APPROVED ENG PLN RESUB2 BLD2022-0533+Site_Plan+7.11.2022_3.47.04_PM+2981992SINGLE FAMILY RESIDENCE ADDITION
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PHILIP & TAMMY LESSLEY
22629 96TH AVENUE WEST EDMONDS, WASHINGTON 98020
ARCHITECTURAL DESIGN
by
LUXE STIJL DESIGN LLC
343-B NORTH 105TH STREET SEATTLE, WASHINGTON 98103
TELEPHONE 206.619.6097 FACSIMILE 206.905.0985
STRUCTURAL ENGINEERING
by
SWENSON SAY FAGET INC.
2124 THIRD AVENUE, SUITE 100, SEATTLE, WASHINGTON 98121
TELEPHONE 206.443.6212
APPLICANT - PROJECT CONTACT:
ARCHITECTURAL DESIGN &
GENERAL CONTRACTOR: ANGELA WAHLQUIST - LUXE STIJL DESIGN
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FOOTPRINT=684 al:''•, 26" IRTORE AIN \
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208.551
ANGELA@LUXESTIJLDESIGN.COM
206.619.6097
STRUCTURAL ENGINEER:
GREG JUTTNER - SWENSON SAY FAGET
0
PARCEL#
HEIGHT CALCS:
STRUCTURAL LOT
IMPERVIOUS SURFACE CALCS:
GJUTTNER@SSFENGINEERS.COM
4'
00544300009700
A=+101
COVERAGE:
EXISTING BUILDING ROOF OUTLINE: 2,074
206.443.6212
B=+95
RESIDENCE: 1,612
ACCESSORY BUILDING ROOF OUTLINE: 1,075
STRUCTURAL:
PER INTERNATIONAL BUILDING CODE
o
17,148
C=+98
GARAGE: 380.5
SHED ROOF OUTLINE: 121
BUILDING CODE:
INTERNATIONAL RESIDENTIAL CODE (IRC) 2018
±SQ.FT.
D=+101
DECK: 270
EXISTING CONCRETE DRIVEWAY: 509
BUILDING CODE:
WASHINGTON STATE ENERGY CODE (SEC) 2018
0.39
ACCESSORY BUILDING: 684
EXISTING DECKS: 755
ACRE(S)
AVE GRADE=98.75
SHED: 105
EXISTING CONCRETE PATIOS: 1680
*NOTE: A PROPOSED ADU PROJECT FOR THIS SITE HAS BEEN SUBMITTED FOR
CB (TYPE 1)
ACTUAL=115
SHED DECK: 50
REVIEW UNDER A SEPARATE PERMIT
o IE 8" CONC=
MAXIMUM=123.75
TOTAL EXISTING: 6,214 (36%)
IE 12 " CONC=
TOTAL: 3,101.5 (18%)
FILTE2 SOCKS TO BE
(3,101.5/17,148)
PROPOSED GARAGE ROOF OUTLINE: 477.5
ZONING NOTES:
ADDED TO THIS AND
ANY CATCH BASIN
LOT AREA: 17,148 S.F.
PROPOSED DRIVEWAY INFILL: 40
DOWN STIREAM
PROPERTY ADDRESS:
22629 96TH AVENUE WEST EDMONDS, WA 98020
PER DETAIL 3
TOTAL PROPOSED ADDITIONAL: 517.5
s��TA l.o
PROPERTY OWNERS:
PHILLIP & TAMARA LESSLEY
1 SITE PLAN
DECKS TO BE REMOVED: 290
LEGAL DESCRIPTION:
SECTION 25 TOWNSHIP 27 RANGE 3 QUARTER SE
PINECREST BLK 000 D-00 - TR 97
A-1.SCALE: I" =
10'
CONCRETE PATIO TO BE REMOVED: 24
ASSESSOR PARCEL NO.:
00544300009700
TOTAL TO BE REMOVED: 314
GRAND TOTAL PROPOSED ADDITIONAL:
Applicant shall repair/replace all
517.5 - 314 = 203.5
DRAWING LIST
2- . 2- WOOD/STEEL
damage to utilities or frontage
improvements in City right-of-way
FILTER FABRIC SECURED
TO 2" n RI 14 CA ��
WI
WIRE FABRIC EQUAL
per city standards that is caused or
occurs during the permitted project.
TOTAL PROPOSED: 6,417.5 (37%)
LOT AREA: 17,148 S.F.
SHEET
TITLE
DATE
A-1.0
TITLE SHEET
07.11.22
A-1.0
SITE PLAN
07.11.22
A-1.1
HARDSCAPE PLANS EXISTING/PROPOSED
04.26.22
A-2.0
FOUNDATION & FRAMING PLAN
EXISTING/PROPOSED
04.26.22
A-2.0
ROOF FRAMING PLAN EXISTING/PROPOSED
04.26.22
A-2.1
LOWER FLOOR PLAN EXISTING/PROPOSED
04.26.22
A-2.1
WINDOW AND DOOR SCHEDULE
04.26.22
A-2.1
MAIN FLOOR EXISTING/DEMO
04.26.22
A-2.1
MAIN FLOOR PLAN PROPOSED
04.26.22
A-3.0
WEST ELEVATIONS EXISTING/PROPOSED
04.26.22
A-3.0
SOUTH ELEVATIONS EXISTING/PROPOSED
04.26.22
A-3.1
EAST ELEVATIONS EXISTING
04.26.22
A-3.1
NORTH ELEVATIONS EXISTING/PROPOSED
04.26.22
A-4.0
BUILDING SECTION
04.26.22
S 1.1
STRUCTURAL NOTES
12.14.21
S 1.2
STRUCTURAL NOTES
12.14.21
S2.1
STRUCTURAL FOUNDATION PLAN
12.14.21
S2.2
STRUCTURAL ROOF FRAMING PLAN
12.14.21
S3.1
STRUCTURAL CONCRETE DETAILS
12.14.21
S3.2
STRUCTURAL CONCRETE DETAILS
12.14.21
S4.1
STRUCTURAL WOOD FRAMING DETAILS
12.14.21
S4.2
STRUCTURAL WOOD FRAMING DETAILS
12.14.21
NATIVE BACMIL
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
Y x 2- WOOD/VrE&PKOSTS
fffWIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
Mo ERML 8- TO Ir
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
�sl 1g9� APPROVED BY: R. ENGUSH ER-900
2 \FILTER FENCE DETAIL
-1.01 SCALE: NTS
j(GRATE
FILTER SOCK WITH
OVER FLOW HOLES
C")
CATCH BASIN
NOTES:
`CATCH BASIN 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.
TEMPORARY
REVISION DATE
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
STANDARD
PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
sl 1g9"
ER-902
APPROVED BY: R. ENGUSH
3 1 FILTER SOCK DETAIL
-1.01 SCALE: NITS
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
ENGINEERING DIVISION
APPROVED AS NOTED
07/18/2022
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
Zone RS-g Corner
____:Flag
Setbacks:
Required
Proposed
Front W
25
----------,
: 25 ,
-
Sides N/S
7.5/7.5
;7-5+/7.5-
Rear E
15
----------
------------ ,
15
------------
Other
__________;
25
14.75
Height
I
I
I
28" FIR TO REMAIN I
\
TING ED
PRINT= OF
S.F.
_ IA A
4' ".FIR T REMAIN 8' FIR TO REN ' I
E 00
27'-7"
= CN
rn NM
FE COR 1.6' N
LOT SLOPE AT NORTH PROPERTY LINE AND OVER MAJORITY OF LOT: 2.5%
LITERAL OVERALL LOT SLOPE: 9%
TESC NOTES:
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER
2014 SWMMWW BMP T.5.13.
PROPERTY LINE
REAR
32"
23'-8%" /
ANY STOCKPILE OF SOILS TO BE COVERED WITHIN 24 HOURS.
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS,
CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES
THAT MAY BE REQUIRED DURING CONSTRUCTION.
LEGEND
PROPERTY LINE
CONTOUR LINE
SETBACK / EASEMENT
NEW CONSTRUCTION
PO POWER METER
00 GAS METER
wo WATER METER
APPROVED BY PLANNING
Jul 14 2022
_P-POWER (OVERHEAD)
G GAS LINE
w WATER LINE
SD STORM DRAIN LINE
SIDE SEWER LINE
FIRE HYDRANT
sig TYPEO TREE
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RESUB
BLD2022-0533 Jul 12 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT