighted
and
are
subject
to
copyright
protection
as
an
"architectural
work"
under
sec.
102
of
the
copyright
act,
17
USC
as
amended
December
1990.
The
protection
includes
but
is
not
limited to the overall form as well as the arrangement and composition of spaces and elements of design. Under
such
protection,
any
unauthorized
use
of
these
plans,
the
design
in
whole
or
part,
can
legally
result
in
monetary
compensation to PHS. Written permission must be obtained and granted prior to any use and/or design changes
to these plans.
PHS Job #:
24.009
Layout Sheet #
Printed On:
11/26/25 2:19 PM
Designer Information
R# Initials Date
1 REN 05.07.24
2 REN 06.27.24
3 X DATE
4 X DATE
5 X DATE
P / L
SB / L
SD
F
P
W / L
S / W
Vicinity Map ~ N.T.S.
PARCEL NUMBER: 1023059365
OWNER / CLIENT NAME:Tristan Bull
PROJECT ADDRESS:5422 NE 10th St
Renton, WA 98059
JURISDICTION:Renton
LOT SIZE: 54,885 S.F.
BUILDING AREA EXISTING : 3,240 S.F.
SECT/TOWN/RANGE: Section 10 Township 23 Range 05 Quarter NE
LEGAL DESCRIPTION: W 1/2 OF S 10 AC OF NE 1/4 OF NE 1/4
LESS W 478 FT LESS S 30 FT
SITE COVERAGE
LEGEND
SITE INFORMATION
EXISTING STRUCTURE
CONCRETE
GREEN (OPEN) SPACE
ROAD
WATER
LOT SIZE: 54,885 SQ.FT.
EXISTING DRIVEWAY: 3,115 SQ.FT.
EXISTING STRUCTURE: 3,240 SQ.FT.
EXISTING IMPERVIOUS TOTAL: 6,355 SQ.F T.6,355 SQ.FT.
PROPOSED IMPERVIOUS (NEW): 1240 SQ.F T.1240 SQ.F T.
PROPOSED IMPERVIOUS REMOVED: 582 SQ.FT.
TOTAL PROPOSED IMPERVIOUS: 7,013 SQ.FT.
PROPOSED LOT COVERAGE:12.77%12.77%
PROPERTY
SETBACK
CONTOUR
FENCE
SEWER
POWER
WATER
GAS
DRAIN
N
P / L
P / L
P / L
P / L
P / L
P / L
P / L
P / L
P / L P / L
P / L P / L
s s
s
S / WS / W S / W S / W S / W S / W S / W
W
M
wv
F
H
GM
W / L
S / W
S / W
S / W
82.36'
143.31'
142.01'
6'-6"
30'
120'-5 1/4"15'
11x17 Scale: 1" = 40'
22x34 Scale: 1" = 20'
1023059365
A-21
A-20
A-19
A-18
A-12
A-11
A-10
A-8
A-7
A-6
A-4
A-3
A-1
A-2
A-14
12" COR. PVC
IE=422.86
FOUND REBAR & CAP
0.08'E & 0.31'N OF PROP
COR.
LS BVP 17676
FOUND REBAR NO CAP
0.17'W & 0.07'N OF PROP
COR.
DP-1
S H E D
S H E D
LOWER
DECK
UPPER
DECK
GRAVEL
GRAVEL
ROCK WALL
TYP.
ECO
BLOCKPLANTERS
WOOD
FENCE
WOOD FENCE
0.10'IN
WOOD FENCE
1.03'IN
WOOD
FENCE
3.19'OUT
A S P H A L T
CONC.
A-13
1259414.785 A-14
1258413.997 WMA-2R
1255414.283 A-21
1254414.501 A-20
1253414.170 A-18
1252414.649 A-19
1246413.796 WMA-4L
1245414.086 WMA-3L
1244415.134 A-17
1243414.508 WMA-2L
5010.000 C
500C
1209416.459 DP-2
1208413.901 A-13
1207413.508 A-12
ULP-
WPNT
419.466 FH-
1006
421.850 SSMH
1000
1821414.231 A-2
1820414.727 A-3
1819414.285 A-4
200
412.723 BARF
1799452.625 WDF END
1798451.428 WDF
1797444.191 WDF
1794438.940 TPOST
1793442.747 WDF-
SET LINE
STAKE
1704441.374 WDF-
SET LINE
STAKE
1550414.553 A-6
1549413.993 A-7
1548414.678 A-8
1547415.320 A-9
1546413.772 A-10
1545414.381 A-11
201
453.409 RCF BVP 17676
429.283
1422428.868 TBW END1421428.676 BBW END
1420426.366 BBW BEG1416427.974 TBW BEG
1415431.475 TECO END
1414429.575 BECO END
1365425.913 BECO1364430.072 TECO
S0°05'38"W 299.27'
S88°16'19"E 183.43'
S0°04'06"W 299.28'
S88°16'19"E 1323.55'(M)
661.78'
420
4
3
0
4
3
0
4
4
0
4
1
8
422
4
2
4
424
4
2
6
426
428
428
4
3
2
432
4
3
4
4
3
4
4
3
6
4
3
6
438
4
3
8
4
3
8
4
4
2
4
4
4
4
2
2
422
4
2
4
424
426 426
1323.55'
S0°04'06"W
30.01'
S0°05'38"W
30.01'
Existing
Residence
Proposed ADU
968 sq ft
1175 sq ft
Including
Overhang
Proposed
Concrete
Apron 140 sq ft
Portion of Shop o/
Existing Impervious
656 sq ft
WETLAND A
FLAGS A-1 - A-21
5 1 7
1 0 4
Second Driveway
to be removed
and seeded
Flowering Shrubs
and Ground Cover
for Screening
Downspout w/
Splash Blocks
50' Vegetative
Flow Path
Proposed 6"
Sewer Cleanout
4' 6" From DADU
Sewer Flow Direction
WM
COCO
Proposed 6"
Sewer Cleanout
COCO
Proposed 6"
Sewer Cleanout
COCO
10'
194'
COCO
Scale Zoomed by 2x
1 9 4 ' 3 1 /8 "
10' Vertical distance from House Sewer Connection to Street Sewer
÷194' Pipe Length From House to Street Sewer
0.052 = 5.2% Slope
5 .2 % S l o p e
Proposed 6"
Sewer Cleanout
NE 10TH STREET
Proposed
Sewer Line
SSMH 29
STD MH, 48"
STA 11+86, 1.5' RT
RIM 421.00
10" IE 411.25 (IN)
10" IE 411.15 (OUT)
CB 42
Type 11, 60"
STA 12+18
10.58' LT (CTR GRT)
12.00' LT (CTR STR)
RIM 421.3±
12" IE 415.50
24" IE 413.09
36" IE 413.65
Existing Second
Driveway To be
Removed and Re-
seeded 1370 sq ft
SSMH 28
STD MH, 48"
STA 13+23, 5' RT
RIM 422.75
10" IE 411.71 (IN)
10" IE 411.31 (OUT)
Rim At or Above
Ground Surface.
Invert Elevation 2' 6"
to 3' Below Grade.
House Sewer
Connection
I.E. at 421
1
Site Plan
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