APPROVED ENG BLD PLN BLD2024-0183 SITE _Plan+2.1.2024_10.15.14_AM+4033783Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
PROPERTY LINE
PROPERTY LINES ARE INACCURATE AND
LOCATIONS OF EASEMENTS ARE NOT
SHOWN. SEE ATTACHED DOCUMENT
SHOWING RECORDED PROPERTY LINES
AND EASEMENTS PER LOT LINE
ADJUSTMENT PLN2020-0031.
S
PROPOSED
STRUCTURE
S
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°17.8'
>-------' - b
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°
3',
° SIDEWALK
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EXISTING/ `�
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47
HOUSE 1
"%URFACE WATER RUNOFF
_
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°
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FROM THE CONCRETE
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°
PATIO SHALL NOT
NEGATIVELY IMPACT
NEIGHBORING
PROPERTIES, CITY
°°
INFRASTUCTURE,
° °°
SLOPES, ETC.
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K
IL
, SE/ERLINE
e+
PROPERTY LINE
CITY STORMMAIN
AND EASEMENT
ALSO EXIST ON
THIS SITE.
70'
LOT COVERAGE CALCULATIONS:
TOTAL LOT AREA = 70,131 SQ.FT.
EXISTING HOUSE = 4,372 SQ.FT
PROPOSED STRUCTURE = 437 SQ.FT
TOTAL LOT COVERAGE: SQ.FT.= 4,809 = 6.85%
IMPERVIOUS AREA CALCULATIONS:
EXISTING HOUSE = 4,372 SQ.FT
PROPOSED STRUCTURE = 437 SQ.FT
EXISTING DRIVEWAY, PATIO & SIDEWALKS = 12,506
TOTAL LOT AREA = 70,131 SQ.FT.
TOTAL IMPERVIOUS AREA = 17,315 SQ.FT = 24.68%
TOTAL FLOOR AREA = 4,809 SQ.FT
FLOOR AREA RATIO (FAR):6.85%
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.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
41
° DRIVEWAY
Gq
GAS LINE
G
S 1
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
W : The following documentation shall be available on
site for the building inspector:
\ WATER LINE
® COE APPROVED ARCHITECTURAL PLAN SET
■
❑ COE APPROVED STRUCTURAL PLAN SET ■
W : [-]COE REVIEWED CALCULATION PACKET
❑ ENERGY CREDIT WORKSHEET
� [-]SITE PLAN �
❑ CIVIL PLAN
�® Site Plan
■❑
L . . . . . . . . . : IT_Y OF_EDMONDS BUILDING DEPARTMENT 2021 . . . - .
. APPROVED BY//PLANNING
Mar 08 2024
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
RS-20
Zone ---------= Corner
_;Flag _
Setbacks: Required
Actual
Front
35' &
; 19', 58'
Sides 10'
______
Rear
Other
25
11'
Height
G
190'
>z
F-
U
a.
a.
a
r
W-
ALL WORK SUBJECT APPROVED
TO FIELD PLANS MUST BE
INSPECTION FOR ON JOB SITE
CODE COMPLIANCE
City Of Edmonds
Building Department
---- --------------------
Work PERGOLA
---------------------------- - - - - - - - - - - - -
Address
17802 TALBOT RD
----------------------------------
Owner
Approved Date 2/22/2024
Building Official � W. li o�iiarc
Permit Number;----------------------------------
gLD2024-0183
M
NO
W
W
G
*NOTE: FOR THE SCALE TO
BE CORRECT SHEET MUST
BE PRINTED ON 11" x 17"*
ENGINEERING DIVISION
APPROVED AS NOTED
L`�� 03/14/2024
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 REQUIRE
PER CITY CODES AND STANDARDS
NOTES:
SITE PLAN
I ADDRESS:
G 17802 TALBOT RD
EDMONDS, WA 98026
PARCEL ID: 00594400003702
LOT AREA: 1.61 ACRES
PLOT SIZE: 11" X 17"
DRAWING SCALE: 1"=40'
RECEIVED
Feb 12 2024
N CI 'IF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0183
FOUND REBAR & CAP HOUSE
"L5A 22969" *17720
ON LINE 0.10 W. OF CA.LC /
(05/2019)
N70o3g'/ DRAINAGE &
S1,W 197,64' / INSPECTION
/ EASEMENT
Sp, PA;Z^ rm�. 04 � AFN 201900060388
/ BEFORE BLA.: 20,014 5F
�A.FTER BLA: 25,915 5F
/ SO,
ti
0 J
/ O�' / GOJ 20,�0 O=�� ry0
RA15ED PLANTER /
9' N62°42'12-W
1QI �►. �� 260.35 (OLOT LjW) /
SET AT TOP 7LI AP-W LOT S
OF BLUFF ) � s -
�� 5' UTILITY EASEMENT - — —
��� ham. AFN 2127168 11.0'
O \ X 6' C1•
BEFORE BLA: 75,034 SF
V
0
uJ
C)
u�
0
0
z
LOT 13
VISTA DEL MAR
AF# 200010195002
10' UTILITY EASEMENT 4' FENCE -- i
AFN 2095949 GATE +
\ AFTER BLA:
69,933
.-
\
HOUSE
\
\
#17002
\
10' UTILITY EASEMENT
AFN 2069490 & SUPERCEDINQ
UPDATE TO BE RECORDED \
---------------_
------------/
OUSE
1774E
LANDCAPE
PLANTER
I
I
N90°00'00"W 459.70'
SITE i)4T4 eUR\/EY RV:ERENCEe
SITE ADDRESSES: 17740 TAL130T 20. EDMONDS, WA. 90026 L5A - RECORD OF SURVEY AFN 201004135005
17002 TALBOT RD. EDMONDS, WA. 90026
TALBOT PARK, VOL. 12, PQ. 107, AFN 005320, DATED JULY, 1940
TAX ACCOUNT NUMBERS: 005944-000-036-02
005944-000-037-02 MOUNT BAKER SEAVUE ESTATES VOL 32, PG 69-70, DATED FEBRUARY, 1971
CURRENT ZONING: 25-20 RECORD OF SURVEY AFN 0902275002
CURRENT LAND U5E5: SINGLE-FAMILY RESIDENTIAL
QRO55 SITE AREA: 95,040 5F (2.20 ACRES) RECORD OF SURVEY AFN 0511045001
VISTA DEL MAR, AFN 200010195002
L-SGENC� FOR REFERENCE ONLY
® FOUND MONUMENT, AS NOTED
• SET 24" X 1/2" REBAR WITH CAP STAMPED "ASPI 30014'
O FOUND IRON PIPE OR REBAR AND CAP (RBC), AS NOTED
AFN AUDITOR'S FILE NO.
