APPROVED PLN RESUB 2-BLD2023-1663+Site_Plan+3.14.2024_4.35.27_PM+4134664E
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SCOPE OF WORK
CONVERSION OF EXISTING FRONT PORCH TO 318 SF OF NEW
CONDITIONED SPACE FOR KITCHEN EXPANSION. NEW DECK
AND DOORWAY. INTERIOR REMODEL AT EXISTING KITCHEN.
PROJECT ADDRESS
802 DRIFTWOOD LN, EDMONDS, WA 98020
LEGAL DESCRIPTION
TAX PARCEL NUMBER: 27031300303700
SEC 13 TWP 27 RGE 03RT 131) BEG SE COR GOVT LOT 4 TH N 138
.6FT TPB TH N71 *39 OOW 629FT TH SLY TO EST FENCE LN -PC
55566- TH ELYALG SD FENCE LN 401.42FT TH S 2FT TH E 198.70 FT
TH N 50FT TPB LESS BAAP 138.6FT N OFSE COR GOVT LT 4 TH
N71 *31 OOW 490FT TH SLY TO EST FENCE LN-PC55566- TH ELY
ALGFENCE LN TAP 198.70FT W OF E LN SD LOT TH S 2FT TH E
198.70FT TO SD E LN SD LOTTH N 50FT TPB
PLANNING NOTES
ZONING: RS-12
WATER: WATER DISTRICT
SEWER/SEPTIC: PRIVATE
LOT SIZE: 24,021 SF (0.55 ACRES)
NO CHANGE TO EXISTING CONTOURS
Minimum Minimum Minimum Minimum Minimum Maximum Minimum
Sub Maximum Maximum
Lot Area Lot Street Side Rear Coverage Parking
District Density' Height
(Sq. Ft.) Width Setback Setback Setback (%) Spaces2
RS-12 12.000 3.7 80, 25' 10, 25' 25' 35% 2
COVERAGE
NAME
AREA
GREENHOUSE
793.53
HOUSE
3,658.80
SHED
229.17
4,681.50 ft2
4682/24021=19% COVERAGE
TOTAL NEW + REPLACED IMPERVIOUS SURFACES =153 SF
(SEE (N) PAVEMENT)
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
:w
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
a PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
FSt. 18g� APPROVED BY: R. ENGLISH ER-902
PROJECT TEAM
PROPERTY OWNER: GENERAL CONTRACTOR:
(Bill) William R. Volpentest, Jr. N/A - PLEASE SEE
802 Driftwood Lane EXEMPTION FROM
Edmonds, WA 980202-2632 CONTRACTOR FORM 1
theyardbutlers@yahoo.com
Tel. 206.679.5296
ARCHITECT:
(Sean) John J. Hill, AIA
Studio PNW Architecture
176 160th PL SE
Bellevue, WA 98008
sean@studiopnw.com
Tel. 206.883.2100
STRUCTURAL ENGINEER:
BASRI BASRI, SE PE
B2 ENGINEERS
10600 Woodinville Drive
Bothell, WA 98011
basri@b2engineers.com
Tel.425.318.7047
BUILDING CODE INFORMATION
CONSTRUCTION TYPE: VB SPRINKLERS: NO
OCCUPANCY TYPE: RESIDENTIAL FIRE ALARM: NO
PROPERTY TYPE: R (SINGLE FAMILY)
APPLICABLE CODES: 2018 INTERNATIONAL RESIDENTIAL CODE*
2018 UNIFORM PLUMBING CODE
2018 WASHINGTON STATE ENERGY CODE
*(AS ADOPTED/AMENDED BY STATE OF WASHINGTON)
VICINITY MAP
VOLPENTEST PORCH,
CONVERSION
NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY.
ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE
LOCATED ON PRIVATE PROPERTY.
.........
1
\ .......
\ SSMH
\ 8 �/ Apr .....' . I RIM=60.38'
\ �.... SS. UNABLE TO MEASURE RIM IS DATUM POINT FOR
\ / 2., (FULL OF WATER) BUILDING HEIGHT
I - - - - - - CALCULATION
3
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
DRAWING LIST
AO.1
COVERSHEET - SITE PLAN
AO.2
GENERAL NOTES AND ENERGY NOTES
A0.3
EXISTING AND DEMOLITION PLANS
A1.1
FLOOR PLANS
A2.1
ELEVATIONS
A3.1
SECTION DRAWINGS
A4.1
ENLARGED DETAILS
A4.2
EZ TRIM SELECTIONS
A4.3
ENLARGED DETAILS
A5.1
ENLARGED KITCHEN PLAN AND ROOF PLAN
S-0
GENERAL NOTES AND SPECIFICATIONS
S-1
FRAMING PLANS
S-2
FRAMING PLAN
S-3
FRAMING DETAILS
SITE PLAN NOTES: Op
1) Filter socks will be added to any catch basins
downstream from the construction site. See City�D SS
Standard Detail ER-902. :* - i?w
All disturbed areas to be compost amended per I�0
022 SWMMWW BMP T.5.13.
3 Install and maintain all TESC measuresN \ APPROXIMATE LOCATION
/ E.
according to approved plans, City of Edmonds OF ELECTRIC LINE AND POLES EASEMENT, / :.: � •- ...
PLEASE SEE ATTACHED DOCUMENT
standard details, and all other measures that may I / IM J
be required during construction. E-55.00 3 6
0 ... SS ..... ..
/ 60 \::: .... OUTLET
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING / s;�.. .. IE-61.40' 12"GONG
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY IE=58.28' ONC Sig; .. INLET
UTILITIES MAY REQUIRE A SEPERATE PERMIT. I I
r S .. G 8'..SS IE=62.42' 1 2"GONG
/ IE59.03' 12"C
1 ` POWE11GHT(N)
POLE
(E) PAVEMENT , _ /
OWNER/CONTRACTOR IS RESPONSIBLE FOR T
I / 1-TRANS FATS4FR (E)
/ /
EROSION CONTROL AND DRAINAGE \ / / i 3-2' ISERS
2
O
f
0
Q Shell
P U g A =.
SITE
z
Caspers St
Brackett's THE BOWL
Landing OF EDMONDS
Shoreline
Sanctuary... P�
Edmonds KirggronF D
Pr,Y M
Edmonds Ferry Terminal
p Edmonds
PHOTO FROM WEST OF (E) PORCH
Main St
\ I // 1 �N; 2S ..
...\
\ / �) RFFT :
\ /
\ I
LAND CAPE
GRAVEL AREA
/
/
LJ CAPE
GRAVEL AREA
\ (N) WOOD/COMPOSITE
J
\ DECK AND STEPS, BOARDS
29 73'_�
RECOVERED 1/2" REBAR WITH 1/8" GAPS (PERVIOUS)
"l OVER (E) CONCRETE SLAB
EXI I
FLAG OL
�A 60.15'
& CAP 449", 0.3'EAST
OF CALCULATED LOCATION
c (E) CONCRETE
s
CI- / .
d
sza
0 / r (N) PAVEMENT
i
NO
IN T
/ 152.75 sq ft
1
COI`
40 LF OF (E) FENCE LOCATED IN -
-
RIGHT OF WAY
EXI
WATER
a
HC
/ LLJ w
0
30.9'
�
- �-�-N 2 7031
(N) ENCLOSED KITCHEN
'0
1
° 26,092
UNDER (E) ROOF
318sgft z
i
2
�
I .
\
(E) SEWER LI
{ SEE SEWER
(E) DRIVEWAY TO
Q
► ,\
REMAIN a
--_
a
/
(E) ROOF OVER PORCH = 'co
TO REMAIN (E) PART OF DRIVEWAY c�
/ �
SFTg .... 5...... ...
ACk
\
--\
/ I
..
3
v- 3
- 30.19' `
EXISTIPG
BASKETS L
YARD DRAIN
/ RIM=62.62'
HOIOP ... .
.... /
IE=60.77' 4"PVC(SE)
I
4'X6' HEDGE
.::::::
II
W► Y:.... ...
p 0.. . ...
�. us. ..
/ /
STORM SYSTEM
AREA OF
b ��.,`4 0)
/
TRUCTION
`'► �u. M: ici.
/
I �..
...
EXISTI NG..........
ING
DE
SPHALT.... I SPO,PT
....
3'X6' LAUREL HEDGE
CCU
FACE OF 2' TALL
)0303700
�T
CONCRETE WALL
3. F.
.
►
RECTANGLE FOR
I
BUILDING HEIGHT
[
CALCULATION
)TE
► ::::::::.
ON SHEET A1.1
........
►.........
\
2 ...
10
ado ► \ k
5.6'
a i
condition which is outside the scope of the permit application, (E) ROOF OVER PORCH I-� �� 21.98,
regardless of whether such building, structure or condition is LLI Y a a - 24.9
shown on the site plan or drawing. Such building, structure or TO REMAIN U a a3'
condition may be the subject of a separate enforcement action."
I r V)�
/C,,-
I lela a% I
67 LF OF (E) FENCE LOCATED IN O (0
RIGHT OF WAY (E) FENCE, TYPICAL / I
0
/ p 3' CHAIN LINk FENCE / / z M
/ / I 2.9' WEST-0 LINE
3 O I
P N86' 55' 05"4 1z MP
io_ / •� 10' SIDE YA D SETBACK
.......... 1 O 4' CHAIN LINE F-EALC:E °' / �'
0
1 .4' NORTH OF LINE / CHAIZInK-/- - - -
CO 0-0-0 / F NCE ON LINE/
_ \ 5' 5 "W \
EXIS.ING m' ►
GREEN OUSE
I
\ \ . . . i'
IN RIGHT OF WAY `� CONCRET€
d
180.5 sq ft °DRIVEwq I la a
- a.
4 d� d /
"Nothing in this permit approval process shall be interpreted as I D 60.93'
allowing or permitting the maintenance of any currently existing a I
illegal nonconforming or unpermitted building structure or site 12 2
C 62.28" �
AIP '
APPROXIMATE LOCATION
OF WATER PIPE EASEMENT
DATED 1922 - SEE ATTACHED
DOCUMENT
P I(o
4• I '
EXISTING
SHED
IN SET -BACK
EXISTING
GREENHOUSE
IN SET -BACK
AVERAGE GRADE CALCULATION
A= 60.15
B = 62.00
C = 62.28
D = 60.93
TOTAL = 245.36
AVG. GRADE = 245.36 / 4 = 61.34
MAXIMUM ALLOWABLE BUILDING HEIGHT = 86.34
PROPOSED BUILDING HEIGHT = 85.57
PERMIT AND OR SEWER REPAIR PERMIT
. N I 10 .24' 0. 1 ' N86. 55' 05"W _
3D VIEW FROM SOUTHWEST OF (N) ENLCOSED KITCHEN SDCB RECOVERED 1/2" REBAR 6' BOARD FENCE 3 .83'
RIM=58.82' / & CAP "WESTGRP LS 0.4' SOUTH OF LINE
IE=56.90' 12"CONC(S) ...... t / I I 30442", 0.1'WEST OF RECOVERED 1/2" REBAR
IE=56.85' 12"CONC(W) / CALCULATED LOCATION. I & CAP "WESTGRP LS
PROJECT BENCHMARK, 30442", 0.1'WEST OF
POWER POLE ELEV=61.67' NAVD88 I CALCULATED LOCATION
1-TRANSFORMER(S)
For Illustration purposes only, see scaled drawings
RS-12
Zone Corner �Y � Flag N
Setbacks: Required Actual
45'N
Front 25 34'W
Sides �_; 1o5'S
Rear
Other �C
Height 25�
1 -2 &l -4 RISERS)
Nothing in the permit approval process shall be
AVERAGE GRADE CALCULATION
A = 60.15
interpreted as allowing or permitting the maintenance
B = 62.00
II
ALL DISTURBED SOILS SHALL BE
of any currently existing illegal, nonconforming or
C = 62.28
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
unpermitted building, structure or site condition which
D = 60.93
APPROVED EQUAL.
is outside the scope of the permit application, regardless
N
of whether such building, structure or condition is
TOTAL = 245.36
AVG. GRADE = 245.36 / 4 = 61.34
...............................................'
shown on the site plan or drawing. Such building,
1
SITE PLAN REVIEWED
structure or condition may be the subject of a separate
MAXIMUM ALLOWABLE BUILDING HEIGHT = 86.34
A0.1
SCALE: 1" = 20! BY
enforcement action.
PROPOSED BUILDING HEIGHT = 85.57
= CITY OF EDMONDS
ENGINEERING DIVISION
BUILDING DEPARTMENT:
RES U B
APPROVED AS NOTED
APPROVED BY PLANNING
y,•'•'•,•'•'•,•'•'•,•'•'•,•'•'•,•'•'•,•'•'•,•'•• Mar 15 2024
BLD2023-1663
_r.� 03/20/2024
CITY OF EDMONDS
NO STORMWATER MANAGEMENT SYSTEM
DEVELOPMENT SERVICES
REQUIRED AT THIS TIME. IF NEW AND/OR
y�
DEPARTMENT
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
StudioPNW
A R C H I T E C T U R E
176160th PL SE
BELLEVUE WA 98008
sean@studiopnw.com
206-883-2100
B2 ENGINEERS
10600 Woodinville Drive
Bothell, WA 98011
basri@b2engineers.com
Tel.425.318.7047
12025 REGISTERED
ARCHITECT
JO N JOSEPH HILL
STATE OF WASHINGTON
VOLPENTEST
PORCH
CONVERSION
802 DRIFTWOOD LN,
EDMONDS, WA 98020
3/14/2024
PERMIT DRAWINGS
NO. I DATE I DESCRIPTION
* 12129/23 PERMIT DRAWINGS
1Q 02/21/24 REVISED PERMIT DRAWINGS
/2\ 03/14/24 SETBACKS ADDED TO SITE PLAN
PROJECT NO: Project No.
MODEL FILE:
240202 Volpentest PERMIT COMMENTS AC25.pin
DRAWN BY: S.H.
COPYRIGHT:
SHEET TITLE
COVERSHEET - SITE
PLAN
AOO 1