20002 MAPLEWOOD DR.PDFIIIIIIIIIIIIII
14240
20002 MAPLEWOOD DR
ADDRESS:
TAX ACCC
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:- DETERMINATION: F-1 Conditional Waiver Study Required [-� Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: -7 162� Z LK� !I
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:— YZ7-,?Z
SIDE SEWER PERMIT(S) #:—
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DST"s\Forrm-\Street File Cliecklist.doc
#P20 CA File No:
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: ZA527-) 10 U4 _E
2. Property Tax Account Number: OC)5 occ�7 occo (rl(-),O
3. Approximate Site Size (acres or square feet): C20 0
4. Is this site currently developed? P_'_'Yes; _ no.
If yes; how is site developed? Z�P_o
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
4
6. Site contains areas of year-round standing water: ; Approx. Depth:
7 Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year? aj I Nrz---�
8. Site is in the floodway &L) floodplain P�410 of a water course.
9. Site containM5eek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year? Y
10. Site is primarily: forested meadow shr u*bs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: 1AJO
1. Plan Check Number, if applicable?
2. Site is Zoned? �-'S- 1
I SCS mapped soil type(s)?
For City Staff Use Only
Cr
4. Critical Areas inventory or C.A. map indicates Critical Area on site?. n 0 Vk-Q-
5. Site within designated earth subsidence landslide hazard area? Ke!>
SITE DETERMINATION
U eSTUDY REQ ED WMVER
Reviewed bv: aA/LA— '*- Date:
Critical Areas Checklist.doc/2.5.2009
OV "4 E D4f 0
0 #P20
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City - Hall (Critical areas inventories, maps, or soil
surveys).
Date
City Receipt #:_
Critical Areas F
Critical Areas C
Date Mailed to j
A property owner, or I
must fill out the checkli
to the City. The City i
precursory site visit, ai
subsequent steps neces!
MEN
cklist Fee: $155.00
3licant:
her authorized representative,
sign and date it, and submit it
review the checklist, make a
make a determination of the
� 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 i 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 prelimi,nary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
I
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part uponj false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are ti
knowledae and that I am authorized to file this appli ti n the behalf of the owner as
SIGNATURE OF APPLICANVAGENT DATE
Property Owner's Authorization
By my signature, I certify'that I have au�t �orize/Ne a o e jp Pican—t/Agent to apply for
and grant my permission for the public officials and the staff of the City of Edmonds to i
purposes of inspection and posting attendant tp this application.
SIGNATURE OF OWNER DATE
L/
je and correct to the best of my
isted below.
/bilcird—nd fise application,
the subject property for the
Owner/Applicant: ��icant Representative:
A<:2
- - — � L Y:C—,- (-"*,)
Nare Name
�D A "V-- Nm�
Street Address
UJ�-
City State' Zip
Telephone:
Email address (optional):
\J I
Street Address
M
City
Telephone:
Email Address (o
St�te Zip
'71
0
CITY OF EDMONDS
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
20010 Maplewood Drive
Tax Acct. Number:
00506700001600
Determination:
Study Required
Determination #:
CRA-2009-0041
I
Applicant:
Bruce O'Neill
Owner:
Thomas Jurich
BACKGROUND
During review and inspection of the subject site, it was found that the site contains and/or is
adjacent to critical areas, including a Wetland pursuant to Chapters 23.40 and 23.50 of the Edmonds
Community Development Code (ECDC).
The subject property slopes gently to the west. On the western edge of the property there is a
depression that appears to run along several properties. The soil appeared to be saturated and a
plant species (creeping buttercup, Ranunculus repens) associated with wetlands was the dominant
vegetation in this depression. Two of the three wetland indicators are clearly present and a wetland
determination and delineation should be conducted prior to any new development.
This study applies to the entire subject parcel. Depending on the location and type of project
proposed relative to the identified critical areas, certain studies and reports may be required.
ALLOWED ACTIVITIES AND EXEMPT DEVELOPMENT PROPOSALS
Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.220.
Similarly, certain development proposals may be exempt from Critical Areas Requirements (ECDC
23.40.230). If you have any questions about whether your proposed development qualifies as an
allowed or exempt activity, please contact a Planner for more information.
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.
REPORT REQUIREMENTS — WETLANDS
The site investigation has shown that the site may contain or be adjacent tol a wetland. Wetlands are
areas inundated or saturated by ground or surface water that support, under normal circumstances,
vegetation adapted for life in saturated soil.
• Wetlands are generally rated according to their size, condition, function, and vegetation
types into four (4) different categories described in ECDC 23.50.010 and by use of the "City
of Edmonds Wetland Field Data Form" by the critical areas consull,ant.
I
• Buffer widths for wetlands vary depending on the category of the wetland as listed in ECDC
23.50.040.F.
In addition to the general requirements for Critical Areas reports re erenced above, there are
specific Critical Areas report requirements for wetlands that are provided in ECDC
23.50.030.
DEVELOPMENT PROPOSALS ASSOCIATED WITH WE'
Development proposals that encroach into wetlands, wetland buffers, or bdilding setbacks may be
allowed through the approval of certain processes.
The width of a wetland buffer may be reduced through buffer enhancement if the criteria
I
described in ECDC 23.50.040.F.3 can be met. The maximum amount that a buffer can be
reduced through buffer enhancement is 50%.
• A buffer may also be modified through a process called buffer av&raging. The criteria
applied to buffer averaging are listed in ECDC 23.50.040.F.4. T�he maximum amount that
the buffer width can be reduced at any single location through butter averaging is 50%.
• Development proposals that proposed encroachments into buffers beyond what is allowed
through the above methods require a Critical Areas Vari; -asonable Use
Exception. If you think that you have a proposal that may require, one of these processes,
please contact a Planner for more information. i
• Any time a development proposal requires an alteration to a wetland , a mitigation plan is
required as part of the Critical Areas report. In addition to the General Mitigation
I
requirements referenced above, mitigation requirements specific to wetlands are provided
in ECDC 23.50.050.
• NOTE: There are specific performance standards for the subdivision of lands in wetlands
and wetland buffers. These are listed in ECDC 23.50.0
If you have any questions about this determination, please cpntact a Planner for more information.
I I
Name
Signature
NOTE: Cited sections of the Edmonds Community Development Code (ECDC)
Edmonds website at www.ci.edmonds.wa.us.
June
Date
can be found on the City of
2
APPLICATION
Ae City of Edmonds for EASEMENT NO . .................................
SIDE SEWER PERMIT
NEW CONSTRUCTION REPAIRS LID NO ASMT,,.NO.
OWNER ------- ........................................................... CONTRACTOR ... E..�.n ---- 0 ..... a ......... P PERMIT NO. 4e>2.0
20��DIC) K4t-\Pl--f---\NQQC)
JOB ADDRESS ................................................................................... LEGAL DESCRIPTION: LOT NO. 15 .. ..... BLOCK NO - ------------------------------------
............................................. --------------------------------------------------------------------------------------------------------------------
NAMEOF ADDITION -----------------------------------------------------------------------------------------------------------------------
PER3GT
ca4i 775-2536 fcjX side newer inspections REFORM covering any portion of the construction.
Inspection will ber provided within 24 hours after requat. NO Sat., Sun., or holiday inspections)
20010 Mapl,,�wood Drive
ADDIUMSWCAMON OF. CONSMUMON ........ . ........ . .... . ...................................................... .... . .. ............
PWPXMY UWAL DZSCWCMON ..... !,-5J;9-ATTJA.'!;A9P .............................. . ........... ............. ...............
....................... ................... . ...... ........... . .......... . ................... ....... . ...................... . .................. . .............. ....... . ..............
....... . .................. . ................................... OWN= AND/Olt, BIDI"M ........ 1P Tff .................. . .................................. . .......................................................
NMM &
AfTMR0 ... . ........ ... ...
camm ... ZOO .. ... A.Y el. 5 ................. . .......
Peml-o-n- -is- g—Tanted ................ 7-,5
... 4 ...... . .. . ........... t 19 ... 14
..... . ... for repair and/or connection of a side sewer to the city sanitary sewer
systan in acoordance with City of FAmonds ordinances.
AqdlhrION IS CALLED TO THE FOLLOWING:
N o. I —The owners of the property may obtain a permit to construct newer inside property line. A licensed Side Sewer Contractor must be employed to construct
W side newer in street area. Do not cover any portlow of sewer before it has bow Umipected.
NOM No, 2—All work. performed in city right-of-wair requires an Invasion of Rigbt-of-Way PawAt obtainable from the City Engineer's office.
NOTE No. 3--Obtaln full information regaxdtng ordinaries 11.1&030 and Regulations governing side sewers when you got permit.
NOTE No. 4—Top of side newer must have at least 30 inches coverage at property line and 12 Inches Inside property line; minimum grade of 2%. No bends in grade
sharper than % will be permitted,
NOTE No. 5--Trenchen in street must be water settled and surface of street restored to original condition, Contractors shall be responsible for failure due to improper
work which may develop within one year of completion.
NOTE No. &—It is unlawful to alter or do any other work than to provided for in the permit, or to do any work on the main newer or Its appurtenances except to in-
sert the pipe Into the wye.
I)jSAPPWVM
AJ?PWVM Date.
Rmrwks: ....... . .......
Ay................ Date ..... .* ,,& .......... 2 ...... MV .. . .......... nau ...... ......................... By ................
BOTH Permit Copies MUST Be 04ped By Owner of Firm'Paeorming Conotructim PMOR To Request For Inspection
I .... . . R-.4a. /49141 .......................................... ... I hereby eer tify that the sewer InstsUation constructed under this permit
(owner of contracting Fum Performint Construction)
w1diptaued tri accordance with all governing ordboMex of the City of
Dated 19 .........
.. . . ................................................
01mck BMORM YM
Sewer 0, Other E3 4 Al
4, do *
Date: July 24, 1969 1
,--iemo to: 3JvkmxFbcxkcmm Public Works Department
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: All that portion of Tract 16, Maplewood Hills, according to
plat thereof recorded in Volume 10 of platsq records of Snohomish County, Wash.,
lying north of a line which is parallel to and distant 1101 S of the N line of
said Tract 16.
Commonly Known as: 20010 Maplewood Drive
Z.F.F. Calculation:
(279.32)
Z.F.F. x
$5.50
� I )
Unit x
$25.00
cc - B. P. Hemry
P.O. Box 369
Edmonds, Wn. 98020
Owner: B. P. Hemry
$ 1536.26 Connection Fee
25.00 Trunk Charge
8 10.00 Permit
$ 1571.26 TOTAL
i�r H. Conway for Leif V. Larson
V
RECEIVEU
JAN 0 t`j 2011
PLANtiNG DEFL
201012290544 4 PGS
12/29/2010 2:Mm
, 00
SNOHOMISH COUNT ARINGTON
Filed for Record at the Request Of:
Thomas J. Jurich Jr.
20002 Maplewood Drive
Edmonds, Washington 98026
SEWER EASEMENT
STREET FiLE
t. ,
NO EXCISE TAX
REQUIRED
DEC 2 9 2010
KIRKE SIEVERS, Snohomi3� Counly Treasurer
By KIRKE SIEVERS —
Grantors : Thomas J. Jurich Jr, and Ella Jurich, husband and wife
Grantee: Thomas J. Jurich Jr, and Ella Jurich, husband and wife
Legal Description: In SWII/4, NW1/4 Section 19, Township 27 North, Range 4 East, W.M.
Assessors Tax Parcel ID Nos.: 00506700001502 and 00506700001600
Reference number(s) of documents assigned or released: 2091059
Notice is hereby given that in consideration of mutual benefits to be derived, That the GRANTOR'S,
Thomas J. Jurich A and Ella Jurich, husband and wife, owners of the following described property,
situate in the City of Edmonds, County of Snohomish, State of Washington, to wit:
Parcel 1
All that portion of Tract 16, plat of Maplewood Hills, according to the plat thereof recorded in Volume 10
of Plats, page 121, records of Snohomish County, Washington, lying north of a line which is parallel to
and distant 110 feet south of the north line of said Tract 16;
Together with that portion of Tracts 15 and 16, plat of Maplewood Hills, described as follows:
Commencing at the northeast corner of said Tract 16;
thence South 00*08'45" West along the east line of said Tract 16 a distance of 110. 00 feet to an
intersection with the south line of the north 110 feet of Tract 16 and the True Point of Beginning;
thence North 89*25'37"West along said south line a distance of 261.93 feet to the west line of Tract 16;
thence South 00011'30" West along the west line of Tracts 15 and 16 a distance of 90.00 feet to an
intersection with a line which is 200 south and parallel with the north line of Tract 16;
thence South 89'25'37" East along said parallel line a distance of 118.00 feet;
thence North 08054'58" East a distance of 72.14 feet;
thence North 59029'48" East a distance of 34.87 feet;
thence South 89025'37" East a distance of 103.00 feet to the east line of said Tract 16;
thence North 00008'45" East along the east line of said Tract 16 a distance of 0.62 feet to the
True Point of Beginning.
Page I I
do hereby reserve and convey unto the GRANTEES, Thomas J. Jurich Jr, and Ella Jurich, husband and
wife, their heirs, successors and assigns, owners of the following described property, situate in the City of
Edmonds, County of Snohomish, State of Washington, to wit:
Parcel 2
That part of Tracts 15 and 16, plat of Maplewood Hills, according to the plat thereof recorded in
Volume 10 of Plats, page 121, records of Snohomish County, Washington, lying south of a line that is
parallel with and 110 feet south of the north line of Tract 16 of said plat, and lying north of a line that is
parallel with and 200 feet south of the north line of said Tract 16;
Except that portion of Tracts 15 and 16, plat of Maplewood Hills, described as follows:
Commencing at the northeast corner of said Tract 16;
thence South 00008'45" West along the east line of said Tract 16 a distance of 110.00 feet to an
intersection with the south line of the north 110 feet of Tract 16 and the True Point of Beginning;
thence North 89025'37"West along said south line a distance of 261.93 feet to the west line of Tract 16,
thence South 0001 V30" West along the west line of Tracts 15 and 16'a distance of 90.00 feet to an
intersection with a line which is 200 south and parallel with the north line of Tract 16;
thence South 89025'37" East along said parallel line a distance of 118.00 feet;
thence North 08054'58" East a distance of 72.14 feet;
thence North 59029'48" East a.distance of 34.87 feet;
thence South 89025'37" East a distance of 103.00 feet to the east line of said Tract 16,
thence North 00008'45" East along the east line of said Tract 16 a distance of 0.62 feet to the
True Point of Beginning.
A permanent easement 10.00 feet in width, lying 5.00 feet on each side of the sanitary side sewer as
constructed, for the operation and maintenance of sanitary side sewer and appurtenances over, under,
across through and upon the GRANTOR'S property (Parcel 1) first hereinabove described.
When necessary to maintain, repair and/or reconstruct any side sewer pipeline and appurtences located
upon or within the easement right of way hereinabove described, the GRANTEES shall have the right of
entry for such purposes, provided that when such entry is necessary, any such activity shall be performed
in workmanlike manner with all reasonable haste and the premises shall be restored to its previous
condition as soon as is reasonably possible, with the costs of any such activity and/or restoration being
borne by said GRANTEES.
Page 12
This instrument supersedes and replaces that certain "easement" for installation, operation and
maintenance of a sanitary sewer line recorded under Auditor's File Number 2091059, records of
Snohomish County, Washington.
This instrument shall be a covenant running with the lands hereinabove described and is binding upon the
owners of such lands, their heirs, successors and assigns, forever.
IN WIT SS WHEREOF we hereunto set our hands and seals this 9& day of
201 0
nomas J.SJS6rich Jr,
AAA�-
Ella Jurich U
State of Washington )
)SS
County of Snohomish )
I certify that I know or have satisfactory evidence that Thomas J. Jurich Jr, and Ella Jurich,
husband and wife, are the persons who appeared before me, and said persons
acknowledged that they signed this instrument, and acknowledged it to be their free and
voluntary act for the uses and purposes mentioned in the instrument.
Dated: OPT xe H A r6, it,
12010. ZY
E x P/,�
Z
N Public' and )r th
��tXe of Pk
shingto residing at ad, wA.
My appoin ment expires I - Icl - 9.13
Page 13
M A I P L E: W 0 . 0 D H J L L S
( V 0 L 1 0, F 6 .1 2 1
ss—
_SS
V-4 5'
10' SIDE
SEWER
14
EASEMENT —III LL
APPROX. LOCATION
C; EXIS11NG SANITARY (A
Z: SIDE SEWER L1_
0
PARCEL 1 IN,
W
_j
0-
13 >
PARCEL 2
_j
>
12 <
MAPLEW 0 0 D HILLS
V 0 L. 10,PG .121)
r-7VWIQIT
FOR
EASEMENT AGREEMENT
Page 14
M10111111111112 Lovell — Sauerland & Associates, Inc.
Engineers/Surveyors/Pla=ers/Development Consultants
e—mail: info@lsaengineering.com - web: Isaengineering.com
19217 36th Avenue W., Suite 106 - Lynnwood, WA 98036 (425)775-1591
DRAWN I CIMCZED I DATE F.B. SCALE
mm KM 12-13-10 1 - 1 1 "=60' 1 FuNO-4657
After recording return to:
Randy Bo z er, Esq.
7017 196' St. S.W.
Lynnwood!, WA 98.036
1411MIN
- �S/17 ,
----------- - --------------
TAX
WIRED
13 2909
10RK, KAW6, 090tw* C0UnWT(4V-=--
EASEMENT AGREEMENT
Reference Number(s) of Document assigned or released: Not Applicable
Werner(s) (Last name first, then first name and initials:
Grantee(s) (Last name first, then first name and initials:
Legal Description
(abbreviated: i.e., lot, block, plat or section, township, range):
Additional legal on pages 1, 2 of document(s)
Ptn. W 95 feet of Tract 17, Maplewood Hills, V. 10, Page 121
in the NW 1/4, NW V4, Section 19, T.27N, RAE, WM
Assessor's Property Tax Parcel/Account Number(s): 00506700001703
Wemer, Glenn 0. and Wemer,
Wendy N., H&W
Jurich, Thomas J., Jr. and
Jurich, Ella, H&W;
This Easement Agreement ("Easement") is,entered into between Glenn 0. Werner
and Wendy N. Werner, husband and wife (hereinafter referred to as "Werners") and
Thomas J. Jurich, Jr. and Ella Jurich, husband and wife (as to Parcel 2) and Thomas J.
Jurich, Jr., as his separate estate (as to Parcel 3) (hereinafter collectively referred to as
"Grantees").
RECITALS
A. Wemers own real property (Parcel 1) described as follows:
The West 95 feet of Tract 17, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington,
EXCEPT the North 16 feet thereof.
RKE Co"' E I V E D
Easement Agreement -l- OCT 14 2099
OEVELOPMENT'SERVICES CIR.
CITY OF EDMONDS
Said real property lies adjacent to the Grantees' property and Werners are willing to grant
an easement to Grantees for drainage purposes and ingress and egress thereto, subject to
and in accordance with the terms and conditions set forth herein.
B. Grantees own the following described real property:
Parcel 2:
All of that portion of Tract 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying north of a line which is parallel to and distant I 10 feet south of
the North line of said Tract 16.
Parcel 3:
That part of Tracts 15 and 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying south of a line that is parallel with and I 10 feet south of the
North line of said Tract 16 of said plat, and lying north of a line that is parallel
with and 200 feet south of the north line of said Tract 16.
Grantees have requested Werners to grant an easement for a stormwater drainage pipeline
to serve the Grantee's property on,the terms and conditions set forth herein.
WITNESSETH:
NOW, THEREFORE, in consideration of the mutual promises between
the parties and other valuable consideration, the parties agree as follows:
I . Werners hereby grant and convey to the present Grantees and future owners of the
property described above Parcels 2 and 3) a non-exclusive, perpetual easement for
stormwater drainage facilities, together with the right, privilege and authority to construct,
operate, maintain, repair, or rebuild those portions of the stormwater drainage system
described and allowed herein with necessary appurtenances within the premises, over and
across that part of the Werners' property (Larcel J1 described on Exhibit A hereto which
by this reference is incorporated herein (the "Easement Area"), as part of the larger
comprehensive storm drainage system for the Grantees' residential construction project
on Parcel 2 as shown on that certain Site Development (Plot Plan) for Jurich Residence
2002 Maplewood Drive (the "Drainage Plan"), prepared by Lovell-Sauerland &
Associates, Inc. ("Grantees' Engineer") attached hereto as Exhibit B which by this
reference is incorporated herein (the comprehensive drainage system and all components
thereof shown on the Drainage Plan, including the portions thereof to be installed on the
Werners' property, is hereafter referred to as, the "Drainage System"). The Drainage
System includes all components for storm water drainage collection, storage, retention,
Easement Agreement -2-
piping, and discharge shown on the Drainage Plan, wherever located, including, without
limitation, all piping and connections for the downspouts and sump drains for Werners'
present residence that are to be connected by Grantees to, and become part of, the
Drainage System.
2. The scope of this Easement and the rights herein granted shall be adequate to
provide for the installation and operation of the Drainage System designed by and for
Grantees in connection with their planned development of Parcel 2 and 3 and use of the
Easement Area shall be subject to the following conditions:
a) The Grantees, their agents, contractors, engineers and other designated
representatives, shall have the right of ingress and egress, at reasonable times and
upon reasonable prior notice to Werners, to the Easement Area from the adjacent
lands of the Grantees for the purposes described above and for no other purposes,
and to provide for maintenance, repair, or replacement of the Drainage System,
including, without limitation, all pipes, catch basins, and drainage control
facilities. This easement shall not provide the general public or any other persons
or entities with the right of ingress and egress to the Easement Area for any
purpose.
b) The Werners retain all rights in and to and interests in the Easement Area not
inconsistent with the grant of rights herein to Grantees, including, but not limited
to, the right to install, place, run, maintain, repair, and replace other utilities,
facilities, and improvements within or across the Easement Area, provided that
the Werners' exercise of any such rights does not unreasonably interfere with the
Grantees' rights under this Easement. The Werners agree not to unreasonably
interfere with the Grantee's ability to use or maintain the Drainage System.
c) On prior written notice given to the Werners and reasonable opportunity afforded
to the Werners to address alleged interferences with the easement rights herein
granted, the Grantees may, at Grantees' sole cost and expense, cut or remove
vegetation or remove physical interferences which, in the reasonable judgment of
the Grantees, constitute an unauthorized interference with, or obstruction, or
hazard to the Grantees' use of the Easement Area as provided for herein, only
upon written consent from the Werners, which consent shall not be unreasonably
delayed or withheld.
d) The Grantees, when exercising the easement rights herein granted, shall notify
Werners in advance (not less than 24 hours, except in the case of emergency) of
any intended activity in or upon the Easement Area or impacting the Easement
Area, drainage facilities therein, or the Werners' property, shall fully restore the
Easement Area to as good of condition as the same existed before the
construction, maintenance, repair, or other action affecting the Drainage System,
and shall leave the premises in a neat and proper order.
Easement Agreement -3-
4. The undersigned Grantor and Grantees hereby covenants, and each owner of any
parcel or lot by acceptance of a deed, or contract therefore, whether or not it shall be so
expressed in any such deed or other conveyance, is deemed to covenant and agree to pay
its share of the cost of routine maintenance of the portion of the Drainage System within
the Easement Area (such as clean out of the drainage facilities located therein)
("Common Maintenance Expense"). Each such cost, together with such interest, costs
and reasonable attorney's fees shall also be the personal obligation of the person who was
the owner of such property at the time when the common expense was incurred. Costs of
the Drainage System outside of the Easement Area, and costs of its repair other than
Common Maintenance Expense, shall be the sole responsibility of Grantees.
5. The Common Maintenance Expense of the Drainage System installed on the
Werner property shall be allocated equally between the Grantors' parcel and the Grantees'
two Parcels (three shares). If future subdividing either of the existing Parcels of Grantee
creates additional lots or parcels, then the Common Maintenance Expense shall be
allocated in equal shares among all such parcels, or lots served by the Easement, but in no
case no more than a total of four (4) legal single family residences, on the Grantees'
property, all meeting impervious area, retention, detention, storm water control and other
then -applicable storm drainage requirements of the City of Edmonds and other
governmental agencies having jurisdiction.
6. The easements, covenants, and restrictions herein shall inure to the benefit of and
bind the successors of the respective parties and shall run with the land. The easement is
for the benefit of the existing Parcels 2 and 3 and lots created therefrom. Provided that at
no time may more than four (4) lawful, conforming single family residences on the
Grantees' property, be allowed to connect to the Drainage System. This restriction does
not limit the number of lots allowed to be created on Parcels 2 and 3.
7. Upon sale or transfer of a lot or parcel referenced herein and subject hereto, in
whole or part, by recordation of a deed, contract, or other binding instrument of
conveyance, the purchaser(s)/transferee(s) thereof shall thereafter be the responsible party
or parties hereunder, and the seller(s)/transferor(s) thereof shall thereafter have no
obligations hereunder, except to the extent otherwise expressly provided with respect to
accrued costs and expenses under paragraph 4 above, which as between such parties and
the other parties to this easement, shall be the responsibility of both the seller/transferor
and the purchaser/transferee until paid.
8. The parties acknowledge that surface water from lands adjacent to the Grantees
Parcels 2 and 3 currently drains onto the properties burdened and benefitted by this
Easement. The Easement will also serve to drain and channel said surface water through
the Drainage System so long as any such historically or naturally occurring water is
lawfully and properly managed and conveyed by the Drainage System. Werners grant
Grantees the right to drain said offsite surface water through the portion of the Drainage
Easement Agreement 4-
System located in the Easement Area, but not the right to take any action or do any thing
to increase the volume of existing off -site flows as of the effective date hereof or storm
water now draining toward or onto the Werners' property.
9. The Werners may relocate the Easement Area and drainage facilities therein to
another area on their property provided that the following conditions are met: (1)
Grantees have approved the plans for relocation in writing in advance; (2) Werners
relocate the Easement Area and affected drainage facilities at their own expense; (3) the
proposed relocation will provide the same or better facility for conveyance of drainage
waters.
10. This Easement shall be effective upon recording by Grantees, who shall bear all
associated costs and shall comply with all recording requirements, recording fees, and
other charges.
11. The prevailing party shall be awarded reasonable attorney fees and costs in any
court or arbitration proceeding initiated to enforce any provision of this instrument, or in
the event an attorney is retained to assist in the enforcement of this easement, whether
suit or arbitration proceedings are initiated or not. Venue for any court or arbitration
action shall be Snohomish County, Washington.
12. This Easement is governed by, and shall be interpreted, applied, and enforced in
accordance with the laws and judicial decisions of the State of Washington. The terms
and conditions hereof cannot be modified or amended in any manner except by a writing
signed by all parties hereto and recorded in the official land records of Snohomish
County, Washington.
13. This easement and all rights conferred to Grantees hereunder are granted by
Werners in reliance on information supplied by Grantees' and Grantees' Engineer,
including that certain Engineering and Drainage Report for Jurich Residence, City File
No. BLD20090505, dated July 2009, revised September 2009 prepared by Grantees'
Engineer (the "Engineer's Report") and other information provided by Grantees'
Engineer to Werners, such as the legal description for the Easement Area drawn up by
Grantees' Engineer, as well as on the review of Grantees' proposed residential building
project, BLD20090505 and the proposed Drainage System by the City of Edmonds for
adequacy, capacity, and conformance with the City's storm drainage regulations and
standards, the City's determination that Grantees are not required to pump storm water to
the public storm water conveyance system in Maplewood Drive, and the City's
determination that the Drainage System satisfies or exceeds all applicable regulations and
standards. By entering into this Agreement, Grantees are not making any warranty or
guarantee that the Werner property will never suffer surface water on their property.
14. Grantees shall pay all reasonable costs and expenses incurred by Werners related
to the review of the Drainage Plan and Drainage System and other information and
Easement Agreement -5-
materials supplied by Grantees' Engineer, granting of the rights set forth in this
Easement, and preparation of the Easement and other documentation relating to the
subject matter hereof as deemed necessary by Wemers, including, but not limited to,
Werner' attorney's fees.
IN WITNESS WHEREOF, the parties hereto have executed this Easement as of
the date set forth next to their respective signatures, to be effective upon recordation in
the official land records of Snohomish County, Washington.
Glenn 0. Werner, Date 13 --,a,
WendyA. Werner, Date /P —
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Glenn 0. Wemer and
Wendy N. Werner personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act for the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto
lfl-k5�er 20—Of
%Z1 N
\SS10*
+OT4+
CA 1;
C,
oil%...
%\% .
(Use this space for
Notary Seal Stamp)
Easement Agreement -6-
this /,�O day of
Nbt* Public in Axi-for the State of
Washington
Residing at Fqz /tt
MyAommission exp�
(Type or Print Notary Name)
ThorAas J. Jurich, Jr, Date
F—j—j 6,— �1 A - A.,
Ella JunA, Date 1 Q
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr. and
Ella Jurich personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act for the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto '�F d this 1310�- day of
06700(-46e, 5200 / // "07 ---")
Is,
A
%ON 't,,
b 4; A_
z
OIA/t
04 �.,
;FO
Z
0
2
(Use this space for
Notary Seal Stamp)
Easement Agreement -7-
Notary Public in an4-fdr the State of
Washington
Residing at
My!pn ission expires:
gel
(Type or Print Notary Name)
Tho as J. Jurich, Jr., Date I t 'J�' —c>
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr.
personally appeared before me this day and signed this instrument and acknowledged it as
his free and voluntary act for the uses and purposes mentioned in the instrument.
WITNESS my hand and official seal hereto
2 0, Xl'
r
C;/"
OWMIS
Vb' _-"�%ON e
1z
01
0
U
AZ
"tto 2-2-
0'P wp'sx'�
(Use this space for
Notary Seal Stamp)
Easement Agreement -8-
/3A day of
Notary Public in and Tor the State of
Washington
Residingat Edma"Wi
MY mmissionexpire5: ,-)2,-422,42g;,,,o
aic4--tc 6— C--7.-*"cl'
(Type or Print Notary Name)
EXHIBIT "A"
Private Easement Legal Description
(on Werner Property)
That portion of the West 95 feet of Tract 17, Maplewood Hills, according to the Plat
thereof recorded in Volume 10 of Plats, Page 121, records of Snohomish County,
Washington, described as follows:
Beginning at the southeast corner of the west 95 feet of said Tract 17;
thence N 89*25'37" W, along the south line of said Tract 17, a distance of 27.59 feet to
the True Point of Beginning;
thence continuing N 89025'37" W, along said south line, a distance of 18.81 feet;
thence N 58*27'27" E, a distance of 42.80 feet to an intersection with a line drawn
parallel with and 10.00 west of the east line of said west 95 feet;
thence N 00*11'30" E, along said parallel line, a distance of 67.91 feet;
thence S 89*25'37" E, a distance of 2.50 feet to an intersection with a line drawn parallel
with and 7.50 west of said east line;
thence N 00'11'30" E, along said parallel line, a distance of 20.00 feet;
thence N 89025'37" W, a distance of 2.50 feet to an intersection with a line drawn
parallel with and 10.00 west of said east line;
thence N 00011'30" E, along said parallel line, a distance of 30.00 feet to an intersection
with a line drawn parallel with and 26.00 south of the north line of said Tract 17;
thence N 89025'37" W, along said parallel line, a distance of 37.00 feet;
thence N 00*11'30" E, a distance of 10.00 feet to an intersection with a line drawn
parallel with and 16.00 south of said north line;
thence S 89025'37" E, along said parallel line, a distance of 47.00 feet to said east line
of the west 95 feet;
thence S 00"l 1'30" W, along said east line, a distance of 133.42 feet;
thence S 58*27'27" W, a distance of 32.44 feet to said south line of said Tract 17 and
the True Point of Beginning.
Easement Agreement -9-
north line of Tract 17
s ag'25'37' E
T 47.00'
00% .50
Lp
N 897V37' W
Id'
ig, east line of the
z I west 95 feet
N ag75-37- *-2.50'--� of Tract 17
EX. DOWNSPOUT
EX. FIREPLACE 1JI
EXISTING
HOUSE
#19922
S 8975*37' E
15V
EX. DOWNfLUT
EX. SUMP PUMP41
III
EXISTING O'�r IW
CONCRETE
RETAINING WALL
Cal
z
WERNER
PROPERTY
j
Ise-f
N
27.59
W N 89'2V37-
We point
of beginning
JURPCH PROPERTY
Easement Agreement _10-
—N 00'11'30" E-20.00'
— NEW
CLIRTAIN
DRAIN
awthent emer of
the west 95 feet
of Tract 17
EXHIBIT B
FOR
EASEMENT AGREEMENT
rol
Lovell — Sauerland & Associates, Inc.
En&eers/Surveyors/Pla=ers/Development Consultants
e—mafl: info@lsaen&eering.com web: Isaengineering.com
19217 36th Avenue W., Suite 106 - Lynnwood-, VA 98036 (425)775-1591
DRAWN JTT 1 1 sclm"130' nix No. 465
KIVI CHMM I DATE 2 09 1 ra —
After recording return to:
Randy Bo z er, Esq.
7017 196' St. S.W.
Lynnwood; WA98.036
C(OPY
EASEMENT AGREEMENT
Reference Number(s) of Document assigned or released: Not Applicable
Werner(s) (Last name first, then first name and initials:
Grantee(s) (Last name,first, then first name and initials:
Legal Description
(abbreviated: i.e., lot, block, plat or section, township, range):
Additional legal on pages 1, 2 of document(s)
Ptn. W 95 feet of Tract 17, Maplewood Hills, V. 10, Page 121
in the NW 1/4,NW Y4, Section 19, T.27N, RAE, WM
Assessor's Property Tax Parcel/Account Number(s): 00506700001703
XCISE TAX
REQUIRED
OCT 13 2009
KIM BIEVE", Mom* Counq TMXM
By
Werner, Glenn 0. and Werner,
Wendy N., H&W
Jurich, Thomas J., Jr. and
Jurich, Ella, H&W;
This Easement Agreement ("Easement") is entered into between Glenn 0. Werner
and Wendy N. Werner, husband and wife (hereinafter referred to as "Werners") and
Thomas J. Jurich, Jr. and Ella Jurich, husband and wife (as to Parcel 2) and Thomas J.
Jurich, Jr., as his separate estate (as to Parcel 3) (hereinafter collectively referred to as
"Grantees").
RECITALS
A. Werners own real property (Earcel 1) described as follows:
The West 95 feet of Tract 17, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 12 1, records of Snohomish County,
Washington,
EXCEPT the North 16 feet thereof.
Easement Agreement -1-
RECEIVED
OCT 14 2009
DEVELOPMENT SERUES CTR-
CITY OF EDMONDS
Said real property lies adjacent to the Grantees' property and Werners are willing to grant
an easement to Grantees for drainage purposes and ingress and egress thereto, subject to
and in accordance with the terms and conditions set forth herein.
B. Grantees own the following described real property:
Parcel 2:
All of that portion of Tract 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying north of a line which is parallel to and distant 110 feet south of
the North line of said Tract 16.
Parcel 3:
That part of Tracts 15 and 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying south of a line that is parallel with and I 10 feet south of the
North line of said Tract 16 of said plat, and lying north of a line that is parallel
with and 200 feet south of the north line of said Tract 16.
Grantees have requested Werners to grant an easement for a stormwater drainage pipeline
to serve the Grantee's property on. the terms and conditions set forth herein.
WITNESSETH:
NOW, THEREFORE, in consideration of the mutual promises between
the parties and other valuable consideration, the parties agree as follows:
I . Werners hereby grant and convey to the present Grantees and future owners of the
property described above (Parcels 2 and 3) a non-exclusive, perpetual easement for
stormwater drainage facilities, together with the right, privilege and authority to construct,
operate, maintain, repair, or rebuild those portions of the stormwater drainage system
described and allowed herein with necessary appurtenances within the premises, over and
across that part of the Wemers' property (Rarcel 1) described on Exhibit A hereto which
by this reference is incorporated herein (the "Easement Area"), as part of the larger
comprehensive storm drainage system for the Grantees' residential construction project
on Parcel 2 as shown on that certain Site Development (Plot Plan) for Jurich Residence
2002 Maplewood Drive (the "Drainage Plan"), prepared by Lovell-Sauerland &
Associates, Inc. ("Grantees' Engineer") attached hereto as Exhibit B which by this
reference is incorporated herein (the comprehensive drainage system and all components
thereof shown on the Drainage Plan, including the portions thereof to be installed on the
Werners' property, is hereafter referred to as, the "Drainage System"). The Drainage
System includes all components for storm water drainage collection, storage, retention,
Easement Agreement -2-
piping, and discharge shown on the Drainage Plan, wherever located, including, without
limitation, all piping and connections for the downspouts and sump drains for Wemers'
present residence that are to be connected by Grantees to, and become part of, the
Drainage System.
2. The scope of this Easement and the rights herein granted shall be adequate to
provide for the installation and operation of the Drainage System designed by and for
Grantees in connection with their planned development of Parcel 2 and 3 and use of the
Easement Area shall be subject to the following conditions:
a) The Grantees, their agents, contractors, engineers and other designated
representatives, shall have the right of ingress and egress, at reasonable times and
upon reasonable prior notice to Wemers, to the Easement Area from the adjacent
lands of the Grantees for the purposes described above and for no other purposes,
and to provide for maintenance, repair, or replacement of the Drainage System,
including, without limitation, all pipes, catch basins, and drainage control
facilities. This easement shall not provide the general public or any other persons
or entities with the right of ingress and egress to the Easement Area for any
purpose.
b) The Werners retain all rights in and to and interests in the Easement Area not
inconsistent with the grant of rights herein to Grantees, including, but not limited
to, the right to install, place, run, maintain, repair, and replace other utilities,
facilities, and improvements within or across the Easement Area, provided that
the Wemers' exercise of any such rights does not unreasonably interfere with the
Grantees' rights under this Easement. The Werners agree not to unreasonably
interfere with the Grantee's ability to use or maintain the Drainage System.
c) On prior written notice given to the Wemers and reasonable opportunity afforded
to the Wemers to address alleged interferences with the easement rights herein
granted, the Grantees may, at Grantees' sole cost and expense, cut or remove
vegetation or remove physical interferences which, in the reasonable judgment of
the Grantees, constitute an unauthorized interference with, or obstruction, or
hazard to the Grantees' use of the Easement Area as provided for herein, only
upon written consent from the Werriers, which consent shall not be unreasonably
delayed or withheld.
d) The Grantees, when exercising the easement rights herein granted, shall notify
Werners; in advance (not less than 24 hours, except in the case of emergency) of
any intended activity in or upon the Easement Area or impacting the Easement
Area, drainage facilities therein, or the Wemers' property, shall fully restore the
Easement Area to as good of condition as the same existed before the
construction, maintenance, repair, or other action affecting the Drainage System,
and shall leave the premises in a neat and proper order.
Easement Agreement -3-
4. The undersigned Grantor and Grantees hereby covenants, and each owner of any
parcel or lot by acceptance of a deed, or contract therefore, whether or not it shall be so
expressed in any such deed or other conveyance, is deemed to covenant and agree to pay
its share of the cost of routine maintenance of the portion of the Drainage System within
the Easement Area (such as clean out of the drainage facilities located therein)
("Common Maintenance Expense"). Each such cost, together with such interest, costs
and reasonable attorney's fees shall also be the personal obligation of the person who was
the owner of such property at the time when the common expense was incurred. Costs of
the Drainage System outside of the Easement Area, and costs of its repair other than
Common Maintenance Expense, shall be the sole responsibility of Grantees.
5. The Common Maintenance Expense of the Drainage System installed on the
Werner property shall be allocated equally between the Grantors' parcel and the Grantees'
two Parcels (three shares). If future subdividing either of the existing Parcels of Grantee
creates additional lots or parcels, then the Common Maintenance Expense shall be
allocated in equal shares among all such parcels, or lots served by the Easement, but in no
case no more than a total of four (4) legal single family residences, on the Grantees'
property, all meeting impervious area, retention, detention, storm water control and other
the n-applicable storm drainage requirements of the City of Edmonds and other
governmental agencies having jurisdiction.
6. The easements, covenants, and restrictions herein shall inure to the benefit of and
bind the successors of the respective parties and shall run with the land. The easement is
for the benefit of the existing Parcels 2 and 3 and lots created therefrom. Provided that at
no time may more than four (4) lawful, conforming single family residences on the
Grantees' property, be allowed to connect to the Drainage System. This restriction does
not limit the number of lots allowed to be created on Parcels 2 and 3.
7. Upon sale or transfer of a lot or parcel referenced herein and subject hereto, in
whole or part, by recordation of a deed, contract, or other binding instrument of
conveyance, the purchaser(s)/transferee(s) thereof shall thereafter be the responsible party
or parties hereunder, and the seller(s)/transferor(s) thereof shall thereafter have no
obligations hereunder, except to the extent otherwise expressly provided with respect to
accrued costs and expenses under paragraph 4 above, which as between such parties and
the other parties to this easement, shall be the responsibility of both the seller/transferor
and the purchaser/transferee until paid.
8. The parties acknowledge that surface water from lands adjacent to the Grantees
Parcels 2 and 3 currently drains onto the properties burdened and benefitted by this
Easement. The Easement will also serve to drain and channel said surface water through
the Drainage System so long as any such historically or naturally occurring water is
lawfully and properly managed and conveyed by the Drainage System. Werners grant
Grantees the right to drain said offsite surface water through the portion of the Drainage
Easement Agreement -4-
System located in the Easement Area, but not the right to take any action or do any thing
to increase the volume of existing off -site flows as of the effective date hereof or storm
water now draining toward or onto the Werners' property.
9. The Werners may relocate the Easement Area and drainage facilities therein to
another area on their property provided that the following conditions are met: (1)
Grantees have approved the plans for relocation in writing in advance; (2) Werners
relocate the Easement Area and affected drainage facilities at their own expense; (3) the
proposed relocation will provide the same or better facility for conveyance of drainage
waters.
10. This Easement shall be effective upon recording by Grantees, who shall bear all
associated costs and shall comply with all recording requirements, recording fees, and
other charges.
11. The prevailing party shall be awarded reasonable attorney fees and costs in any
court or arbitration proceeding initiated to enforce any provision of this instrument, or in
the event an attorney is retained to assist in the enforcement of this easement, whether
suit or arbitration proceedings are initiated or not. Venue for any court or arbitration
action shall be Snohomish County, Washington.
12. This Easement is governed by, and shall be interpreted, applied, and enforced in
accordance with the laws and judicial decisions of the State of Washington. The terms
and conditions hereof cannot be modified or amended in any manner except by a writing
signed by all parties hereto and recorded in the official land records of Snohomish
County, Washington.
13. This easement and all rights conferred to Grantees hereunder are granted by
Werners in reliance on information supplied by Grantees' and Grantees' Engineer,
including that certain Engineering and Drainage Report for Jurich Residence, City File
No. BLD20090505, dated July 2009, revised September 2009 prepared by Grantees'
Engineer (the "Engineer's Report") and other information provided by Grantees'
Engineer to Werners, such as the legal description for the Easement Area drawn up by
Grantees' Engineer, as well as on the review of Grantees' proposed residential building
project, BLD20090505 and the proposed Drainage System by the City of Edmonds for
adequacy, capacity, and conformance with the City's storm drainage regulations and
standards, the City's determination that Grantees are not required to pump storm water to
the public storm water conveyance system in Maplewood Drive, and the City's
determination that the Drainage System satisfies or exceeds all applicable regulations and
standards. By entering into this Agreement, Grantees are not making any warranty or
guarantee that the Werner property will never suffer surface water on their property.
14. Grantees shall pay all reasonable costs and expenses incurred by Werners related
to the review of the Drainage Plan and Drainage System and other information and
Easement Agreement -5-
materials supplied by Grantees' Engineer, granting of the rights set forth in this
Easement, and preparation of the Easement and other documentation relating to the
subject matter hereof as deemed necessary by Werners, including, but not limited to,
Werner' attorney's fees.
IN WITNESS WHEREOF, the parties hereto have executed this Easement as of
the date set forth next to their respective signatures, to be effective upon recordation in
the official land records of Snohomish County, Washington.
et �11 "
Glenn 0. Werner, Date 16 - 13 - O!q
WendyA. Werner, Date
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Glenn 0. Werner and
Wendy N. Werner personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act for the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto
t4,1k5�er , 2 00—f
vh
S 41,
10*
A
rA
10 4'BL%C' �F
22-A
WA S Vo�
(Use this space for
Notary Seal Stamp)
Easement Agreement -6-
this /34day of
Nbotafy Public in arid -for the State of
Washington
Residing at
Mygommission expires: awV4ez
(Type or Print Notary Name)
I
[VVV
ThorAas J. Jurieb, Jr, Date_L"( 0
Fjj a'— lsn A A,�, %,.. e�::�
Ella JunA, Date (-,)I) C)
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr. and
Ella Jurich personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act fot the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto
2061
f. G/P
A,
0
%ON
O-V
Z
.50
;A%, 02-22- 0 -
OF
(Use this space for
Notary Seal Stamp)
Easement Agreement -7-
1%, �"' "
Notary Public in
Washington
this /34- day of
the State of
Residing at X
2 -fOj 0
My �qnm�ssion expires: PJI-Z-k4
r, � e-, 4 A " C /, F - =r, d
(Type or Print Notary Name)
Thomas J. Jurich, Jr., Date 0�
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr.
personally appeared before me this day and signed this instrument and acknowledged it as
his free and voluntary act for the uses and purposes mentioned in the instrument.
WITNESS my hand and official sea] hereto
20019
4\014 0
"P
0
Q
IZ, ZF 0
A\ -F A�
Cj
0 WP,
III% \\\\\\\\
(Use this space for
Notary Seal Stamp)
Easement Agreement -8-
s /34 day of
Notary Public in and Tor the State of
Washington
Residing at
M5bmmission expire 2,-- 2 2, �21 0
C 4 - tc rly
(Type or Print Notary Name)
EXHIBIT "A"
Private Easement Legal Description
(on Werner Property)
That portion of the West 95 feet of Tract 17, Maplewood Hills, according to the Plat
thereof recorded in Volume 10 of Plats, Page 121, records of Snohomish County,
Washington, described as follows:
Beginning at the southeast corner of the west 95 feet of said Tract 17;
thence N 89*25'37" W, along the south line of said Tract 17, a distance of 27.59 feet to
the True Point of Beginning;
thence continuing N 89'25'37" W, along said south line, a distance of 18.81 feet;
thence N 58*27'27" E, a distance of 42.80 feet to an intersection with a line drawn
parallel with and 10.00 west of the east line of said west 95 feet;
thence N 00011'30" E, along said parallel line, a distance of 67.91 feet;
thence S 89025'37" E, a distance of 2.50 feet to an intersection with a line drawn parallel
with and 7.50 west of said east line;
thence N 00*11'30" E, along said parallel line, a distance of 20.00 feet;
thence N 89025'37" W, a distance of 2.50 feet to an intersection with a line drawn
parallel with and 10.00 west of said east line;
thence N 00*11'30" E, along said parallel line, a distance of 30.00 feet to an intersection
with a line drawn parallel with and 26.00 south of the north line of said Tract 17;
thence N 89025'37" W, along said parallel line, a distance of 37.00 feet;
thence N 00011'30" E, a distance of 10.00 feet to an intersection with a line drawn
parallel with and 16.00 south of said north line;
thence S 89025'37" E, along said parallel line, a distance of 47.00 feet to said east line
of the west 95 feet;
thence S 00011'30" W, along said east line, a distance of 133.42 feet;
thence S 58027'27" W, a distance of 32.44 feet to said south line of said Tract 17 and
the True Point of Beginning.
Easement Agreement -9-
IJ
/- n orth line of Tract 17
S 89-25'37* E
47.00'
L— — — — — — — -
37.01)
N 89"25'37' W
W
Jr, 9 east line of the
z wed 95 feet
N 89'25'37' W-2-50'-� of Tract 17
-------
Ir
EX. DOWNSPOUT
EXISTING
EX. FIREPLACE
HOUSE
#19922
S 897V37" E
2.50'
EX. DOWNSPOUT
EX. SUMP MP41
III
EXISTING 8-'�r 1W
CONCRETE - I�
RETAINING WALL all-
r�
018
1z
WERNIER
PROPER7Y
N
III
27.59
W k N 89-25-37- ;
true point
of beginning
JUROCH PROPERTY
Easement Agreement -10-
-N OM1'30" E-20.00'
- NEW
CURTAIN
DRAIN
southeast corner of
the west 95 feet
of Tract 17
EXHIBIT B
FOR
EASEMENT AGREEMENT
rArlAk
LOW
Lovell—Sauerland & Associates, Inc.
Engineers/Surveyors/Planners/Development Consultants
e—mail: info@baengineering.com web: Isaengineering.com
19217 36th Avenue W., Suite 106 1 Lynnwood, WA 98036 (425)775-1591
DRAWN
KIVI C MJUT TW I DiAOTE12.09 I ?a scl""1=30' nz No 4657
i
After recording return to:
Randy Bo z er, Esq.
7017 196' St. S.W.
LynnwoWj WA 98.036
C(OPY
EASEMENT AGREEMENT
Reference Number(s) of Document assigned or released: Not Applicable
Werner(s) (Last name first, then first name and initials:
Grantee(s) (Last name first, then first name and initials
Legal Description
(abbreviated: i.e., lot, block, plat or section, township, range):
Additional legal on pages 1, 2 of document(s)
Ptn. W 95 feet of Tract 17, Maplewood Hills, V. 10, Page 121
in the NW 1/4,NW V4, Section 19, T.27N, RAE, WM
Assessor's Property Tax Parcel/Account Number(s): 00506700001703
No EXCISE TAX
REQUIRED
OCT 13 2009
KIME BIEVER6, W**T�o Counq TMOM
Werner, Glenn 0. and Werner,
Wendy N., H&W
Jurich, Thomas J., Jr. and
Jurich, Ella, H&W;
- This Easement Agreement ("Easement") is entered into between Glenn 0. Wemer
and Wendy N. Wemer, husband and wife (hereinafter referred to as "Werners") and
Thomas J. Jurich, Jr. and Ella Jurich, husband and wife (as to Parcel 2) and Thomas J.
Jurich, Jr., as his separate estate (as to Parcel 3) (hereinafter collectively referred to as
"Grantees").
RECITALS
A. Werriers own real'property (Parcel I ollows:
) described as f
The West 95 feet of Tract 17, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington,
EXCEPT the North 16 feet thereof.
Easement Agreement -1-
171,Albl
OCT 14 2009
DEVELOPMENT SERVICES CTR-
CITY OF EDMONDS
Said real property lies adjacent to the Grantees' property and Werners are willing to grant
an easement to Grantees for drainage purposes and ingress and egress thereto, subject to
and in accordance with the terms and conditions set forth herein.
B. Grantees own the following described real property:
Parcel 2:
All of that portion of Tract 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying north of a line which is parallel to and distant I 10 feet south of
the North line of said Tract 16.
Parcel 3:
That part of Tracts 15 and 16, Maplewood Hills, according to the Plat thereof
recorded in Volume 10 of Plats, page 121, records of Snohomish County,
Washington, lying south of a line that is parallel with and I 10 feet south of the
North line of said Tract 16 of said plat, and lying north of a line that is parallel
with and 200 feet south of the north line of said Tract 16.
Grantees have requested Werners to grant an easement for a stormwater drainage pipeline
to serve the Grantee's property on. the terms and conditions set forth herein.
WITNESSETH:
NOW, THEREFORE, in consideration of the mutual promises between
the parties and other valuable consideration, the parties agree as follows:
I . Werners hereby grant and convey to the present Grantees and future owners of the
property described above (Parcels 2 and 3 a non-exclusive, perpetual easement for
stormwater drainage facilities, together with the right, privilege and authority to construct,
operate, maintain, repair, or rebuild those portions of the stormwater drainage system
described and allowed herein with necessary appurtenances within the premises, over and
across that part of the Werners' property (Zarcel 1) described on Exhibit A hereto which
by this reference is incorporated herein (the "Easement Area"), as part of the larger
comprehensive storm drainage system for the Grantees' residential construction project
on Parcel 2 as shown on that certain Site Development (Plot Plan) for Jurich Residence
2002 Maplewood Drive (the "Drainage Plan"), prepared by Lovell-Sauerland &
Associates, Inc. ("Grantees' Engineer") attached hereto as Exhibit B which by this
reference is incorporated herein (the comprehensive drainage system and all components
thereof shown on the Drainage Plan, including the portions thereof to be installed on the
Werners' property, is hereafter referred to as, the "Drainage System"). The Drainage
System includes all components for storm water drainage collection, storage, retention,
Easement Agreement -2-
piping, and discharge shown on the Drainage Plan, wherever located, including, without
limitation, all piping and connections for the downspouts and sump drains for Werners'
present residence that are to be connected by Grantees to, and become part of, the
Drainage System.
2. The scope of this Easement and the rights herein granted shall be adequate to
provide for the installation and operation of the Drainage System designed by and for
Grantees in connection with their planned development of Parcel 2 and 3 and use of the
Easement Area shall be subject to the following conditions:
a) The Grantees, their agents, contractors, engineers and other designated
representatives, shall have the right of ingress and egress, at reasonable times and
upon reasonable prior notice to Werners, to the Easement Area from the adjacent
lands of the Grantees for the purposes described above and for no other purposes,
and to provide for maintenance, repair, or replacement of the Drainage System,
including, without limitation, all pipes, catch basins, and drainage control
facilities. This easement shall not provide the general public or any other persons
or entities with the right of ingress and egress to the Easement Area for any
purpose.
b) The Werners retain all rights in and to and interests in the Easement Area not
inconsistent with the grant of rights herein to Grantees, including, but not limited
to, the right to install, place, run, maintain, repair, and replace other utilities,
facilities, and improvements within or across the Easement Area, provided that
the Werners' exercise of any such rights does not unreasonably interfere with the
Grantees" rights under this Easement. The Werners agree not to unreasonably
interfere with the Grantee's ability to use or maintain the Drainage System.
c) On prior written notice given to the Wemers and reasonable opportunity afforded
to the Werners to address alleged interferences with the easement rights herein
granted, the Grantees may, at Grantees' sole cost and expense, cut or remove
vegetation or remove physical interferences which, in the reasonable judgment of
the Grantees, constitute an unauthorized interference with, or obstruction, or
hazard to the Grantees' use of the Easement Area as provided for herein, only
upon written consent from the Werners, which consent shall not be unreasonably
delayed or withheld.
d) The Grantees, when exercising the easement rights herein granted, shall notify
Werners in advance (not less than 24 hours, except in the case of emergency) of
any intended activity in or upon the Easement Area or impacting the Easement
Area, drainage facilities therein, or the Werners' property, shall fully restore the
Easement Area to as good of condition as the same existed before the
construction, maintenance, repair, or other action affecting the Drainage System,
and shall leave the premises in a neat and proper order.
Easement Agreement -3-
4. The undersigned Grantor and Grantees hereby covenants, and each owner of any
parcel or lot by acceptance of a deed, or contract therefore, whether or not it shall be so
expressed in any such deed or other conveyance, is deemed to covenant and agree to pay
its share of the cost of routine maintenance of the portion of the Drainage System within
the Easement Area (such as clean out of the drainage facilities located therein)
("Common * Maintenance Expense"). Each such cost, together with such interest, costs
and reasonable attorney's fees shall also be the personal obligation of the person who was
the owner of such property at the time when the common expense was incurred. Costs of
the Drainage System outside of the Easement Area, and costs of its repair other than
Common Maintenance Expense, shall be the sole responsibility of Grantees.
5. The Common Maintenance Expense of the Drainage System installed on the
Werner property shall be allocated equally between the Grantors' parcel and the Grantees'
two Parcels (three shares). If future subdividing either of the existing Parcels of Grantee
creates additional lots or parcels, then the Common Maintenance Expense shall be
allocated in equal shares among all such parcels, or lots served by the Easement, but in no
case no more than a total of four (4) legal single family residences, on the Grantees'
property, all meeting impervious area, retention, detention, storm water control and other
the n-applicable storm drainage requirements of the City of Edmonds and other
governmental agencies having jurisdiction.
6. The easements, covenants, and restrictions herein shall inure to the benefit of and
bind the successors of the respective parties and shall run with the land. The easement is
for the benefit of the existing Parcels 2 and 3 and lots created therefrom. Provided that at
no time may more than four (4) lawful, conforming single family residences on the
Grantees' property, be allowed to connect to the Drainage System. This restriction does
not limit the number of lots allowed to be created on Parcels 2 and 3.
7. Upon sale or transfer of a lot or parcel referenced herein and subject hereto, in
whole or part, by recordation of a deed, contract, or other binding instrument of
conveyance, the purchaser(s)/transferee(s) thereof shall thereafter be the responsible party
or parties hereunder, and the seller(s)/transferor(s) thereof shall thereafter have no
obligations hereunder, except to the extent otherwise expressly provided with respect to
accrued costs and expenses under paragraph 4 above, which as between such parties and
the other parties to this easement, shall be the responsibility of both the seller/transferor
and the purchaser/transferee until paid.
8. The parties acknowledge that surface water from lands adjacent to the Grantees
Parcels 2 and 3 currently drains onto the properties burdened and benefitted by this
Easement. The Easement will also serve to drain and channel said surface water through
the Drainage System so long as any such historically or naturally occurring water is
lawfully and properly managed and conveyed by the Drainage System. Werners grant
Grantees the right to drain said offsite surface water through the portion of the Drainage
Easement Agreement -4-
System located in the Easement Area, but not the right to take any action or do any thing
to increase the volume of existing off -site flows as of the effective date hereof or storm
water now draining toward or onto the Werners' property.
9. The Werners may relocate the Easement Area and drainage facilities therein to
another area on their property provided that the following conditions are met: (1)
Grantees have approved the plans for relocation in writing in advance; (2) Werners
relocate the Easement Area and affected drainage facilities at their own expense; (3) the
proposed relocation will provide the same or better facility for conveyance of drainage
waters.
10. This Easement shall be effective upon recording by Grantees, who shall bear all
associated costs and shall comply with all recording requirements, recording fees, and
other charges.
11. The prevailing party shall be awarded reasonable attorney fees and costs in any
court or arbitration proceeding initiated to enforce any provision of this instrument, or in
the event an attorney is retained to assist in the enforcement of this easement, whether
suit or arbitration proceedings are initiated or not. Venue for any court or arbitration
action shall be Snohomish County, Washington.
12. This Easement is governed by, and shall be interpreted, applied, and enforced in
accordance with the laws and judicial decisions of the State of Washington. The terms
and- conditions hereof cannot be modified or amended in any manner except by a writing
signed by all parties hereto and recorded in the official land records of Snohomish
County, Washington.
13. This easement and all rights conferred to Grantees hereunder are granted by
Werners in reliance on information supplied by Grantees' and Grantees' Engineer,
including that certain Engineering and Drainage Report for Jurich Residence, City File
No. BLD20090505, dated July 2009, revised September 2009 prepared by Grantees'
Engineer (the "Engineer's Report") and other information provided by Grantees'
Engineer to Werners, such as the legal description for the Easement Area drawn up by
Grantees' Engineer, as well as on the review of Grantees' proposed residential building
project, BLD20090505 and the proposed Drainage System by the City of Edmonds for
adequacy, capacity, and conformance with the City's storm drainage regulations and
standards, the City's determination that Grantees are not required to pump storm water to
the public storm water conveyance system in Maplewood Drive, and the City's
determination that the Drainage System satisfies or exceeds all applicable regulations and
standards. By entering into this Agreement, Grantees are not making any warranty or
guarantee that the Werner property will never suffer surface water on their property.
14. Grantees shall pay all reasonable costs and expenses incurred by Werners related
to the review of the Drainage Plan and Drainage System and other information and
Easement Agreement -5-
materials supplied by Grantees' Engineer, granting of the rights set forth in this
Easement, and preparation of the Easement and other documentation relating to the
subject matter hereof as deemed necessary by Wemers, including, but not limited to,
Werner' attorney's fees.
IN WITNESS WHEREOF, the parties hereto have executed this Easement as of
the date set forth next to their respective signatures, to be effective upon recordation in
the official land records of Snohomish County, Washington.
Glenn 0. Werner, Date 13 -,0!2
WendyA. Werner, Date /P
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Glenn 0. Werner and
Wendy N. Werner personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act for the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto
Iflk>�er , 200f "I
�,s\\\\WMI1111,
I N �N
\S
S10
C) .0
0 +0T4
+A
M1
C) FA
0
22-A
IVASVA\�-.-
(Use this space for
Notary Seal Stamp)
Easement Agreement -6-
this /-:0 day of
Nbt* Public in aAdTor the State of
Washington
Residing at
MyAommission exp�,es: 0;413-12,Yl 0
(Type or Print Notary Name)
Tho4as J. Jurich, Jr, Date C3
Ella JunA, Date C2
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr. and
Ella Jurich personally appeared before me this day and signed this instrument and
acknowledged it as their free and voluntary act for the uses and purposes mentioned in the
instrument.
WITNESS my hand and official seal hereto this 131'�- day of
196,10 200
"w .....
;kON 6*�
01AIfA.
SO
z
0
AZ
02-22-
OF W
(Use this space for
Notary Seal Stamp)
Easement Agreement -7-
Notary Public in a�4-fofr the State of
Washington
Residing at oe�b /",WV-6
My qpjnmission expires: P,011w 2010
X, c 4 -, .c/, E- - n .- 14. r-." d
(Type or Print Notary Name)
Thomas J. Jurich, Jr., Date
STATE OF WASHINGTON )
)ss
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that Thomas J. Jurich, Jr.
personally appeared before me this day and signed this instrument and acknowledged it as
his free and voluntary act for the uses and purposes mentioned in the instrument.
. WITNESS my hand and official seal hereto a is /34 day of
C 20
0-6 /w
A,
1A
0
*
'0
'Z� :F 0
0 A�
-p%4 2-22- 6
400
OP WA. 1�1
(Use this space for
Notary Seal Stamp)
Easement Agreement -8-
Notary Public in and Tor the State of
Washington
Residing at Edm /I
My mmission qcpire
.:�b i i i F - t,) 2--42 2, 2rl,,.(>
// / C 4--- sc. 6, __7. A� C/ I
(Type or Print Notary Name)
EXHIBIT "A"
Private Easement Legal Description
(on Werner Property)
That portion of the West 95 feet of Tract 17, Maplewood Hills, according to the Plat
thereof recorded in Volume 10 of Plats, Page 121, records of Snohomish County,
Washington, described as follows:
Beginning at the southeast corner of the west 95 feet of said Tract 17;
thence N 89*25'37" W, along the south line of said Tract 17, a distance of 27.59 feet to
the True Point of Beginning;
thence continuing N 89*25'37" W, along said south line, a distance of 18.81 feet;
thence N 58*27'27" E, a distance of 42.80 feet to an intersection with a line drawn
parallel with and 10.00 west of the east line of said west 95 feet;
thence N 00*11'30" E, along said parallel line, a distance of 67.91 feet;
thence S 89*25'37" E, a distance of 2.50 feet to an intersection with a line drawn parallel
with and 7.50 west of said east line;
thence N 00*11'30" E, along said parallel line, a distance of 20.00 feet;
thence N 89*25'37" W, a distance of 2.50 feet to an intersection with a line drawn
parallel with and 10.00 west of said east line;
thence N 00*11'30" E, along said parallel line, a distance of 30.00 feet to an intersection
with a line drawn parallel with and 26.00 south of the north line of said Tract 17;
thence N 89*25'37" W, along said parallel line, a distance of 37.00 feet;
thence N 00011'30" E, a distance of 10.00 feet to an intersection with a line drawn
parallel with and 16.00 south of said north line;
thence S 89025'37" E, along said parallel line, a distance of 47.00 feet to said east line
of the west 95 feet;
thence S 00*11'30" W, along said east line, a distance of 133.42 feet;
thence S 58*27'27" W, a distance of 32.44 feet to said south line of said Tract 17 and
the True Point of Beginning.
Easement Agreement -9-
/- north line of Tract 17
r
S 89425*37' E
47.00'
LF— — — — — — — -
37.00
N 89"25'37' W
8
161
east line of the
west 95 feet
of Tract 17
N 89-25'37' W-2.5V
EX. DOWNSPOUT
EX STING
I'
EX. FIREPLACE
HOUSE
#19922
S 89-2V37* E-e
2-50'
EX. DOWNSPOUT
L - — — — — —
— — —
-
EX. SUMP TLI;M-P
III
EXISTING 8-�F 1W
CONCRETE I�
RETAINING WALL 051-_
rz r-
018
1 z
WERNER
PROPERTY
27.59'
N 89251-r W 1, IN 8975'37' W
L-- true point
of beginning
JUROCH PROPERTY
Easement Agreement -10-
N 00*11'30' E-20.00'
- NEW
CURTAIN
DRAIN
southeast corner of
the west 95 feet
of Tract 17
EXHIBIT B
FOR
EASEMENT AGREEMENT
A,!
Lovell —Sauerland & Associates, Inc.
Engineers/Surveyors/Planners/Development Consultants
e—inafl: infoOlsaengineering.com web: lseengineering.com
19217 38th Avenue W., Suite 106 - Lynnwood, WA 98036 (425)775-1591
D T—
RAWN CHIMM DAn Pa. scax
KM I JTT 1 10.12.09 1 — I 1.= 30' FU No 4657
LEGEND
ASPHALT PAVEMENT
CONCRETE SURFACE/WALK
0 YD
YARD DRAIN
_SS-0
SEWER MANHOLE
N WY
WATER VALVE
E0 WM
WATER METER
03 ICV
IRRIGATION CONTROL VALVE
aH
FIRE HYDRANT
0 TEL
TELEPHONE PEDESTAL
-SS-
SEWER LINE
0EEI
ELECTRICAL BOX
n
SIGN
X-X
FENCE AS NOTED
TREE LEGEND
's"
.,,j
M0
TREE TO BE (OR ALREADY) REMOVED
TREE TO REMAIN (2-TYP.)
TESC LEGEND
CONSTRUCTION ENTRANCE-50' (STD DETAIL E1.2)
CLEARING LIMITS
FILTER FENCE (STD DETAIL E1.1)
LD
I NLC� I F INV 1 r_%, "UN kD I U Ur- I /AiL r- 1.0) CB#3 Qjl- I
INSTALL INLET PROTECTION UPON INSTALLATION
OF NEW CATCHBASINS, TYPE 1 CB
TOP 355.6± (FIELD ADJUST)
wu zr") orz in"m
INV. 3 522, 5 0 6 " E
INV, 353.50-6"S &F
-0-
7 1
SECTION 19, T.27N., R.4E., W.M.
N a9*47'03" U.
261,711'
CL
30.00'
36'-12" CPEP @ 0.60% CB#1 01�
TYPE 1 CB
TOP 355.0± (FIELD ADJUST)
INV. 351.22-12"S,w
EX. C.B.
TOP 3�3.39
INV. 350.96-8"SE
INV. 350.86-12"N 5-TOIZI-i SYSTCHM, 5�kWta
!NV. 351.00-12"E--NEW I NCLLAD1106-7 Poe--TIOQ5 PLANNE-b 000-rqp
PWGLS, S14 ALL GF- AS
_S46wtz ot`� T'"- P1?Pa0VtE1) PI-A�)IS.,
AMY t"6I1:rIbt-Z15 OPIS
Mecr_-k�s SOAk.,_ ar-7
SIPSCIA�.
7-tf Tke C,17�j pov,_
0 AUEP7-Akx�u MOV. TO -rl�6
Iq -
EXISTING 0
HOUSE @
#19922 0-
Ld
L
__j
T_ JVI A P L �/V c, DD 'HILL
J V -1 0 P J 2 -j
1110
NEW 10' PRIVA E - 0'
"E�M
'ENT
DRAINAGE E,
FOOTING DRAINS NOT
FIELD VERIFY EXISTING SEWER
IF EXISTING SIDE SEWER LATERALS (FIR TO BE TIED INTO
OM MAIN TO PROPERTY LINE) ARE FOUND TO
BE USABLE, THEN IT WILL NEED TO BE TV'D BY PUBLIC WORKS TO DETERMINE IF 114 DEEN110N SYSTEM
CB# GOOD "WORKING CONDITION. CONTACT PUBLIC WORKS AT 425-771-0235. IF CONDI-RON
IS NOT ACCEPTABLE TO REUSE. OWNER/CONTRACTOR SSALL BE RESPONSIBLE TO
TYPE 1 CB REPLACE SEWER LATERAL.
TOP 356.9± (FIEID ADJUST) SIDE SEWER SERVICE PER CITY STD DETAIL E6.2 TYPICAL. EXISTING SIDE SEWER 10' SANITARY SEWER EASEMENT (GRANTED
INV. 351.96-12"S"W,N (PROPERTY LINE TO HOUSE) IS THE OWNER'S RESPONSIBILITY TO TV LINE AND TO EDMONDS SCHOOL DISTRICT NO. 15 PER
SUBMIT RESULTS TO PUBLIC WORKS TO DETERMINE IF IN GOOD CONDITION FOR EASEMENT DOCUMENT RECORDED UNDER
EX. Y.D. REUSE. 11 11 A.F.N. 1475723)-O[-FSITE
SEC- LATIIL�'Ty TOP 355.29 ,,-#1 SSCO'1(9 W/ 12" CI LOCKING #5 SSCO-COW� 12" CI LOCKING
INV. 354.43 COVER WITH 1/2" HEXBOLTS COVER WITH 1/2" HEXBOLTS 10' INGRESS, EGRESS
LC)ss1W_, S(E(:yj0 (N, S, E, W,) TOP=356.2 TOP=363.7 & UTILITY EASEMENT
INV=350.3* INV=357.35 (A.F.N. 13265653)
*A
-X.INTAKE #2 SSCO* #3 SSCOff #6 SSCO. RELINQUISHED JIY app ISLM
@ TOP=356.4 TOP=360.5 TOP=364.2
354. INV=350.4* INV=352.2* INV=358.0 NEW GAS
S
SERVICE 6c;-'
3
L
S -4" SS PVC 0 4% EIL
SS -S EX. SAN, SEWER
C
SS ---SS SS .0�
s__
4
ss
S S - SS --SS
2'1 Ss Ss-
45'-12" CPEP 91�002
O'�- E VC SS
CB 7 0 --------
`4
F-
SCALE 1"=20'
10 0 30
0 20
L11.1ki-T or- WAy -r�, S.S.M.H.
4 iM5T09W,0 -ro TOP 367.89
�-Ty INV. 359.30
(CTR. CHANNEL)
GK-Of-WAY CONSTRUCTION PERMIT
AND INSPECTION REQUIRED
_SS_SS_
196TH ST SW
Off
PUGET DR
SR-524
CASPERS
z
0, fo ST <
200TH ST SW uj
00 00 0 SITEofff""
0 00
0 00
Cr
40' LU 1,
<
it MAIN ST
DAYTON ST
212TH ST SW
u) WALNUT ST
< 0)
PINE ST 'Z'
220TH ST SW
<
Uj
>
<
00
'0,
VICINITY MAP
NO SCALE
BASIS 'OF BEARINGS
THE CENTERLINE OF 200TH STREETS. W. AS ESTABLISHED FROM PLAT
OF MAPLEWOOD ESTATES (VOL. 17, PG. 67) IN ACCORDANCE WITH THE
PLAT OF MAPLEWOOD HILLS (VOL. 10, PG. 121)
BENCH—.' MARK
ORIGIN
INVERT OF EX. SAN. SEWER MANHOLE LOCATED AT THE NW
CORNER OFJHE INTERSECTION OF 200TH ST. S.W. & 88TH AVE. W.
ELEVATION: �348.75
JhSITE BENCHMARK
'1VWEST BONNET BOLT ON FIRE HYDRANT LOCATED AT THE SE CORNER
OF THE INTERSECTION OF MAPLEWOOD DRIVE AND 200TH STREET S.W.
ELEVATION: 371.61
DATUM : CITY OF EDMONDS (M.L.L.W.)
LEGAL DESCRIPTION
ALL THAT P ORTION OF TRACT 16, PLAT OF MAPLEWOOD HILLS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PACE 121, RECORDS OF
SNOHOMISH �COUNTY, WASHINGTON, LYING NORTH OF A LINE WHICH IS PARALLEL
TO AND DISTANT 110 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 16.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO' EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD,
G -
IP
TYPE 1 CB
gq
V"p; \ - TOE=361.0 U
TOP 356.0± (FIELD ADJUSI 57
lk";N
�C SO CONSTRUCTION SEQUENCE
UTILITY CROSSING SECTIONS: INV. 352,70-12"E,S 16'- 6" P
@ 2. % ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
BETWEEN STORM CB#2 AND CB#3: 200TH ST SW 1.
20' ROCK TRENCH DRAIN, FIELD ADJUST- 4 1�9 -�Iik .\� T INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING,
_. .- _L __
r_ �SJN (;Itb
TO COLLECT EXISTING SURFACE
& 611
I I"
SDCO#4
GROUND=356.1 H 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
> Ln WV F
RUNOFF. SEE DETAIL SHT. 2. 6" CLEANOUT
WEST SDCO:TOP=355.5 I'NV=354.0
CL > BENCHMARK
<
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
V)
TOP 362.0 LUE
EAST' SDCO: TOP=355.6 INV 353.6 It i / i", -
INV. 358.18-12"W,S 11 �
, . V, i)� . ..:,. - . 3
'MOVE 4. FLAG CLEARING LIMITS.
nTEW 1-1 /4" OLY.
-14 4.
Iz) ZI WATER SER
Q h tCV: E
OIAINE�CONTR�qTOAIS RESPONSIBLE EXISTING EX. C _2
'0, C) REMOVE Z\�Ij K I , r 1, L '! `�J� ''. :'*.*.: ." . : P 368'.",o 5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS
EX STING
NEEDED)
NEW 10' PRIVATE V A >
Ltj TO
I§ P-1 GARAGE
24" M I N. 01 MR EROSION GONTR6L AND DAM6 5 �,M �jl CA,'PORT LL- INV. 364.77-12"E
10 A V�111�'
BOTTOM=352.1 VAULT ACCESS z Hous
DRAINAGE EASEMENT 0
M I �N 0 v
TOP�351.0 (CONTROL STRUCTURE) AAIN=366�70 '0 ?1 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
7- Z WM
REMOVE .2 ry
IM TOP 365.0 jI
ItT W W 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
90- 1 BOTTOM
:f I( EXISTING HOUSE r
@ 'XI
10
EX. 8" SEWER MAIN a_ FOOTING=362.2 #20010 REQUIREMENTS AND MAINTAIN DUST CONTROL.
CB#5A F.F. 360,71 0 LO WATER SERVICE PER CITY
CECK STD DETAIL E7.6.
V) i . "_N5
VAULT ACCESS -7 _X. BOTTOM FObTING�1945T,31.2 , 1 8. INS R, ETC. .
of, 00
Ld ALL EX: 0 TOP 365.0 NOTE: ____4_NEW UNDERGROUND 9. FINAL. GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
anBETWEEN STORM CB#3 AND SDCO#4: POSED SUAFACES T UTILITY SERVICES
PROPEOTY IS SUBJECT TO A
PER �IOCUIAEINIT RECORDED -ji
WEST CROSSING EAST CROSSING 0 SANIT�RY SEWER EASEMENI F- GARAGE
0 IRE COVERED VVIT661 2 DAYS VC "
I I Y, (POWER, COMM UNI CATION S)
'�DHR A'
r 10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
LL U 2091,059 �77777K
LO 7
GROUND=356.4
0 0
GROUND=361.0 0'
131)
NEW 10' P,_ 11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
EX. DRAINAGE SEWER EASEMEN 0
CO 4T MEASURES ARE INSTALLED. APPROVAL BY CITY,REQUIRED,
�-7 FLOW PATH C
ROCKERY PER CITY ..1YEWAY PRIOR TO REMOVAL OF ESC DEVICES.
N�1'
STD DETAIL -9.
TOP11
Applicant -shall repair/replace all damage to
TOE=361.0
C�
utilities or frontage improvements in City
LD APPLICANIZOWNER ZONING:
n
24" MIN. 24" MIN.
BOTTOM=354.0 BOTTOM=357.3
Nht-o�way per City standards that is caused THOMAS AND CHRISTINE JURICH -12 (NO CHANGE)
or occurs during the permitted project, 20018 MAPLEWOOD DR. RS
Y EDMONDS, WA 98026
.0 7 >
y 'Y� TE11EPHONE: (4-25) 778-8694
t - - - - - -
EX. SIDE SEWER NEW 4" SIDE SEWER -T27i 25.VOI 10'R.
CL SSCO, #4
I P Ss,
TOP=363.0 F
GRADING QUANTITIES: 0 INV=358.O* 1-0
("FIELD LOCATE
EXISTING SEWER) 00ME-,Z TOP 365.0 ACCEPTABLE '11GHTLINEE I it Ivorok" Or666#b ShE ADDRESS TAX--EARCEL
0 - -Mftrin tbit per-M "b#
TOTAL CUT 400 C.Y. 0 volmn 01E-: m it). 4n
A . ")r tho
TOTAL FILL = 400 C.Y. C\1
THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE,
AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A L-0
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
-1
EROSION AND SEDIMENT CONTROL (ESC) NOTES 0-
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE:
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE
STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT
ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A. ROAD SURFACE, THE ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
DISPOSAL AREA WITHIN 24 HOURS, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT
IS REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS:
CB# 0
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER
TYPE 1 CB*
VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND
TOP 360.0± (*FIELD AD -JUST)
MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED
INV. 356.50-12"N*
ACCORDING TO AN APPROVED TIMETABLE, (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR
INV. 358.00-6"E*
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS
FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMEN'r DEPOSITi8N BY APPROPRIATE USE
OF VEGETATIVE BUFFER <ZTPIM�Z �,PnjhACWT M APP117PQ r-ID C-11 T170C r)]VCC r-10 1AI if r-1-11KIf- 1-)0 M
ite.spot'SSIG�E- r6a- INV. 360.62,-'12'NW
MATERIAL 1
FI,DD u�,jf pju Lkylu
;13 F tmmce of �My (-L
4VVUZ IVIMr-Lr_YYUVU L)N.
EDMONDS, WA 98026
005067 000 016 00
e5Tr,r.LISfflNC�-, EA5erAMT_S
SDR 35
ted In
11UJ4W or in Jr= t b
SCH 40
or w'.. condition which is (rataide the I mpe of the
N - 12
V)
errait applimtion, r�jr_ of whether such
VVATER & SEWER
F-810 HAN(DOR
I tuildiiig jjtructure or condition is shown on the
I I
drawing, Such building shvcWn or
DESIGNER
ENGINEER../SURV EYOR
EXISTING
INSPECTIONS REQD. HOUSE
LU
site Rku er
omdifion inay be the subject of a wpmte
DESIGN WORKS CONSTRUCTION
LOVELL- SAUERLAND & ASSOCIATES, INC.
#20018
CALL 425-77-1-0220 EU. 1326, L
3�:
Ld
30 Cf) W
eriformMent action."
30
17515 52ND AVE W, SUITE A
LYNNWOOD. WA 98037
19217 36TH AVENUE W.; SUITE 106
LYNNWOOD, WA 98036
TELEPHONE: (425� 337-306353
TC,
C
OOTACT: MICK ONEILL CONTACT: ROBERT LONG'�
0 . . .....
APPROVED PLMNING
S. LINE 01` TRACT 16 F_ Uj Ln
D
_90' ROCK TRENCH DRAIN, FIELD ADJUST W
TO COLLECT EXISTING SURFACE
Ul
Zone
RUNOFF. SEE DETAIL SHT. 2. Corner Flag i. rpia
EAST SDCO:TOP=359.9 INV 358.4 Letbacks &qkuired US
Actual SITE DEVELOPMENT (PLOT) PLAN
L Front _21-9;
SEP 212009
Ln
Sides 10/�,D FOR
Rear Ida ^/I 5D CITY 0p.EDMo7MejV-r
X
-SID-ENCE
N IN X---X Other JURICH RE NIDS
I I I tj
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
NOTES:
4. ESC MINIMUM REQUIREMENT - MAINTENANCE:
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED
1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE
THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED
UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY
RUNOFF SHALL BE APPLIED.
CONFLICTS ARE IDENTIFIED CONTACT ENGINEER
IMMEDIATELY.
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE
2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED
FOLLOWING:
DEPENDING ON EXISTING UTILITY LOCATIONS.
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
3. CONNECT ROOF AND YARD DRAIN INLETS TO DRAINAGE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
SYSTEM.
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
4. CALL ENGINEERING DIVISION (771-0220) FOR A
E. DAILY CLEANUP AND STREET MAINTENANCE,
INSPECTION BEFORE BACKFILLING AND FOR FINAL
INSPECTIONS.
L
IZP-V
IMPERVIOUS AREAS +It's
HOUSE, DECK, PATIO AND WALK
DRIVEWAY = 2-,415 SF ,
5; br,�
k "
7s
is's
HEIGHT CALCULATIONS:
ELEVATION A:
'-ELEVATION B:
ELEVATION C:
366.75
368.50
364.33
TOTAL = 0
,§,��'F
ELEVATION D:
363.00
LOT COVERAGE
TOTAL:
1,462.58
LOT AREA 28,807 SF
AVERAGE:
365.65
ALLOWABLE COVERAGE (35 10,082 SF
MAX ALLOWABLE: (AVERAGE
+25 FT.)
390.65
HOUSE AND GARAGE
COVERED DECK
PROPOSED RIDGE HEIGHT
UPPER FLOOR
MAIN FLOOR
390.35
376.85
366.70
TOTAL !-.96e-5F
PERCENT COVERAGE
GARAGE FLOOR
366.05
APPROVED :FOR CONSTRUCTION
CITY OF EDMONDS
2-1311C
DATE:
BY:
CITY ENGINEER101-1 OlViSiar.
Heiight 7,4.7 -P
UU4 MAPLEWOOD DRI--V,-F
IN SW1/4, NW1/4, SECTION 19, T.27 N.,R.4 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTYt WASHINGTON
RLL 9-21-09
FIR E;e
REV 01 REVISED PER CITY REVIEW COMMENTS oTREE"m
38508 Lovell- Sauerland & Associates, Inc, s11EET
0
IST Engineers/Surveyors/Planners/Development Consultants
L
VVAL
19217 36th Avenue W., Suite 106, Lynnwood, WA 98036 - WWW,LSAENGINEERING.COM OF
DRAWN
CHECKED DATE;
F.B.
SCALE,
FILE NO.
q1?_l1oq
RLL
7-15-09
514, P. 55
1 "=20-
4657
11 lahmolulmm
jjjll�
Am
40
SECTION 19, T.27N., R.4E., W.M.
LEGEND
ASPHALT PAVEMENT
CONCRETE SURFACE/WALK
0 YD
YARD DRAIN
-SS-0
SEWER MANHOLE
m wv
WATER VALVE
EB wM
WATER METER
EB 1Cv
IRRIGATION CONTROL VALVE
X
FIRE HYDRANT
[3 TEL
TELEPHONE PEDESTAL
-SS-
SEWER LINE
[:] EB
ELECTRICAL BOX
r_1
SIGN
X - x
FENCE AS NOTED
TREE LEGEND
TREE TO BE (OR ALREADY) REMOVED
OM . ......
TREE TO REMAIN (2-TYP.)
TESC LEGEND
CONSTRUCTION ENTRANCE-50' (STD DETAIL E1.2)
CLEARING LIMITS
0 FILTER FENCE (STID DETAIL E1.1)
0 INLET PROTECTION (STD DETAIL E1.3)
INSTALL INLET PROTECTION UPON INSTALLATION
OF NEW CATCHBASINS.
Call 2 Working Days Before You Dig
TYPE 1 CB N
TOP 355.6± (FIELD ADJUST)
INV. 352.25-12"NW,W,E
INV. 352.50-6"E
INV. 353.50-6"S
1-800-424-5555
Utilities Underground Location Center
(lD,MT,ND,0R,WA) CB# 01p
TYPE 1 CB
TOP 356.0± (FIELD ADJUST)
UTILITY CROSSING SECTIONS: INV. 352.70-12"E,S
It BETWEEN STORM CB#2 AND CB#3: 20' ROCK TRENCH DRAIN, FIELD ADJUST-
GROUND=356.1 TO COLLECT EXISTING SURFACE
RUNOFF. SEE DETAIL SHT. 2.
WEST SDCO: TOP=355.5 INV=354.0
EAST SDCO: TOP=355.6 INV 353.6
-14-
24" MIN.
9-- BOTTOM=352.1 NEW 10' PRIVATE
12" MIN. D'NAINAGE EASEMENT
TOP=351.0
EX. 8" SEWER MAIN
0
BETWEEN STORM CB#3 AND SDCO#4: Li
WEST CROSSING EAST CROSSING 'LL] C
GROUND=356.4 GROUND=361.0
<� cz)
24" MIN. BOTTOM=354.0 24" MIN. BOTTOM=357.3
12" MIN. TOP=352.0 12" MIN. TOP=352.7 >
EX. SIDE SEWER NEW 4" SIDE SEWER
GRADING QUANTITIES:
TOTAL CUT = 400 C.Y. 0 0
TOTAL FILL = 400 C.Y.
THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, CN
AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A L:L]
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
0
EROSION AND SEDIMENT CONTROL (ESC) NOTES LL, >
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE:
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE
STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT
ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER,SEDIMENT
IS REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS:
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED 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 STABILIZED
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS
FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRtATE USE
OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE:
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED
RUNOFF SHALL BE APPLIED.
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE
FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND.SPACE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
CB#8
TYPE 1 CB*
TOP 360.0± (*FIELD!: ADJUST
INV. 356.50-12"N*
INV. 358.00-6"E*
NOTES:
- _N 89*47'03" E 261.71'
EX. C. B.
TOP
353.39
INV.
350.96-8"SE
INV.
350.86-12"N
INV.
351.00-12"E-NEW
EXISTING
HOUSE
#19922
L _j
NEW 10' PRIVATE
DRAINAGE EASEMENT
(C L)_�
CB#2 QFJ
TYPE 1 CB
TOP 356.9± (FIELD ADJUST)
S. LINE OF TRACT 6
20' ROCK TRENCH DRAIN, FIELD ADJUST
TO COLLECT EXISTING SURFACE
RUNOFF. SEE DETAIL SHT. 2.
EAST SDCO:TOP=359.9 INV 358.4 -1 _5
1. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE
THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY
UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY
CONFLICTS ARE IDENTIFIED CONTACT ENGINEER
IMMEDIATELY.
2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED
DEPENDING ON EXISTING UTILITY LOCATIONS.
3. CONNECT ROOF AND YARD DRAIN INLETS TO DRAINAGE
SYSTEM.
4. CALL ENGINEERING DIVISION (771-0220) FOR A
INSPECTION BEFORE BACKFILLING AND FOR FINAL
INSPECTIONS.
- CB#1 0
- TYPE 1 CB
TOP 355.0± (FIELD ADJUST)
INV. 351.22-12"S,w
F-NT%%2-E STor-m SYSTe", 5"r4M 00 ;5ftre"tS :14Z.
INCL(AVIN(A P0tr_T)6NS PI-AIJIAJED ibr,3 07;+Fp_ pp(jZcuLS,5hALL-
BE C6K)S-F*_tk(,TC-D A-±, SqtVjf�3 OW.T46 ApFM4yp
_t� PLANV-10
Pctjkl Fo%7-7Tlor'�S 1-0CATiF0 ON 0TfJ6j& PA?z1-6L6 SOALt. 66-
4f4SPt-.C,Ta0 AmD Car4TjFjgb Gy THe Qwg�cnw tw-mmesQ.
