APPROVED ENG PLN RESUB3 BLD2024-0349+Site_Plan+8.15.2024_10.06.58_AM+4442451SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
FIRE HYDRANT
& WATER VALVE
EXG WATER METER & WV
PRIVATE ACCESS & UTILITY EASEMENT —_-----_ - - - - - SERVICE TO REMAIN 010 /
A=# 201905220119 & 2019052201, 8'
EXG 8"PVC SEWER
��'� EXG DRIVEWAY TO E
308—
�6 USED AS CONSTRUCTION SS
304 / o ENTRANCE SS M-M-
SSMH RIM-300.47
INV. 8 PVC(E)=261.53 / ;'� i EX'G GAS t �o SS MGM M
CVV. 8"PVC(W)=281.43 / ! i CONNECTIONI MGM- 311.75'
S
S °56'3 IVY
S__� 13�83 7 3 r2
SS M•9 % SAW CUT EX'G
DRIVEWAY SURFAC ! $ 312
REMOVE EX'G
C.Os DRIVEWAY. REPLACE ! _
W/LANDSCAPING ---- ------ --- -----
` Y\ EX'G DRIVEWAY ;
% EXG DRIVEWAY TO-E
EXG 8"D I WATERU N E ;' �� TO REMAIN I 3 3�1___� USED AS CONSTRI:tION
ENTRANCE
EX1316" PVC SIbE 1�\ I
SEWOR TO REMAIN NEW DRIVEWAY
_ X G �r I I I
IF ANY PORTION OF THE SIDE
SEWER NEEDS TO BE
RELOCATED A SIDE SEWER
PERMIT SHALL BE REQUIRED
EXISTING c
ICRETE PATIO
A: 09.76'
� I
I V�
I
.96
EX' U II
EYISTING I `
COVERED PATIO. II
NEW ROOF OVER i
COVERED PATIO ' I I•
302 ADDITION
NEW C • NCRETE',
PA�10
10.53 I
I
SILT FENCE ALONG ` I
DOWNHILL SIDE D=
WORK AREA. SEE ' EX'G
NOTES & DTLS 306,96'�
;
300
(\111
-
298
296
294
292'
290
288
286
EXG 3 CAR GARAGE
COVERED PATIO
DDITION OVER EX'G
CONCRETE PATIO
EXG 2 STORY
RESIDENCE
FF = 308.00'
OVERED PATIO
ADDITION
I\'R'G UNDERGROUND
I \ POWER, PHONE,
-� CABLETO REMAIN
REMOVE EX'Gpoo
WALKWAY 65gV
EXG LANDSCAPI
I3
I i I, \
IEXG DRIVEWAY
i ��
E G \ z
WAL WAY \
.1 I
N 1
/ PORCH
ADDITION OVER �J \
I EX'G WALKWAY �l
OWNER'S INFORMATION
DUANE & DEANNE LANDSVERK
1951194TH PL W
EDMONDS, WA 98026
C 17r' Ar%r-,r)rCC'
EDMONDS, WA 98026
TAX PARCEL NUMBER
0043L600005805
SILT FENCE
EROSION & CONTROL MEASURES SHALL BE PUT IN
PLACE AS NEEDED TO COMPLETE
THE PROJECT.
GRADE PERMIT IS CLOSED OUT INSTALL A SILT FENCE
ON THE DOWNHILL SIDE OF DISTURBANCE &
ADJACENT TO ANY WATER EROSION/SDIL CONTROL
MEASURES, MAINTAIN THRDUGHOUTTHE
CONSTRUCTION. PROVIDE POSITIVE DRAINAGE FROM
STRUCTURE. SEE STANDARD DTL ER-900 ON PAGE 2.1
CATCH BASIN PROTECTION
INSTALL FILTER SOCKS PER STANDARD DTL ER-902 ON
1.2 —IPAGE;!I IN ALL CATCH BASINS DOWNSTREAM OF
CONSTRUCTION SITE.
