CANOD BLD2021-0869Applicant:
ALEXANDRA IMMEL
Property Owner:
DAVID M JENKINS
Critical Area File #:
CRA2020-0182
Permit Number:
BLD2021-0869
Site Location:
18914 94TH AVE W
Parcel Number:
00434600006403
Project Description:
JENKINS- REMODEL/ADDITION/DECK P&M INCL
Conditional Waiver. No critical area report is required for the project described above.
There will be no alteration of a critical area.
The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or 23.80.040.
The proposal is exempt pursuant to ECDC 23.40.230.
X Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and sediment control
plan in compliance with ECDC 18.30.
X Critical Area Report The project is within a critical area and/or critical area buffer and a report has been evaluated for
Required. compliance with applicable criteria. Geotechnical report consistent with the requirements of
ECDC 23.80.050 and address the criteria of ECDC 23.80.060 and 23.80.070 was reviewed and
approved with the application.
X Favorable Critical Area The proposed project as described above and as shown on the attached site plan meets or is
Decision exempt from the criteria in ECDC 23.40.160, Review Criteria, and complies with the applicable
provisions of the City of Edmonds critical area regulations. Any subsequent changes to the
proposal shall void this decision pending re -review of the proposal.
Conditions. Critical area specific condition(s) have been applied to the permit number referenced above.
See referenced permit number for specific condition(s).
X Notice on Title. Critical area notice on title recorded under AFN . 202108090239
Reviewer Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity boased on the requirements of
critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval
involved.
(E) 36" FIR TREE
\ (E) 20" FIR TREE
(E) 12" FIR TREE
F
(E) 40" FIR TREE �'
(E) CONC./BRICK PATH
_�E) BRICK PATH TF
R C.
T(l TAF
52. 3 sq ft
(E) 2" CHERRY 2�
/ TREE -
(E) CONC. PATIO /-
AND WALKWAYS I (E) BUILDING
480.87 sq ft
25-0" I FOOTPRINT
REAR SETBACK/ I I 1,669.04 sq ft
I
REE
(N) DECK ABOVE
I L
cn10
1� oCo
N N N N N N N i N
(E) 34" CHERRY
TREE A1.2 (N) DECK REPLACING
(E) ROOF
116.26 sq ft
(E) 4" DEC.TREE
193'
SITE PLAN
CCAI P- 1" = qn'
(E)
N SRO RTY LIN
<v
J(E) 36" CEDAR
TREE
(N) ADDITION 82.98 sq ft
(E) BUILDING ROOF OUTLINE
1,642.94 sq ft
(N) ROOF REPLACING PART
OF (E) ROOF 173.07 sq ft
LOT INFORMATION
OWNERS: DAVID AND MOLLY JENKINS
PARCEL: 00434600006403
ADDRESS: 18914 94TH AVE W , EDMONDS, WA 98020-2322
ZONING: RS-12
OCCUPANCY: R-3
LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000
D-03 - BEG SE COR TR 64 TH N00* 19 37E ALG ELN SD TR 11OFT
TH N89* 15 23W 50FT TH S 78*28 37W 63.92FT TH S65* 13 37W
84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH
S89* 15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB
PARCEL AREA: 0.41 ACRES
MAX LOT COVERAGE: 35% OF PARCEL AREA
MAX HEIGHT: 25'
SITE PLAN NOTES:
1. SEE ENLARGED SITE PLAN A1.2 FOR ALL BMP AND EROSION
CONTROL NOTES.
2. HEIGHT AND LOT COVERAGE CALCULATIONS SHOWN ON
' ENLARGED SITE PLAN A1.2.
i
3. CITY OF EDMONDS MAP SHOWS LARGE EXTEND OF
LANDSLIDE HAZARD AREA WITHIN THE WEST & NORTHWEST
PORTION OF THE PROPERTY. BASED UPON THE SURVEYOR'S
50'-0" DESIGNATED AREAS CONTAINING OVER 40% SLOPE, THERE ARE
c NO AREAS THAT FIT THE DESCRIPTION OF A LANDSLIDE HAZARD
AREA CONTAINING A 40% OR STEEPER SLOPE THAT EXCEEDS A
VERTICAL HEIGHT OF 10 FEET OVER A 25-FOOT HORIZONTAL
RUN.
(E) 36" FIR TREE 2(E)8'x16'
PARKING SPACES
(E) 18" FIR TREE 25-0"
STREET SETBACK \ I WATER METER IMPERVIOUS SURFACE:
(E) GARAGE
505.61 sq ft o
i
UNDERGROUND P4
T co N O
N
v (E) 36" CEDAR s
TREE o
(E) 36" CEDAR TREE
(E) 8" DECIDUOUS TF
(E) 2-8" DECIDUOUS'
(E) 24' DECIDUOUS
TREE
(E) RETAINING WALL
DATUM POINT FOR HEIGHT
I I
CALCULATIONS
TOP OF SS MANHOLE
J
SS___
CATCH BASIN, TYP.