ALL SPECAAL- jWpr-,CMDg� ar poa'_rS g,4AtA_ S,� S(ASM,_Mb
-ro T"_' "TY FOR. AC4-eP-rA?Jc-e pevo-a--rb
or- w ew j m P& ru, Lr,4.s av,-tz to&ce� .
-1 7
1\ P L F_' \jV 0 0 D 'A I L L �Sj
V 0 L , -1 0 � P G 2 -1
*FIELD VERIFY EXISTING SEWER
IF EXISTING SIDE SEWER LATERALS (FROM MAIN TO PROPERTY LINE) ARE FOUND TO
BE USABLE, THEN IT WILL NEED TO BE TV`D BY PUBLIC IVORKS TO DETERMINE IF IN
GOOD WORKING CONDITION. CONTACT PUBLIC WORKS AT 425-771-0235. IF CONDITION
IS NOT ACCEPTABLE TO REUSE, OWN ER/CON TRACTOR SHAI-L BE RESPONSIBLE TO
REPLACE SEWER LATERAL.
30.00' r
SCALE 1 "=20'
1 0 0 30
0 20
10' SANITARY SEWER EASEMENT (GRANTED
TO EDMONDS SCHOOL DISTRICT NO. 15 PER IIM14T br-Wpq To
EASEMENT DOCUMENT RECORDED UNDER /v;aSC'Tb"Q -Tb
A.F.N. 1475723)-OFFSITE 0-N STPOD"AS, S S M H.
10' INGRESS, EGRESS TOP '367.89
& UTILITY EASEMENT INV. 359.30
(A.F.N. 13265653) (CTR. CHANNEL)
ToP
36 7
IN v * 359
cTR - CH
RELINQUISHED ty Aip M
L
NEW GAS CO
SERVICE (,S' sa?6RAIT0614 I
- I F" r. T-OF-WAY CONSTRUCTION PERMIT
1=44itrio "! C, SPCCTIO 1
SS "0 AND INSPECTION REQUIRED
SS I
A S--SS S SS_SS
,k
12" cP__ 200TH ST SW
FH
I
/-bh, BENCHMARK
Fwt INV. MO.62-12'*NW IVIAlthIAL
eSTASUSA10-1 C-ft6eMUMS SDR 35
IMPERVIOUS AREAS
HOUSE, DECK, PATIO AND WALK = 5,870 SF
DRIVEWAY = 2,415 SF
LOT COVERAGE
LOT AREA
ALLOWABLE COVERAGE (35%)
HOUSE AND GARAGE
COVERED DECK
TOTAL = 8,285 SF
28,807 SF
10,082 SF
3,768 SF
192 SF
TOTAL = 3,960 SF
PERCENT COVERAGE 13.7%
1�um 14U
_j F _j %
N - 12
1
FC 10 HANCOR
WATER & OMR EXISTING
INSPECTION$ REQD. HOUSE
CALL 426-771-022� EXT 1326 #20018
F
HEIGHT CALCULATIONS:
ELEVATION A: 366.75
ELEVATION B: 368.50
ELEVATION C: 364.33
ELEVATION D: 363.00
TOTAL: 1,462.58
AVERAGE: 365.65
MAX ALLOWABLE: (AVERAGE +25 FT.)
PROPOSED RIDGE HEIGHT
UPPER FLOOR
MAIN FLOOR
GARAGE FLOOR
390.65
390.35
376.85
366.70
366.05
a
LL
LL
30'
(A
U
----------- -
APPROVED BY PLANNING
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY..
/_/�"'_ITY ENGINEER4"Ch 01%tVag
LLJ TOP 368.22
> INV. 364.77r-12"E
5,
C)
rWATER SERVICE PER CITY
STD DETAIL E7.6.
NEW UNDERGROUND
UTILITY SERVICES
3: I(POWER, COMMUNICATIONS)
0
0
< Ev 0i
CASPERE
ST
e-,) MAIN ST
DAYTON ST
w[WALNUT ST
w
>
< PINE ST
Ln
Lij
0
10 0
I
VICINITY MAP
NO SCALE
BASIS OF BEARINGS
00
1 1 196TH ST SW
96TH SR-524
ST SW
SR-524
3T SW Ld
<
THE CENTERLINE OF 200TH STREETS. W. AS ESTABLISHED FROM PLAT
OF MAPLEWOOD ESTATES (VOL. 17, PG. 67) IN ACCORDANCE WITH THE
PLAT OF MAPLEWOOD HILLS (VOL. 10, PG. 121)
BENCH MARK
ORIGINATING BENCHMARK
INVERT OF EX. SAN. SEWER MANHOLE LOCATED AT THE NW
CORNER OF THE INTERSECTION OF 200TH ST. S.W. & 88TH AVE. W.
ELEVATION: 348.75
rhSITE BENCHMARK
NVWEST BONNET BOLT ON FIRE HYDRANT LOCATED AT THE SE CORNER
OF THE INTERSECTION OF MAPLEWOOD DRIVE AND 200TH STREET S.W.
ELEVATION: 371.61
DATUM : CITY OF EDMONDS (M.L.L.W.)
LEGAL DESCRIPTION
ST SW
ALL THAT PORTION OF TRACT 16, PLAT OF MAPLEWOOD HILLS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 121, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF A LINE WHICH IS PARALLEL
TO AND DISTANT 110 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 16.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD.
CONSTRUCTION SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS
NEEDED)
6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS AND MAINTAIN DUST CONTROL.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED,
PRIOR TO REMOVAL OF ESC DEVICES.
APPLICANT/OWNER ZONING:
THOMAS AND CHRISTINE JURICH RS-12 (NO CHANGE)
20018 MAPLEWOOD DR.
EDMONDS, WA 98026
TELEPHONE: (425) 778-8694
SITE ADDRESS
20002 MAPLEWOOD DR.
EDMONDS, WA 98026
TAXPARCEL
005067 000 016 00
DESIGNER ENGINEER /SURVEYOR
DESIGN WORKS CONSTRUCTION LOVELL- SAUERLAN D & ASSOCIATES, INC.
17515 52ND AVE W, SUITE A 19217 36TH AVENUE W., SUITE 106
LYNNWOOD, WA 98037 LYNNWOOD, WA 98036
TELEPHONE: (425) 337-3968 TELEPHONE: (425) 775-1591
CONTACT: MICK O'NEILL CONTACT: ROBERT LONG
t WrOval Pmm be
g nm
N 014 ' y ourroo0v Wtliino' ip
011UNT111itt*0 6widini, stnic�
hi)A whIA li6ii�,side the, ".of the
iddtiOn, MPrdhz�s 01p whether such
rueture or j�jdjtjon is shovm on the
&rAwbw' Such bufldjng,*UCtUM0r SITE DEVELOPMENT (PLOT) PLAN
pmw-., luwadi4jj� RESUB
on." FOR
JURICH RESIDENCE SEP 2 12009
BUILDING DEPARlMENT
20OL-9912, MAPLEWOOD DRI V.-F O'Ty OF EDMONDS
1 11 %_j v v I / 1 1 4 v v I / _F2 1_.j L_ k_.1 I I \�.j I N I ':j 2 1 - /_ / 1 N.2 1 \. -t L_ � vv. IVI .
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
REV 01 REVISED PER CITY REVIEW COMMENTS STREET FILL 9-21-09
ql?.Iloq
SECTION 19, T.27N., R.4E., W.M.
FILTER FABRIC
SECURED TO 2' X 2'
14 GA. WIRE FABRIC
EQUAL
2' X 2' WOOD OR C)
EQUIVALENT cu
8'- 12'
e#
PLACE 3/4'-1.5' WASHED GRAVEL IN
THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE,
k
C3
FILTER FABRIC MATERIAL IN
CONTINUOUS ROLLS, USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE,
WIRE MESH SUPPORT FEN�E
TO SUPPORT FILTER FAMIC,
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
el KAAV
2' X 2' WOOD POSTS OR
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL,
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
REVISIONS STANDARD DETAIL
APPROVED BY DATE
1 FILTER FABRIC FENCE FILTRATION SYSTEMS
90-19913 DATE 7/24/01 SCALE NTS DWG No. E1.1
)-1990 11 1 1 1
1 FT MIN WIDTH BETWEEN
ROCKS AND EXCAVATION.
PROVIDE SWALE, GRADE AND
DRAIN TO APPROVED SYSTEM.
12" OF COMPACTED SOIL OVER
GEOTEXTILE
UNDISTURBED NATIVE SOIL
1 211: IV " - 7
ROCK FILTER LAYER,
12" MINIMUM WIDTH
QUARRY SPALLS
3/4' TO 4' IN SIZE
GEOTEXTILE
FILTER FABRIC 19
I
to
E TO DRAIN
-EXISTING/ORIGINAL GRADE
0
M
Ow
E
0
6
x
<
'In
0
IF ROCKERY ABUTS A
PRIVATE DRIVE OR
DRIVEWAY, A 2' SHY
DISTANCE SHALL BE
MAINTAINED BETWEEN
�AND
THE WALL FACE Uj
EDGE OF ROAD SURFACE
0
1'-0" MIN LEVEL
/GROUND @ PROPERTY LINE
ROAD
SURFACE
1Z2DIAMETER OF LARGEST ROCK
IN BOTTOM COURSE OR 12",
MIN 6" DIA PERF RIGID
0
WHICHEVER IS GREATER
DRAIN. PIPE CENTERED
HORZ BEDDING. SLOPE
EQ EQ IHIS� DISTANCE SHALL NOT
IN
TO DRA N AND CONNECT TO
BE LESS THAN THE HEIGHT
STORM DRAIN SYSTEM.
OF THE ROCKERY AND NOT
PROVIDE CLEANOUTS.
11-011 LESS THAN 10 FT FROM EDGE
OF ROAD WHEN SIDEWALKS
ARE NOT PRESENT.
UNDISTURBED NATIVE SOIL OR
COMPACTED CRUSHED ROCK, AS
REQUIRED
ROCKERIES SHALL NOT BE CONSTRUCTED IN CITY R.O.W. OR OVER PUBLIC EASEMENTS
GENERAL NOTES,
1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND
ROCK SIZE,
C. UUfiNKT Z�rML.L,�, MIND LMU,'jnr_L) MULr\ anH�L_ Dr- F�HU�� DIM�Ul�l rmUrl JNU�N UM
OTHER SUITABLE CONTAINER IN ORDER TO MAINTAIN CLEAN BACKFILL,
3. OPENINGS SHALL BE 'CHINKED' WITH QUARRY SPALLS.
4. ROCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL
ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THESE
STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS
CRITICAL AREA OR MEADOWDALE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA) EXIST,
ROCK SCHEDULE
WALL
MINIMUMIROCKSIZE
HEIGHT
BIJASE
TOP
2 FEET
2-MAN
2-MAN
4 FEET
3-MAN
2-MAN
16 FEET
4_MAN
2-MAN
18 FEET
5-MAN
2-MAN
CITY'-. `0 -F.- -�-E. D -M
'C
FREVISIONS STANDARD DETAIL
APPROVED BY DATE
'P.-
D. GEBERT 09/09/2005 ROCKERY DETAIL
DATE SCALE WG NO.
IU90-199IJ 4/1/03 N IZ) E 8.9
,��-'o 1?�
25' MIN. RADIUS
QUARRY SPALLS
r2-4' MIN DIA
8'-12' MIN. DEPTH
7" P VIDE FULL WIDTH OF INGRESS/
RO
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD,
CITY INSPECTION REQUIRED ON ALL EROSION CONTROI
MEASURES BEFORE WORK CAN BEGIN,
1a90_199U
PIPE SUPPORT
REMOVABLE COUPLING TEE
M' OND S..
REVISIONS STANDARD DETAIL
APPROVED BY DATE
D. GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE
DATE 7/24/01 1 SCALE NTS IDWG NO. E1.2
-1
UJ >
(n 0-
LOD
CB # 4- ACCESS LOCKING LID
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
VISIBLE AT ONE EDGE OF GRATE
P,
100-YR PEAK ELEV. 362.32
RISER ELEV. 362.30
10-YEAR PEAK ELEV. 361.16
2-YR PEAK ELEV. 360.03
FLOW ELEV. 358.50
SUMP AREA, MIN. 2'
PRE -CAST TYPE 1-L
CB
FILTER SOCK WITH
OVER FLOW HOLES
4: CATCH BASIN
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES (SEE
DETAIL E111). THIS APPLICAITON
SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD,
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
N'D - S.---
REVISIONS STANDARD DETAIL
APPROVEDBY DATE
D. GEBERT 10/06/03
D, GEBERT 05/19/05 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS
D, GEDERT 05/05/06 DATE SCALE DWG NO.
18951 C3130 7/24/01 NTS E1.3
AA'
4 '4
3" MIN CLEARANCE -
A
z
ELEV. 357.50 ----VAULT ACCESS #5
36" DIA. TOP ACCESS
2/3" DIA. ORIFICE 4 . W/ SOLID LOCKING LID
7 SUMP AREA, MIN. 2' DEEP
d 12" MIN. PRE -CAST TYPE 1-L BASIN
4 PLAN VIEW
DETENTION VAULT DETAIL PLEAS6 AUb i2eFatz -rb rwE 'ay-oneemagn mig pzkjk�A4np, owbaT'
NO SCALE DhTeo q1Lq10Cj Faw ADDII)ONIVL P-Mulee"DIA)-irs
"The City of Edmonds does not review, approve,'
issue permits for. or inspect rookeries. Approval
of these plans or inspection and approval of the
work included in thise plans does not constitute
City approval of rockeric�s Construction of
rookeries is prohibited within the City of
Edmonds under cerisin circumstances and in
certain situations per ECDC 18.40.020."
3NI9N1_:K1831VPMAVV801s
Aq (13,
110H
STORM DRAIN
SYSTEM
6"
A
CLEANOUT--,,,,
WIDTH VARIES, SEE PLAN VIEW
11
0(you
e
P OVER LOW PIPE
0-$.. eA 10,
6" C EP PERF. PIPE
U00(scc
0
-C
15' M I N.
0 0 -0.
2% (VARIES) 2% (VARIES)
SLOPE -2%
C
0
0.
-
z 7 77 �s jIIIjr==jjj
---------------------- - ---- - ------------ - -- - ------ - --------- - - - --- - - ---- - -- - - -- - ------
:1:7; - ------ - -- ___
i6�,rrrr
�T-TTTT�11111
0�o
;,=�% P( -A
.3A
Q (=�� A
-0
2�
:Z�� , _�Co..S.C-5
0,0 (9� - &.4.
0
0
0.
