18604 SOUNDVIEW PL.PDF13184
18604 SOUNDVIEW
PL
1�
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
60
BUILDING PERMIT (NEW STRUCTURE): Igul 000—
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: '114�01 —1
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
DETERMINATION: n Conditional Waiver M Study Required E] Waiver
PLANNING DATA CHECKLIST DATED: 11 / / -9- /0-0 / 60 - �—, 0 - Dy
SCALED PLOT PLAN DA
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED: ZZ6
STREET USE / ENCROACHMENT PERMIT #:
LATEMP\DST's\Fomis\Street File Checklist.doc
J0#.P20
"Dc. 1%9',,
City of Edmonds*
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall. (Critical areas inventories, maps, or soil
surveys).
Date Received: 911 t lz-6
City Receipt#: 9-F-4 &b* ) o o 9 o 4
Critical Areas File#: CP-A2,a>L.0i2A
Critical Areas Checklist Fee: $135.00
Date Maileidto Applicant: 1-aG-2-gc�G
A property owner, or his/her authorized representative,
must* fill out the checklist� sign and date it, and submit it
to the City. The City will review the checklist,.make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant. shall include other pertinent
information .(e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersign ed applicant, and his/her/its heirs, and assigns, 'in consideration on the processing of the application agrees
to release, indenmify, defend and hold the City..of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or pa�t upon false,* misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authori d le this ap lica 'on on e behalf of the owner as listed below.
DATE
SIGNATURE OF APPLICANT/AGENT(
Property Owner's Authorization
By my signature, I certify that I have authorized the above Ap-pl-icant/Agent to apply -for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to thisapplication.
SIGNATURE OF OWNER
Owner/Applicant:
Ch-WI-ef I VL
Name 'J
�Vv(q ��wa
Street Address
city State Zip
DATE 410
Applicant Representative: %
Name
Street Address
City State Zip
Telephone: 4 Z�L -2 Q (4 - I rq`4 Telephone:
Email address (optional): %'JA Vih V\ 1� j\,G� G X) C6)i ca �(, Email Address (optional):
J — r�et
0
0
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CA File No: C�A _U0 - I ZLf
Critical Areas Checklist.
.Site Information (soils/ topography/ hydrology/vegetation)
3 q k 2_0
l.. Site Address/ Location: ( )q _'�36rM4 P(a
2. Property TAx Account Number:
3. Approximate Site Size (acres or square feet)-
4. Is. this site.currently developed? V/yes; no.
If yes; how is site developed?..
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of - 10-fe*et over *a horizontal
distance of 66-feet).
Hilly: slopes presenton. site of more than 15% and less than 30% (a . vertical rise of 10-feet'
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than. 33-feet).
Other (please deiscribe)�
6. Site contains areas of year-round standing water Approx. Depth:
7. Site contains areas of seasonal standing water: 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow
;shrubs nuxed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site:
-----For City Staff Use Ondy
1. Plan Check Number, if applicable?
2. Site is Zoned? RS - I?-
3. SCS mapped soil type(s)? I S- 17, S
4 A I SLf±� ia w-s 2-5 7 -7,
4. Critical Areas inventory or C.A. map indicates Critical Area on site? --f�j tra i, Ax
-A! W L-"0:Aj_ k,'4--A Are_,j G4-'.�z gi-oo
5. Site within designated earth subsidence landslide hazard area? Alc
DETERMINATION
-STUDY REQUIRED WAIVER
Reviewed by-. Date: :21Zi-l-
L
.2
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
18604 Sound View Place
Tax Acct. Number:
00 4346 002 007 00
Determination:
Study Required
Determination #:
CRA20060124
Applicant:
Chrystal A. Lanning
Owner:
Chrystal A. Lanning
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED
During review and inspection of the subject site, it was found that the site may contain
critical areas, including Geologically Hazardous areas, pursuant to Chapter 23.40 of the
Edmonds Community Development Code (ECDC).
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify and delineate any areas on or adjacent to the
subject property that may qualify as critical areas. They also assess these areas and
identify any potential impacts resulting from your specific development proposal. If a
specific development proposal results in an alteration to a critical area the critical areas
report will also contain a mitigation plan. You have the option of completing the portion
of the study that classifies and delineates the critical areas and waiting until you have a
specific development proposal to complete the study. You may also choose submit the
entire study with your specific development application.
• Please review the minimum report requirements for all types of Critical Areas
which are listed in ECDC 23.40.090.D. There are additional report requirements
for different types of critical areas (see below).
• Note that it is important for the report to be prepared by a qualified professional
as defined in the ordinance. There are options on how to complete a critical
areas study and an approved list of consultants that you may choose from. You
may contact the Planning Division for more information.
• General Mitigation Requirements for all Critical Areas are discussed in ECDC
23.40.110 through 23.40.140.
EROSION HAZARD AREA DEFINED
It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion
Hazard Areas include:
Those areas with Alderwood and Everett series soils on slopes of 15 percent or
greater; and
Any area with slopes of 15 percent or greater and impermeable soils interbedded
with granular soils and springs or ground water seepage; and
0 Areas with significant visible evidence of ground water seepage, and which also
include existing landslide deposits regardless of slope.
DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS
Development within an Erosion Hazard Area must meet additional criteria.
For erosion hazard areas with suitable slope stability, the only critical area study
needed is an erosion and sediment control plan prepared in compliance with the
requirements set forth in Chapter 18.30 ECDC as part of the construction
documents. This option is at the director's discretion, per Edmonds Community
Development Code section 20.80.050.G.
In areas where the slope stability is not suitable, projects within Erosion Hazard
Areas will require a report by a licensed Geotechnical Engineer or other qualified
professional.
• Note that it is important for the report to be prepared by a qualified professional
as defined in the ordinance.
• Report requirements are given in ECDC 23.80.050, and more generally in ECDC
23.40.090.D
• Development standards are given in ECDC 23.80.060 and 23.80.070.
STUDY REQUIREMENT — LANDSLIDE HAZARD AREA
It appears that this property contains or is adjacent to a Landslide Hazard Area.
• A Landslide Hazard Area is any area with a slope of forty percent (40%) or
steeper and with a vertical relief of ten (10) or more feet (except areas composed
of consolidated bedrock).
• Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.13,
• In addition to the general requirements for Critical Areas reports referenced
above, specific Critical Area report requirements for Landslide Hazard Areas are
provided in ECDC 23.80.050.
DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS
Development is restricted within a Landslide Hazard Area and its buffer.
• Projects that will intrude into these areas will require a report by a licensed
Geotechnical Engineer.
• The criteria that are applied depend on the amount that the buffer is reduced.
• The buffer can be reduced to a minimum of ten (10) feet (with an additional 15'
building setback per ECDC 23.40.280) if a report is prepared that meets the
standards listed in ECDC 23.80.050. The alteration must also meet the
requirements listed ECDC 23.80.060.
• In addition, proposals to reduce the buffer to less than ten (10) feet must comply
with the design standards listed in ECDC 23.80.070.A.3.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC
23.40.20. If you have any questions about whether your proposed development
qualifies as an allowed activity, please contact a Planner for more information.
2
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements
(ECDC 23.40.230). If you think that a specific development proposal may be exempt,
contact a Planner for more information.
Name
SihAature
Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be
found on the City of Edmonds website at www.ci.edmonds.wa.us.
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
Name: All vn,\
Date: Z6
Site Address: 1606(
Plan Cl.ieck #:
V
Project Description:
Add(��,c�J
Reduced Site Plan Provided: NO) Zoning,
Map Page: Corner Lot: (YES Flag Lot: -S NO)
Critical Areas Determination ff: IV
0_9
O—Study Required
to rF o-
Waiver
SEPI Petermination:
ff Exempt
El Needed (for over 500 cubic yards of grading)
El Fee El Checklist 0 APO List with notarized form
RequIted - lbacks
St7t: le.
Si( Rear:
AC111,71 Setbacks
Street: > Side: _[side-
Rear:
El Detached Structures -
Rockeries:
Fences[Trellises:
Bay Windows/Projecting Modulation:
Stairs/Deck:
Hill, /11 �It
Datt-lin Point:
_�tel�
Datum Elevation:
Maximum Height Allowed:
Ai�ual Height:
. ............ _L _
Offier
Parking Required:
Parking Provided:
Lot Area: 1-7, 000
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: Z�7 e�6
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued.- (YES
�L A, COMMetItS
I I
Z_zj_,q/q, 56.z-q cvq
5_5 Aqv_
Plan Review By: /*, 4��b �Z,6�0f
Narvwq Data FOUM 04 - i I 106-doC
13
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'" S F T FILE
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Applicant:
Mike and Chrystal LanninE
18604 Sound View Place
L-7xtb r
w0l?Afoono Edmonds, WA 98020
kD (,h4lly
1(425) 744-1893
km IL
L-OT—s Amle 4—
Tax Account Number:
00434600200700
rv) Roof run-off should be disi�u
rsed in a shee 10
Into lawn and landscaping away from the
OP of the bank. �D
Scale
V"q1r CO 0
6�q6k
AS 6
PVO_�?��_SP �%VIODS
All eXPosed soil to be planted vdth lctw
landscaping or other vegetation that vkql
retard erosion and stabilize upper soil I
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-'OSAIWAi-S.OwErd
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK-- JqVc� awj u- I �Lk)
ADDRESS C-J(�6z
OWNER L-45L V) V\ L
APPROVED DA-SE
cum OFFIC(AL
PER
FILE
�T
M--,,.A3ER
L
soou-7iazj—
RESUB
NOV 2 8 2006
BUILDI�q Dp�ARWENT
crnOF EDMONDS
0
STREET FI?E PLANNING DATA -
SINGLE FAMILY RESIDENTIAL
11 STREETF=ILE I
Name:
Date:
Site Address: 0 5a—A'-VNJ P1
Plan Check #: I -X 3 7
Project Description: 64 JjV f..Aoh
Reduced Site Plan Provided: KE-� NO)
Zoning:
Map Page: 3 5-A
Corner Lot: (YES �b
I Flag Lot: NO)
Critical Areas Determination#: CP-4,2,eo6otz4
[21 Study Required �'#,Pc P-*,.,- S.-*
El waiver rbz+l JC ?,E' �-4 41 bA-"- --4 P.,ha rf - 32' 4A,,A, 6e, k4,, Ply—
SEPA Determination: Ali, 9/1g/0,4 - t—A-1-ft J� AAA^, (1 80. 0&0 b 07,
Exempt 3, �,,m 4,-f i,;)
Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacl(s
Street:
Side:
Side:
Rear:
ActudlSetbacks
Street:
Side:
Side:
Rear:
El Detached Structures: A/4,%t
11 Rockeries: r" (4-1 e�, 4t-O�4.AAJ A. op t,_,V�
El Fences/Trellises: r��J
El Bay Windows/Projecting Modulation: V.14
Stairs/Deck: rrwh i-k6kf," pmpv�, I wm!L4�� I Art 0 ov�,
juil, Height A114
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided: tv. 4s,�
Lot Area:
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comments
4V�JA5 A41- 6, &V,rnh% An?� b Ply IZ�p 04 444X
104'1+ 'krl-bl I #Ot';- �'�J AreA ;-1 rie 1^6,1�A
Plan Review By -
Planning Data Form 04-11-06.doc
POSTEI) ON RROLI, AEAP NO.:
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NUMBER
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STATE LICENSE NUMBFit C1,11r. LICENSE NUMHEIt 9KXD� BY%.