(C) CALCULATED
(M) MEASURED
P.O.B. POINT OF BEQINNINQ
(R) RADIAL BEARING
AF # 2V;�o 1;o9 Sao l
N05°29'21'W BETWEEN SURVEY MONUMENTS FOUND ALONQ
TALBOT ROAD AS SHOWN PER REFERENCED RECORD OF
SURVEY AFN 201004135005.
LINE
BEARING
DISTANCE
L1
N82'42'12"W
158.33'
L2
N00'59'35"E
15.75'
L3
N88'43'49" W
55.57'
L4
N50'27'28"W
11.57'
L5
N01'21'05"E
31.90'
L6
N88'38'55"W
81.08,
L7
N01'21'05"E
44.45'
005944-000-036-01
GARAGE
4' FENCE QATE
30 15 0 30
SCALE: 1"=30'
z CNA1 N �� FOUND REBAR & CAP
o FOUND REBAR & CAP 0"� �r0 �� 'L5A 22969"
ID
'RMA L5 7092' �' 0� P� (D5/2019)
f% 0 0.1' S. X 0.1' W -j pL� p G 190.0 p, _
(05/2019) 2'
OL• FOUND MONUMENT IN CASE
o CONC MON W/2" BRASS DOME & 'X" -
+/- 0.6' BELOW SURFACE
f ' 005944-000-036-03 HELD FOR PO51TION
r —1 VISITED 05/2019
HOUSE 20' INGRESS, EGRESS AND
UTILITIES EASEMENT
#17742 AFN E3009060260 v.
- FOUND REBAR/CAP
. ...... . . ......
—_
"RMA L5 4561' co
_.._w .1' W OF CALC
6
- W (2) 170.00,
42.4T o
' CH IN LINK
5' UTILITY EASEMENT
AFN 2123412 127'
.53
I�
3.5' TO BE 3
REMOVED 2
NtW LOT
—7 L6
LOT 37
TALBOT PARK
VOL, 12, PG, 107
I
I
I
I
10' UTILITY EASEMENT
AFN 2127160
L---------------
1
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i
ol
ce) N
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CY4J
BRICK
WALL
BRICK
WALL
CORNER
0.0' W & 0.4' S OF FENCE CORNER
--3
-4 -` I
005944—•000-033-02
I z I
0
N �
r
EQUIPMENT: 3' OR LE55 TOTAL STATION AND/OR QN55 NETWORK ROVER
METHOD: FIELD TRAVERSE AND/OR WASHINGTON STATE REFERENCE NETWORK GN55
� o
THE CLOSURES OF THIS FIELD TRAVERSE CONDUCTED DURING THIS SURVEY MEET OR p
EXCEED THE MINIMUM CLOSURE STANDARDS STATED IN WAC 332-130-090. ' o
THE FIELD TRAVERSES USED IN THIS SURVEY MEET OR EXCEED THOSE STANDARDS j0
CONTAINED IN WAC 332-130-090. THE SET AND LOCATED BOUNDARY MONUMENT
POSITIONS MEET OR EXCEED THOSE STANDARDS CONTAINED IN WAC 332-130-005. CA
THE INFORMATION SHOWN ON TH15 MAP REPRESENTS THE RESULTS OF A. SURVEY MADE
ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED A5 THE GENERAL EXISTINQ 1
CONDITION AT THAT TIME.
THIS PLAN SHEET WAS ADDED TO SHOW
ACCURATE PROPERTY LINES AND EASEMENTS FOUND MONUMENT IN CASE
1-3/4" IRON PIPE W/LEAD PLUG & TACK
NEAR POINT OF CURVATURE. HELD FOR ALIQNMENT \
VISITED 05/2019
i
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f#
6' CHAIN LINK