6926 180TH ST SW.PDFiiiiiiii lill
1257
6926 180TH ST SW
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
Water Service Drawing
The City of Edmonds EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS LID NO . .................. . ASMT. NO. � .................
OWNER ............................................. ............................................. ... CONTRACTOR Te ....... BA �-G-G.5 ..... �;q!y-!57 ..................... PERIVIIT 1,40 . ....................
JOB ADDRESS ... ....... I ....................... I .......... LEGAL DESCRIPTION: N( . ...... - ............................. BLOCK NO . ...................................
NOTICE NO VIARWffV OF ACCMCY. The hdormagon ftm an do
attac.%ed rnap was cw—,.�Ied for use b�j th3 Cb/ of Edinan&% Its eqgayws
rnd consultants. Thq City of Edmonds does not warrent the aamacy of
anythIng sst forth or. ft mep. MY pimn C! CrIly r.-ploctiq a CVY
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0 3/10/2000 10:45 4254612510 NELSON-COUVRETTE PAGE 01
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NELSON-COUVRETTE & ASSOCIATES, INC.
CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS
ANo ENVIRONMENTAL SCIENTISTS
Facsimile Transmiffal RECEIVa-M
MAR 10 2000
To.
Company: ch--� o�- fDMOiJD5 ENGINEERIfq()
Phone:
Fax: (42,g) -271 -Oa2-1
From:
Company: Nelson-Couvrette & Associates, Inc.
Phone: 425-486-1669
Fax: 425-481-2510 BUILDING
Date:
Pages including Cover Page:
NCA File #:
cc:
Comments:
MAR 1 6 2000
0�/10/200@ 10:45 4254812510 NELSON-COUVRETTE PAGE 02
NELSON- COUVRETTE & ASSOCIATES, INC.
,wC.4k ENGINGERS. GEOLOG)SrS
NO ENVIRON-MENTAL SCIENTISTS
17311 -135th Avenue NE,A-500 Project: 0LqMLC, VIC
Woodinville. WA 98072 Owner: Lt a
(425) 486-1669 - (425) 337-1669
Fax (425) 481-2510 Location: t'
Weather: 0A
Purpose
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FIELD REPORT
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03 1 /10/2000 10:45 4254612510 NELSUN-COUVRETTE PAGE 03
NELSON-COUVRETTE & ASSOCIATES, INC.
1-11'� CO.ovSuLT1.fvG GEOrECHNtCAL eNCINFERS. GEOLOGISTS
A No ENVIRONMENTAL scivvy1srs
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17311-i35th Avenue NE.A.500 Project:
Woodinville, WA 98072 Owner:—
(425) 486-1669 * (A25) 337-1669
Fax (425) 481-2510 Location:
Weather:
Purpose
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FIELD REPORT
File No.
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Report No..
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May 17, 2002
CITY OF EDMONDS GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Cary and Deborah Jordan
6926 180th St SW
Edmonds, WA 98026
O;lh;;St ;SW�)
Re: Easement Request f4j:6:;926 18;
Dear Mr. and Mrs. Jordan:
Public records indicate that you are the owner of the parcel of land, which is needed for a storm
water improvement project.
The City of Edmonds would like to obtain an easement for the installation and maintenance of an
eight inch PVC storm drainage line through the west ten feet of your property. This will provide
you and your neighbors with storm water management and reduce potential erosion damage to
the properties.
The permanent easement'is necessary to provide the City with access to the storm drainage line
for maintenance and repair. I have enclosed a drnYing of the storm drainage line location, and
easement boundaries for your review. A-fter i �iorm line is installed you continue to own the
land with HI right to use it, excepi dii�i y-ou cannot construct permanent structures in the
permanent easement or otherwise impair the City's access to the storm line.
Please review and sign the enclosed Utility Easement, review the enclosed drawing and return it
to me as soon as possible. I have included an envelope with postage for your convenience.
If you have any questions or concerns regarding this issue, please do not hesitate to contact me at
425-771-0220, Ext. 1323
Thank you again for your cooperation in this matter.
Sincerely,
DON FIENE
Assistant City Engineer
05/17/02 Incorporated August 11, 1890
aw
Return Address:
City Clerk
City of Edmonds
121 - 5th Ave. N.
Edmonds, WA 98020
UTILITY EASEMENT
Property Address: 6926 180 1h St SW, Edmonds, Washington 98026
Assessor's Property Tax Parcel No.: 27 0417 002 004 00
IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, Cary E. and
Deborah M. Jordan, hereby grants to the CITY OF EDMONDS, a Municipal Corporation, a permanent easement
for the installation, construction, operation, maintenance, repair, reconstruction or replacement of a stormwater
drainage line and necessaKy appurtenances, over, across, through, and below the following described property, and
the further right to remove trees, bushes, undergrowth and other obstructions interfering with the location,
construction, operation, maintenance, repair, reconstruction or replacement of said stormwater drainage line and
necessajy appurtenances, together with the right of access to the easement at any time for the stated purpose.
The easement hereby granted is located in the COUNTY OF SNOHOMISH, STATE OF
WASHINGTON, and is more particularly described as follows:
The west 10 feet of the south 60 feet of the west 115 feet of the north 175 feet of the Northeast quarter, of
the Northeast quarter, of the Northeast quarter, of the Northeast quarter of Section 17, Township 27 North, Range 4,
East, NW.
The sidelines of said easement shall be lengthened or shortened as to terminate on said south and west lines
of the above described parcel.
THE CITY agrees to restore to substantially the original condition such improvements as are disturbed
during the construction, maintenance, and repair of said utility or utilities, provided the grantors, their heirs, or
assigns shall not construct any permanent structure over, upon, or within the permanent easement.
DATED THIS DAY OF 20
STATE OF WASHINGTON)
)ss
COUNTY OF SNOHOMISH)
On this day personally appeared before me , to me known to be the individual
described in and who executed the within and foregoing instrument and acknowledged that - signed the same
as free and voluntary act and deed, for the uses and purposes therein mentioned.
UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF --9 20_
NOTARY PUBLIC in and for the
State of Washington, residing at
UtilEasmntDOC
#P20
"ac. 199,
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 availablel
,
�W
or soil
surveys).
City Hall (Critical areas invent
Vl- lsx�--F I 7-V p�
DateReceived:
City Receipt#:
Critical Areas File #:
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant: 4 - 10 - OJ
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 appli cation.
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, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attomey's fees, arising from any action or infraction based in whole or part upon false,* misleading, inaccurate or
incomplete information furnished by the applicant, histher/its agents or employees.
By. my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file 'S i a' on th�pehalf of the owner as listed below.
SIGNATURE oF APPLICANVAGENT DATE
Property OwnWs Authorization U
By my signature, I certify that I have authorized the above Applicant/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 postin attendan tothis app ation.
SIGNATURE OF OWNER 7ZM=L-- DATE
It
Owner/Appfican
IV -1
Wame I V- 'D-D
..bqb S
Street ddress
4 ioc--Ulmllo
city State Zip
r'��
Telephone: 0 --S 4)
Email address (optional): cck�mevm-&O,
Applicant Representative:
Name
Street Address
City State Zip
Telep ne:
q Z
Em I ddress (optional):
#P20
Critical Areas Checklist CA File No: CWC07 - 5
Site Information (soils/ topography/ hydrology/vegetation)
1. Site Address/ Location: �v '(xj/ m6d's )�o
2. Property TdxAccount Number: 4 LT06 �D 0 �4Q 0
3. Approximate Site Size (acres or square feet): Ov 4� CtCfeS
4. Is this site currently developed? yes; no.
If yes; how is. site developed? 611e, & k�i e-,
Ll
5. Describe the general site topography. Check all that apply.
X Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than*30% (avertical 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 describe):
6. Site contains areas of year-round standing water: ; Approx. Depth: /Li/14
7. Site contains areas of seasonal standing water: 01A ; Approx. Depth: tv //q
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contaips a creek or an area where water flows across the grounds surface? FI ws are year-round?
Al-t M- Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetIand is present on site:
For City Staff Use Only
1. Plan Check Number, if applicable? PJ /A
2. Site is Zoned?
3. SCS mapped soil type(s)? '73- Adcrez \c,""' jsAc, A-As?z
Awe-,Z'�- ur�o-" V.,j -1A
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
E7
5. Site within designated earth subsidence landslide hazard area?
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location: 6926 — 180th Street SW Tax Acct. Number: 27041700200400
Determination: Study Required Determination #: CRA-2007-0051
Applicant: Cary and Deborah Jordan Owner: Same as Applicant
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED
During review and inspection of the subject site, it was found that the site may either contain or be
adjacent to critical areas, including Landslide Hazard and Erosion Hazard Areas, pursuant to Chapters
23.40 and 23.80 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 to submit
the entire study with your specific development application.
Please review the minimum report requirements for all types of Critical Areas that 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 there is 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.
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).
0 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.
0 The criteria that are applied depend on the amount that the buffer is reduced.
The buffer can be reduced to a minimum often (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 in 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.
STUDY REQUIREMENT — EROSION HAZARD AREA
It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion Hazard Areas
include:
0 Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater.
Any area with slopes of 15 percent or greater and impermeable soils interbedded with granular
soils and springs or ground water seepage.
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.
0 Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D.
0 Development standards are given in ECDC 23.80.060 and 23.80.070.
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.
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.
-hu -*I-
. qa, Planner April 10, 2007
Name Siqnat9?e 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.
2
Fel InI
Y-5
CITY OF EDMONDS SIDE SEWER PERMIT.
8 9 0 X 9 -PERMIT �,dO_ 9137
Address of Construction: to 9 2- (0 - 1801,111 ST. S. W.
Property Legal Description (Include all easements): uk-_4 115 4ka� 61-oA /7�4,
Owner and/or Contractor: r
State License NolEBIZIC-C, o-1,4(z-S —Buildin g Permit No.— 6�VA
Ayr (3-1
LYNNWQOD LINE
U(Single Family Invasion into City Right -of -Way: 3Y(No 11 Yes
Multi -Family (No. of Units RW Construction Permit No.
El -Commercial Cross ot . her Private Property: 11 No lvyes
El Public Attach legal description and copy of recorded easement
I certi tl�at I h'ave read and shall comply with all city requirements
as in� 6cated on the back of the Permit Card.
3-1,-)-oo -
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
FOR INSPECTION CALL 771-8262-, PUBLIC WORKS DEPT.
Permit Fee: Issued By
0\3
Trunk Charge- 4 Date Issued:. , J s— / An
Assessment Fee: Receipt No.:.
Lid.No.:
Partial Inspection: Date —Initial
Comments
Reason Rejected:'
Final Inspection Approved: Date Initial
Date —Initial
** PERMIT MUST BE POSTED- ON JOB SITE **
White 9,opy: File Green Copy: Inspector Buff Copy: Applicant
, 1, Revised 3190
COPY
200003080101 ORIGINAL ON FILE IN THE
03/08/2000 10:19 AM Snnhnmieh COUNTY AUDITOR'S OffiluE
IReturn Address
BELL & INGRAM, P.S.
ATrN: Bruce R. Bell
1602 Hewitt Ave., Ste. 700
Everett, Washington 98201
Please print or type information
County
1,4,a EX(:ISE TAX
NAR 0
MAR 0 a 70U
jpQ �00bgmllgh ccuniy Treasurff
by DANTINI
Document Title(s)(or transaction contained therein):
1. Sewer Easement Agreement
2.
3.
4.
Grantor(s)(Last name first, then first name and initials)
1. Hekkanen, Steve T.
2. Hekkanen, Ernest M.
3. McKenna, Patricia J.
4.
0 Additional names on page — of document
Grantee(s) (Last name first, then first name and,initials)
1. N.W. Independent Builders, L.L.C." a Limited Liability Company
2.
3.
4.
[3 Additional names on page — of document.
Legal description (abbreviated: i.e. lot, block, plat or section, township, range, qtrJqtr.)
W 115 & North 175 fL NE V4 NE V4 NW` V4. Sec. 17, Twn. 27 North, Range 4 E.W.M.
0 Additional legal is on page - of document
Reference Number(s) of Documents assigned or released:
[3 Additional numbers on page _ of document.
Assessor's Property Tax Parcel/Account Number
172704-2-001-OMI
C 00
P.
E3 Property Tax Parcel ID is not yet assigned
0 Additional parcel numbers on page _ of document
The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify
the accuracy or completeness of the indexing information.
When Recorded Return To:
Bruce R. Bell
Bell & Ingram, P.S.
P.O. Box 1769
Everett, WA 98206
SEWER EASEMENT AGREEMENT
THIS EASEMENT AGRE . EMENT ("Agreement) is made as of this 14 1h day of
February, 2000 by and between N. W. INDEPENDENT BUILDERS, LLC, a Limited Liability
Company ("Northwest") and STEVE T. HEKKANEN, ERNEST M. HEKKANEN and
PATRICIA J. McKENNA ("Hekkanen").
WITNESSETH:
WHEREAS, Northwest is the owner of real property located in Edmonds, Washington,
more particularly described on Exhibit A attached hereto (the "Northwest Parcel"); and
WHEREAS, Northwest is in the process of platting the Northwest Parcel with the plat
name of Olympic View Crest; and
WHEREAS, Hekkanen is the owner of the real property located in Edmonds, Washington
which lies adjacent to the Northwest Parcel and which is more particularly described below:
Hekkanen Parcel
The West 115 ft. of the North 175 ft. of the NE quarter of the NE quarter
of the NW quarter of Section 17, Township 27 North, Range 4 East, W.M.,
Snohomish County, Washington; and
WHEREAS, Northwest desires to. use a portion of the Hekkanen Parcel (the "Easement
Parcel") as legally described on the attached Exhibit B and as depicted on Exhibit Q for side
sewer purposes for the benefit of a portion of the Northwest Parcel to be known as "Lot 1" of
Olympic View Crest and for the benefit of the Hekkanen Parcel, and Hekkanen is agreeable to
allowing such use subject to this Agreement NOW, THEREFORE,
I — SEWER EASEMENT AGREEMENT
6952 OOD4 0310228
AGREEMENT
For and in consideration of the covenants contained in this Agreement and other good
and valuable consideration, the -receipt and sufficiency of which are hereby acknowledged, the
following grants, agreements, covenants and restrictions are made:
1. Easement for Side Sewer. Hekkanen hereby grants and conveys to Northwest, its
successors and/or assignors, a non-exclusive easement to utilize the Easement Parcel for side
sewer purposes and to maintain such area in accordance with this Agreement under a portion of
the Hekkanen Parcel as described on Exhibit.B.
2. Easement for Development. Hekkanen hereby grants and conveys to Northwest
and to Northwest's agents, employees, contractors, successors and assigns, the right to construct
and install a side sewer under the Easement Parcel TNhLbit B) for the benefit of both the
Hekkanen and Northwest Parcels. Northwest further covenants and agrees that it shall construct
said side sewer in a timely, reasonable and workmanlike manner and shall restore any portion of
the Hekkanen Parcel which may be disturbed to at least as good a condition as it was in prior to
the commencement of construction. In no event shall construction of said side sewer take more
than thirty (30) days from commencement of construction activity to completion and restoration.
3. Maintenance/Taxes.
3.1 . Northwest covenants and agrees during the term of this Agreement to
maintain in good condition and repair the side sewer and any appurtenances thereto at their sole
cost and expense.
3.2 Hekkanen covenants to pay 'all real estate taxes associated with the
Easement Parcel.
3.3 If either party defaults in the performance of any obligations under this
Agreement and if, at the end of thirty days after the date of notice from the non -defaulting party
described in such default, and the defaulting party has failed to cure such default . and if a diligent
th
effort is not then being made to cure such default, then the non -defaulting party shall have e
right to perform such obligation on behalf of the defaulting party and to be reimbursed by the
de . faulting party for the reasonable costs therefore. Notwithstanding the foregoing, if a default in
any of the maintenance obligations under subsection 3.1 above represents an actual and
substantial threat to the public health or safety, Hekkanen, with such notice to Northwest as may
be reasonable under the circumstances, shall have the right to perform such obligation to the
extent necessary to eliminate such threat and to be reimbursed therefore in the manner provided
herein.
2 — SEWER EASENIENT AGREENIENT
69520004 0310228
6.
4. Indemnification.
4.1 Northwest shall indemnify, defend and hold Hekkanen, its successors and assigns,
harmless against all claims, demands, losses, damages, liabilities, expenses and all suits, actions
and judgments (including reasonable attorneys fees) arising out of Northwest's use of the
Easement Parcel unless such claim, demand, loss, damage, liability or expense arose from the
negligence or intentional misconduct of Hekkanen. - Hekkanen shall give Northwest prompt and
timely notice of any claim made, suit or action commenced in which Hekkanen, in any way,
would result in an indemnification under this Agreement.
4.2 Hekkanen shall indemnify, defend.and hold Northwest, its successors and
assigns, harmless against all claims, demands, losses, damages, liabilities, expenses and all suits,
actions and judgments (including reasonable attorneys fees) arising out of Hekkanen's use of the
Easement Parcel unless such claim, demand, loss ' damage, liability or expense arose from the
negligence or intentional misconduct of Northwest. Northwest shall give Hekkanen prompt and
timely notice of any claim made, suit or action commenced in which Northwest, in any way,
would result in an indemnification under this Agreement.
5. Covenant Running With the Land. The rights contained within this Agreement
shall run with the properties described herein and shall inure to the benefit of and be binding
upon Hekkanen, their successors and assigns, and Northwest and its successors and assigns.
6. Tenn. The term of this Agreement and the easements granted hereby C'Term")
shall commence on the date hereof and shall run perpetually. absent written termination of this
Agreement by the parties hereto, or their respective successors, heirs or assigns. Upon
termination, the parties shall be released from any ftu-ther liability under this Agreement.
Northwest, if requested within thirty (30) days from said termination of the Agreement, shall
restore the Easement Parcel to substantially the condition of such parcel upon the date of this
Agreement.
7. Covenant of Title and Quiet EnioyLne . Hekkanen wan -ants that (i) it is a fee
owner with good and indivisible fee title to the Easement Parcel; (ii) it has fidl power, right and
authority to enter into and execute this Agreement; (iii) it will defend its title and rights to the
Easement Parcel and will indemnify Northwest against any damage and expense which
Northwest may suffer by reason of any lien, encumbrance, restriction or defect in the title or
description of the Easement Parcel.
8. Notices. Any demands or notices allowed or permitted hereunder shall be given
by certified or ed U.S. Mail, return receipt requested, and sent to the addresses specified
below in this Agreement.
9. Autho . Any and all persons executing this Agreement warrant that they have
authority on behalf of themselves and/or any entity which they may be signing for to enter into
this Agreement and that the same shall be binding on any such person or entity which such
person may represent.
3 — SEWER EASEMENT AGREEMENT
6952 0004 ca310228
IN WITNESS WHEREOF the parties hereto have executed this Agreement as of the date
first above written.
NORTHWEST: N. W. EPENDENT BUILDERS, LLC
BY
ITS:
Address:
19815-44th Ave. W.
Lynnwood WA 98036
HEKKANEN:
EVE T. HEIKKANIN
Address:
16103 Pebblebrook Dr.
Tampa, FL 33624
ERNEST M. HEKKANEN
BY.
Patricia McKenna, POA
TRICIAMcKENNA
Address:
6926-18& Street S.W.
Edmonds, WA 98026
4 — SEWER EASEMENT AGREEMENT
6952 0004.Ca310228
. 6-
STATE OF WASHINGTON )
) ss.
COUNTY OF SNOHOMISH )
On this day of r6-6 , 2000 before me, the undersigned, a Notary
Public in and for the State of Washington, duly commissioned and sworn,'personally appeared
79 (:�r-eY Ce j1-8qt01J , to me known to be the A? C-In 89A of N. W.
INDEPENDENT BUILDERS, LLC, a Limited Liability Company, the company that executed
the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act
and deed of said company, for the uses and purposes therein mentioned, and on oath stated that
he was authorized to execute the said instrument.
Witness my hand and official seal hereto affixed the day and year first above written.
TAVj%%j
01, Sign e of Notary Pu1Wc
MfTp- TA
0 -70* R Y
. (Printed Nanie)
j4
My appt. expires:
j
2
OFVWJ
STATE OF FLORIDA
) ss.
COUNTY OF jjkAgf0f
sale,)
On this day personally appeared before me STEVE T. HEKKANEN, to me known to be
the individual . described in and who executed the within and foregoing instrument, and
acknowledged that he signed the same as his free and voluntary act and deed, for the uses and
purposes therein mentioned.
Given under my hand and official seal this day of
2000.
SiE�nature of Notary Public
0 A-4 0-.& X.'/�
(Printed Name)
My appt. expires:
60kyp % LAURA COLLIER
COMMISSION # CC 640409
SMS APR 20,2001
D THRU
5 — SEWER EASEMENT AGREEMENT WOVAnANTI �SONDJMGCO.,INC.
6952 0004 ca310228
STATE OF WASHINGTON )
) ss.
COUNTY OF SNOHOMISH )
On this day personally appeared before me PATRICIA J. McKENNA, Power of Attorney
for Ernest M. Hekkanen, to me known to be the individual described in and who executed the
w;thin'and foregoing instrument, and acknowledged that she signed the same as her free -and
voluntary act and deed, for the uses and purposes therein mentioned.
Given under my hand and official seal this day of A44XItN 2000.
Sri;R--'-" A. GA-�ECKI
AppoinimenT Explres Feb 8,2002
Fmyj�
STATE OF WASIUNGTON )
) ss.
COUNTY OF SNOHOMISH )
Sigfiatmv6rotaWu . C'
(Printed Name)
My appt. expires:
f
On this day personally appeared before me PATRICIA J. McKENNA, to me known to be
the individual described in and who executed the within and foregoing instrument, and
acknowledged that she signed the same as her free and voluntary act and deed, for tile uses and
purposes therein mentioned.
Given under my hand and official seal this o7 1:!�9' day of /U4-4,CU- 2000.
Nolary Pub1c
Stcoe 0j Vv0shingtOn
SHIRLEy p,- GAECIG
AppoinimenI 111pires Feb & 2=
SignaiWe-of
4 & C L � 0- 15 z P�-'t
(Printed Name)
My appt. expires: 4-d 0
6 - SEWER EASEMENT AGREEMENT
6952 0004 ca310228
SCHEDULE A
DESCRIPTION:
Order No. 373767S
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 27
NORTHP RANGE 4 EAST, w.M., IN SNOHOMISH COUNTY, WASHINGTON,
LYING NORTHWESTERLY OF COUNTY ROAD;
EXCEPT THE WEST 115 FEET OF THE NORTH 175 FEET THEREOF -
IN THE COUNTY OF SNOHONHSH, STATE OF WASHINGTON.
SITUATE
r=% Ar
'h�
V4,00 ......
SIDE StWER ZASVMT FOR LOT I ACRO . 99 ADJACENT PROVRRTY
THAT pORTjoX OF TKX WEST 115.00.FEET OF THS NORTH 175-00 TZZT OT
jZR OF TjjS NORTHWEST
THz NORTHEAST QUARTER OF THE NORTHEAST QUART
TOMSHIP 27 XORTH, RMoE 4 MAST.
QUARTER OF SECTION 17,
WILLAnTTE MERIDIAN, IN SNOHOMISH COUNTY, WASmIMTON, DESCRIBED
AS rOLtjOWS'-
oF sAlD WEST 115,00 rZET OF THE
BEGINNING AT THE SOUTHFAST CORNER
NORTH 175-00 FEET;
09 XINUTZS So SECwDo WEST. ALCIN10 TV
THENCE NORTH 88 DEGREES
SOUTH LINE THEREOFt A DISTANCE OF 18-66 FEET:
TU,NC9 NORTH 26 DEGREES 43 MINUTES 41 SECONDS EAST A DISTANCE OP
LINE OF SAID WEST 115-00 FEET
42.32 FEET TO A POINT ON THS FAST
OF THE NORTH 17S.00 ?CETI 51 SEcONDS WEST. ALONG SAID
THENCE SOUTH 00 DEGREES 34 MINUTES
BEGINNING.
EAST LINE, A DISTANCE OP 36.41 FEET TO THE POTNT OF
I
1�
ril/ LI/ 103013 1 D . Li :1 O.L 0 3004UIa
r-#Atlr- ri b
VyfSr 115' OF
NOR TH 175 1
SUE SEIWR
INSEKNT
15-50
1 10' SEWER
EA SEMEN T
Ln
qm I
to I
f two!
3.40' 9. 11 39
61.04*
-N88008'50-W
am WWII
OLyW#C VIEW CREST
p so-"
no ux 1/4 w w mot IA =10 17, 7Mdw Vh% ROW 4 E-
ON or awams sossow cawly. on lolorav
Juw
R L McDUFry & A SSOCIA 7M INa DW BY -ALL.
LAW USE CWMrAM
LO V#WMM 0 XMWWS 9 ftAA#4= * HAWAMMF I
JW OW AW9 EMM WSOM sm aw AV-40 ra w swof --s"r
F-K c
The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION E] REPAIRS LID NO . .................. ASMT. NO . ..................
OWNER..................................... ............... --------------------------------------- -- CONTRACTOR ......................... .......................................................... PERMIT NO.
ILI-
JOB ADDRESS ....... .. ...... .... LEGAL DESCRIPTION: LOT NO . ......................... ............ BLOCK NO . ....................................
E�,.,�A3 4"
T
NAMEOF ADDITION ....................................................................................................................... ,
-1 \� 45 It c
31j/ 22 q
Zte
-Fo -- j�
e-xts
-7,\5p L-� "
Approved:
T
KI
PWW-0001-1 1/75 (REVA 1/78) DATE ........................... By:::..:.::j�LAAl ... 4 .....................................
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
CA FILE NO. H
Critical Areas Checklist
---------------------------------------------------------------
Site Information (soil shopo graphy/hydrolo gy/vegetati on)
I Site. Address/Location:
Property Tax Account Number:
3. Approximate Site Size (acres or square feet): 4, -7 a
4. Is this site currently developed? 4,-,' yes; _no. -
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Z,— Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 1 0-feet over a
horizontal distance of 66-feet).
,4�t--Hilly: slopes present on site of more than 1.5% and less than 30% a vertical rise of
I 0-feet over a horizontal distance of 3 3 to 66-feet).
Steep: grades of greater than 3 M present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: �L) 0 — ; Approx. Depth:
7. Site contains areas of seasonal standing water: �)D—; Approx. Depth:
What season(s) of the year? _
8. Site is in the floodway floodplain_ of a water course. 0
9. Site contains a creek or an area where water flows a�Toss the grounds surface?hlows are year-
round? AJ JA Flows are- seasonal? (What time of year?
10; Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
DETERMINATION
City of Edmonds
RECEIVED
MAY 2 0 1999
DEVELOPMENT SERVICES
CRITICAL AREAS CHECKLIST
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 a development
permit to the Citv.
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).
A-n applicant, or his/her 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 assist staff in - completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
f kz-!? Jbp A
Name
16 72 � / ��O-
Street Address
e-
Z--D -k&,)&4 1?6C11Z6
city State Zip
Applicant Representative:
?�)14 'J I/
Name
!20 z
Street Address
AIM
city State Zip
Date
creception\janakad.doc
Date
(over)
�t I C. 1 sq'I
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
May 27,1999
John Bissell
Baytown Design Group
6370 Evergreen Way #202
Everett, WA 98201
Subject: Determination regarding Critical Areas Checklist# 99-144
BARBARA FAHEY
MAYOR
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
...........................
... . ... IMPORTANT INFORMATION TO BE NOTED: -
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
mo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 40
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
cc: Patricia McKenna
6926 1801h St. S.W.
Edmonds, WA 98026
Enc: Determination
* Architectural Design Board
C:ReceptionUana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Planning Secretary
Incorporated August 11, 1890
Sister City - Hekinan, Japan
12" CONC. CULVERT
IL= J74.J4' (N)
IE= J 72-09' (5)
GRADE TEMPORARY
DITCH INTO SILT POND.
GRADE TEMPORARY
DITCH INTO SILT POND.
A PORTION OF SECTION'-17,. TO-WNSHIP 27 NORTH, RANGE 4 EAST,- WILLAMETTE MERIDIAN, SNOHOMISH COUNTY
WA.
8r-N-H/`lAi?K = 367
Ma L * 64'
N.
SPIKE W/ PeOPO ED CROSS) WALK W1 0.25' DIA. BeA,,59
�%CH UNDER PLUC4 DOWN 1.2'
AS HALT D1W
D1111
r_ X.
7Z I J
0 + W
(�o
CD
011-00
CD
01
-4 (08s
y —0—
_77 T ------
04S RuqLIAO�c HADE TEMPORARY
!�-,'JN IRINCE1
7
0.. DITCH INTO SILT POND.
... ..... ..... ..........
IN
,C)
t\
t
f)v
0
I I! y
q, , , . , . I .. IP �y �l I I " I :
14
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368
I—
SEQUENCE OF CONSTRUCTION/ GENERAL TEMPORARY EROSIONI
SEDIMENTATION CONTROL NOTES.
A. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND
INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER
CONSTRUCTION. CALL 771-0220 ext. 326
B. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR
SIL T CONTROL.
C. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,
THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED ANDIOR
ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE
CONTINUING EROSIONISEDIMENTATION CONTROL.
D. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTA77ON
CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION
UNTIL SUCH TIME T14AT CLEARING ANDIOR CONSTRUCTION IS
COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,
AND THE POTENTIAL FOR EROSION HAS PASSED.
E. ESC MINIMUM REQUIREMENT — STABILISAITON OF EXPOSED AREAS.
ALL SOILS EXPOSED BY LAND DISTURBING ACTIV177ES SHALL BE STABLIZED
BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED TO, SOD,
HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING.
ALL BMPs SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE
WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABLIZED ACCORDING
AN APPROVED TIMETABLE (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN TWO DA YS FROM OCTOBER 1 THROUGH APRIL 30 AND NO
MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
F. THE PUBLIC RIGHT—OF—WAY SHALL BE KEPT CLEAN. TRACKING OF MUD
AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO
COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE
SITE BEING STOPPED.
G. PLACE ROCK CHECK DAMS EVERY 50 FT OF THE REGRADED DITCH.
,3701 \
360
350
Acc-(L.5s V; a 4W5 ftv,4ana �tA63tL*46 wti4t^ ctp,,O,,j
�lf-awk A -A. C, ti - 4 L'i INN% WO&J -
PROPOSED
GROUND
EX. GROUND
0+00 1-1-00 2+00
CORSS SECTION STA. 1+6_,5
SCALE: V 1 " = 5'1 11 1 " = 50 ?
GRAPHIC SCALE
50 0 25 50 100
J I
IN FEET
1 INCH = 50 FT
PROPOSED
GROUND
UU 7+00 2+00
CORSS SECTION STA. 0+70
Rig 0"! V r= D
EX. SOILS TYPE. UvINSTRUCT1014
ALDERWOOD GRAVELLY SANDY LOAM AND
ALDERWOOO URBAN LAND COMPLEX. DATE..—Z
CALL 48 HOURS
BEFORE YOU DfG
1-800-424-5555
ESTIMATED CUT AND FILL QUANTITIES
CUT: 2,000 C.Y.