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SIDXNTIKL LINE; - CR—E
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Valuation Fee
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PROPOSED USE
BUILDING
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-FENCE
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SWIM1,I]ING POOL
Drl&�OLITION
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tEXCAVATION-011.11IT,
i'lleby, at'knowlidge that I I�kvo reati this, applimti.n; that the I.-.
TOTAL A)I0U.WT DUE
given And that
fonnatlon I azy, the owner, or. the. ddly muth.Fm
APP,�O�`A'
L
Ited agent of the ov�her, I agree to eornply wlth'clty "d tato. laws mg1j.
Wing ConttruclJon; itW In doing tht work. authorized, tbArbby, no kraon MON'
be employed: 1. 1-10WI04 Of tii;LhbOr Ccldt Of the S�Ate rof W"hIngton
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relating, to.,Wnrkmek.$! Comp—allba
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THE
signad by thQ 13uildin k OffiClul �Or, his.,Dep-
it r, ( AcePt I)E�Nk(�IATIQNS whIh
toyjnill,�E
shall.bwcomploted-In rety IN BUILD�"Q_q
NOTED .
. uty;. and fee$ are paiq� =d rd�ei
'pt is ac
$&yzj phall be o8m.
pletid,in six monthc.).
knok47 ledged. in� Space pi�pvidid.
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I31qAqX]jm (OWNER, 4 AG",r)
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NOTE:; A -p ica
This Permit covo* i-rit to be d� on, prii-mle p.�Per,+4 O,'�10,7.
Any eanstruct tbo,p * ablic (curba, We;Wrdli ; s,
r
In"la" ric.) 1011 pl�4olf."A�rm� pdp.�Ioioi..
AChopelas & Associates, Inc.
Engineering & Design Services
3611 168hSt. NE, - Suite D RECEIVED
Arlington, WA 98223 -
(360) 653-4615; FAX: (360) 651-2085 NOV 0- -7 2006
September 28, 2006 DEVELOPMENT �ERVICB CTR.
CITY OF EDMONDS
Geotechnical Summary Report
Mike and Chrystal Lanning
18604 Sound View Place
Edmonds, WA 98020
Summary
STRUT FILE
0,,--
A geotechnical review of property at the above address was performed to address slope stability,
erosion control and drainage issues. The investigation consisted of a site inspection and a review
of published materials by the USGS and the USDA
It was found that the slope is stable and safe from earthquakes and landslides. The sandy
soil is highly prone to severe erosion when exposed if protective measures are not immediately
taken. Installing lawn and landscaping, as well as preserving the existing native ground cover,
and taking reasonable protective measures, the proposed grading and landscaping on this site can
be done with reasonable assurance of long term slope and site safety.
WARNMG: Immediate action must be taken to provide cover for the exposed soil. The
building department should allow immediate authorization to proceed with ground cover
per the recommendations of this report even before the permit review is complete because
of the potential for early heavy rainfall.
1. Project Description
Grading and extensive landscaping has been started and are proposed near a coastal bluff for an
existing single family residence and garage, a driveway, on a community sewer system and
public water supply are proposed for this residential site.
11. Site Conditions
The building site is a residential building lot of approximately one third acre with a public sewer
system and water supply. The proposed grading and landscaping are on a sloping terrace'l 0 feet
back from the top of a Puget Sound coastal bluff approximately 30 feet high. Most of the site is
currently stripped of the original lawn leaving exposed soil. The bluff is vegetated with thin,
invasive shallow rooting shrubs such as berries, morning glories, peas, etc. Most of the site
slopes to the west toward the top of the bluff at from 10 to 20 percent grade. The grade on the
bluff ranges from about 60 to 100 percent.
There is no evidence of past surface erosion or earth movement anywhere on or near the
bluff. The trees on the adjoining properties near the bluff are true and strait with little or no
signs of correction. There is no sign of seepage of moisture found anywhere along the slope. The
lower part of the property is approximately 100 feet from the Puget Sound shoreline.
M. Subsurface Conditions
The subject site lies on the western edge of the Lynnwood plateau. The general stratigraphy (soil
layering) of the area is characterized by fluvial and glacio-fluvial sediments from sea level to
around 400 feet, with glacial till plains making up the surficial sediments of most of the plateau.
The soils at the site are mostly sandy with silty sand and clayey silt cropping out at the toe of the
slope. These sediments belong to the transitional beds and Vashon Till plains (Minard 1982).
The classification of the soils on the site is Alderwood gravelly sandy loam. There is from 3 to 6
feet deep gravelly sand over about a 20 to 30 foot thick layer of Vashon till. This till is described
as a "concrete -like mixture of clay, silt sand and gravel ... very dense and tough .... and forms near
vertical natural and cut slopes for long periods of time .... it [is] largely immune' to instability
problems associated with saturation by ground and surface water. Vashon till has good seismic
stability as well." This soil was observed on the site by visual inspection of the excavations and
on the bluff.
The very top of the bluff appears slightly over -steepened by shallow fill from past old
grading activities. This was probably done when the site was cleared for building th,� home 30
plus years ago, or perhaps when the sewer line was installed. It has na ' turally revegetated by
invasive plants and landscaping clippings. Despite the loose fill and sparse surface vegetation
there was no significant surface slumping or landslides observed along the bluff. The rest of the
bluff is at or below its natural angle of repose.
IV. Slope Stability
Landslide hazard:
The overall slope on the site is stable from deep seated slumps or landslides. The sandy soils are
at or below their natural angle of repose, and there is little surface moisture. There is no
evidence of surface sliding or slumps, all the mature trees and vegetation on the adjoining sites
along the bluff indicate long term stable growth. Analysis indicates that "at rest" there is a slope
stability factor of 1.2 or higher despite the over -steepening. Before the oversteeping of the upper
10 feet or so of the bluff the "at rest" safety factor is 1.5. Only the upper shallow filled portion
of the slope is at risk of instability since the compact and dense material below the till has a
safety factor of 2.0 or more, and is not susceptible to moisture. Since the upper sandy material
does not retain moisture it too will not be affected by a surface run-off. The location of the
proposed grading for the patio has an "at rest" safety factor of 2.0 or more.
Liquefaction is another risk during seismic events. Liquefaction is not a hazard at this
location because well drained gravely sands do not liquefy, nor does the underlying dense till.
Since there is no significant new impervious area there is virtually no change to the hydraulic
loading of the underlying material. With the existing 70-foot building setback from the top of the
slope, the house site has a calculated safety factor of about 2.5.
Erosion hazard:
Where the slope is not subject to surface flows and where it has deep rooting vegetation and
ground cover, no erosion occurs. As long as concentrated flows of surface water are avoided,
and the vegetation is maintained, the site is safe from erosion hazard.
However, the deep sandy soils when exposed to concentrated surface flow are highly
subject to surface erosion and mass wasting. Therefore disbursing all downspout discharge in a
sheet to lawn or landscaping, and avoiding any concentrated flow, is essential. Because of the
large risk of fouling and failure of subsurface absorption beds, subsurface beds are not as
desirable as surface discharge since it is more easily monitored and corrected if necessary.
V. Recommendations
The proposed grading and landscaping adjacent to the bluff can be safely.done without
increasing the risk. to the coastal bluff. Long term slope stability and safety to the bluff and
building will be achieved if the. following recommendations are followed:
1. . The existing and any proposed conventional footing designs are safe with a soil bearing
capacity of 2000 PSF. All new footings must rest on clean undisturbed subsoil. Building
setbacks from the top of bluff should be 30 feet. Footings do not need footing drains.
2. All roof down spouts should be directed to splash blocks and crushed rock beds.away from
the foundation. It should be disbursed in a sheet to lawn and landscaping to facilitate surface
infiltration. Under no circumstances should concentrated surface flows be allowed to be
discharged in the direction of the top of the bluff.
3. Soil removed during construction should not be stored or disposed of on the slope. Soil
disturbances should be kept 10 feet back from the top of bluff. Heavy construction vehicles
should be kept back 20 feet from the top of the slope. Under no circumstances should any
surface soil or vegetation be disturbed within 10 feet of the top of the slope.
4. Cuts in native undisturbed soils should be no steeper than 2 horizontal to I vertical. Filled
slopes should be no steeper than 3 h: I v and compacted. All landscaping fill should be
compacted to 92 percent or more of max density, structural fill under slabs or walkways
should be compacted to a minimum of 95 percent of max density (modified proctor method).
The on -site sandy soil free of organic material and debris is suitable for fill.
5. As soon as possible after the'final grading, all exposed soil needs to be covered with topsoil
and planted with lawn and landscaping or other vegetation that will retard erosion and
stabilize upper soil layers from surface erosion. Mulch, jute mat, straw or plastic sheet may
be used to temporarily cover exposed soil.
6. Not required for this project, but it is recommended to prevent possible shallow surface
slumps, that the shallow rooting invasive plants on the bluff be eventually removed by hand
clearing (no heavy equipment), any loose soil compacted, and then replanted with deep
rooting native shrubs suitable forerosion control. Suitable trees are vine maple, oak -leaf
mountain ash, pink Idaho locust, or dogwood, and native shrubs are salal, Oregon grape,
snowberry, kinnikinnick, white rock rose, and currant. Other native species may be planted
as recommended by qualified landscape professionals knowledgeable in soil stabilization
If you have any
Peter Chopelas PE
or if you are in need of further assistance, please do not hesitate to call.
