REV1 APPROVED ENG PLN BLD2024-0316+Site_Plan+7.19.2024_3.15.03_PM+4390184SITE PLAN
SCALE I - 10'
0' 10' 20' 30'
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTMOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS
/-WIRE MESH FENCE
To SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12'
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 CONSTRUCTIONALL EROSION CONTROL METHODS
�ACTIynY, BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
FSt. 1890 APPROVED BY: R. ENGLISH ER-900
25' MIN RADIUS
QUARRY SPALLS
�1 2-4 MIN DIA
J� 12" .IN DEPTH
_ a
15' MIN
PROVIDE FULL WIDTH
OF INGRESS/EGRESS
DETAIL NOTES:
1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
NOTES:
1. DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
11. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
S1ZE
MIN LENGTH OF (FEET)
QUARRY SPALLS+
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
• PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
\`st. 1890 APPROVED BY: R. ENGLISH ER-901
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
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.
may\
TEMPORARY
REVISION DATE
CITY OF EDMONDS
SEDIMENT TRAP
JANUARY 2018
r PUBLIC WORKS
FOR CATCH BASINS
STANDARD
DEPARTMENT
DETAIL
Fst, 1890
APPROVED BY: R. ENGLISH
ER-902
LOT COVERAGE
LOT AREA:
EXISTING HOUSE FOOTPRINT:
EXISTING SHED
PROPOSED NEW ENTRY PORCH:
PROPOSED NEW ADDITIONS:
TOTAL LOT COVERAGE:
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
REMOVE EXISTING
DRIVEWAY AND
REPLACE WITH
LANDSCAPING.
@ 447 S.F.
9533.6 SF
Revised 1239 SF
<6 sf.
82 SF
164 SF
Revised 1410 SF
<11 sf
Revised 2895 SF
30. 36%
IMPERVIOUS SURFACE COVERAGE
EXISTING HOUSE Revis ed
1439
SF
EXISTING BACK PATIO
6
F
EXISTING SHED
104
SF
EXISTING FRONT PATIO
407
SF
NEW ADDITION (INCL. ROOF)
1265
SF
NEW DRIVEWAY (CONCRETE)
305
SF
NEW DRIVEWAY IN R.O.W. (ASPHALT)
166
SF
NEW FRONT PORCH
31
SF
REPLACED AREA
229
SF
TOTAL AREA Revised
4581
SF
TOTAL NEW + REPLACED
1996
SF
INSPECTION REQUIRED
PRIOR TO BACK FILL
S89°46'34"E_ 102.42
BUILDING HEIGHT CALCULATIONS
CORNER POINT ELEVATIONS
POINT
'A' =
329.45'
POINT
'B' =
330.10 ,
POINT
'C' =
330.80'
POINT
'D' =
330.50'
1320.85'
AVERAGE GRADE: (1320.85 / 4) 330.2 1'
MAXIMUM HEIGHT ALLOWED (25'): 355.2 1'
ACTUAL HEIGHT (NEW ADDITION): 347.17'
D.P. AT CATCH BASIN IN ROAD
SET AT 324.37'
EDGE OF ASPHALT , O �/
CONST.ENTRANCE. o
SEDIMENT CONTROL / SEE DETAIL ER 90
AS NEEDED. SEE AREA OF
/
` FND MAG NAIL
CENTER OF
CUL-DE-SAC
SAW CUT EDGE OF
ROAD PRIOR TO PAVING
WATER METER
TO 21225
DETAIL ER 902 D TURBANCE.
EE SILT FENCE
324.50' S 8 9 °4 6 9 3 4 9 E 5 4 DETAIL ER 900 328 ad:aa °
a, 4 Q a.
- I NEW ASPHALT
� EXISTING CON E
W `� ORIGINAL W q� �//
DATUM PT. I �� W m GRADE W O� PATIO IN. a �. d .. a m DRIVEWAY
EX. CB OOO O / ,
RIM=324.37 NEWxT LANDSCAPE�IWAL OVERLAY ST IN R.O.W.
=30°0 0
'W �w�* * \11 w�� ONFXAT"PATIO a 331.20m @166S.F.
rn
tV
M M
O II
�i PORCH
Ln
2.21
I
0
3' 6 1 "w
EXISTING NO 3-CONFORMING N U)
IN SETBACK. NO EXTERIOR= � 4 w
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING CHANGES.
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY O
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
W WT
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
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.
ENGINEERING DIVISION
APPROVED AS NOTED
1t,1g(t{i•.au 07/24/2024
VV
APPROVED BaYG PLANNING
Jul 23'2024
Zone RS-8
Corner
Y N
Flag ---
Setbacks:
Required
Actual
Front
--- ------
25_
; 25' N
-:5'_w_--
--
7'--
.............
7.5'E
Sides
1fi5 8-
Rear
' --------
-------------
' --- -----
---_----
Other
-----------'
25'
17'
Height
-- ----'
-------------
Nothing 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.
i
32
CN
Moved entry porch to
West approx. 2.5'
EXISTING
RESIDENCE
EXISfIING
PATIO TO
REMAIN
J
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00
1I
04 1
PIROPOSED
24" DIA. x 48" DP.1 DRYWELL
FOR FOOTING DRAINS.
I
DEC e O
NEW DRIVEWAY
RELOCATE
SS CLEA UT AND a 1L �
LINE. N .44.' < . @ 305 S.F.
I
0
r a ,
\ a '.4 a I
\ _ A O I
. a
e I
�7.
NEW
ENTRY
@ 31 S.F.
Removed fireplace box
and oable roof: < 11 sf.
AREA OF
DISTURBA
10.70'
11 � fur I►-•• -
FOOTINC
DRAIN
� SOCK
SPLASH
S89 °46'34"E
NEW ADDITION INCL. ROOF
II z @ 141 S.F.
IJ Oo HEAT PUMP.
V 0(J-1 <36" HIGH WHEN IN SETBACK.
HREPLACED AREA INCL. ROOF
: (EXISTING HOUSE
11111111I
TO GARAGE) @ 229 S.F.
II ��o
-�
NEW ADDITION (INCL. ROOF)
@ 1124 S.F.
II I
II I AREA OF
DISTURBANCE
.
PON,
I��I�A�i
P� 10.00
6'�
7.5 B.S.B.L.
335.70'
N I
GUTTERS/DOWNSPOUTS SHALL
DRAIN TO SPLASHBLOCKS
PROJECT DATA
PROPERTY OWNER/APPLICANTS:
STEVEN & JENNIFER MACHUGA
21227 96TH AVENUE WEST
EDMONDS, WA 98020
PH. (206) 265-2562
PROJECT DESIGNER:
TOM LEREN,
THE LEREN COMPANY INC.
PO BOX 12863
MILL CREEK, WA 98082
(206) 954-4145
tom@lerendesign.com
SITE DATA
SITE ADDRESS: 21227 96TH AVENUE WEST
PARCEL NUMBER: 00528100000600
TOTAL LOT AREA: 9,533.6 SF
ZONING: RS-8
BUILDING SETBACK LINES (BSBL):
STREET: 25 FEET
SIDE: 7.5'
REAR: 7.5
MAXIMUM BUILDING HEIGHT: 25'
MAXIMUM COVERAGE: 35 PERCENT
LEGAL DESCRIPTION
LOT 6 OF R.C. MUNGER ADDITION NO. 51 AS
PER PLAT RECORDED IN VOLUME 16 OF PLATS,
PAGE 86, RECORDS OF SNOHOMISH COUNTY
AUDITOR,
SITUATE IN THE COUNTY OF SNOHOMISH,
STATE OF WASHINGTON.
SCOPE OF PORK:
ADDITION AND REMODEL TO EXISTING SINGLE
FAMILY RESIDENCE. RELOCATE DRIVEWAY FOR
NEW GARAGE LOCATION.
MISCELLANEOUS NOTES
All disturbed areas to be compost amended
per 2019 SWMMWW BMP T.5.13.
ALL BUILDING SETBACKS, HEIGHTS, AND
BUILDING LOCATIONS TO BE FIELD VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION TO
ENSURE COMPLIANCE WITH CITY ZONING AND
MUNICIPAL CODES. REVIEW ANY AND ALL
APPROVAL COMMENTS FROM CITY PRIOR TO
START OF WORK.
CONSTRUCTION SEQUENCE NOTES
1.SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING
DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS
REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION
ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION
CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY
CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL
PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT
VEGETATION IS ESTABLISHED.
6.DEMOLISH EXISTING STRUCTURES
TROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
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REVISION
Jul 19 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0316
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PROJECT NO.
231 101
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
TL
PERMIT SET
SHEET NO.
Alml
PRINT DATE 7/19/2024 10:36 AM