FILL: 15,000 C.Y.
NOTE: THIS IS AN ESTIMATE ONLY.
TFIESE EARTF-IWORK QUANTITIES ARE NOT
1-0 BE USED FOR CONSTRUCTION COST
ESTIMATES. CONTRACTOR IS SOLELY
RESPONSIBLE FOR ANY AND ALL QUANTITIES
REPRESENTED IN CONSTRUCTION CONVRACTS.
"eve""
Sff fln! E E"T A L E
- _CIL _.
HARD SURFACE ROAD
�_ 22' -�
ROCK CONSTRUCTION ENTRANCE
N. T. S.
FILTER FABRIC MATERIAL IN CON77NUOUS ROLLS.
USE STAPLES OR MRE RINGS 70 ATTACH FABRIC
TO MRE.
WIRE MESH SUPPORT FENCE
FOR SILT,FILM FABRICS.-
WIRE MESH SUPPORT FE�CE
FOR SILT FILM FABRICS—\
FILTER FABRIC
-
------
--------
MA TERIAL
5 -
N
�PROVID W
OlffD RCA
BA CKFIFL COM PA
WRY BOTTOM OF F7L TER MA TERIAL
1 11Y 8" BY 12" TRENCH
N A TIEW S I �RAS DIRE IED
BY _E
t
GINQ
6' MAX.
BURY BOTTOM OF
FIL TER MA rERfA L
2" BY 2" WOOD P CS IS,
CIIN
8 " 8 Y 12 " TRENC I
STANDARD OR BFTIER
OR FOIJAIALFN7
2" BY 2" WOOO F'l),13T!3,"
0,�, !--E-7 ;Ef?
Or? EQlJ-'ViALr_-'NT
ELEVA 71ON
Q)
8" MIN.
SECTION
SIL T FENCE'. 41)ETAIL
N. T. S. K j.
L 2'
1 __ MIN BASE
TEMPORARY DITCH DETAIL.
N. T. S.
12.4 ACRES BASIN AREA
SURFACE AREA POND CALC PER D.O.E.
SA (SURFACE AREA) (1.2) (Q FOR lOYR) / (VELOCITY OF SETTLING)
SA = (1-2) (5-4 CFS) (0.00096 FPS)
SA = 6,750 SF (POND SETTLING SURFACE REQUIRED)
SA = 7,500 SF (POND SETTLING SURFACE PROWDED)
1' DEPTH SEDIMENT TRAP
AREA=7,500 SF
2-1 " DIA
ERING HOLES 12" SD RISER CONE
GR VL CONE
DE— WA I
@ 1:1 450
FO(
5
445±
Om
3' SETTLING
2' SEDIMEN T 12" SD
TEMPORARY SEDIMENTATION POND
CITY FNGINEEF:r - i
WE HEREBY DECLARE ALL IMPROVEMENTS ARE
LOCATED AS SHOWN ON THESE AS—BUILTS PLANS.
BY -
Project Engineer Date
BY:
Project Surveyor Date
BY:
Project Devetoper
Date
N. T. S. Kz_�
CITY OF EDMONDS PLANNING
AND DEVELOPMENT SERVICES
APPROVED F'OR CONSTRUCTION
f3y. -
R/W Permit No.
Grading Permit No__
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SHEE T No.
OF SHTS.
#LYPlPIC VIEW CRE5T
End
Percent
Area
)o
80.4
162377.23
?o
6.4
1298&J5
)o
5.8
11659.74
)o
6.0
12163.99
1.4
2754.79
MEAN SEA LVEL
MNUMENT WITH 0.25' DIA. BRA55 PLUq COWN 1.2'
"Li'V. = .367. 64'
LOCATED ALONq 160TH 5T. 5.W.
J U L 1 7 1998
MWIT COUNTER
PREL IMINARY PLAT, REZONE, AND P.R. D. 51 TE PLAN
AND LAND5CAPE PLAN
OLYMPIC VIEW C)?1!5T
A PLANNED'RE5IDENTIAL DEVELOPMENT
IN A PORTION OF 5ECTION 17,
TOWN5HIP 27 N, RANQ9 4 E, W.M.,
5NOHOMI5H COUNTY, WA5HINQTON-..
PR95ENTED BY
PA T)? I C I A K. MCK r- NNA
a