'10"
Lff Ail,
Applicant:
0 j Mike and Chrystal Lanning
11604 Sound View Place
Edmonds, WA 98020
](425)744 -1893
LDT-,
N "CIL
Tax Account Number:
00434600200700
M Roof run-off should be dis
-0 b'ursed in a sheet i
into lawn and landscaping away from the to pi
LAWtr
10 -710
Of the bank.
D)
Scale
&Z
AaCA CF
NI FLL
All exposed so il to be planted with laWn and
landscaping or
other vegetation that will
retard
erosion and stabilize upper soil layers
VaML AIR=,
K
:.CH.0PElJ%q MIS
170
45
100�1"
)653.4615-.-
—Lann
4a�
GrAding. Plan
Sheet 1. of I
71 -7'-.
1 0
(X
ton—
OQO N
ONO
c,
z k�
-:�
>
C43
-5
C�D C
,70
40,
P
to
0
—TZ �,-Su I Lpt p((:j SST - 9ACX
CfMD -
t-ILt- oil
LA , vi tJ
,I P LAOrl
C=:
Pic,.
-51-rE- PIRDrILL
zo -
Ob
roject Slote 7-
&6rm 1 KY U!N = 0
-X SSE"
Z�hl Nt
AM
..... .....
I K
-46- 0
i i4,vliyli9 � , k�� - - - - __j
80 IMO FEET METRS
Map created with TOPO!@ @2003 National Geographic (www.natiomlgeographic.comftopo)
W
Snohomish County Area, Washington
TABLE 13.--ENGINEERING INDEX PROPERTIES
(The symbol <'means less than; > means more than. Absence of an 'entry indicates that data were not estimated]
Classification
Soil name and :Depth: USDA texture
map symbol Unified
AASHTO
;Frag-
ments
1 > 3 1
:inches: 4
Percentage
sieve
1 10
passing
number--
40 200
:Liquid
limit 1
Plas-
ticity
index
In
: Pct
cr-
1, 2. 3 -------
0-7 :Gravelly sandy :GM
',A-2,
A-4,
0-5
�55-70
:50-65
:35-55
:20-40
20-30
NP-5
Alderwood
loam.
A-1
7-35!Very gravelly :GM
'.A-1,
A-2
0-10
135-55
:35-50
:25-45
:10-30
20-30
NP-5
loam, very
gravelly sandy
loam.
35 !Cemented ---------
I
-------
0-7 :Gravelly sandy :GM
:A-2,
A-4,
0-5
:55-70
:50-65
35-55
:20-40
20-30
NP-5
: loam.
� A-1
FAlderwood
7-35:Ve-,- gravelly :GM
:A-1,
A-2
0-10
:35-55
:35-50
:25-45
:10-30
20-30
NP-5
loam, very
g ravelly sandy
oam.
.35 !Cemented ---------
Everett --------- 0-6 :Gravelly sandy :SM 'A-1, A-2
loam.
6-18�Very gravelly :GP -GM, GM A-1
: sandy loam.
:18-60:Very gravelly !GP :A-1
coarse sand,
very gravelly
loamy sand,
extremely
gravelly sand.
50, 611:
Alderwood ------- 0-7 :Gravelly sandy IGM :A-2, A-4
loam. A-1
f 7-351Very gravelly :GM :A-1, A-2
loam, very
gravelly sandy
loam.
35 �Cemented ----------
Urban land.
I
I
7 ---------------- : 0-9 :Silty clay loam :MLj OL :A-4
Bellingham 1 9-60:Silty clay, clay,:CL, CH :A-7
silty clay loam.:
8 ---------------- 0-6 :Mucky silty clay :ML, CL :A-6, A-7
Bellingham 11 loam.
Variant 6-42:Silty clay loam, :CL
.:A-7
silty clay. .1
'42-60:Stratified loamy :CL-ML, CL,:A-2, A-4,
fine sand to : SM-SC, SC: A-6
silty clay loam.:
9, 10, 11 -------- 0-8 :Loam ------------- :ML :A-4, A-5
Cathcart 8-35:Loam, sandy loam,:ML, SM :A-4, A-5
silt loam.
'35-60:Loam, clay loam :ML, SM IA-4
12*.
Cryohemists
13 -------------- - 0-9 lFine sandy loam jSM jA-2, A-4
Custer 9-35:Loamy fine sand, :SP-SM, SM :A-2, A-3
: sand.
:35-60:Fine sand, sand, :SP-SM jA-3
gravelly coarse
sand.
11 0-10 i65-85 50-75 :30-50 :15-30 15-25 NP-5
5-10 30-60 20-50 :110-30 5-25 15-25 NP-5
5-20 25-50 :15-45 5-20 0-5 NP
0-5 :55-70 :50-65 35-55 :20-40 20-30 NP-5
0-10 135-55 135-50 125-45 :10-30 20-30 :-NP-5
0 100 100 :95-100:80-95 25-40 NP-10
0 100 :95-100!95-100:85-106: 45-65 20-40
0 100 1 100 85-100:80-100: 35-45 10-20
0 100 100 :85-100:80-100: 40-50 20-25
0 100 100 :40-80 120-60 20-35 5-15
0 :90-95 :85-95 :70-80 :60-70 35-45 5-10
0 :80-95 :80-90 :70-85 :45-65 35-45 5-10
0 180-90 :75-85 :65-75 :40-60 30-40 5-10
0 100 :90-100.:80-90 :130-45 :1 25-30 4: NP-5
0-20 :95-100:90-100:70-80 5-20 NP
0-20 :95-100:60-80 :60-70 5-10 1 NP
i
9
19
See footnote at end of table.
1A
41
"Pf
dumMOBWA
#P20
%I
City. Ofldmohds'
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained oh this form is to
be. filled out by any person. preparing a Development
Permit Application: for the City of Edmonds prior to
his/her submittal o*f the application to the City.
The purpose of the Checklist is to enable City staff to.
detennine whether any potential Critical Areas are, or
may be, present on the subject pq)erty. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall. (Critical mas inventories, maps, or soil
surveys).
Date Received: 9V I t
City Receipt M IZ Ez &vw
b000go4-
Critical Areas File
Critical Areas Checklist Fee:. 135.00
Date Mailed to Applicant__I=., �Gz�ppG
A property owner, or. his/her authorized representative,
must'fill out the checklist; sign and date it, and submit it
to the City. The City will review the checklist,.make -a
precursory site visit, and make a determination of the
subsequent steps. necessary to complete a development
permit application.
Please subniit a vicinity map, along with.the signed copy
of this form to assist City staff in finding and locating the
specific piece of property. descnl)ed on this form.. In
addition, , the applicant. shall ' include other pertinent
information fe.g. site plan, topography map, etc.) or
studies in. conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/herfits heirs, and assigns, in consideration on -the processing of the application agrees
to release, indemnify, defend and hold the City -.of Edmonds harmless fiorn any and all damages, including reasonable
attorney's fees,.arising from any' action or infraction - based in whole or part upon false-, misleading, inaccurate or
mcomplete information firrinshed by the applicant, his/herlits; agentsor employees -
By my signatureJ certify that the information and exhibits herewith submitted are true and correct to- the best of my
knowledge and that I am authorized Ukfile this aVIDlication on f of the owner as listed below.
pe behal
SIGNATLYRE OF APPLICANVAG� DATE o
IL
Property Owner9s Authorization
By my signature, I certify that I have authori zed the above App;��'t. to apply -for the subject land use application,
and grant my permission for the, public officials and the staff of the City of Edmonds t o. enter the subject property for the
purposes of fi.ispection'and V*tng attendant to this,,qpplication.
Owner/AppUcant.-
Street Address
v�
Applicant Representative:
Name -
Street Address
city State Zip
Telephone:_�J2,,C,�__ -2q(4- IWA Telephone:
Email address (optional): (h �6hY\ t'Ar4 G AD Cmr _r Email Address (optional):
d&
J — ;;a
#P20
-CA File No: C�A V4,
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/ Location. \J�.") - Rae.— E
I W)q 1�3a" e,� - q go Z- 0
2- Property -Tax Account- Number. - 09 3 LffaO 0.20 Q go n�
__0
3. Approximate Site Size (acres or square feet)-: tR1 acfCS2
4. Is, this site.cuffently developed? Vyes; no.
If yes; how is site, developed? 41—M-4-
5. Describe the general site topography. Check all that apply.
Flat less -than 57.-feet.elevatiori change over entire site;; -
Rolling. slopes on site generally less than 15 . % (a vertical rise of 10-f&t -over -a horizontal
distance. of 66-feet).
Hilly: slopes. presenton site. of more than 15% and less than 3 . 0% (a vertical -rise of 10-feet'
over. a . horizontal distance of 33 to 66-feet)
Steep: grades* of &64teir than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet),
Other (please describe):
6. Site contains areas of year-round. standing waten. t, Approx. Depth:
7 Site contains areas of seasonal standing water: 0 Approx. Depth:
What season(s),of the year?
8. Site is in the Jqoodway Nt floodplain of a water course.
9. Site conbdns a creek or an area where water flows across the grounds surface? Flows are year-round?'
Flows -are seasonal? year?
(What time of
10. Site is primarily: foresbed meadow shrubs n-dxed
urban landscaped (lawn, shrubs etc)
-11. Obvious wetland is present: on site:
For City Staff Use OnI3
1. Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped soil type(s)? V-"-6 int� S�W4
4 41 A-G-,-a-A U iaw�r 23 -
P:!�19 �� 7, -7.
4. Critical Areas inventory or CA. map indicates Critical Area on site? Y6 - &-4
MW L4�140:Ax 6,19--A Aftoj Gi!Lol vy<)
5. Site within designated earth subsidence landslide hazard area?
0 rERMINATION
t-""' —STUDY REQUIRED WAIVER
Reviewed br.— >I-z. �7� Date: 9 li?s-l-,_
0
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
18604 Sound View Place
Tax Acct. Number:
00 4346 002 007 00
Determination:
Study Required
Determination #:
CRA20060124
Applicant:
Chrystal A. Lanning
Owner:
Chrystal A. Lanning
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED
During review and inspection of the subject site, it was found that the site may contain
critical areas, including Geologically Hazardous areas, pursuant to Chapter 23.40 of the
Edmonds Community. Development Code (ECDC).
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify and delineate any areas on or adjacent to the
subject property that may qualify as critical areas. They also assess these areas and
identify any potential impacts resulting from your specific development proposal. If a
specific development proposal results in an alteration to a critical area the critical areas
report will also contain a mitigation plan. You have the option of completing the portion
of the study that classifies and delineates the critical areas and waiting until you have a
specific development proposal to complete the study. You may also choose submit the
entire study with your specific development application. '
• Please review the minimum report requirements for all types of Critical Areas
which are listed in ECDC 23.40.090.D. There are additional report requirements
for different types of critical areas (see below). I
• Note that it is important for the report to be prepared by a qualified professional
as defined in the ordinance. There are options on how to complete a critical
areas study and an approved list of consultants that you may choose. from. You
may contact the Planning Division for more information.
General Mitigation Requirements for all Critical Areas are discussed in ECDC
23.40.110 through 23.40.140.
EROSION HAZARD AREA DEFINED
It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion
Hazard Areas include:
• Those areas with Alderwood and Everett series soils on slopes of 15 percent or
greater; and
• Any area with slopes of 15 percent or greater and impermeable soils interbedded
with granular soils and springs or ground water seepage; and
• Areas with significant visible evidence of ground water seepage, and which also
include existing landslide deposits regardless of slope.
0 0
DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS
Development within an Erosion Hazard Area must meet additional criteria.
For erosion hazard areas with suitable slope stabili!Y, the only critical area study
needed is an erosion and sediment control plan prepared in compliance with the
requirements set forth in Chapter 18.30 ECDC as part of the construction
documents. This option is at the director's discretion, per Edmonds Community
Development Code section 20.80.050.G.
In areas where the slope stability is not suitable, projects within Erosion Hazard
Areas will require a report by a licensed Geotechnical Engineer or other qualified
professional.
• Note that it is important for the report to be prepared by a qualified professional
as defined in the ordinance.
• Report requirements are given in ECDC 23.80.050, and more generally in ECDC
2�.40.090.13
• Development standards are given in ECDC 23.80.060 and 23.80.070.
STUDY REQUIREMENT — LANDSLIDE HAZARD AREA
It appears that this property contains or is adjacent to a Landslide Hazard Area.
• A Landslide Hazard Area is any area with a slope of forty percent (40%) or
steeper and with a vertical relief of ten (10) or more feet (except areas composed
of consolidated bedrock).
• Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.13.
• In addition to the general requirements for Critical Areas reports referenced
above, specific Critical Area report requirements for Landslide Hazard Areas are
provided in ECDC 23.80.050.
DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS
Development is restricted within a Landslide Hazard Area and its buffer.
• Projects that will intrude into these areas will require a report by a licensed
Geotechnical Engineer.
• The criteria that are applied depend on the amount that the buffer is reduced.
• The buffer can be reduced to a minimum of ten (10) feet (with an additional 15'
building setback per ECDC 23.40.280) if a report is prepared that meets the
standards listed in ECDC 23.80.050. The alteration must also meet the
requirements listed ECDC 23.80.060.
In addition, proposals to reduce the buffer to less than ten (10) feet must comply
with the design standards listed in ECDC 23.80.070.A.3.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC
23.40.20. If you have any questions about whether your proposed development
qualifies as an allowed activity, please contact a Planner for more information.
2
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements
(ECDC 23.40.230). If you think that a specific development proposal may be exempt,
contact a Planner for more information.
Name
ature
ber 25
Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be
found on the City of Edmonds website at www.ci.edmonds.wa.us.
APPLICATION
for
The City of Edmonds SIDE SEMTEB PERBM
/ -2 / c� ;4c-- NEW CONSTRUCTION E] REPAIRS
MNT No . .......
A /,D / -�-/
OWNER -24w,-� ................. ....... . ..... CONTRACT. ...... PERMIT
........................ ..... -- ---- I
DESCRIPTION: L
t;. L . . ............................................. BIA)CK No . ............................................
ADDRESS ---- I ... ... ?... .. ...
Q�
A5, 6 0 NAME OF ADDITION ............ e ............... ............................................ . ...........................
f 6 0 A/
LL.
ui
cc
lrl� I
rQ.
OW4
JAPPROVED
e) MAR 4
4",
Approved:
y.... .................
N
Ab
PLAT 01' SURVEY FOR: PAUL ROY
Lot
is 7, 8 and 18, Block B, Edmonds Sea View' Tracts, according to the Dlatithereof
recordec in Volume 3 of plats, on Page 76, records of Snohomish County, Washington;
tooe-ther with vacated Ocean Avenue lying westerly of and adjacent to said lots 7 and 8.,
S C LE 1 30 feet DECEMBER 6,, 1968
4
t 4U
Of
0
U
Cr
40'
3 10.00'
CITY OF EDMONDS
Call PRospect 6-1107 when work
CjyeC CENTER — WATER -SEWER DEPARTMENT is ready for inspection. (No Inspec.
tions Saturday, Sundav or holidays.) N? 3238
SIDE SEWER PERMIT
&CP
ADDRESS -------- 2-85-2.8 ... S.ound-.Niew .. Pla . .....................................................................................................................................
O'V1rNER _--_----- P--allL.Ricly ......................................................... CONTRACTOR ...... KQQjgy_1.s ... Pipe ... & ... S-ewe.r .................
Permission is granted ----- march ... 5 .. ...... .... ig ... 6 9, for ......................... days to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
TE No. I —The owners of the property may obtaln a permit to construct sewer inside property line. A licensed Side Sewer contractor must
be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected.
4o. 2--Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches Inside property line; minimum grade of 2%.
No bends in grade sharper than 1/8 will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
--failure due to Improper work which may develop within one year o ' f completion.
It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appur-
tenanees except to insert the pipe Into the wye.
SINGLE-FAMILY RESIDENTIAL
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
EXEMPTION
Project Location: 18604 Soundview Place, Edmonds
Applicants: Mike & Chrystal Lanning
Project Description: Grading and re -landscaping for a single-family residence, including
removing sod and adding a paver patio on the west side of the property.
Project also involves total grading of approximately 30 cubic yards of
material.
See Attached: 0 Site Plan R1 Elevation (Site Profile)
Plan Check Number: BLD20061237
Date Issued: November 20, 2006
SEPA Determination: Exempt
Issued by: Meg Gruwell, Senior Planner A�l ,
The above project has been determined to be exempt from the requirement to obtain a Shoreline
Substantial Development Permit under WAC 173-27-040(2)(g), which states:
Construction on shorelands by an owner, lessee or contract purchaser of a single-family
residence for their own use or for the use of their family, which residence does not exceed
a height of thirty-five feet above average grade level and which meets all requirements of
the state agency or local government having jurisdiction thereof. "Single-family
residence" means a detached dwelling designed for and occupied -by one family including
those structures and developments within a contiguous ownership which are a normal
appurtenance. An "appurtenance" is necessarily connected to the use and enjoyment of a
single-family residence and is located landward of the ordinary high water mark and the
perimeter of a wetland. On a state-wide basis, normal appurtenances include a garage;
deck; driveway; utilities; fences; installation of a septic tank and drainfield and grading
which does not exceed two hundred fifty cubic yards and which does not involve
placement of fill in any wetland or waterward of the ordinary high water mark. Local
circumstances may dictate additional interpretations of normal appurtenances which shall
be set forth and regulated within the applicable master program. Construction authorized
under this exemption shall be located landward of the ordinary high water mark;
Robert Fritzen, Shoreline Planner with the Department of Ecology, has stated that this has been
interpreted to include additions and remodels to existing single-family houses, provided that they
are normal appurtenances to single-family dwellings.
This exemption is not being sent to the Department of Ecology because it appears to City staff
that it is not subject to U.S. Army Corps of Engineers section 10 permit under the Rivers and
Harbors Act of 1899 (the provisions of section 10 of the Rivers and Harbors Act generally apply
to any project occurring on or over navigable waters. Specific applicability information should
be obtained from th6 Corps of Engineers.) Nor does the project appear to City staff to require a
section 404 permit under the Federal Water Pollution Control Act of 1972. (The provisions of
section 404 of the Federal Water Pollution Control Act generally apply to any project which may
involve discharge of dredge or fill material to any water or wetland area. Specific applicability
information should be obtained from the Corps of Engineers.) Robert Fritzen has advised us that
per WAC 173-27-050, no letter is required to be sent to Department of Ecology.
While this letter provides an exemption from the need to obtain a Shoreline Substantial
Development Permit from the City of Edmonds, it does not evaluate whether other State and
Federal approvals are required and leaves that responsibility to the applicants.
cc: Street file for 18604 Soundview Place
Shoreline Permit Exemption File
Page 2 of 2
a
OD
00
Q
CQ
C
0
Filed for Record at the Request Of
Robert and Mary Jeffers
18604 Sound View Place
Edmonds, Washington 98020
RECEIVED
J U N 191008
BUILDING DERARTMENT
CITY OF EDMONDS'
NO EXCISE TAX
REOUIRED
AUG 2 2 2002
806 DANTINI, snonglols(I Uunl� Ircillwill
By BOB DANTINI
200208220530
08/22/2002 02:23 PM Snohomish
P 0003 RECORDED County
Notice of Easement and Maintenano Agreement
Grantors Robert C Jeffers and Mary D Jeffers. husband and wife
Grantee Robert C Jeffers and Mary D Jeffers, husband and wife
Legal Description Lots 7. 8 and 18, Block B. Edmonds Sea View Tracts (Vol 3. Pg 76)
In SW 1/4, NE 1/4. Section 13, Township 27 North, Range 3 East, W M
Assessors Tax Parcel ID Nos. 00434600200700 00434600200800 and 00434600201800
Notice is hereby given that Robert C Jeffers and Mary D Jeffers, husband and wife, owners of the
following described properties. situate in the City of Edmonds. County of Snohomish, State of Washington,
to wit
Parcel A
Lots 7 and 8, Block B Edmonds Sea View Tracts, according to the plat thereof recorded
in Volume 3 of Plats, page 76, records of Snohomish County, Washington ,
Together With that portion Of Vacated Ocean Avenue lying northwesterly and adjacent
thereto
Parcel B
Lot 18 Block B Edmonds Sea View Tracts according to the plat thereof recorded in
Volume 3 of Plats page 76, records of Snohomish County, Washington fl
do hereby reserve and convey unto the present and future owners their heirs successors and assigns of
the hereinabove described Parcels A and B. a permanent easement for ingress and egress and the.