AMENDED SOILS
ALL DISTURBED AREAS TO PE COMPOST AMENDED
PER 2014SWMMWW BMP1.5.13
TESC GENERAL NOTES
INSTALLAND MAINTAIN ALLTESC MEASURES
ACCORDING TO THE APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS, AND ALL OTHER
MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
312
J --- ' - - -- --- - - ------ 310
EX'G - 308
C: 311.74' - .------------ �---•- - - 306
-. -
��\ - - - - 304
------------------ \------------------------------------ 302
NO LAND DISTURBING `
ACTIVITIES SHALL OCCUR IX"
WITHIN 50' OF TOP OF
�gR fig" lap 119 '00 o" P, I'll L69 760 1bh 'L6'1 Troll
7c59 T'b Wyk �gti vo
--- --- ------------ _ -- = = �"-298
------•--------------- • 296
- _'- __ - _ 294
-\ ---
N� _ - _
- - - - 292
Q��P _ - - - - ____ -_ 290
--_. - - - 288
--- -- - - 286
- ---- -- -- - . 284
LEGAL DESCRIPTION
THAT PORTION OF EDMONDS SEAVIEW TRACTS, ACCORDING TO
THE PLAT THEREOF, BEING A PORTION OF THE SOUTHEAST
QUARTER OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST,
W.M., RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF GOVERNMENT LOT
4, ALSO BEING THE SOUTHEAST QUARTER OF SECTION 13,
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.; THENCE NORTH
00°18'06" EAST ALONG THE WEST LINE 0- SAID GOVERNMENT LOT
4 AND THE EAST LINE OF SAID SECTION 13, A DISTANCE OF 127.55
FEET TO A POINT ON THE NORTHERLY MARGIN OF BRACKETT
LANDING ROAD AND A POINT ON A CURVE TO THE LEFT HAVING A
RADIUS OF 389.26 FEET, RADIAL LINE THROUGH SAID POINT BEARS
NORTH 15°43'19" EAST; THENCE ALONG NORTHERLY MARGIN OF
SAID BRACKET LANDING ROAD AND THE ARC OF SAID CURVE
PASSING THROUGH A CENTRAL ANGLE OF 27°07'15" AN ARC
DISTANCE OF 184.25 FEETTO-HE TRUE FOINT OF BEGINNING;
THENCE CONTINUING ALONG SAID NORTHERLY MARGIN AND THE
ARC OF SAID CURVE PASSING THROUGH A CENTRALANGLE OF
18°27'56" AN ARC DISTANCE OF 125.45 FEET; THENCE NORTH
35°14"34" WEST 116.96 FEET; THENCE NORTH 06°54'56" WEST 145
FEET; THENCE NOR-H 83°56'37" EAST 130.84 FEET; -HENCE SOUTH
18°56'49" EAST 220.81 FEET TO THE TRUE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
HEIGHT RESTRICTION CALCS
A: 309.76'
B: 313.19'
C: 311.74'
D: 306.96'
1241.65' / 4 = 310.41' AVE GRADE
MAX ALLOWED HT.335.41'
NO ADDITIONAL HTADD ED TO STRUCTUFE
EXISTING FOOTPRINT NOT EXPANDED.
ORIGINAL SMALLEST RECTANGLE FROM
PERMITTED STRUCTURE TO REMAIN AS IS.
CUT & FILL
NO CUT & FILL. MINIMAL GRADING TO
REMOVE EXISTING DRIVEWAY & BUILD NEW
DRIVEWAY
GENERAL UTILITY NOTES
ALL EXISTING UTILITY CONNECTIONS TO REMAIN AS IS.
NO CHANGES TO EXISTING SIDE SEWER, WATER,
POWER, GAS, ETC.
1 EV READY PARKING SPACE
REQUIRED PER ECDC 17.115
DRAINAGE
ALL NEW OR ALTERED ROOF DRAINS SHALL BE CONNECTED
TO EXISTING DRAINAGE INFRASTRUCTURE OF SITE,
INCREASED ROOF AREA IS MINIMAL & WILL HAVE NO
ADVERSE IMPACT TO EXISTING DRAINAGE FACILITIES.
SEE PAGE 3 (REFERENCE
LOT COVERAGE CALCS SHEET) FOR STORMWATER
33,568 sQFT. TOTAL LOT AREA LOCATION INSTALLED UNDER
141 SQ, FT. ACCESS EASE iVENT
BLD2000-0369 FOR THE NEW
33,427 SQ, FT. NET LOT AREA SFR.
4776 SQ. FT. BUILDING AREA
33,427 SQ. FT. NET LOT AREA
14.29% LOT COVERAGE
IMPERVIOUS CALCS- NEW
-14 ROOF @ BACK ENTRY - REMOVED
-7 ROOF @ FIREPLACE - REMOVED
-78 WALKWAY @ BACK ENTRY - REMOVED
99 EXG IMPERVIOUS REMOVED
NO CREDIT FOR REMOVING EXISTING
IMPERVIOUS SURFACES
TOTAL NEW/REPLACED IMPERVIOUS SURFACES
804 SQFT
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
DATUM POINT:
Nothing in the permit approval process shall be
_ - - " _ __ __ __ 282 interpreted as allowing or permitting the maintenance
- - " -- —__-\ ---- ------ - of any currently existing illegal, nonconforming or
_ __ - - _____--280 APPROVED FOR CONSTRUCTION unpermitted building, structure or site condition which
- - - ` ---` 278 CITY OF EDMONDS is outside the scope of the permit application, regardless
ENGINEERING DIVISION
276 DATE ooPo"""'
nc "'T"' of whether such building, structure or condition is
274 �C/� t�f/4'rw&1t 09/04/2024 shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
272 CRY ENGINEERING DIVISION
enforcement action.
/ OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR IS RESPONSIBLE FOR ��OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
EROSION CONTROL AND DRAINAGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
RP
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
270
268 ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
266 EDMONDS STANDARD DETAIL SD-642 OR
264 APPROVED EQUAL.
262
260
258
256
254
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
NORTH
SCALE: 1' = 20.0'
10 5 0 10 20
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.
............................................... %
REVIEWED
BY
CITY OF EDMONDS E
;,BUILDING DEPARTMENT
•............................................
RIM: 300.47
SAN. SEWERMANHOLEIN
PRIVATE ROAD OFF NORTHWEST
CORNER OF SITE
APPROVED BY PLANNING
Aug
RS-12
N N
Zone
Corner
Flag
Setbacks:
Required
Actual
Front
25'_
25
Sid
10
exist_ E
Rear
259
exist.
Other
Height
25
24.51
DATE
SITE PLAN
LANDSVERK RESIDENCE
1951194TH PLW
EDM0NDS,WA980i6
REVISIONRewsoN
dDRAWN
REVISION
BLD2024-0349
RESUB
Aug 15 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT