264 BEACH PL.PDF11111111111111
10215
264 BEACH PL
TAX ACCOUNTIPARCEL NUMBER: .2-70,,J,�:3M 4 Co 30o
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
4k og 115 9
CRITICAL AREAS: DETERMINATION: 0 Conditionat Waiver Study Required Ej Waiver
DISCRETIONARY PERMIT #'S: sm css I AA'U -00�W Aral A -A)
DRAINAGE PLAN DATED: 4
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: —
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LOT:
LID #:
BLOCK:
LATEMP\DSrs\Forrm\Strect File Checklist.doc
4
"C. 1
#.P20
City. of Edmonds
Development Services 'Department
Planning Division
Phone: 4�5.771.0220
Fax: 425.771.6221
0
Date Received: 5"/30/ OT
City Receipt#: N4
Critical Areas File M Q E-> — CD 1,
Critical Areasthecklist Fee:— $135.00
DateMeffeeKoApplidani:_* 18-0(o
I
The Critical Areas Checidisit contained on this form is to A property owner, or his/her authorized representative,
be. filled out by any. per�ori. preparing a Development must fill out'the checklist. sign and date it, -and submit it
Permit Application for the City of ds to the City. The+..City will review the ch ecklist,.make a
...,Edmon prior to,
his/her su6iftal: of the application to the: Ci precursory site visit, and make a determination of the
ty-
The s subsequent�steps necessary -to complete addvelopment.*
purpo, e.of.the Checklist is to enable City staff to
det permit application.
ermine whether any potential Critical Areas are, or..7
may be, present on- the subject property. The information Please. submit a vicinity map, along with. the signed cop . y
needed- to.-complOte-the' Checklist'---shbuld : be easily"' 'of this form tb:assi§i City 8taftin fihdin' ''and locating the
9
available from observations of the site or data available at specific piece of piri, ;des6rib�-,d on this form. . In
..City. Hill (Critical areas inventoriesi, maps, or soil ..add th .,.applicant. shall: include other. pertinent
ition, . e
surveys)- information (e.g..,site plan, topography -map, etc.) or
studies.in conjunction with this Checklist to assistant staff.
in completing theitprelirhinaiy-asses§ment:of the,siie.
Tbe undersigned 'applicant and-his/her/its heirs, and assigns, 'die
in consideration. on processing of ihe application agrees
to release, indemnify, defend- and -hold. the' City.of Edmonds --harmless from -any. and all damages, includin r . easbriable
.9
attorney'S fees., arising from any. adion� or infraction. based, -in, whole -or part,; upon false,. misleadin A t
g, inaccura, e or
incomplete informitionfurnished by the applicant, his/her/its agents or e loyees.
Mpl.
By my signature, 1.6ertify that the ffiformationand exhibit's herewith . submitted a I re true a I nd correct to the best of my
knowledge and that I am authorized to file thisapph atio n the behalf of the'; -.owner a's listed �bel'
ow.
SIGNATURE oF APPLicANT/AGENT, DATE �9t-; 36* 0'r
Pfo'perrty Owner"i'Auth6rization
.By MY signature,� I certify that I haveauthorized the above Applic'ant/Agent to apply'f6f& subject land use application,
and grant my permission fortheppblic officials, and the staff of the City of, Edmonds to enter the subject property f0i the .
purposes of inspection and posting attendant to thisapplication.
SIGNATURE OF OWNER 0 -F 3o
'DATE; I?---
Owner/Appficanti.-
C
Name
2- P1 Ige" P/.
Street Address
04— d> 0
City State Zip
Telephone: '77 1 `0 16 4?
Applicant Representative,
Name
-7 0 ot; AA _5
Street Address
,6J11A 2-
City State Zip
Telephone:_Z/24'� -7 7
Email'address (optional): Email Address (optional):
R, C E I V E 0
#P20
3 0 7005
CA File No: 05-A53
r.rifir-M Arpq (' hPr_k1i_qt
PLANNING DER
Site Information (soils/ topography/ hydrology/vegetation)
l.. Site Address/ Location: 2- 6 Zf - /01. 4�A- �,P 6 2-
r
2. Property Tax Account. Numbei. .103 1-6. 004 %`$V? 0, 6 4 603 MO 9�
3. Approximate Site Size (acres or square feet): 14 R S- -S.!e ce,,r_ e -TR
4. Is this site curren developed?
tly yes; no.
Ifyes; how -is'. site� develo'pied? Re-S 0"�re_ 15"CA 'e'd"It'a -f -.0 de *1;0/,�,
5. Desciibe.-thei general site topography. Check all -that apply.
Tlat*. less than.5-feetelevation change over �entire, site.
s_Q - ri,. si.,e generally rtic 1. ver a horizontal
less than . 15% (a ye M.. rise of '07fe6t.o
distance of 66-feet).
t' more than 15 % and less than' 30 0/. (a"VerficAl'rise of 104eet
Hilly: presen -on site:6f'.'
.',over ahorizontal- dikan c-e',6f-33 to 66-feet).
Steep:,, zr-Oes, of greater than 30%present on site (a vertical- rise of 10-feet over a horizontal
distance of less than 33-fe.00-
Other (please d6
scribe).
:T-7777777 --- 7.
6. Sitie-contains areas of d- A "D th'
year-roun standing water- W 0 pprox. ep
7. Site conitain§ areas of seasonal standing water: I; Approx.. Depft
What season(s),of. the yea ri?
8. Site is iivthePoO�,ay i'AO floodPlain ....,df�aw.a 4!Ks-e-
tqj, �6,
9. Site' contains -a creek �or an area where water flows across the grounds surface? . Flows ar! e yearrr9pnd?
Flows are seas al 41-b (Wha ear
onk t thne of, Y!
7
10.- Site is primarily.- forested meadow shrubs nux� e d
urban landsc aped (lawn, shrubs etc)
is present omsite:'
11. Obvious *,etland-:_
0
For City Staff -M6 Only =40 2-
1. Plan Check Numbe 4 if a0p h6bW!
NN
2. Site is Zoned?
3. SCS mapped soil type(s)? LA r 6A,,.: I a�
4. Critical Areas inventory or C.A. map indicates,Critica.1 Area on site? 5 - S-e-4- cr.,iz, ZZA
5. Sitewithin designated earth subsidence landslide haz'4rd area?
5-ri -'44--p". -ts"L
DETERMINATION
5TUDY REQUIRED WAIVER
-))Ik Date-
Revie�ved by-
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
.264 Beach Place
Tax Acct. Number:
27-0323-004-003-00
Determination:
Study Required
Determination #:
CA-05-153
Applicant:,
Rich Lindsay/Parks Dept.
Owner:
City of Edmonds
r-
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-05-153)
During review and inspection of the subject site, it was found that the site is,within a
Seismic Hazard area, and is adjacent to the Puget Sound, which is considered a
Frequently Flooded Area and a Fish and Wildlife Habitat Conservation Area pursuant to
Chapter 23.40 through 23.90 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 th ' at 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. I
General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110
through 23.40.140.
DEFINITION AND STUDY REQUIREMENT — SEISMIC HAZARD AREA
It appears that this property contains or is adjacent to a Seismic Hazard Area.
• Seismic Hazard Areas are areas subject to severe risk of damage as a result of
earthquake -induced ground shaking, slope -failure, settlement, soil liquefaction, lateral
spreading, or surfacer faulting. Settlement and soil liquefaction conditions occur in areas
underlain by cohesionless, loose, or soft -saturated soils of low density, typically in
associatiorf with a shallow ground water table (see ECDC 23.80.020.C.).
• In addition to the general requirements for Critical Areas reports referenced above,
specific Critical Area report requirements for Seismic Hazard Areas are provided in
ECDC 23.80'.050. subsections A through E, and H.
DEVELOPMENT PROPOSALS ASSOCIATED WITH SEISMIC HAZARD AREAS
Development is restricted within a Seismic Hazard Area.
The following activities are allowed in a seismic hazard area as consistent with ECDC
23.40.220 - Allowed activities, Chapter 19.10 ECDC - Building Permits — Earth
Subsidence and Landslide Hazard Areas, and Chapter 18.30 ECDC - Storm Water
Management, and do not require submission of a critical area report:
o Construction of new buildings with less than 2,500 square feet of floor area or
roof area, whichever is greater, and which are not residential structures or used
as places of employment or public assembly;
o Additions to existing single -story residences that are 250 square feet or less; and
o Installation of fences.
Other projects that will intrude into seismic hazard areas will require a report by a
licensed Geotechnical Engineer per ECDC 23.80.050.A.
Activities proposed to be located in seismic hazard areas shall meet the standards of
ECDC 23.80.060, Development Standards — General Requirements.
FREQUENTLY FLOODED AREAS
On the * Flood Insurance Rate Map, Panel 1292, this site is in an area determined to be
outside the 500-year floodplain (zone X), but it is very near a special flood hazard area
inundated by 100-year floods (zone AE), with a base flood elevation determined as
elevation 8 (see flood map for elevation datum). I checked with Don Fiene, Assistant
City Engineer, and former Stormwater Engineer, and he has stated that Dick Slye's
basement (260 Beach Place north of this site) was totally flooded during the
1996-1997 rain on snow event, and the apartments had some flooding too. Therefore,
it would be prudent to consider the base flood elevation and roundwater levels
9
(including tidally influenced water levels) in the design of any new structures or
improvements. I
FISH AND WILDLIFE HABITAT CONSERVATION AREAS
The site is adjacent to Puget Sound, which is a mapped Fish and Wildlife Habitat
Conservation Area, considered a water of the state, and is home to fish that have been
federally designated as endangered or threatened. No specific buffer is required along
Puget Sound by our Critical Areas regulations. This site appears to drain through
Olympic Beach Park to the Puget Sound. The narrow strip of grass and landscaping in
the park, which is about level with this site, appears to reduce the impact development
on this site would have on Puget Sound water quality. As of the field visit in September
2005, and prior to the demolition of the house, the site had no native vegetation. The
City would like to retain and increase native vegetation along Puget Sound to improve
Fish and Wildlife Habitat Conservation Areas.
With any development proposal, if there is a concern regarding the impact of the
proposal on the Fish and Wildlife Habitat Conservation Area, the City reserves the right
to require recommendations from the Washington Department of Fish and Wildlife,
require erosion control measures, require planting of native plant species to mitigate for
loss of vegetation and take other measures needed to protect the Fish and Wildlife
Habitat Conservation Area.
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.
Meg Gruwell A�4 Aprill7,2006
Name Usignature 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.
0
3
PA_Ab,-X IaZ
LA
RECEIVED
SEP 15 2005
BVILDING DEPT.
tot-
tv
d.L�
60� 25
f3e-e-e-VN Flo-c-e- I foe 0 -
STREET FIL
I Pi's f �,,- k i-
lit
0 v U-1. 0-Y
ED AS
DaWl
ALL EXPOSED SUI
BE CbVERED WIT
IS RESPONSIBLE F
)L AND DRAINAGE
FIU5-r-t� r-,a
V �, - A i
Vk- !'Y-,r
,ES TO
2 DAYS
F-g�sifit
sc--\,e PC--lp
SEP 15 2005
BUILDING DEPT.
STREET FILE
Date:
To:
From:
Cc:
Subject:
MEMORANDUM
Edmonds Parks, Recreation & Cultural Services 700 Main St., Edmonds WA 98020
425-771-0230 FAX 425-771-0253 mcintoshAci.edmonds.wa.us
5/23/05
Mr: G.K. Elsharawy, 260 Beach Place, Edmonds
Brian McIntosh, Director, Edmonds Parks &Recreation
Gary Haakenson, Mayor
Duane Bowman, Development Services Director
Demolition of 264 Beach Place
Within the next few weeks the City of Edmonds will be demolishing the cottage
adjacent to your property at 264 Beach Place for the purpose of establishing a view
corridor and,walk-through access for the public to the waterfront. The City's
development plan for this property will be basic landscaping with a lawn area
bordered by a variety of appropriate shrubs and plantings extending to the property
boundaries.
On April 15, 2005, 1 sent a letter to you advising that the City would have the Reid
Middleton Company conduct a comprehensive property survey in the area. They
have completed this survey and I have attached a copy for your review. Please
note that the northeasterly property line of 264 Beach Place includes all of the -
brick paver path and gate and the City intends to develop that area to enable scenic
and unobstructed access and enjoyment for the public to Olympic Beach Park and
the waterfront.
My contact numbers are above if y*ou have any questions..
City of Edmonds
Parks, Recreation & Cultural Services
It? C. 18()13
June 20, 2005
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Mr. Brian McIntosh
Edmonds Parks.& Recreation Department
City of Edmonds
700 Main Street
Edmonds, WA 98020
Mr. David Pater
WA State Department of Ecology
Environmental Review Section
Shorelines Program
3190 1601h Avenue SE
Bellevue, WA 98008-5452
Subject: BEACH PLACE DEMOLITION/RESTORATION.
Dear Mr. McIntosh:
STREET FILE
The City of Edmonds Planning Division has reviewed your request dated May 16, 2005, for an
exemption from the requirement to obtain a Shoreline Substantial Development Permit (SDP).
The purpose of the project is to allow the demolition of a residential structure (a "cottage")
located on property recently obtained by the City of Edmonds. The project is also intended to
restore the property to be compatible with the adjacent, public beach, while enhancing public
access (see attached letter).
Upon review of the project, the City has concluded that the proposed work is exempt from the
need to obtain a Shoreline Substantial Development Permit. In reaching this conclusion, we
reviewed pertinent sections of the Washington Administrative Code (WAC) that potentially
relate to this type of project, including the following:
WAC 173-27-030(6):
(6) "Development" means a use consisting of the construction or exterior
alteration of structures; dredging; drilling; dumping; filling; removal of any
sand, gravel, or minerals; bulkheading; driving ofpiling,- placing of obstructions;
or any project of a permanent or temporary nature which inteiferes with the
Incorporated August 11, 1890
Sister Citv - Hekinan, Japan
SM-401-93
Page 2
is
normal public use of the surface of the waters overlying lands subject to the act at
any stage of water level
WAC 173-27-040(2)(p):
(p) A public or private project, the primary purpose of which is to improve fish or
wildlife habitat orfish passage, when all of the following apply:
(i) The project has been approved in writing by the department offish and
wildlife as necessary for the improvement of the habitat or passage and
appropriately designed and sited to accomplish the intended purpose;
(ii) The project has received hydraulic project approval by the department of
fish and wildlife pursuant to chapter 75.20 RCW,- and .
(iii) The local government has determined that the project is consistent with
the local shoreline master program. The local government shall make such
determination in a timely manner and provide it by letter to the project
proponent.
The basis for the exemption is that the project does not appear to meet the definition of
"development" under the Shoreline Management Act. We reach this conclusion because (1) the
project does not include grading, excavation or filling that requires a City of Edmonds grading
permit, and (2) the site is to be restored to a natural state, with the only "improvement" being an
unpaved . public pathway to allow the public improved access to the ad acent public beach.
j
Although this project does not directly fall under the emption of WAC 173-27-040(2)(p), it is
clearly consistent with this type of activity.
This project is consistent with the City of Edmonds Shoreline Master Program (Chapter 23.10
ECDC), particularly the following policies:
23.10.060 Shoreline use element goals and policies
Goal A. 7. Encourage restoration of shoreline areas that have been degraded or
diminished in ecological value and functions as a result of past activities or
catastrophic events.
Goal A.9. Encourage increased accessibility to theshoreline for a variety of
users and activities.
23.10.075- Public access element goals and policies
Policy B.3. The city should maintain public shorelines, waterways and tidelands
in public ownershipfor continuedpublic access and use.
Polic B.4. The city, where practicable, should acquire key shoreline parcels that
y
become available; such parcels are those integral to necessary expansion of
existingprime beach areas.
Although this project is determined to be exempt from the requirement to obtain a Shoreline
Substantial Development Permit, this determination assumes the following conditions:
1. The demolition and site work are not sufficient in scope to require a City of Edmonds
grading permit.
SM-2001-93
Page 3
91
2. After demolition, all demolition material will be removed from the site. Any hazardous
materials will be handled and disposed of according to Best Management Practices.
3. Demolition and site restoration will ineet the standards for "land surface modification"
under the City of Edmonds Shoreline Master Program, Chapter 23.10.210 ECDC
(attached for your reference). A "restoration "plan" is required to be submitted with the
demolition permit, including (1), a plot plan of the property depicting the proposed native
vegetation plantings and natural pathway providing public access to the beach, and (2) a
schedule for project completion, including references to appropriate Best Management
Practices to avoid erosion or impacts on adjoining property.
Should any of the assumptions and conditions listed above be proposed to be modified during the
project, this office shall be notified immediately so that a determination can be made as to
whether the Shoreline exemption is still valid.
This letter provides an exemption from the need to obtain an Shoreline Substantial Development
Permit from the City of Edmonds; you may wish to contact other State and Federal Agencies to
determine if any further approvals are required.
If you have any further questions regarding this matter, please do not hesitate to contact me at
425-771-0220.
Sincerely,'
Development Services Department - Planning Division
P
Planning Manager
Attachments
c: File No. SM-2005-67
Shoreline Permit Exemption File
171
0
mVTW
each Place
11
C-70
lob
0 0
MEMORANDUM
II
Edmonds Parks, Recreation & Cultural Services 700 Main St., Edmonds WA 98020
425-771-0230 FAX 425-771-0253 mcintosh6ki.edmonds.wa.us
Date: May 16, 2005
To: Steve Bullock, Senior Planner, City of Edmonds
From: Brian McIntosh, Parks, Recreation & Cultural Services
Director
Subject: 264 Beach Place Shoreline Permit
Please accept this memorandum as an official request for exemption in regard to a
Shoreline Substantial Development Permit on City owned property located at 264 Beach
Place in Edmonds. This property is located adjacent to Olympic Beach Park and it is the
intent of the Parks & Recreation Department to demolish and remove the existing cottage
on the property, address any drainage concerns in the vicinity, and follow the existing
"lay of the land" to restore this area with lawn and plantings to connect with Olympic
Beach. We estimate there will be less than 50 cubic yards of grading involved in
completing this project.
I will forward a copy of the proposed prelimnary site plan to you via inter -office mail
today with more detailed drawings to follow if necessary.
Let me know if I can provide any more clarification.
Brian
City of Edmonds
Parks, Recreation & Cultural Services
23.10.210. General regulations — Land surface modification.
A. General. The regulations of this section apply to proposed land surface
modifications landward of the ordinary high water mark. See ECDC 23.10.195
through 23.10.205 for regulations that apply to land surface modifications
waterward of the ordinary high water mark (breakwaters, dredging and filling) and
ECDC 23.10.190 regarding land surface modification incidental to the
construction of a bulkhead or other shoreline protective structures.
B. Land Surface Modification Landward of the Ordinary High Water Mark. Land
surface modifications landward of the ordinary high water mark may be permitted
only if no unique or significant natural area of flora or fauna will be de stroyed and
only for the following purposes:
1. The land surface modification is proposed by a public agency to improve
public safety, recreation Pr access, or is intended to improve a condition of the
natural environment.
2. The land surface modification is part of a development on. the subject
property and is to improve access to a pier, dock, or beach.
. 3. The land surface modification is necessary to provide public pedestrian
access or a public use area.
. 4. The land surface modification is necessary for the structural safety of a
structure.
5. There has been severe and unusual erosion within the one-year period
immediately preceding the application and the land surface modification is to
restore the shoreline to its configuration prior to this erosion.
C. Land Surface Modification Landward of the Ordinary High Water Mark. Land
surface modification landward of the ordinary high water mark is only permitted if
it is necessary for an approved development or use of the subject property or if it
is incidental to landscaping for an existing use on the subject property.
D. Additional Regulations. All land surface modifications landward of the
ordinary high water mark must comply with the following requirements:
1. The land surface modification. must be the minimum necessary to
accomplish the underlying reason for the land surface modificatio.n.
2. Care must be taken to not create any direct or indirect adverse impacts
on any adjoining property or the shoreline of statewide significance.
3. All surfaces exposed during land surface modification must be
revegetated or otherwise covered as quickly as possible to minimize erosion.
4. During land surface modification activities techniques should ' be
employed to prevent erosion and runoff onto adjacent properties or into the
shoreline of statewide significance.
5. Except as is necessary during construction, dirt, rocks, and similar
materials may not . be stockpiled on the subject property. If stockpiling is
necessary during construction, it must be located as far as possible from the
shoreline and strictly contained to prevent erosion and runoff.
6. Materials that will be deposited on the subject property must be clean and
not contain organic or inorganic substances that could pollute or otherwise be
detrimental to water quality or aquatic or shoreline habitats.
7. The city may require that land surface modifications be engineered and/or
supervised by an engineer or similarly qualified professional.
8. The city may require that land surface modifications be restricted to
limited times of the year.
E. Land Surface Modifications in . Conservancy or Natural Shoreline
Environments. Notwithstanding any other provision of this section, land surface
modifications in conservancy or natural environments should not be allowed
unless:
1. It is necessary to rehabilitate a stream, wetland, or otherwise improve or
enhance the natural environment; or
2. It is proposed by a public agency as part of development or use of the
subject property. [Ord. 3318 § 3, 20001.
:;; - -j-
J
FILE COPY
CITY OF EDMONDS LAURA M. HALL
MAYOR
7110 - 210TH ST. SW - EDMONDS, WA 98026 - (206) 771-0235 - FAX (206) 744-6047
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
September 8, 1995
Occupant.
264 Beach Place
Edmonds, WA 98020-4129
RE: Venting of Your Plumbing Fixtures
Dear Occupant:
The city's sewer cleaning records show that the home at this address is
experiencing problems with the venting of some of your plumbing fixtures when
the city crew is conducting cleaning operations of the city sewer line in front,of this
address.
The city's cleaning operation is essential for both you and your neighbors. It
cleans debris in lines to prevent plugs, prevents corrosion and potential future
collapse, and achieves a better flow characteristic in the public sewer lines. We
need to do this often --. perhaps even 3 times a year -- in some critical areas. The
city's cleaning operations typically involves the utilization of a high pressure water
jet.
The problem which occurs at the home is the result of a high pressure surge
through your internal plumbing system. A properly constructed plumbing system
is designed to easily vent this additional pressure withoutany visible impact at
your residence. An undersized venting pipe (or not having enough vents) cannot
handle the pressure surge, and the only release that's available is then through
your toilet (or another fixture). The Uniform Plumbing Code typically requires a 2"
vent, and further requires a separate vent for each plumbing fixture which is
connected to the sewer (a toilet, a sink, a shower). Your home may not have an
adequate venting system (you either have a 1-1/4" vent, o ' r not enough of them),
and you therefore may continue to experience the pressure surges or you may be
experiencing a plugged vent.
The city does not have a choice as far as discharging its responsibility in cleaning
the public sewer line. It is therefore up to you to take corrective measures as to
how to improve your own venting system.
o Incorporated AUgLiSt 11, 1890 0
Sister Cities International — Hekinan, Japan
0
The city has come up with two options that will remedy your problem:
Option #1 Upgrade stack vents for toilets and other fixtures which are
experiencing problems to required sizes.
Option #2 Install a cleanout outside of house per attached
specifications. Enclose box so it can vent properly when
excess pressure is put on house lines. This option would be
the cheapest and simplest way of correcting this problem. At
the same time, it would allow access to sanitary sewer lines if
stoppage should occur. This vent cleanout would allow a
place for backup in lines to go before entering your house and
causing costly damage.
The city would appreciate your expeditious cooperation in this matter. The city
must continue proper maintenance of its sewer lines, but we obviously do not wish
to see continued problems occurring on your property because of poorly designed
vents. A plugged vent will be your responsibility to correct these deficiencies.
We cannot keep notifying you each time we come out to clean the line. It's up to
you to have a plumbing system that conforms to code. Option #2 is a relatively
simple one to construct.
Should you have any questions on these options, please call Everett Akau, Scott
Highland or myself at 771-0235, extension 645 or 647.
Sincerely,
a VC"
Ron Holland
Water/Sewer Supervisor
Enclosure
wordaWsewer\stonel
JIV ss-olx,3
T4
0 Q
0
1 0
0
17
7
Cy_A
e,, o-j� r4 tv4.
P7
I b /8 �-.,
ak-D
4-0 3 17
J ? Ac-4
V
FILE Copy
CITY OF EDMONDS
LAURA M. HALL
7110 210TH ST. SW EDMONDS, WA 98026 (206) 771-0235 FAX (206) 744-6047 MAYOR
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
8 9 0 C�
September 8, 1995
Hal Stone
14277 Worden Way
San Jose, CA 95070-5434
RE: Venting of Your Plumbing Fixtures at 264 Beach PI., Edmonds, WA
Dear Mr. Stone:
The city's sewer cleaning records show that the home at this address is
experiencing problems with the venting of some of your plumbing fixtures when
the city crew is conducting cleaning operations of the city sewer line in front of this
address.
The city's cleaning operation is essential for both you and your neighbors. It
cleans debris in lines.to prevent plugs, prevents corrosion and potential future
collapse, and achieves a better flow characteristic in the public sewer lines. We
need to do this often -- perhaps even 3 times a year -- in some critical areas. The
city's cleaning operations typically involves the utilization of a high pressure water
jet.
The problem which occurs at the home is the result of a high pressure surge
through your internal plumbing system. A properly constructed plumbing system
is designed to easily vent this additional pressure without any visible impact at
your residence. An undersized venting pipe (or not having enough vents) cannot
handle the pressure surge, and the only release that's available is then through
your toilet (or another fixture). The Uniform Plumbing Code typically requires a 2"
vent, and further requires a separate vent for each plumbing fixture which is
connected to the sewer (a toilet, a sink, a shower). Your home may not have an
adequate venting system (you either have a 1-1/4" vent, or not enough of them),
and you therefore may continue to experience the pressure surges or you may be
experiencing a plugged vent.
The city does not have a choice as far as discharging its responsibility in cleaning
the public sewer line. It is therefore up to you to take corrective measures as to
how to improve your own venting system.
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0
0
The city has come up with two options that will remedy your problem:
Option #1 Upgrade stack vents for toilets and other fixtures which are
experiencing problems to required sizes.
Option #2 Install a cleanout outside of house per attached .
specifications. Enclose box so it can vent properly when
excess pressure is put on house lines. This option would be
the cheapest and simplest way of correcting this problem. At
the same time, it would allow access to sanitary sewer lines if
stoppage should occur. This vent cleanout would allow a
place for backup in lines to go before entering your house and
causing costly damage.
The city would appreciate your expeditious cooperation in this matter. The city
must continue proper maintenance of its sewer lines, but we obviously do not wish
to see continued problems occurring on your prope�rty because of poorly designed
vents. A plugged vent will be your responsibility to correct these deficiencies.
We cannot keep notifying you each time we come out to clean the line. It's up to
you to have a plumbing system that conforms to code. Option #2 is a relatively
simple one to construct.
Should you have any questions on these options, please call Everett Akau, Scott
Highland or myself at 771-0235, extension 645 or 647.
Sincerely,
0" " � a, J(
Ron Holland
Water/Sewer Supervisor
Enclosure
wordata\sewer\stone2
S U 0 T- 5 +e- 3 rn A ( SK :
4-� -pv C— (�-k (Q A s ve�,J�, )
pvc ti 5, -0 � x s 15 6t
rs y
1/4, " D, i
o,
0 1 Y-. *:;
14" ?V(- 9\1)� le -AP
0 0
I cloo
F.
Air
0
890 - Jo4 -
CITY OF EDMONDS
2.50 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 o FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning 9 Parks and Recreation * Engineering
October 7, 1993
OCCUPANT
264 Beach Place
Edmonds, WA 98020
LAURA M. HALL
MAYOR
The City of Edmonds does not have any records showing the sanitary
sewer line located on Dayton Street and Admiral Way serving your
property, nor do we have,any contracts stating the City will maintain
this line'past the City right-of-way.
I have checked all easements and found no contracts that grant the City
access to put such a utility in this area which is considered private.
property. If you have anything that states otherwise, please send us a
copy and we will make corrections to our files.
Unti.1 we hear from you, we will assume this line is a private structure
and maintenance on this lin e is the responsibility of the association
using such a structure.
Sincerely,
Ron Holland
Water/Sewer Supervisor
RH/l k
cc: Noel Miller
Superintendent of,Public Works
Attachment
MATUSKA/TXTSEWER
e Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
0 C,�,-� T-e_sfzol�,j-s4-%j)., '9
41
js Nv
If a -)��
Lirm. cc�.AAP rAiv
smopftojs
>
CENTE it
lk t" I cl
b
10
DAYTON ST*
WK
lqc) A A.
Ito
3
*0
�m lelwr- Roo Ift TEL
110
130
'rwXflc
P�-;YAk- A
1600 ISO
gtilW�as or -A P%,;^-Ve woo
Ae C-Lus
0
0
A
po
ZA
N
AYTON ST.
CITY
TMAIMENT Oil
PLANT sws
z
JAIPI
ALOP
�.ALDAR $1
sumser
z
32
ONO
so
CITY OF EDMONDS
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 e (206) 771-3202
OFFICE OF THE CITY ENGINEER
June 15,
Hal R. Stone
Ardean L. Stone
14277 Worden Way
Saratoga, Ca.* 95070
Dear Mr. and Mrs. Stone:
SUBJECT: ' 2*64 Bea-ch- Place',' Edmonds
HARVE H. HARRISON
MAYOR
1982
STREET FILE
I received your letter regarding your property at 264
Beach Place. Your property is.bounded on two sides by City
property. On the west is the City park,-and.on ' the east*is
the City parking lot. If you desire, we could help youto
determine the boundaries between your property.and the City
property, but we have no records nor authority to determine
the boundaries between you and your neighbors.
If you believe that your neighbors have encroached on
your property, I recommend that you and they meet and mutually
agree on where the property lines are, or obtain.the services
of a licensed professional surveyor. If you are now certain
that there has been encroachment, I recommend that you contact
your attorney.
I am sorry that I cannot help.you any furthbr-in''this'
matter.
Sincerely,
S', TD)
City Engineer
JEA/st
o �nd a 4Ma rt�C
a
June 3, 1982
JUN 71982
Ci�yof Edmonds Dir. Of Public Works
2OG Dayton Street
Edmoi-Lds, Washington 98020
LI_
Dear Sirs;
We own the property at 264.Beach Place, Edmonds, Wash.
Over the past f ew r.noiAI_-,s it was. brought to our attention that
our neighbors on the north side of our property, 1,1r. and 111rs.
Richard Slye, were eiicroaci-ling on us and using o-ar property
without our knoi.-,rledgg or consent. VIe i,-,rrote to Slyes and
asked them to contact us. Mrs. Slye contacted us by telephone
iii February of -I.h--'Ls yeai�, however this conversation was un pro-
ductive.
Mr. and Mrs. Slye have poured cement on.top of our walk-
way; placed a gate across.our walk between our property and the
city park area; hung a metal awning which exteiids over our pro-
perty and drains water onto our walk; and placed signs on our
property.
We have twice removed the signs, and once removed the gate.
We do not like to feel that we have to police our property,
not disturb our tenant.
Mr. and Mrs. Slye took acti n without our knowledg* or
consent in each instance given, �'
and we with to officiall- re-
cord our protest of their actions.
Should anyone in your offices wigh to cont-irct us our
address is:
14277 Wordeii Wa-, Saratoga,, California 95070
Phone is: 408 - 741-5325
Sincerely,
Hal R. Stone*
Ardean L. Stone
C>
A r---�IED AS NOTED
Ppd-_
B1 CNGINEERING
O'dViNER/CO�riRA�CTORISRESPONSIBLE,FO�
12 >- EROSION C;ONTROL AND DRAINMF
14 VICE
0)
5N
CO
ALL-EXPOSEQ SURFACES To
eE COVERED WITHIN 2 DAYS
Y
3 2
.3
Z
2-
I/
M) tj,
-17
-5
A LYt 4WA tZ
. S G r 6-51
Lea
APPROVED BY PLANNING
AJILDING DEPAFITMENT
QlTy OF EDMONDS
STREET FILE
REVISION
N� 0 V - 3 Zu t
BU"D'NG
OFDEEDPMAORTMENT
NOS
STREET FILE
SURVEY NOTES
NOTE 1: FOUND REBAR & CAP, "22969" "12055"t 0.1'
SOUTHWESTERLY, OF PROPERTY CORNER
NOTE 2: FOUND REBAR & CAP, "LSA 12055,, 22969-,
0.1' SOUTHWESTERLY OF PROPERTY CORNER
NOTE 3: FOUND NAIL & WASHER, -.12055, 22969-0
0. V EAST OF PROPERTY CORNER
NOTE 4: FOUND NAIL & WASHER, "12055. 22969",
0. V EAST OF PROPERTY CORNER
NOTE 5: BUILDING #264 CORNER IS ON GOVERNMENT
MEANDER LINE' EAVE ENCROACHES -11.5' NORTHWESTERLY
OF GOVERNME4i MEANDER LINE
NOTE,6: EAVE- OF BUILDING #260 ENCROACHES 0.3'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 7: EAVE OF BUILDING #260 ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 8: EAVE OF BUILDING #264 ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 9: EAVE OF BUILDING #264 ENCROACHES 0.2'
SOUTHWESTERLY OF PROPERTY LINE
NOTE A 0: - FOUND REBAR & CAP, "9567 CHENOWETH".
0.1' SOUTHWESTERLY OF PROPERTY CORNER
03 loe
SEE NOTE 10-
SEE h6fE 2
SEE NOTE S BUILDING
#260
N52754'18"E 25.00
(N51-3.9-E 25' DESC) SEE NOTE 6
TRACT 3, WALKER -BELTS SUBDIVISION, SEE NOTE 7
(AN UNRECORDED PLAT) SEE NOTE I S470-17'04"E 57.2
AREA 1,409 SO FT
0.03 ACRES BUILDING S48'28E 5' .5' DES
#264
"S EE NOTE 9 4,.
LEGEND
S ENCASED MONUMENT
0- AXLE'
0 R.EBAR & CAP
+ PK NAIL OR NAIL & WASHER
OR SPIKE &-WASHER
(AS DESCRIBED).
FOUND 1.5" AXLE,
1.0' DEEP
FOUND SPIKE &
-SEE NOTE 3
WASHER, "RM 4561"
'o,
loe %,b S5Z54'18-W 25.00- (S5V39'W 25' DESC)
SEE NOTE 8
SEE NOTE 4
N5Z54'18"E 3.00' (N51039' DESC). GOVERNMENT LOT 2
REFERENCES N 27"W 91.54 M89 *05'27"W 191.16'.
(S89*47'W 'DtSC) GOVERNMENT LOT ONE
RECORD OF SURVEY REC. NO. 9310205003* LEGAL DESCRIPTION: GOVERNMENT LOT 3
RECORD OF SURVEY REC. NO. 7809260242
RECORD OF SURVEY REC. NO. 7905110159 (PER. CHICAGO- TITLE INSURANCE COMPANY ORDER NO. 5716630, DATED APRIL 7, 2005.)
THAT PORTION OF GOVERNMENT LOT 2 'OF SECTION 23, TOWNSHIP 27
NORTH, RANGE 3 EAST OF WI.LLAMETTE- MERIDIAN, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
STARTING AT THE POINT OF INTERSECTION OF THE SOUTH LINE OF
SAID GOVERNMENT LOT'2 WITH THE VESTERLY LINE OF THE
R -OF-WAY OF THE GREAT NORTHERN RAILW THENCE SOUTH
IGHT AY;
8904.7', WEST ALONG -SAID..- LOT LINE 191. 16- FEET: THENCE NORTH -
51039' EAST 3 EET TO THE. POINT OF BEGINNING OF THIS
40Z
DESCRIPTION;. THENCE NORTH 4.8228' WEST' 57.5 FEET To'THE
GOVERNMENT MEANDER LINE, THENCE NORTH 5*1039' EAST ALONG
SAID'MEANDER LINE '25 FEEr-, -THENCE. SOUTH 48"28' EAST 57.5
001 SCALE IN FEET FEET; THENCE SOUTH - 5 1 *39' WEST 25. FEET TO THE P . OINT
C�/. - I
BEGINNING.
t:y 1+ e
20 0 20 40 (ALSO KNOWN'AS TRACT 3 OF WALKER-BELTz SUBDIVISION, AN Z
FOUND ENCASED CONCRETE
MONUMENT wiTH 2.5- BRASS. UNRECORDED. PLAT.) N\
N DISK WITH "X", 0.3' DEEP
00
SITUATED- IN THE COUNTY OF SNOHOMISH., STATE OF WASHINGTON. 10-
va
BASIS OF BEARINGS:
p
C)
Ao
NAD. 83/91., THE BEARING FROM THE MOST NORTHERLY MONUMENT -AT THE
/INTERSECTION OF'DAyrON ST AND ADMI ' RAL WAY TO THE MONUMENT AT THE &
INTERSECTION OF DAYTON ST AND THE GOVERNMENT MEANDER LINE IS
N37'31'42"E
c2q
NOTES:
11. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET FORTH IN. RCW
58.09 AND WAC 332.1300-090. THE GROUND SURVEY WAS PERFORMED
APRIL/MAY 2005 USING LEICA 5 SECOND TOTAL STATION INSTRUMENT BY
01-1 CONVENTIONAL TRAVERSE METHODS. GOS 'CONTROL WAS PERFORMED IN'
I'lAoV
0
1998 USING TRIMBLE 2000SI RECIEVERS.
12. PROPERTY -SUBJECT TO THE RIGHT. OF OTHER OWNERS OF THE
SUBDIVISION TO USE THE SOUTHERLY 7.5 FEET THEREOF FOR ROAD
.1933
PURPOSES AS DISCLOSED 13Y DEED RECORDED SEPTEM13ER 14.
UNDER AUDITOR'S FILE NUMBER 533168.
FOUND ENCASED CONCRETE 13. PROPERTY SUBJECT TO THE.RIGHT OF THE STATE OF WASHINGTON IN
AND TO THAT PORTION, IF ANY. OF THE OF THE PROPERTY WHICH LIES / RECORD OF SURYEY FOR
ADMI-RAL VAY '.MONUMENT WITH 2.5" BRASS %S,�ELOW THE LINE OF'ORDINARY HIGH WATER OF PUGET SOUND. ------- 0 A
DISK'WITH "X",' 0.4' DEEP
(3k I T Y 0 F E OL"J" M 0" L N D
RECORDING -CERTIFICATE A.F.NO. SURVEYORS CERTIFICATE
INTHE SW 1/4, SE .1/4, SECTION -23, T. 7N., R.3E., -W.M&
FILED FOR RECORD BY - JERRY. J. FRANKLIN THIS -DAY OF THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
COUNTY, WASHINGTON
EDMONDS, SHOHOMISH
20- A.D., AT MINUTES PAST CONFORMEQ*COPY VOLUME MY. DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS OF.THE SURVEY -At
-OF SURVEYS ON PA 200505125249 1 PG w.COUNTY, RECORDING ACT, 'AT THE REQUEST'OF CITY OF.EDMONDS 375-27 728 136. Stm.t SW - SuRe 200 rm
855E
ST
-12-2005 11:16am $85.00 Evere% WosN*m. 98204 o rm-w s � w-
.05 ;�
WASHINGTON. THIS AL OF tAkY 2 0 P-S.
:SNOHOMISH COUNTY, WASHINGTON Z L
Ph: 425 741-M APRIL/MAY 2005
Evm 3/20/06
L.S. NO. 37527 DATE DPAWN cHmxm WE CHMED ru 140.
DpAm BY 13Y tsowas .22-05-005-003
COUNTY AUD.rTOR DEPUTY AUDITOR IST-ERfb LAND, SURVEYOR AWP 05-06-*-05 JJF 20' sHrff -OF'
j t
SURVEY NOTES
NOTE I: FOUND REBAR & CAP, "12969" "12055", 0. V
SOUTHWESTERLY OF PROPERTY CORNER LEGEND
NOTE 2: FOUND REBAR CAP, rLSA 12055,. 22969"i
0.1' SOUTHWESTERLY OF PROPERTY CORNER EOPA$ED MONUMENT
N 3' : FOUND NAIL WASHER, ".12055, 22969"0: t 'AX.LE
OtE
Oji
SEE NOTE I
EAST OF PROPERTY, CORNER % </ 0 #OE -BAR & CAP
NOTE 4: FOUND MAIL WASHER, "12055, 22969"i
�PK NAIL OR NAIL WASHER
0.10 EAST OF PROPERTY: CORNER -WASHER
OR SPIKE
(AS DESCRIBED).
NOTE 5- BUILDING #264 CORNER IS ON GOVERNMENT
SEE. NoTp 2
EAVE ENCROACHES -1.6' NORTHWESTERLY
MEANDER LINEI
OF GOVERNMENT MEANDER LINE SEE NOTE BUILDING
#260
NOTE 6;. EAVE- OF BUILDING #260 ENCROACHES 0.3' N52*54'1 B"E 25.00'
(N51*39'E 25' DE
SOUTHWESTERLY OF PROPERTY LINE SEE NOTE 6
DIVISION SEE NOTE 7
TRACT 3, WALKER -BELTS SUB
NOTE 7': EAVE OF BUILDING #260 ENCROACHES 0.1'
SEE.NOTE I
SOUTHWESTERLY OF PROPERTY LINE (AN UNRECORDED PLO) S47* 17 04"E 57.2
AREA 1,409 SQ FT' S48*28'E 5 .5' DESC
BUILDINC
NOTE 8: EAVE OF BUILDING #264 ENCROACHES 0.11 0.03, ACRES
#264
SOUTHWESTERLY OF PROPERTY LINE r
"SEE NOTE 9
NOTE 0 EAVE OF BUILDING #264 ENCROACHES 0.2 FOUND 1.5" AXLE,
1.0' DEEP
STERLY OF PROPERTY LINE
SOUTHWE 0 FOUND SPIKE &
SEE NOTE 3 WASHER, "RM 4561"
"9567 CHENOWETH" 9
NOTE-0: FOUND REBAR & CAP,
0. S DESC)
I OUTHWESTERLY OF�PROPERTY CORNER S52754'18"W 25.00' (S5V39'W 25
NOTE 8
SEE
SEE NOTE 4
N5T54'18"E 3.00. (N51*39' DESC). GOVERNMENT LOT 2
N89'05'27"W 91.54' N89'05'27"W 191.16'
REFERENCES GOVERNMENT LOT LINE
(S89'47'W DtSC)
GOVERNMENT LOT 3
RECORD OF SURVEY REC. NO. 9310205003 LEGAL DESCRIPTION:
RECORD OF SURVEY REC. NO. 7809260242 0,
(PER. CHICAGO- TITLE RISURANCE COMPANY ORDER NO. 5716630 DATED APRIL 7. 2005..)
RECORD OF SURVEY REC. NO. 7905110159
THAT PORTION OF GOVERNMENT LOT 2 'OF SECTION 23l TOWNSHIP 27
.4. NORTH, RANGE 3 EAST OF WILLAMETTE- MERIDIAN, MORE PARTICULARLY.
DESCRIBED AS FOLLOWS:
STARTING AT THE POINT OF INTERSECTION OF
'14 THE SOUTH LINE,OF
SAID GOVERNMENT LOT'2 WITH THE WESTERLYLINE OF THE
J:.
44; RIGHT-OF-WAY OF THE GREAT NORTHERN RAILWAY; THENCE SOUTH
SAID-. LOT LINE 191.16 FEET: THENCE -NORFH
89"47' WEST ALONG
51*39' EAST 3 EET TO TH.E. POINT OF BEGINNING OF THIS
TO'THE
DESCRIPTIONs 'THENCE NORTH 4.8 28' WEST' 57Z FEET
GOVERNMENT MEANDER LINE; THENC
V
E NORTH 5'1*39' EAST ALONG
SAID'MEANDER LINE25 FEET; THENCE SOUTH 48*28' EAST' 57
FEET; THENCE SOUTH* 5 1 '39' WEST 25,. FEET TO THE POINT 'OF
A
loe SCALE IN FEET
BEGINNING.
MIN
Y
Elm
KNOWN'ASTRACT 3 OF WALKER-BELTZ SUBDIVISION
20
AN
-CONCRETE 7z�
FOUND E CASED 0
MONUMENTMITHI 2.5" BRASS,,. NRECORDED. PLAT.) "N,
DISK WITH "X"- 0.3' DEEP
OR tll:" H0 11'.",
SITUATED- IN THE COUNTY OF SNOHOMISH, PTATE'.OF WASHINGTON.
N
63
-k
All
BAS
Is OF BEARINGS:
J e
l)F fl�'01+'R'V( COF
:HER
t
0:11
NAD. 83/91, THE .13EARING FROM THE MOST NORTHERLY MONUMENT!-;�'TNE,
A-
cj
INTERSECTION OF DAYTON ST AND ADMIRAL WAY TO THE MONUMENT AT THE'—,
I ")r FROO."'! INTERSECTION OF DAYTON ST ANDij.HE, .09
ERNMENT MEANDER LINE IS
37*31'42"E 10.
s
'411 (A" f
op v
NOTES:
HOFF r
F� 515
11. THIS SURT, MIETS.; OR EXCEEDS. THE' STANDARPS SET FORTH ,IN. RCW
.4-
c, it i i r fmvii
58.09 At
300., THE, 01R.6yND SUR�,LY,WAS PERFORMED
APRI�/,MAY, .29,05 USING LEICA 5 SECOND. TOTAL STAT
I& INSTRUMENT' bY
:A
'TIONAL TIRAVEPSE-METHODS."'10P
CONVEg t"'CONTROL WAS PERFORMED IN"," A,
FREET FILE
11606SI RECIEVERS.
tINd TRImbL
�p.
f r
12. 'PROPERTY 1
7i �.-" - 7HE,
t)lw l - , ", 1) F:� ;UBJEQT'��i6 "T'HE RIGHT OF OTHER_OWNERS OF 1
SUBDIVISION TO USE, THE, SOUTHERLY 7.5 FEEr 'THEREOF FOR ROAD
PURPOSES AS DISCLOSED BY,,:DEED RECORPEQ!ISEPTEMBER 14.193SIF:�
Y"I
T AUDITOR'S FILE NUME]kk'53'3108#jj��15-1
UNDER
BJECTTO,THE.RIbHT OF THE sum OF WASHINGT6 IN
13. PROPERTY SU
:SURVEY FOR
0(�Jt:. 9: FOUND ENCASED CONCRETE LIES./ RECORD,OF
AND TO. THAT PORTION, IF ANY, OP'THE 1. OF THE PROPERTY WHICH
'ADMIRAL11,VANY 2.5" BRASS -.HIGI4 �WATER OF PuGEr s
-----------------
BELOWJHE LINE OF'ORDIN��y OUND.
p
oo
DISK* WITH "X" 0.4' DEEP
o .Y D
CITY 017"', ED M ON
A
-�A.F.:NO.: q Wim,
CERTIFICATEi "WRVEYORS CERTIFICATE �.!'j ltV,
4 _X140V IN THE -23, T.
RECORDING"'" J A.,
SW 1/4, SE .1/4, SECTION
DAY OF THIS MAP!- CORRECTLY0 REPRESENTS�:�A �.SURVEY MADE BY ME OR UNDER -SHOHOMISH - COUNTY, WAS INGTON
j
THIS
FILED FOR. RECORD By JERRY J. FRANKLIN EDMONDS,
VOLUME THE - REQUIREMENTS OF- THE. SURVEY
UTES PAST DIRECTION. IN, CONFORMANCE,WITH
CONFORMED, SAO- -200,
'T'HE AkQUEST OF crTy OF. EDMONDS tff�lWu!v 521 �55
AT MIN COPY, �28 1�p� skel sw
lop
OF SURVEYS ON PAi RECORDING ACT,
.200505125249 1 PG
t8T
A THIS-IL-bAY OF tAO-Y 200. ...... Eyere% WA4on. 98204 _DAX OF MW SUM
WAS�INGTON. .!05-12-2005 11il6am $85M
j4
" i "� " " , 1: Z L
11-77, 1 (A
if �� - I /n
NOHOMISH COATY, WASHINGTON Ph: 425 741-3M APRIL/MAY''.,'.2005,
C)!'
3/20
WE cmKm Sm
Pl: r� lfi,rl 0 fl. CHMIKED BY
DATE DPAN
L.S. NO. 37527 -005-003
.22-05,
.10
H _G 1 05-06 JJF
E ISTERD- LAND SURVtY0 AW
COUNTY AUDITOR DEPUTY AUDITOR SHMT
Pit, R t: I
CONTROL POINT DATA TABLE (MEASURED)
POINT NORTHING EASTING ELEVATION DESCRIPTIOO",,�,:,
2
299332.42
1258713.98
12.66
ENCASED MONUMENT
10
299421.99
1258645.18
12.38
ENCASED MONUMENT
11
299589.58
1258799.39
12.98
REBAR & RED CAP
31
299592.60
1258886.31
11.99
HUB & TACK
32
299502.15
1259028.53
11.13
SPIKE & WASHER
33
299501.97
1259039.57
AXLE
34
299503.23
1258845.07
12.93
PK NAIL
35
299507.18
1258892.66
11.60
PK NAIL
DRAINAGE STRUCTURE DATA TABLE
SLOT #11, RIM = 13.1
BOTTOM = 12.3
SLOT #2, RIM 13.1
6* PVC SW, IE 12.0
SLOT #3. RIM 13.12
6" PVC NE, IE 12.1
SLOT #4, RIM 13.11
BOTTOM = 12.2
SLOT #5, RIM - 13.13
BOTTOM = 12.5
SLOT #6, RIM - 13.12
6" PVC SW. IE = 12.1
SLOT #7, RIM.= 13.12
6* PVC NE, IE 12.1
SLOT #8, RIM 13.14
BOTTOM = 12.3
CBMH #1, RIM 13.12
8" PVC E, IE 8.5
6" PVC SW. IE 11.3
6" PVC NE. IE 11.7
8" PVC NW. IE 11.6
8" PVC W. IE 7.1
8" PVC SE, IE. 6.9
CBMH #2, RIM 13.1.2
6" PVC NE, IE 11.0
6" PVC SW, IE 11.1
4" PVS SE, IE 10.6 CB
8" PVC W. IE = 11.9
8" PVC W, IE = 8.8
CBMH #3, RIM - 10.39
24" CONC SW. IE - 6.7
12" CONC NW, IE - 6.8
12" CONC N. IE - 6.7
CBMii #4, RIM = 10.62
24" CONC NW, 15 - 5.5
12" CONC SW, IE - 5.2
12" CONC W. IE = 5.7
CB #11, RIM = 13.14
6" PVC NE, IE 11.7
4" PVC S, IE 10.8 Lq
CB #2, RIM - 13.20
6* PVC NE,. IE = 11.5 3-SCVS
2-WMs .0e PAR
CB #3. RIM = 11.72 /1 crn
6" PVC SE, IE -'10.2 TJB
4" PVC NE, IE = 10.4 NCRETE
8" PVC W, IE - 10.3 UT ITY VAULT
4" PVC SW, IE - 10.4
CB #4, RIM = 11.32 LANTER
6" PVC NW. IE - 10.5 RM #10
CB #5 RIM - 10.76 0 �8.
8" A� NW, IE = 8.1 %
cl,
12" CONC SE, IE - 8.3
8" PVC SW, IE - 8.3
CB #6. RIM - 10.28
12" CONC NW, IE - 8.�
PIPE TO SW IS CAPPED SSMH� IM 15.32
6- PVCE & SW,
CB #7, RIM - 10.87
CENTER 4ANNEL IE 5.0
8" PVC NW.' IE - 9.0 8v
8" PVC NE, IE - 8.9
SUMP PUMP 2" PVC
SE, IE - 9.8
C8 #8. RIM - 10.69
12" CONC NW, IE - 8.1
12" CONC SE. IE - 7.8
CB #9, RIM = 1 0.8 6
12" CONC E, IE - 8.4
12" CONC W, IE - 8.7
CB #10, RIM = 10.42
4" PVC SE, IE - 0.3
CB #11, RIM - 11.39
8" CONC E, IE = 9.2
CB #12, RIM - 11.04
6" CONC S. IE = 9.4
YD #1, RIM = 11.79
Nol
YD #2, RIM = 11.77
YD #3. RIM - 12.20
3" PVC N. IE - 11.4
YD #4, RIM - 12.49
C3
8" PVC CULVERT,
IE =- 11.6
8" PVC CULVERT
WITH TRAP,
IE = 8.8 lloO
"NO DOGS
ALLOWED" G
FIRE PROTECTION
CONNECTION 00 PiV 2-EJBs
4,
"ADMI L WY
WD
RM #2
SSI %)H ' '.RIM 12.08
A 6- P�d S & NW,
.11E�KANNEL IE 3.9
x 1�1 y
8" PVC CULVERT,
IE = 11.6 ,
8" PVC CULVERT
WITH TRAP.
IE = 8.6
CB #112�
�/STOP-
SLOT #1
$LOT #2
GRASS
SEE NOTE'14
I BUILDING
PARCEL #27032300400700
GEORGE J. MATUSKA
SEE NOTE 1.5
� SSMH, RIM = 11.64
5
UNSIZED NE, SE, & SW
CENTER CHANNEL IE = 6.5
CARPORT
SURVEY NOTES
NOTE 1: FOUND REBAR & CAP, "22969" "12055".
0.1' SOUTHWESTERLY 0 F PROPERTY CORNER
NOTE 2: FOUND REBAR & CAP, -"LSA 12055,
M69". 0.1' SOUTHWESTERLY OF PROPERTY CORNER
NOTE 3: FOUND NAIL & WASHER, "12055, 22969'.
.0. 1' EAST OF PROPERTY CORNER
NOTE 4: FOUND NAIL & WASHER, "12055. 22969'.
0; 1 .' EAST OF PROPERTY CORNER
NOTE 5: BUILDING #264 CORNER'IS ON
GOVERNMENT MEANDER LINE, EAVE ENCROACHES 1.5'
NORTHWESTERLY. OF GOVERNMENT MEANDER LINE
NOTE 6: EAVE OF BUILDING #260 ENC . ROACHES 0.3'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 7: EAVE OF BUILDING #260 ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 8: EAVE OF BUILDING #264 ENCROACHES. 0.1'
SOUTHWESTERLY OF PROPERTY LINE
SURVE� NOTES
NOTE 9: EANE OF 13UILDING #264 ENCROACHES 0.2'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 10: FOUND REBAR & CAP, "9567
CHENowm", 0.1' SOUTHWESTERLY OF PROPERTY
CORNER
NOTE 11: BUILDING #260 CORNER IS SN
NORTHWESTERLY OF GOVERNMENT MEANDER LINE,
EAVE ENCROACHES 4.3' NORTHWESTERLY OF
GOVERNMENT MEANDER LINE
NOTE 12: BUILDING #258 CORNER IS ON
NORTHWESTERLY'OF GOVERNMENT MEANDER LJNE,
EAVE ENCROACHES 1.6' NORTHWESTERLY OF
0
GOVERNMENT MEANDER LINE
NOTE 13: EAVE OF BUILDING #260 ENCROACHES O.B'
NORTHEASTERLY OF PROPERTY LINE
NOTE 14: BUILDING CORNER ENCROACHES 0.1'
SOUTHWESTERLY OF PROPERTY LINE
NOTE 15: CARPORT CORNER ENCROACHES 2.3'
SOUTHWESTERLY AND 0.7 NORTHWESTERLY OF
PROPERTTY LINE
83
PARCUS & OWNERS
BUILDING 258: -
PARCEL #27032300400500
JOHN A. STEED
BUILDRIG 266:
PARCEL #27032300400400
GUIRGUiS K. ELSHARAWY
BUILDING 264-
PARCE.. #27032300400300
CITY OF EDMONDS
I - .. - / RM #32. SPIKE & %ASHER, LEGEND
BUILDING S80*22'43"W, 0.04' FROM
MEASURED POSITION 'TO' CALCULATED
FISHING PIER POSITION. 19 ENCASED MONUMENT
PARKING LOT RM #33, AXLE,
CB #6 N86*51'11"W, O.03'-FROM 0 AXLE
MEASURED POSITION TO CALCULATED
L 2 POSITION. 6 REBAR & CAP
L
FISHING PER
PARKING LOT
CE, #6
0. 2
GV� RM #33 HELD CALCULATED POSITIONS FOR + PK NAIL OR NAIL WASHER
OR SPIKE & WASHER
BOUNDARY (AS DESCRIBED)
GOVERNMENT LOT LINE "IT
RM #32 A HUB & TACK
APLE ASPHAd 0 CB CATCH BASIN
El YD YARD DRAJN
Q) CBMH CATCH BASIN MANHOLE
0 SSMH SANITARY SEWER MANHOLE
ASPHALT 1pl�- "BEACH PL: 0 CO CLEANOUT
-0- PP POWERPOLE
3-HWR LIGHT POLE
PAFXUNG GUY ANCHOR
IM ELECTRICAL TRANSFORMER
EM ELECTRICAL METER
TJB EJB ELECTRICAL JUNCT10N BOX
Pp TJB TELEPHONE JUNCTION BOX
JB JUNCTION BOX
LT GV GAS VALVE
qr
GM GAS METER
91 WM WATER METER
F-H FIRE HYDRANT
0
0 PIV POST INDICATOR VALVE
SCALE IN FEET %IAI %1�
I
IN
CL m
z 19-
0
V14 z Zr'nlNF\Lr-n %�V111nVL-
8- VPLE mol
6- LE \ , 4 1W
ASPHALT 20 0 20 40 MB MAILBOX
JL SIGN
C�0 ROCKERY
Lij
0 DECIDUOUS TREE
8" MAKE.. X X X -x FENCE LINE/HANDR AIL < CL
P OVERHEAD POWER LINE (10 M
LLJ
D STORM DRAIN LINE V)
DATUMS: S SANITARY SEW ER LINE
8" M
8 M
HORIZONTAL DATUM: NAD 83/91 >
m
VERTICAL DATUM: NAVD 88 bj C) V)
S-HrR BENCHMARK: N-7. RESET 1956, BRASS DISK U.S.C.&G.S. MONUMENT SET m -Z
I
'AM ING ON TOP OF CONCRETE RETAINING WALL OF A FLOWER BED. 3.4- NORTH OF
THE NORTH CORNER OF EDMONDS* AMTRACK RAILROAD STATION.
ELEVATION 13.52 FEET
Li
NOTES:
37527
16. THE UTILITIES. SHOWN ARE BASED SOLEY ON OBSERVATION C-7
SURFACE FEATURES. FIELD LOCATIONS MUST BE VERIFIED PRI"r.' TO ANY L H. SCALE 06w*200
CONSTRUCTION. CALL 1-800-424-5555 FOR THIS VERIFICATION EWM 3
V. SCALE
17. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT
AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER ITEMS OF SHEET
RECORD.' RECEIVED
18. BOUNDARY CALCULATIONS WERE BASED ON RECORD OF SI!RVEYS, MAY 13 2005
RECORDING, NUM13ERS 7809260242, 7905110159, AND 9310205003,
RECORDS OF SNOHOMISH COUNTY.- WASHINGTON. ENGINEERING DIVISION OF. SHEETS
TASK.ORDER NO.
1:\22\2005\005\003\2505-003.DWG 003