V
installation, operation and maintenarce of roadway and public and private utilities, over. under. across,
through and upon the following described property, situate in the City of Edmonds, County of Snohomish,
5tate of Washington, to wit
That portion of Lots 7 8 and 18, Block B, Edmonds Sea View Tracts according to the plat
thereof recorded in Volume 3 of Plats, page 76, records of Snohomish County
Page I of 3
Washington, described as follows Beginning at the southerlymost corner of said Lot 18,
thence N 50*32'00" W, along the southwesterly line of said Lot 18 and 7, a distance of
147 50 feet to an intersection with a line drawn parallel with and 7 50 feet northwesterly
of the southeasterly line of said Lot 7. thence N 39*28'00" E, a distance of 99 83 feet to
the northeasterly line of said Lot 8, thence S 50'32'00" E. along said northeasterly line and
the northeasterly line of said Lot 18, a distance of 15 00 feet to an intersection with a line
drawn parallel with and 7 50 feet southeasterly of the northwesterly line of said Lot 18,
thence S 39*28'00" W, a distance of 64 83 feet to the point of curvature of a curve to the
left having a radius of 20 00 feet. thence southerly, along the arc of said curve and
consuming a central angle of 90'00'00", an arc distance of 3142 feet to the point of
tangency on a line drawn parallel with and 15 00 feet northeasterly of the southwesterly
line of said Lot 18. thence S 50'32"00" E, along said parallel line, a distance of 112 50
feet to the southeasterly line of said Lot 18 thence S 39"28'00" W, along said
southeasterly fine a distance of 15 00 feet to the point of beginning
Further. an easement is hereby reserved and conveyed unto the present and future owners, their
heirs. successors and assigns of the hereinabove described Parcel B, a permanent easement for the
installation, operation and maintenance of a storm water infiltration system and appurtenances. over,
under across, through and upon the northwesterly 22 50 feet of the southeasterly 30 00 feet of the
southwesterly 17 00 feet of the hereinabove described Parcel A
And Further, an easement is hereby reserved and conveyed unto the present and future owners,
their heirs, successors and assigns of the hereinabove described Parcel B. a permanent easement for the
installation, operation and maintenance of a sanitary sewer pipeline and appurtenance S. over, under
across, through and upon the southwesterly 10 00 feet of the hereinabove described Parcel A
Maintenance repair or reconstruction of any roadway or commonly used utilities constructedupon
or within the easement right of way first hereinabove reserved and conveyed, shall be the responsibility
of the present and future owners, their heirs. successors and assigns, of the hereinabove described
Parcels A and B,, The cost of any such maintenance, repair or reconstruction, shall be jointly and equally
the owners of said Parcels A and B, EXCEPT that no owner shall be responsible for any portion of a
commonly used utility system, lying above or beyond his point of connection to the same, AND EXCEPT
the owner of said Parcel A shall not be responsible for the maintenance, repair or reconstruction of the
storm water conveyance, detention and dispersion systems and their appurtenances located in the first
and second easements right of ways hereinabove reserved and conveyed The maintenance of any sewer
pipeline and appurtenances located within the sanitary sewer easement hereinabove reserved and
Page 2 of 3
200208220530
conveyed shall be borne by the owners of the hereinabove described Parcel B Any such maintenance
required shall be completed in a workmanlike manor. with all reasonable haste, and the property restored
to its original condition as soon as it is.reasonably possible
This instrument shall be a covenant running with the lands hereinabove described and is binding upon the
owners of such lands, their heirs, successors and assigns. forever
IN WITNESS WHEREOF we hereunto set our hands and seals this Day of.h,),,If 2002
7
41� - A&44�r- k llv�
'Rbert C Jefferr�/ Mary D Jeffbrs V
STATE OF WASHINGTON)
SS
COUNTY OF SNOHOMISH)
On this day personally appeared before me Robert C Jeffers and Mary D Jeffers husband and wife, to
me known to be the individuals described in and who executed the within and foregoing instrument, and
acknowledged that they signed the same as their free and voluntary act and deed. for the uses and
purposes therein mentioned
GIVEN my hand and official seal this
meye
W
P0
so's
6.10200
S.
OF
dayof .2002
\j LA'L� -wi
Notary Pubc in and for VVashingVn
State, residing at S efA4f A i 0 -1�k
My Commission expires on 5- ?() - 03
Page 3 of 3
200208220530
PO4
Filed for Record at the Request Of
Robert and Mary Jeffers
18604 Sound View Place
Edmonds. Washington 98020
min
200208220531
08/22/2002 02:23 PM Snohomish
p.0004 RECORDED County
RECEIVED
JUN 19,-2008
BUILDING DEPARTMENT
C4TY OF EDMONDS'
Declaration of View Restrictions
Grantors Robert C Jeffers and Mary D Jeffers, husband and wife
Grantee Robert C Jeffers and Mary D Jeffers, husband and wife
Legal Description Lots 7. 8 and 18, Block B, Edmonds Sea View Tracts (Vol 3, Pg 76)
In SW 1/4. NE 1/4, Section 13, Township 27 North, Range 3 East, W M
Assessors Tax Parcel ID Nos. 00434600200700 00434600200800 and 00434600201800
THIS DECLARATION, made on the date hereinafter set forth by Robert C Jeffers and Mary D Jeffers,
husband and wife, hereinafter referred to as "Declarent"
Witnesseth
WHEREAS the Declarant is the owner of certain properties in the City of Edmonds, County of Snohomish,
State of Washington which is legally described below, and
WHEREAS, Declarant makes the said properties and shall convey the same subject to certain covenants.
conditions and restrictions, as hereinafter set forth
NOW, THEREFORE. Declarant hereby declares the Parcels A and G, described belowshall be held, sold
and conveyed subject to the following easements restrictions and conditions, all of which are for the
purpose of enhancing and protecting the value, desirability and attractiveness of the properties owned by
the Declarant These easements, covenants restrictions and conditions shall run with the real property
and shall be binding on all parties. having or acquiring any right. btle or interest in the described properties.
or any pail thereof and shall inure to the benefit of the Declarants, their heirs, successors and assigns
Page .1 of 4
NO EXCISE
Ptoulprl)
AUG 2 2 2002
BOB DANIml, �PoXvubo vvyiny ii4dWill
By 808 D-AblTlbll
I
Article I
Definitions
S!!ction 1. 'Parcel A" shall mean and refer to that certain property. described as follows
Lots 7 and 8, Block B, Edmonds Sea View Tracts, according to the plat thereof recorded
in Volume 3 of Plats, page 76, records of Snohomish County. Washington
Together With that portion of vacated Ocean Avenue lying northwesterly and adjacent
thereto
Section 2 "Parcel B' shall mean and refer to that certain property, described as follows
Lot 18, Block B, Edmonds Sea View Tracts, according to the plat thereof recorded in
Volume 3 of Plats, page 76. records of Snohomish County, Washington
Section 3 'Owner shall mean and refer to the record owner, whether one or more
persons or entities. of a fee simple title to any parcel, except that purchasers under a
conditional sales contract shall be deemed the owner', as against the contract seller
Those having an interest merely as security for the performance of an obligation shall not
be deemed an owner' as herein provided
Section 4. Declarant shall mean and refer to the above described Declarants. their successors and
assigns of the of the properties
Article 11
Building Restrictions
Section 2.1 Height Limitation on PaM21 No portion of any structure, except the existing chimney,
constructed on the northeasterly 70 feet, as measured at right angles to the northeasterly line, of Parcel
A shall exceed a horizontal plane with an elevation of 77 72 feet (existing roof peak elevation) as
established by the bench marks herein referenced
No portion of any structures, constructed on Parcel A southwesterly of the northeasterly 70 feet.
as measured at right angles to the northeasterly line, of Parcel A shall exceed a horizontal plane with an
elevation of 67 79 feet (existing deck railing elevation on south side of the house) as established by the
bench marks herein referenced
No vegetation or structures constructed or allowed to grow on Parcel A shall exceed a horizontal
plane having an elevation of 77 72 feet on the northeasterly 70 feet, as measured at right angles to the
northeastedy line and 67 79 feet southwesterly of the northeasterly 70 feet, as measured at right angles
to the northeasterly line, of Parcel A as established by the bench marks herein referenced
Section 2 2 Benchmarks for Elevations.
The elevations herein shall be based upon and measured from the bench marks set forth in Exhibit
A attached hereto which by this reference are incorporated herein
Segbon 2.3 Maintenance of Vegetation. The owner of the lot subject to the height restriction shall be
responsible for assuring compliance with this covenant Said owner shall keep all vegetation tnmmed so
Page 2 of 4
200208220531
I 1.. 0 0
as to not exceed the height limit herein described In the event that said owner fails to comply with this
requirement, then the Declarants. their heirs. successors' and assigns may after fifteen days written notice
to the noncomplying lot owner, have the work performed by a professional tree of landscape company,
at the expense of the noncomplying lot owner
Article III
General Provisions
Section 3A Ent
Arcement, The Declarants. their heirs, successors and assigns shall have the right to
enforce all restinctions, condibons, reservatons. liens and charges now or hereafter imposed by the
provisions of this declaration by a proceeding of law or equity Failure by any owner to enforce any
covenant or restriction herein contained shall in no event be deemed a waiver of the right of a subsequent
owner to do so thereafter The prevailing party in any such action shall be awarded his reasonable costs
and attorney fees
Section1l, SeveMWI& Invalidation of anyone of these covenants or restrictions by judgement or court
order shall in no way affect any other provisions which shall remain in full force or effect
This instrument shall be a covenant running with the lands hereinabove described and is binding upon the
owners of such lands, their heirs, successors and assigns. forever
IN WITNESS WHEREOF we hereunto set our hands and seals this Z/ Day of /��LA002
pill,
Amert C Jeff Mary EY JeffW
STATE OF WASHINGTON)
SS
COUNTY OF SNOHOMISH)
On this day personally appeared before me Robert C Jeffers and Mary D Jeffers, husband and wife. to
me known to be the individuals described in and who executed the within and foregoing instrument. and
acknowledged that they signed the same as their free and voluntary act and deed, for the uses and
purposes therein mentioned
GIVEN my hand and official seal this day of 2002
5 . M
-k
NION &r&
Notary Pu6lic in an$ for Washington
State, residing at .9 CA+ta \.-A
My Commission expires on 5-30.-G-3
Page 3 of 4
200208220531
0
Exhibit A
Spike in southeast face of utility pole located at the southwest comer of the intersection of
Wharf Street and Soundview Place Elevation 70 89
Top of the southern flange bolt on fire hydrant located on the east side of Soundview Place at
approximately at the mid -point of the southeasterly lot fine Elevation 91 81
Roof peak elevation of existing house located on Parcel A Elevation 77 72
Top of deck hand rail on the southern side of the existing house located on Parcel A
Elevation 67 69
Invert of sanitary sewer manhole located in Soundview Place approximately 40 feet south of the
southerlymost property comer Elevation 75 15
Page 4 of 4
200208220531
W
J
PIONEER NATHA.L UN 1*9 20 8
O'nTM INSURANCE I
'BUILDING DEPARMNT
1% "COM cour"Y CI-ly OF EDMONDS
itd.inrIlt-ordat Requestal
Z; REWROED BY
ltulii LAIN TM M
TO
JUN 3 105 9 AN
WWAM A411011M
X
reaw
Mummy Wammty DoW
THF GR,%NTOR VARIAN V. MARK and MIMKAN R. CLARK her husband
fur and in consideration of Tan and N01100 Dollars and other valuable consideration
3n hand paid conveys and warrants to ROBERT C. jsnw amd mkRy D. jums, his vita
the Mowmg described real estate. stunted to On County uf state of
Lots 7. 8 and 18. Block B, Edmonds Sea View Tracts.
according to the plat thereof recorded in Volume 3
of Plate. pap 76. records of the Andftor of the
County of 9nobooLshp8tate of Washington.
TOGSTMER WITS that portion of vacated Ocean Avenuft
adjoining Use Northwesterly line of said Lots 7 and S.
Subject tot Easement for electric transmilasion and distributIOD line, to Puget Sound Po"T & Light
Co.0 a a record" under Auditor's File, go. 432631.
B"mmt to install, operate and malat"n a switary and/or s- - "war. trust under,along
ad across ptn. of vacated Oce" Ave.0 " recorded wader Auditor'@ 11PIle
gagVustust 0 F.U.B. no. I of goobasish County and Gescrttl Talephon a Co., so recorded
under Auditor I affileofte, 2195779.
Private masemana.j"if my* -Incited within that pta, of the promises which was formarly
Ocean Ave., am vacated.
Dated tims
JUNA -I in
STATE Of WASKINGTOM
IL
county of Snohomish
On thas day pefs"fly appesied before me Marian V. Clark end 0
to am katnin to be the mi!rndul 4 dmnbgd to and who enecuted the VfthID and ad
acknowledged that 'they warad the same as dwir INS and voluntary PIZ"
um and purpom thereto sm?MW
GIVEK under my hand and offictal nest flus day,
&001 �Ww J
lGeraw.'), rkm and Isr 1
IMP
a.
F'
EXHIBIT A
Legal Description
Lots 7 and S. Block 8. Edmonds Sea View Tracts, according to the plat thereof recorded in Volume 3 of
Plats, page 76, records of Snohomish County, Washington Together with the port ofvacated Ocean
Avenue lying Northwesterly and adjacent thereto, save and except Lot IS, Block B, Edmonds Sea View
Tracts, accordmg to the plat therCOfTecorded in Volume 3 of Plats, page 76, records of Snohomish County,
Washington
do .-d -- r.- r .., r.tt...
91�limzl j. Iarl�aimer
Ing J)8hij"Lsar
Wry Lan&
7040p. A. Lane
COALIty Of ,nohcml all)
1. the undermigrado , Notary Puo*-Lcg oo norsoy certify that on Tula W. day of Aprllj 19270
perzonolly appeared before me Im. J. Dah1holmer and Ida Dahlbalmory husband and wifop and Barr
Alice Land and Joseph A. Long, nor husband. to me known to be the individuals described La
and who executed the within instrument. and acknomledged that they signed the some as their
free and voluntary act and deed# for tne uses and -urposes therein mentioned.
Given U-der cW nand and official anal the day and year in this certificate above written.
(L. C. Swith
(r. P. seal L. 0. Smith
Cam. Expires Notary Public in and for %he State
Atly 6. 1929 1 of UsetiLngtons residing at Marysville.
IL!e& for reoocd at request of Orantea on Aug. 4# 1926 at 8123 A. M.
Deputy Auditor
County Auaitor By
B. Parkner at ux
to EASSURNT
PtWet Sound Power & Light Co.
,�13 IMMNTLIM. mado this 27 day of April. A.D. 1926 between 1. Z. Forknor bud Ell* Fork"r.
his wife. "rolnofter called the Grantors. parties of the first port p and Puget Saund Power &
Light Company, a Massachusetts --arprratica, -terolnotter called the Grantee. party of the
the second port. WIT3KSSXTHs
That the Grantors, for and in conviderstLon of the sun of Ona & To/100 (S1.00) Dollars. paid
by the Grantee to the Grantors, reoeL;t whereof -a hereby salwouledged, hereby convey and
g-ant to too Grantee. its successors and assigns. the right. privileg6 and outholLty to coa-
a trmot. treat, alter, improve. repair, operets and = Intain an electric tianonlanzon and
distribution linat consisting of a aLnSle line of Palms# with necessary bracesp EWD and anchors
a ad to place tk;on or sumpend from aucli poles transmission. distribatLan and signal wirea.
insulatorso orcso-s4eq transformers and other necessary or convenient apportanwroan, @croon
over and upon the following described lands and preals'es situstod in the County �f Snohomish'.
3tate of Vezhln.tor.�t"zltr I -
UN A longjize-ooet"OLde late 7 and 8 and -ilong the vast side' of Lot 28. Bl�ak B. Edmond* Sea
716W Add. -Lot 3. N* See. 13. TwV. 27 N. Range 3 Sist -- The center line of sold transmission
&nd distribution line to be loco 4 ""- "owns -- Together with the right at all times to the
tr3otes, Ita successors and aneigre, -�f"'ess to and egress from said lands across adjacent
lands o� the Grantors for the purpose of constructing* reconatrUOUng, rOpOL"Ags renewing,
olterirg. OnangLng. patrolling and operating said line nod the right at may tIme'to remove
rqld poles. wireo and appurtenancoo from @aid !ends.
Also the right to the Grantee. Its successors and assigns. at all times to cut ell brush
and timber. and %ZLM 911 trees st.nding or growing upon sold lands Which. In the opinion of
the Orontes. -OnotLtUte & me:mmcs or danger %o said line.
.he 3roniorb. their Valro or assigns. covenant and agree that they will not do new �slosticks
or discharge may explosives within a distance of three hundred 000) rest or said line without
Zi,Lng r"Oonsole rotia@ In writing to it,* Gre=tos. Its successors or assigns, of intention
ffo to e-J.
7ne riobta. title, PrITLIagag and outiority t:orsby granted shall continue a -A be in force
un .1 suen time &a t-o .3rentses its, muooessare or assigns# shol) Permanently re=01`41 sold Vale*
-itee and app-.rtsnmn.e2 from sail lard.3. or &boll otneralbe Portmenently abandon amid line. at
z�i —,me al' --uz- r—'1-9. tit-c. ri-Ileget ond out-tority ho"by greeted shall ter%Lnets.
sat %
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a. N sorxpar
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AND 14 ZAP
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Ll--U5ffl_A " i. L. cAnpow am, A
L f,C 4 QPr'WTfCl4l, AND NAT 4vruAmm or a "i I ?A A I Tvv- 11cwra
0.3. IN-OUGH AND IN LOW Ing r0LLOJItI4 DKSCP XV Pr'7- 40 f'I'_
ftj Ti lir 'o VZ TRIC19111, Wis"99, U4=ItQMDWTIS MD 0 rl F.M DGS- 'C'-GH6 A-rlkfgg
It C- J 1010, CCIISTRLLf -09 Amu mAstan"act c r si, D cw,: I '' vra.
tv a glir IT J6 *0 nI GNT.0111`4MAY HEACSY GRAMD 10 L9WAT'D ; I Ul CGJ'ATY Or so;-
-,TO *, 'ID I!- lt*FC SMANTICiPLAIRL .4 10 R3 i-C LC 0-:
(A) THE WESTERLY 10 FEET Or VACATED OCEAN AVENUft ADJACENT TO
LOT ep SLOCK Sp Eomowos SCAVlcw TRACTS, AS RECOPOEO s-4 VoLumE 31
pari 76, accoqas or SMONOVISi4 �OUMTV, WASHIFIGION.
(a) THE WESTERLY 10 rEET or'VACATED OCEA4 AVENUE, AQJACENT TO
LOT 7, BLOCK 5, Eamomos SEAvicw TRACTS, AS RECORDED IN VOL. 3,
-AGE 76, PEcoRos or SNOHOMISH COUNTY0 'JASKINGTON.
IA
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Tmj ly AcnegS To MOTORS To SMSTANTIALLY T119 OR,CIIXAL C01MITION SUCA
1*00 INC AS ARE DiSTUR090 OU1144 INC COUSE TIOU, UAIMWUXCL Anc impaw or
IA-D 1%:WC1 -CE"; PROV109D, TMt 3M"Toits, TNglp MCI= ON ASGAMS 94ALL 401 COMM C.
J-11% Pf I MA, r P-RUCTUqg IlYgn, uPoX Got V TO INS VCM"flgdT 9ASEMVIT.
It 24"
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to INS 1KNOWIM, WTOMIME
Am., gxd T414 AND P&MOMING INIST1116"MIT. AVID ACKWILcoal
elin AMID VOLUNTAIll ArT AV. DILK0, roll Mg
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SILO PICSIRIM HUT *A . w
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OFFICIAL RECORDS
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CITY OF ED MONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. e Owner: WA-qhinqtnn Nahiral Cas Comopany B. *Contractor:
Name
805 156 AV NE
Mailing Address
Fiellevue, WA 98007
City State zip
e Address or Vicinity of
Type of Work to be D
Permit No. 30S
Issue Date
Sarne
Name
Mailing Address
City
State License Number
State - Zip
447-0700
Telephone Number
Work in Connection With: 0 Sub or, Plat El Single Family El City Projects
0 Commercial 0 Multifamily 9 Utility
Pavement Cut: 0 Y 0 N
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed
by City forces, at which time a debit or credit will be processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Public Works: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffic' Control to be in accordance with City regulations.
.0 All street -cut ditches must be patched'with asphalt or City approved material prior to end of working day;
no exceptions.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature7re Date: 8/23/88
V Owner or Contractor
This Permit Must Be Posted at the Job Site For Inspeiction Purposes
Call DIAL -DIG Prior To Beginning Work
ISSUED BY: PERMIT FEE: ip �r' b')
bf V
Time Authorized: Void after 30. days. Security Deposit:
Special Conditions:
Receipt No.: —
Fund I I I Fee:
Amendments: Street Cut Dimensions:
X
NO WORK TO BEGIN PRIOR TO. PERMIT ISSUANCE
Eng. Div. July 1985
FIELD INSPECTION NOTES (Fund 11P Route copy. to Street Dept.)
Comments:
I Diagram:
CONTRACTOR -CALLED FOR INSPECTION 0 YES El NO
Partial Work Inspection by P. W.:
Work Disapproved.By: Date:
FINAL APPROVAL BY:` Date:
Eng. Div. July
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SO1_INP'IEW PLACE
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41 L z," miN. COMPT. PEPTU, r_L*E3`A6P",QL'T1C CONCRETE
EO. 3'OFF RAP FIT FIT'14, CRvS1_1EP 5URFA(�:tN(SJOP COURSE
C� 2" MIN. COMPT PE
4" MIN. COMFIT PEPTI4,CRU!5t4Ef7 6UP,174CIN6,5ASe COUF<51
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AHEH Wit Rc:QUIFIE
e
6EPEF?4il� REVIEN
APPRO��L 8Y C/7V'
QDZ I
Qr
TYPICAL ROAl2 SECTION
S
7 -1B 7
N.T S.
NOTE
1. EXISTING UTI�ITIES MAY VARY FROM LOCATIONS SHOWN ON THIS PLAN. THE
SHALL NOTIFY THE ENGINEER OF ANY DIFFERENCES THAT ARE
CONTRACTOR
GENER4L NOTES.
DISCOVERED THAT MAY CAUSE A CONFLICT MTH THE APPROVED DESIGN.
If)
1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPRO XIMAT E ONLY
2. FOOTING DRAINS ARE TO BE CONNECTED TO THE DRAINAGE SYSTEM. IF FOOTING
AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT
T ELEVATIDNS ARE LOWER THAN THE DETENTION SYSTEM OVERFLOW, -THEN FOOTINGS
LOCATIONIS) OF ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR
SHALL BE CONNECTED TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE RESTRICTOR
LU
DISTURBANCE.
CATCH BASIN.
11
2. ALL CONSTRUCTION SHALL CONFORM TO THE 'STANDARD SPECIFICATIONS FOR
3. THS PLAN ALLOWS UP TO 5000 C.F OF ADDITIONAL IMPERVIOUS AREA ON LOT
13
MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE
1, SHORT PLAT NO. S-7-87, WITHOUT MODIFICATION TO THE DETENTION SYSTEM.
CITY OF EDMONDS. AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS
4. ALL ROOF AND FOOTING DRAINS TO BE 4. PVC 0 2.00% MIN. SLOPE UNLESS
R11
PLAT.
OTHERVIISE NOTED.
3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE
CONTRACTOR SHALL NOTIFY THE CITY OF HIS SCHEDULE IN SUFFICIENT TIME To PERmi r
INSPECTION PRIOR TO AND DURING THE WORK.
4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE
INSPECTION OF THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR ROAD AND
UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE
SED�MENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THESE
FAC LITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING, AND
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND THE POTEN rIAL
OF ON-SITF EROSION HAS PASSED.
7. UNLESS OTHERWISE NOTED ALL STORM SEWER PIPE SHALL BE CONCRETE (CP) NON.
REINFORCED, ASTM C- 14 (24"DIAMETER AND LARGER TO BE REINFORCED, ASTM C-761.
8. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS
F_ OF W14A RF STRE6T
L /4 OL YAMCMIANDR Y NO 5054
9. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM
Off& 7 )VIlf.4f aDEN1110 IJ DM&7-
10 ALL CATCH BASINS TO HAVE LOCKING LIDS.
LY MR LADDER � RfJTX1C;rCK
M VISIBLE 6) ONf EDW Of C
IINI 7 P 70? Of Wrf fZ. 4 3. 0 0
DEVELOPER
CM IN, ZX L B MPU17Y,
A.R. CONSTRUCTION
JUCK WHZIY 6A rf
6306 - 215TH ST S.W.
JLJOf IS DOWN A&0 40yMialy fL. 4 1. 2 5
V.-Ir
MOUNTLAKE TERRACE, WA. 98043
- - �Q
WILDED WWAM t
PHONE: 775-9346
Z4- DDER
J7AIYDAAD 6ALV LA
BENCHMARK
L I FT GATE C/C/ I NIN J;rfPJ ( TrRICAL)
Ca:5(!,-4E)E
INVERT OF SEWER PIPE OUT OF MANHOLE LOCATED NEAR
GULVEP,:7, lNr-.
THE WESTERLY SIDE OF SUBJECT LOT 5.
INVERT ELEVATION = 36.00
C? 3 '_ -3(D "CM R
1wV 37
f:7), 7
NOTE
TOPOGRAPHY AND BENCHMARK DEPICTED ON THIS PLAN
WAS TAKEN FROM BOUNDARY 6 TOPOGRAPHY SURVEY
PREPARED BY ANDERS LAND SURVEYING, JOB NO. 561,
MAY 27, 1991,
3' CIZAAANCt
DATED
B- CAXNBAYIN
5 .1!
HOLE 3 Ys=, DIA
A
I C/ h boo 101 64rk S, j
0
IN /Z 6AME PLATf e
W&D AO CMP 0TOW
ORIFICE TO Oe
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SHOP DFZI U_e[D.
(A T01 BAS IN A0. 2!
RfSTRICTOA DUAIL
NOM., Alelt JIMIN ?.if Aj AW
.11118,19cf.r wxrm AIMM-
IZZOANO WAIM0 w/AJfP//X1,r
cmezrMewr 0 x 0,ernew -
fv�,
EXPIRES 7,64/-jj
RECE:IYED
OCT U I'
PERMIT C6 UNTER
IMEMA111011
rOR
ART RUNKEL
�A
IN NE 1/4, SECTION I3,T27N.,R.3E.,W.D
CITY OF EDMONDS, WASH I NGTO)l
1) REV FER CITY REVIEW 3 -10 - Q2 w
Lovell-Sauerland &Associates
Engineers /.Surveyors / Planners / Development Consult'.
19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98037 - (206) 775-1591 - (206),340-(( ,
DRAWN CHECKED' DATE
1 1 F,B, SCALE FUE NO.
MM I r 1: 2(o, 1 2 7 S'
SH EET I OF
IMPERVIOUS AREA
PRE 1977
YEAR ITEM PERMIT No.
1969 NEW HOUSE AND DECK 69-0002
1977 FAMILY ROOM AND DECK 1977-0510
19XX SPORTS COURT
POST 1977
1984 FAMILY ROOM ADDITION 84-0421
(UNDER EXISTING DECK)
1987 ADDITON TO MASTER BEDROOM 87-0290
(OVER EXISTING DECK)
2006 REMOVAL OF IMPERVIOUS 2006-1237
CONCRETE PATIOS AND
REPLACE
2008 PROPOSED KITCHEN ADDITON
T,
,-,nonr)'vr--0 P's VAOTEI)
SQ. FT.
2120.5
957
1282.39
--7q,S,IC) ImpAw'605
118.5
RESUB
JUL 24
BUILDING DEPARTMENT
CRY OF EDMONDS
GENERAL NOTE
1. GEN ERAL CONTRACTOR AND SU BCONTRACTORS SHALL BE RESPON51 BLE FOR VERI FYI NC7 ALL DIMENSIONS PNITH
ARCHITECTURAL, MECHANICAL, AND
ELECTRICAL PLANS IN THE FIELD AND ANY DISCREPANCY INHAL BE BROUGHT
TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCING VqORK.
2. ALL CONSTRUCTION PER I.R.C. 2003 KKAC AMENDMENTS AND 2004 VqASH-
IN6TON STATE ENERGY CODE & 2005 I.M.C. KViAC AMENDMENTS.
5. ALL FOUNDATION PLATE5 OR BILLS SHALL BE PRE59URE TREATED DOUG-
LA5 FIR AND BOLTED TO THE FOUNDATION V41TH 1/2 " VIA. BY 10 " INCH ANCH-
OR BOLTS (A301A.B.) BOLTS AT 4'ON CENTER YqITHIN 12"OF THE ENDS, AND
MINIMUM OF 2 PER PIECE NITH ONE DOLT LOCATED NOT MORE THAN 12" OR
LE59 THAN SEVEN BOLT DIAMETER FROM EACH END OF THE PIECE. THE
BOLTS SHALL HAVE A qO DEGREE HOOK OR HEAD EMBEDDED A MINIMUM OF
7 INTO THE CONCRETE. ALL INOOD IN CONTACT PNITH EARTH OR CONCRETE, SHALL BE PRESSURE TREATED.
4. ALL HORIZONTAL FRAMING LUMBER, SEE DRAY41N6 52 FOR LUMBER NOTES
5. FLOOR JOISTS SHALL BE BLOCKED AT ENDS & OVER EACH SUPPORT BY 2X.
6. CONTRACTOR TO SUBMIT ROOF TRU55 CALCULATION5 BY MANUFACITUR-
ER TO BLV&. DEPT. TO INSTALLATION. ROOF TRUSSES TO BEAR MANUFACIT-
URER'S STAMP BY AN APPROVED PLANT AND HAVE QUALITY CONTROL STAMP ETC., ON EACH TRU55 & TO BE REVIE
INED BY BUILDING DEPT.
1. CONCRETE COMPRES51ON STRENGTH TO REACH A MINIMUM OF 2900 P51
AT25DAY5. MINIMUM OF 51/2 SACKS OF CEMENT PER CUBIC, YARD,
5. FOUNDATION 51ZES ARE BASED ON A MAXIMUM TOTAL LOAD BEARING SOIL
PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UND15-
TURBED SOIL.
q. ATTIC, VENTILATION PER I.R.C. SEC. R806.1 & R806.2 "THE NET FREE VENTIL-ATINC7 AREA SHALL BE NOT LE55 THAN
1/150 OF THE AREA OF THE SPACE
VENTILATED. EXCEPT THAT THE AREA MAY BE 11500, PROVIDED AT LEAST 50% & NOT MORE THAN 60% OF THE REQUI
RED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
VENTILATED AT LEAST VABOVE EAVE OR CORNICE VENTS VqITH THE BAL-
ANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVES OR CORNICE
VENTS."
10. FOUNDATION VENTILATION UNDER FLOORAREA SHALL BE VENTILATED
PER I.R.C. SEC. R408.2 OFENINC79 IN EXTERIOR FOUNDATION ViALL5 SHALL
HAVE A NET AREA OF NOT LE55 THAN 1 50.FT. FOR EACH 150 50. FT. OF UND-
ER FLOOR AREA.
11. EXHAUST FANS, RANGE HOODS, AND CLOTHE5 DRYERS SHALL VENT TO
OUT51DE & MIN. 56" AVqAY FROM ANY OPENING & PV UL 181 LISTED RATED
"DUCT".
12. NAILING AS REQUIRED PER I.R.C. CHPT. 6, TABLE R602-9(1) UNLE55 OTHER
-YqISE NOTED, SEE DRA4NIN(5 52.
13. ALL EXTERIOR VqALL5 SHALL HAVE FLYINOOD OR 05B UNDER SIDING, UN-
LE55 SIDING OTHERIN15E NOTED ON PLANS.
14. EXTERIOR YqALL5 CONSTRUCTION REQUIRES BRACING PER I.R.C. R602.10
15. PROVIDE #15 FELT UNDER ALL EXTERIOR SIDING.
16. ALL INTERIOR VqALLBOARD (63N.B.) SHALL BE 1/2" UNLE55 OTHERV41SE
NOTED.
11. ALL INTERIOR DOORS SHALL BE 15/5" THICK.
18. ALL TUB AND SHOVqER ENCLOSURES SHALL BE NIRED, SAFETY OR TEMF-
ERED GLASS VqITHIN 60" OF FLOOR.
1 q. TUB AND SHOkNER RECESSES SHALL HAVE 1/2 1 NCH ViATERPROOF GYP-
SUM YqALLBOARD. VqALL5 SHALL HAVE HARD MOISTURE RES15TANT SURFACE
UP TO VABOVE FLOOR.
20. ALL 6LAS5 VqITHIN 15" OF FLOOR AND V41THIN 24" OF ANY DOOR SHALL BE
TEMPERED PER I.R.C. R308.4
21. MAXIMUM V41NDOVi SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM SHALL
BE 44" AND kNINDOVq5 IN BEDROOM SHALL HAVE.NET CLEAR OPENING OF 20" MINIMUM VqIDTH AND 24" MINIMUM HEIG
HT AND A NET CLEAR OPENING OF 5.150. FT.
22, ALL SKYLIGHTS SHALL USE 3/16" FULLY TEMPERED SAFETY GLAZING MOUNTED ON 4" RIM ABOVE THE, ROOF. SPA
CING BETINEEN SUPPORTS FOR FLAT
NIRED GLAZIN6 IN ONE DIRECTION SHALL NOT EXCEED 25" VqHERE SLOPE 15 LE55 THAN 45 DEGREES.
23. ALL NINDOVqS & CYLA55 SLIDING DOOR FRAMES SHALL BE VINYL NITH
THERMAL BREAK.
24. ALL APPLIANCES INSTALLED IN 6ARAGE5 PER I.M.C. KYqAC, AMENDMENTS.
25. COMBUSTIBLE AIR (FURNACE) PER I.M.C.
26.5HEF-T METAL DUCT kNORK FER I.M.C.
21. VENT CONNECTOR5 ALLOVNIED ONLY IN SAME ROOM INITH APPLIANCE PER I.M.C.
28. HEATING UNITS SHALL MAINTAIN 100EG. F AT VABOVE FLOOR INHEN OUT
-DOOR TEMPERATURE 15 10 DEG. F.
2q. ASPHALT SHINGLE5 SHALL HAVE #15 FELT UNDERLAYMENT, 5 TABS, & BE
APPLIED TO MINIMUM 4" IN 12 (HORIZON) PITCHED ROOF.
30. NOOD SHAKES AND SHINGLES PER I.R.C. RqOS-2,4,5&6
31. FIRE STOPPING, DRAFT 5TOPPIN, AND FIRE BLOCKIN6 PER I.R.C. R602.8
92. METAL FIREPLACES SHALL HAVE GLASS DOORS AND BE INSTALLED PER
I.R.C., I.M.C. AND MANUFACTURERS SPECIFICATIONS.
33. SECURITY, IF APPLICABLE:
A. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE! IN51DE kNITHOUT
THE USE OF A KEY OR ANY SPECIAL KNOVqLF_V&E OR EFFORT.
B. EVERY ENTRY DOOR SHALL HAVE A V151TOR OBSERVATION FORT.
C. EVERY ENTRY AND GARAGE DOOR SHALL HAVE A LOCK5ET INITH
DEADSOLT OR DEAD LATCH VqITH AT LEAST 1/2" MIN. THROVq.
0. DEAD BOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON
ALL PATIO DOORS (SLIDING) AND OPERABLE NINVOINS. LOCK CASE
MOUNTING 5CRENS INACCESSIBLE FROM OUTS.
34. HOU5E-GARAGE OCCUPANCY SEPARATION: I.R.C. SEC. R30q.2
A. 5/6" TYPE "X" GYPSUM VqALLBOARD ON CEILIN6 AND EACH SIDE, ALL
VIALL6 AND 5/8" ON ALL CEILINC79 VqITH FLOOR OVER.
B. GARAGE TO DINELLINC-7 DOR SHALL BE 5ELF-CL05ING, TIGHT-FITTINC7
SOLID CORE, YqEATHER5TRIFFED AND 15/8" MIN. THICKNESS.
C. DUCTS PIERCING FIRE SEPARATION ViALL SHALL BE MINIMUM 26 CA.
GALVANIZED STEEL. SEC. R30q.1.1.
55. ENERGY NOTE5:5EE FLOOR PLANS FORADDITIONAL NOTES AND VENTIL-ATION.
A. INSULATION:
A.1. ROOF VqITH VAPOR BARRIER ON NINTERY4ARM 51DE R-38
A.2. EXTERIOR ViALL R-21
A.3. FLOOR OVER UNHEATED SPACE R-30
A.4. BASEMENT INALLS, TO BELOIN G RAVE LINE R-21
A.S. FLOOR SLAB ON GRADE (2"X24" RIC710 INSULATION AT
PERIMETER) R-10
A.6. FURNACE DUCT IN UNHEATED SPACES TO 12" MIN.
BELOIN EXTERIOR FIN15HED GRAVE R-5
B. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE
GLAZED, U-0.35
C. EXTERIOR DOORS SHALL BE PqEATHER5TRIPPED AT HEAD AND JAMB
D. EXTERIOR JOINTS AROUND ININDOVNIS AND DOORS FRAMES SHALL BE CAULKED, NEATHER STRIPPED OR
GASKET.
OWNER
MIKE LANNING
CHRYSTAL LANNING
ADDRESS
18604 SOUND VIEW PL.
EDMONDS. WASHINGTON 98020
4257441893
LEGAL DESCRIPTION
LOT 7 AND 8 EDMONDS SEAVIEW TRACTS
BLOCK B, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUMN 3 OF PLATS, PAGE 70
RECORDS OF SNOHOMISH COUNTY, WA.;
TOGETHER WITH VACATED OCEAN AVENUE
LYING WESTERLY OF AND AJACENT TO SAID
LOT 7 AND 8
TAX ACCOUNT NUMBER
434600200700
LOT COVERAGE
LOT AREA
ALLOWABLE COVERAGE (35%)
EXISTING COVERAGE
HOUSE AND PORCH
WEST DECK
EAST DECK
NEWCOVERAGE
ADDITION
TOTAL
PERCENT COVERAGE
IMPERVIOUS AREA
EXISTING
TOTAL EXIST
NEW
TOTAL AREA
LOT DATA
ZONING
SET BACKS
HOUSE (including eaves)
WEST DECK
EAST DECK
DRIVEWAY
EAST WALKS AND PATIO
SPORT COURT
FRONT
SIDE
BACK
HEIGHT CALULATIONS
ADDITON
POINT A
POINT B
POINT C
POINT D
AVERAGE
ALLOWABLE
ACTUAL
EXISTING
ADDITION
T
b
0
0 0 0 0
'Nothing in this permit approval process shall be
interpreted as allowing or permitting the
maintenance of any currently existing illegal,
nonconforming or upperwitted building, structure
or site condition which is outside the scope of the
germit application, regnrdfle.,�3 of whether such k
uilding, stnlature Or 0011dition iF shown on the
ite Ian or drawing. Such building, structure or
si
co a
nTition may be the subject of a separate
enforcement action."
�ELEV. 55.
17,000.00 S.F
5,950.00 S.F
EAVI
...... (linch
2,365.00 S.F
333.33 S.F 01-011
0111
1 -011
Oil
179.80 S.F.
112.50 S.F
2,990.63 S.F
17.59%
b Cf) EXISTING SPORT5
In COURT
C\1 i
2,740.00 S.F
282.77 S.F. '00
129.21 S.F. 0
1,6.93.11 S.F
795.10 S.F:--2�O& NfWJ7MkN(005
1.282.59 S.F.-Vel�' AOCI-7 Z
0
0
5,640.19
z
118.50 S.F LU
5,768.69 S.F
a
W4�
LU
I
ELI
0
Sf
--p
Lob
To
I -
os�
U1
b--.:
I - - -
- - - -
RS-12
5b
ALLOWABLE EXISTING
25 FT, 45
FT.
10 FT. 11 &37
FT.
25 FT. 51
FT.
A(z
a 0
0 4
50.85 FT.
APPROVED BY PL NNI G
55.00
55.00
64.09 FT.
56.24 FT.
Zone Comer -Flag
81.24 FT.
SetbAcka,
BAWred
-Actual
Front Al
(.0
>to
Sides
to
3-1
77.72 FT.
Rear
/0
71.05 FT.
OtherW
to
_412
>/O
HeiSht
?_!r
/ Y, if(
5EkNER EA5MENT # 1 q64512
VACATED OCEAN AVENUE
'0
0
LEV. 55.00
N Bei 261 .00" 1-
51TE PLAN
0"Cale V = 10,
DATUM: ELEV. q1.51
PER DECLARATION OF VIEVN
RESTRICTION5 RECORDING# 200205220531 mNORT
(Top of the southern flange bolt on firehydrant
located on the east side of 5oundview Place @
approximately the mid point of the southeasterly
lot line)
FILE
?r
IN
F.
En
"t
RECEIVED
JUN 119�`2008
BUILDING DEPARTMEN"
CITY OF EDIVIONINS
10,
4,
- a
JUL 2 4 20,01,51
BUILDING DEPARITOENT
CITY V: EM10NDS
'5�k /oko
STREET FILE
RECEIVED
JUN 1. 9 -'2008
BUILDING ETPAHT�gNT
fjo I c;
Wv OF ED