APPROX. SEWER LINE
SLOCATION,
VERIFY
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POWER JUNCTION, TYP.
UTILITY POLE
0 10, 20' 40'
REMOVED:
SF
(E) PAVEMENT
52.38
(E) STOOP
28.50
80.88
EXISTING:
SF
(E) BUILDING ROOF OUTLINE
1,642.94
(E) GARAGE
505.61
(E) DRIVEWAY
1,387.15
(E) DECK
185.07
(E) STAIR AT (E) DECK
52.23
(E) WALKWAYS AND PATIOS
480.87
28.82
51.30
13.61
441.14
107.01
4, 895.75
REPLACED:
SF
(N) ROOF
173.07
(N) DECK (WAS ROOF)
116.26
(N) DECK (WAS PAVING)
118.48
407.81
NEW:
SF
(N) ADDITION 82.98+4.47=
87.45
(N) ROOF AT ENTRY
45.09
(N) STOOP
32.15
164.69
TOTAL NEW & REPLACED
IMPERVIOUS SURFACE:
572.50
SEE SHEET A1.2 FOR LOT COVERAGE AND HEIGHT
CALCULATIONS.
EXISTING CONSTRUCTION
NEW CONSTRUCTION
DRAIN ROCK
PAVING/WALKWAY
FENCE
SS SIDE SEWER
G - GAS LINE
TREE PROTECTIVE FENCING
-SF SILT FENCING
\�MEL RES/pF
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PRINT DATE:
ISSUE:
PRELIM. PRICING SET
PERMIT SET
6/22/21
DATE:
03.10.21
06.18.21
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DRAWN BY:
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REVIEWED BY:
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TREE & VEGETATION PROTECTION
TREE PROTECTION FENCINS
CANOPY DRIP LINE
DEFINES TREE &
VEGETATION
1. MUST BE INSTALLED PRIOR TO DEMOLITION
°ROTECTION AREA
OR GROUND DISTURBANCE
2. KEPT IN PLACE FOR THE DURATION
OF CONSTRUCTION
3. NO SOIL DISTURBANCE OR ACTIVITY
ALLOWED WITHIN FENCED AREA, SUCH
AS MATERIAL STORAGE/STOCKPILING,
PARKING, EXCAVATION, DUMPING, OR WASHING
4. MODIFICATIONS OF THESE REQUIREMENTS
BY APPROVAL OF DPD PLANNER ONLY
5. IF ROOTS GREATER THAN 2 INCH FOUND
I 114
OUTSIDE OF FENCING, PROTECT BY HAND
EXCAVATION AND, IF NECESSARY, CUT
ORANGE MESH OR
CLEANLY AND KEEP MOIST
CHAIN LINK FENCE
6. USE 3 INCHES OR DEEPER WOOD CHIP o z
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
VEGETATION PROTECTION
�}
1. MINIMIZE CONSTRUCTION ZONE
2. PROTECT VEGETATION OUTSIDE CONSTRUCTION
ZONE WITH FENCING AS SHOWN
TREE &VEGETATION FENCING AROUND
3. USE 3 INCHES OR DEEPER WOOD CHIP
ENTIRE DRIP LINE ON PERMIT SITE.
MULCH OUTSIDE FENCED AREAS TO
ALTERNATIVE TREE PROTECTION, IF APPROVED
PROTECT FEEDER ROOTS
BY DPD, AS SHOWN ON SITE PLAN
SILT FENCE
METAL FENCE POSTS
FILTER FABRIC MATERIAL 60" WIDE
ROLLS. USE STAPLES OR WIRE RINGS
TO ATTACH FABRIC TO WIRE MIRAFI
70OX OR PRE -APPROVED EQUAL
2" x 2" x 14GA WIRE FABRIC OR EQUAL
MAY BE REQ'D DEPENDING ON SITE
CONDITIONS
BURY BOTTOM OF FILTER MATERIAL IN
8" x 12" TRENCH
FILTER FABRIC MATERIAL
BACKFILL WITH NATIVE
SOIL MATERIAL OR
GRAVEL BACKFILL IN
TRENCH AND ON BOTH
SIDES OF FENCE FABRIC
ON THE SURFACE
NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN.
/
/ 8'41 /4"
(E) ROOF ABOVE
(E) FLOOR ABOVE
50.49 sq ft,
RELOCATED (E)DS ::::::::::
TIE (N)DS INTO (E)
/ TIGHTLINE SYSTEM --\\ ,
A= 249.5'
TYP. EAVE
RHANG,UNO
N N N N N
'_7 1IA"
ENLARGED SITE PLAN
SCALE: 1" = 10'
(E) ST IR
52.2 sq ft
13.61sgft
(E) SINGLE FAMILY
BUILDING FOOTPRINTNCE
-
1,669.04 sq /
ft i I
QS J
8914 94th Ave W.
Edmonds, WA 98020 I `li
Z/// 00434600006403
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(E) STOOP TO BE
REMOVED J
28.5 sq ft /��, r
(E) ROCKS, TYP.
(E) YARD LIGHT, TYP. O
(E) HOSE BIB /
(E) GAS METER
NEW BAY WINDOW ADDITION \
4.47 sq ft
(E) CONC. WALKWAY
441.14 sq ft
NEW ADDITION
82.98 sq ft
(N) CONC STOOP
32.15 sq ft
(N) ROOF ABOVE
45.25 sq ft
jI I l lu /
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M
o <v C= 263.5' �r NO WORK WITHIN TREE DRIP LINE,
N i N ETYP. SUGGESTED SILT FENCE
LOCATION. CONTRACTOR TO
RELOCATE IF NEEDED. N
(E) PAVERS W/ TRELLIS
15'-4" 5'-9114" 4'-11" 5'-1112"
52'-3" /
(E) CONC PAVEMENT TO
BE REMOVED
NO
4z -4-
ENLARGED SITE PLAN NOTES:
1. ALL TREE INFORMATION, ECA, IMPERVIOUS SURFACE
CALCULATION AND GENERAL SITE INFORMATION SHOWN ON SITE
PLAN Al. 1.
TEMPORARY EROSION & SEDIMENT CONTROL:
TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES (BMPS)
SHALL BE USED TO ACCOMPLISH THE FOLLOWING MINIMUM
REQUIREMENTS. ADDITIONAL BMPS ARE REQUIRED WHEN MINIMUM
CONTROLS ARE NOT SUFFICIENT TO PREVENT EROSION OR TRANSPORT
OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE.
1. LIMIT SITE DISTURBANCE BY USING:
- PROPOSED DEVELOPMENT AREAS SHOULD BE STRIPPED AND
CLEARED OF SURFACE VEGETATION, ORGANIC SOILS (TOPSOIL) AND
LOOSE SOILS.
- USE TREE AND VEGETATION PROTECTION - SEE DETAIL.
2. CONTROL SEDIMENTAND FLOWS ON SITE BY:
- STABILIZING THE CONSTRUCTION ENTRANCE
- USING SILT FENCING AROUND AREAS DISTURBED BY CONSTRUCTION
ACTIVITY - SEE DETAIL.
3. STABILIZE SOILS BY:
- EXPOSED SOILS THAT ARE SUBJECT TO EROSION SHOULD BE
COMPACTED AND COVERED WITH PLASTIC SHEETING.
- STOCKPILED SOILS SHOULD BE COVERED WITH PLASTIC SHEETING IF
WORK IS DONE DURING WET WEATHER IN ORDER TO MITIGATE OFF -SITE
SEDIMENTATION RISKS.
- MARK CLEARING LIMITS
- RETAIN TOP LAYER AND NATIVE VEGETATION
- ESTABLISH CONSTRUCTION ACCESS
- PROTECT DOWNSTREAM PROPERTIES AND RECEIVING WATERS
- PREVENT EROSION AND SEDIMENT TRANSPORT FROM THE SITE
- STABILIZE SOILS
- PROTECT SLOPES
- PROTECT STORM DRAINS
- STABILIZE CHANNELAND OUTLETS
- CONTROL POLLUTANTS
- CONTROL DEWATERING
- MAINTAIN AND INSPECT BMPS
- MINIMIZE OPEN TRENCHES
REFER TO GEO GROUP NORTHWEST'S GEOTECHNICAL REPORT DATED
JANUARY 15, 2021; SEE "SITE PREPARATION AND GENERAL EARTHWORK".
COMPLETE CONSTRUCTION STORMWATER CONTROL BMP
REQUIREMENTS ARE PROVIDED IN EDMONDS "STORMWATER
MANAGEMENT", CHAPTER 18.30.
LOT COVERAGE: REFER TO SHEET A1.1 FOR (E)GARAGE
LOT AREA: 0.41 ACRES = 17,859.60 sq ft
(E) RESIDENCE 1,669.04 + 50.49 = 1,719.53
(E) GARAGE
505.61
(E) DECK
185.07
(E) STAIR AT (E) DECK
52.23
(N) ADDITION 82.98 + 4.47 =
87.45
(N) DECK
118.48
(N) ROOF AT ENTRY
45.25
TOTAL LOT COVERAGE:
2,713.62 sq ft
ALLOWABLE LOT COVERAGE:
35%
PROPOSED LOT COVERAGE
PERCENTAGE:
15.2%
HEIGHT CALCULATION:
A = 249.5'
B = 258'
C = 263.5'
D = 254.5'
1,025.5/4=
AVERAGE GRADE = 256.375'
MAX ALLOWABLE HT = 256.375' + 25' = 281.375'
SITE LEGEND
EXISTING CONSTRUCTION
NEW CONSTRUCTION
DRAIN ROCK
PAVING/WALKWAY
FENCE
SS SIDE SEWER
G - GAS LINE
TREE PROTECTIVE FENCING
_SF SILT FENCING
\�MEL RES/pF
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6/22/21
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DATE:
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06.18.21
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202108090239 111
CRITICAL AREA SITE PLAN Rec: $206.so
8/9/2021 11:29 AM 4 PG
After Recording Return to: SNOHOMISH COUNTY, WA
City Clerk
City of Edmonds
121 51h Avenue N
Edmonds, WA 98020
NOTICE OF PRESENCE OF CRITICAL AREAS AND/OR
CRITICAL AREAS BUFFERS ON PROPERTY
GRANTOR: David M. Jenkins
GRANTEE: City of Edmonds, a Washington municipal corporation
Legal Description: -1-rac* ULN
Abbreviated Form: EDMONDS SEA VIEW TRACTS VOL 3. PG. 76, SNOHOMISH
COUNTY.
Additional Legal is on Exhibit A attached to document
Assessor's Tax Parcel ID No.: 00434600006403
Reference Number(s) of Related Documents(s): n/a
NOTICE OF PRESENCE OF CRITICAL AREA(S) AND/OR
CRITICAL AREA BUFFER(S) ON PROPERTY
NOTICE IS HEREBY GIVEN this _& day of t I U -ot , 2021, by
David Jenkins ("Grantor"), as required by Grantee, City of Edmonuant to Edmonds
Community Development Code (ECDC) 23.40.270.B, that at least one type of critical area
and/or critical areas buffer has been found through field verification to be present on the Property
described in Exhibit A hereto. This notice is being recorded as a condition of issuance for a
development permit related to the property. As part of the permit application review process it
was determined that the following type(s) of critical area and/or critical area buffer(s) were found
to be present on the property:
Slopes on and adjacent to the subject property exceed 40%. The steepness of these
slopes classifies the site as a potential landslide hazard area pursuant to Chapter 23.80
ECDC.
The City of Edmonds has adopted ordinances that regulate this type of critical area and/or
buffer. Prospective purchasers are advised hereby that these regulations may limit the type and/or
location of development or other use that may occur on the property. Please contact the City of
Edmonds for specific information about the applicable critical area regulations.
This notice shall remain on the title records of Snohomish County until released by the
City of Edmonds, which shall only occur if the owner is able to submit a critical areas report to
demonstrate to the City of Edmonds that the critical area designation no longer applies to the
Property. Any release of this notice shall be subject to applicable procedural provisions of the
ECDC.
GRANTOR(S):
Name: u i rill' iu
Title (if applicable):
STATE OF)
`^ ss.
COUNTY OF n 6 V l (R ) AVns
I certify that I know or have satisfactory evidence that C ,A, (in is the
person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated
that he/she was authorized to execute the instrument and acknowledged it as his/her free and voluntary act for
the uses and purposes mentioned in the instrument.
Dated: V1 41
11►O :AAP'I
C �T1M
space
NotaryPublic
Print Name r
My commission expires? j� S
-2-
Exhibit A
LEGAL DESCRIPTION OF PROPERTY
COMMENCING AT THE SOUTHEAST CORNER OF TRACT 64 OF EDMONDS SEA
VIEW TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 3 OF PLATS AT
PAGE(S) 76 IN SNOHOMISH COUNTY, WASHINGTON, THENCE NORTH O° 28' 37"
WEST FOR 63.92', NORTH 65° 13' 37" WEST FOR 84 FEET, THENCE SOUTH 4° 55' 27"
WEST FOR 60.39', MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID
TRACT, THENCE SOUTH 89° 23' EAST ALONG THE SOUTH LINE OF SAID TRACT
FOR 193.47' TO THE SOUTHEAST CORNER THEROF, AND THE POINT OF
BEGINNING,
PROPERTY ADDRESS: 18914 94`h Ave. W., EDMONDS, WASHINGTON