2" MIN. COMP'T. DEPTH HMA CLASS 1/2"
SEE CITY STD DETAIL E2.1 FOR ADDITIONAL DETAIL. ZL2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE
4" MIN. COMP'T. DEPTH AGG. BASE COURSE
APPROVED SUBGRADE
DRIVEWAY SECTION
0 0
WASHED ROCK
2AC)
A C AA S 3/4" - 1-1/2"
OVERFLOW PIPE
3/4" TO 1-1/2"--� A -40j N � I
WASHED ROCK 20'-6" CPEP 2
FILL TO TOP OF PERFORATED
TRENCH. PROFILE PIPE @ 2.0% SECTION A -A
ROCK TRENCH DRAIN DETAIL
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
Z_/_�CITY ENGINEERwn PIV&or-)
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002).
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF
EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND
DURING THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING.
4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220,
EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS
AND WATER SERVICES.
5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT
INFORMATION.
6. UNDERGROUND WIRING REQUIRED WITH STREET LIGHTING (PRIVATE).
7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH
LOT. OjJDIZ>W-
Avft-tep- Tgsrs
8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTSIOF
SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS
TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034
STANDARDS.
9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS.
10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND
INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM
INE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED
BY THE CITY OF EDMONDS.
13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE.
14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING.
15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDI MEN TATI ON
CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RETENTION /DETENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE ENGINEERING DIVISION.
17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF
LOCATION.
18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST
GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE
EMPLOYED.
19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18",
24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE
RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
21. PIPING SPECIFICATIONS AS NOTED.
22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1
(ASPHALT COATED).
23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF
SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD
SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF
EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS.
FR E e-%
5 U B
SEP 2 12009
13UILDIN(3 DEPARTMEN7-
CITY OF EDMONDS
SITE DEVELOPMENT DETAILS
FOR
JURICH RESIDENCE
200j4- MAPLEWOOD DRIVE
11 V V I / 1 1 1 V Y I / I ) %_.) L_ \-.' I I \-/ 1 N 1 Z-J j, I . z__ -r I VV . IVI
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
REV 01 REVISED PER CITY REVIEW COMMENTS
RILL 9-21-09 1
NO SCALE
NO SCALE
ql?.Iloq
RESUB
SEP 2 12009
BUILDING DEPARTMENT
CITY OF EDMONDS
STREET FILE
". 1 1, . I - 1, 4 1. � .
SECTION 19, T.27N., R.4E., W.M.
LEGEND
ASPHALT PAVEMENT
CONCRETE SURFACE/WALK
0 YD
YARD DRAIN
—SS—(D
SEWER MANHOLE
m wv
WATER VALVE
E0 wm
WATER METER
EB icv
IRRIGATION CONTROL VALVE
FH
FIRE HYDRANT
TEL
TELEPHONE PEDESTAL
-SS--
SEWER LINE
EB
ELECTRICAL BOX
SIGN
X _x
FENCE AS NOTED
TREE LEGEND
AP = APPLE TREE
CH = CHERRY TREE
DE = DECIDUOUS TREE
HO = HOLLY TREE
TESC LEGEND
CONSTRUCTION ENTRANCE-50' (STD DETAIL E1.2)
CLEARING LIMITS
0 FILTER FENCE (STD DETAIL E1.1)
0 INLET PROTECTION (STD DETAIL E1.3)
B c
E
C�
0
_LL1
0
0
3-�
-(\]
'LL]
-1
0
EROSION AND SEDIMENT CONTROL (ESC) NOTES
-)_
L
>
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE:
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE
STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT
ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT
IS REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS:
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED 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 STABILIZED
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR
MOCID 1 TUDrNHrU ADDII 7r) AKIn X10 hAf-)PP' THAN SEVEN DAYS
CY)
zo
FEXISTING
HOUSE
XI STI N (
HO E
US
#19922
0��,\A\
\A -
MUMr MAIN IVYIJ LJIAI,3 FINUIVI V\,
5' CHAINLINK—"
FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES:
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE
OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A
NOTES:
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE:
1.
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED
IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
THE LOCATION AND DEPTH OF ALL UTILITIES ON AND
5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED
UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY
RUNOFF SHALL BE APPLIED.
CONFLICTS ARE IDENTIFIED CONTACT ENGINEER
IMMEDIATELY.
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE
2.
ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED
FOLLOWING:
DEPENDING ON EXISTING UTILITY LOCATIONS.
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
3.
CONNECT ROOF AND YARD DRAIN INLETS TO DRAINAGE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
SYSTEM.
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
PONDS, OR OTHER ACCEPTABLE MEANS);
4.
CALL ENGINEERING DIVISION (771-0220) FOR A
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
INSPECTION BEFORE BACKFILLING AND FOR FINAL
E. DAILY CLEANUP AND STREET MAINTENANCE.
INSPECTIONS.
_N 89*47'03" E
SD
261.71'
-1 -7
j\/1 A P L _E VV DOD AILLS
V D L —1 0 , P GC � —1 2 —1
Call 2 Working Days Before You Dig
1-800-424-5555
Utilities Underground Location Center
0D,MT,ND,0R,WA)
30.00,
I
I
ch
U)
30'
(D
196TH ST SW
PUGET DR SR-524
CASPERS >
['j
z <
ST w
> 200TH STSW
< SITEOOO' Fi- <
0 00
0 00
0) _j
eq CL
<
MAIN ST
DAYTON ST
212TH ST SW
U) WALNUT ST
Ui >
< C)
PINE ST 0) 'z-
U')
220TH ST SW
<
>
<
'0
0
00
10,
VICINITY MAP
NO SCALE
BASIS OF BEARINGS
THE CENTERLINE OF 200TH STREETS. W. AS ESTABLISHED FROM PLAT
OF MAPLEWOOD ESTATES (VOL. 17, PG. 67) IN ACCORDANCE WITH THE
PLAT OF MAPLEWOOD HILLS (VOL. 10, PG. 121)
SCALE 1 "=201
10 0 30 BENCH MARK
�="" 1.1'._._...'.0m"1 ORIGINATING BENCHMARK
0 20 INVERT OF EX. SAN. SEWER MANHOLE LOCATED AT THE NW
CORNER OF THE INTERSECTION OF 200TH ST. S.W. & 88TH AVE. W.
ELEVATION: 348.75
JhSITE BENCHMARK
'4VWEST BONNET BOLT ON FIRE HYDRANT LOCATED AT THE SE CORNER
OF THE INTERSECTION OF MAPLEWOOD DRIVE AND 200TH STREET S.W.
ELEVATION: 371.61
DATUM : CITY OF EDMONDS (M.L.L.W.)
LEGAL DESCRIPTION
ALL THAT PORTION OF TRACT 16, PLAT OF MAPLEWOOD HILLS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 121, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF A LINE WHICH IS PARALLEL
TO AND DISTANT 110 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 16.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD.
SD 9nn TH q T \A/ CONSTRUCTION SEQUENCE
BENCHMARK
Li
>
0
0
In
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS
NEEDED)
6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED.
APPLICANTZOWNER ZONING:
TOMAS AND CHRISTINE JURICH RS-12 (NO CHANGE)
20018 MAPLEWOOD DR.
EDMONDS, WA 98026
TELEPHONE: (425) 778-8694
SITE ADDRESS TAX PARCEL
20010 MAPLEWOOD DR. 005067 000 016 00
EDMONDS, WA 98026
DESIGNER ENGINEER ZSURVEYOR
DESIGN WORKS CONSTRUCTION LOVELL- SAUERLAND & ASSOCIATES, INC.
17515 52ND AVE W, SUITE A 19217 36TH AVENUE W., SUITE 106
LYNNWOOD, WA 98037 LYNNWOOD, WA 98036
TELEPHONE: (425) 337-3968 TELEPHONE: (425) 775-1591
CONTACT: MICK O'NEILL CONTACT: ROBERT LONG
DEMO PLAN
FOR
JURICH RESIDENCE
20010 MAPLEWOOD DRIVE
IN SW1/4, NW1/4, SECTION 19, T.27 N.,R.4 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
C7
SECTION .19, T.27N., R.4E., W.M.
F_ - - - - - - - -
I - - — - -
r— — — — — — — — — — —
-14
D_
I
L;j
0
0
RIA
co
pll�
rj_�
- - - - - - - - --
EXISTING
HOUSE
#19922
L
N \bb (P
NI-6
261.71' 1
_j 7
j\/1 A P L E \jV 0 0 _D 'A I L L E-)
(VOL, -1D,PG,-12-J)
30.00'
Q�
(D
(D
(o co
C"
ss 19' EX. SAN. SEWER
ss--ss_ss_ss_ss—ss—ss—ss_ss_�
ss—ss—ss -ss—ss ss
6" Ss SA/I)DL� N 89-25'37" W 261.84'
_x ss— ss—ss
30.co
---------- -------
0 6" SSI/C.O. 4' D
I "I, r
SD—*Y4:�SD SI) SD SI) si) 60'
S S M H
TOP
I NV. 359.30
(ICTR. CHANNEL)
.1 %, — G -----7— G G G -
6" WYE/45 39' 1 1 6" WYE SID Cp
4' D 11 6"x4ol iREDUCER 4" SS 01 _i�� SD 200TH ST SW
4' D ID TI LI
4f k SCH 35 1-3" POWER CONDU�T O-E,
FIR FOOTING 2�11" TV/PHONE CONWIT
VAIN
wv FH
Ln
Ln
W=YET :'a-
C
4! SCF
F R r�l F
0
RAI
4 " C
FRC D
S
EX. Q. Q.
j'j I BENCHMARK
4" SC
x
FRO .. D6
S. OYQT*::-�-��':�`
Lo
pl, I I
(o EX. C.Q.
1-1 /4"xl' POLY WAZR
TOP 368.22
ift: W_ w
F.: IRRIGA
U) .-� -,*"" �!t**
11ON
I INV. 364.77-12"E
F
F
EXISTING Q_�
HOUSE
L #20018 30' 30'
S. LINE OF TRACT 16
-1 _6
L— — — — — — —
_x_x
x _x_x X_ X_
NI RQ*?r,'_�7" IN
AS -BUILT NOTE
CASPERS
ST
MAIN ST
DAYTON ST
v) WALNUT ST
Li
>
< PINE ST
Lr)
<
0
c)
/0171
00
196TH ST SW
SR-524
;T Sw Ld
<
VICINITY MAP
NO SCALE
BASIS OF BEARINGS
THE CENTERLINE OF 200TH STREETS. W. AS ESTABLISHED FROM PLAT
OF MAPLEWOOD ESTATES (VOL. 17, PG. 67) IN ACCORDANCE WITH THE
SCALE 1 st=20) PLAT OF MAPLEWOOD HILLS (VOL. 10, PG. 121)
10 0 30 BENCH MARK
low" ORIGINATING BENCHMARK
0 20 INVERT OF EX. SAN. SEWER MANHOLE LOCATED AT THE NW
CORNER OF THE INTERSECTION OF 200TH ST. S.W. & 88TH AVE. W.
ELEVATION: 348.75
r6SITE BENCHMARK
NVWEST BONNET BOLT ON FIRE HYDRANT LOCATED AT THE SE CORNER
OF THE INTERSECTION OF MAPLEWOOD DRIVE AND 200TH STREET S.W.
ELEVATION: 371.61
DATUM : CITY OF EDMONDS (M.L.L.W.)
AS —BUILT INFORMATION PROVIDED BY CONTRACTOR— DESIGN WORKS CONSTRCUTION 6-25-10.
LEGAL DESCRIPTION
ST SW
ALL THAT PORTION OF TRACT 16, PLAT OF MAPLEWOOD HILLS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 121, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, LYING NORTH OF A LINE WHICH IS PARALLEL
TO AND DISTANT 110 FEET SOUTH OF THE NORTH LINE OF SAID TRACT 16.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD.
SECEIVED
-V Sr.
.R\JICES
,�:VELIO?Mr
coly4TER
APPLICANT/OWNER ZONING:
THOMAS AND CHRISTINE JURICH RS-12 (NO CHANGE)
20018 MAPLEWOOD DR.
EDMONDS, WA 98026
TELEPHONE: (425) 778-8694
SITE ADDRESS TAX PARCEL
20002 MAPLEWOODDR. 005067 000 016 00
EDMONDS, WA 98026
DESIGNER ENGINEER /SURVEYOR
DESIGN WORKS CONSTRUCTION LOVELL— SAUERLAND & ASSOCIATES, INC.
17515 52ND AVE W, SUITE A 19217 36TH AVENUE W., SUITE 106
LYNNWOOD, WA 98037 LYNNWOOD, WA 98036
TELEPHONE: (425) 3,37-3968 TELEPHONE: (425) 775-1591
CONTACT: MICK O'NEILL CONTACT: ROBERT LONG
CONTRACTOR UTILITY AS-BUILTS
FOR
JURICH RESIDENCE
20002 MAPLEWOOD DRIV
IN SW1/4, NW1/4, SECTION 19, T.27 N.,R.4 E.,W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
JUN 2 9 2010
ENG.INEERING A.ND'DRAINAGE REPORT
FOR
RESIDENCE:-..'-
20002 Maplewood Drive
Edmonds, Washington
Cityfile No..BLD20090505.
July.2009
Revised: September"2009
Prepared By: Robert L. Long-.
ROVED BY
:7
R ENGINEERING
43
a at
te.-/
STSY
Wt
FILE
S -P 2 2001
L
LlbRNQD EMT
0;= %S
LoYell-Sauerlan'd. &,Msociates EM7
th
19217 36 Avenue-W.Suite 106
Lynnwood, Washington 98036
LSA FILE, No:-4667'
ENGINEERING AND DRAINAGE REPORT
FOR
JURICH RESIDENCE
Prepared By: Robert L. Long
"ST
20002 Maplewood Drive
Edmonds, Washington
City File No. BLD20090505
July 2009
Revised: September 2009
Irma
Is=
Lovell-Sauerland & Associates
19217 36 th Avenue W. Suite 106
Lynnwood, Washington 98036
LSA FILE No: 4667
I I
IF
IL
IL
IL
JURICH RESIDENCE
20002 Maplewood Drive
Introduction:
This summary report provides site design information for the proposed single family residential
redevelopment for Thomas and Christine Jurich. It includes storm drainage (detention system)
and grading analysis to support to the construction a single family residence. The property is
located at 20002 Maplewood Dr., in the northwest 1/4 of Section 19, T 27 N, R 4 E, W.M.
Applicant/Owner
Thomas and Christine Jurich
20018 Maplewood Dr
Edmonds, WA 98020
Site Address:
20002 Maplewood Dr
Edmonds, WA 98020
Tax Parcel Number.
005067-000-016-00
TABLE OF CONTENTS
NUMBER OF
SECTION CONTENTS PAGES.
A. Project Summary ................................................................................................................ 1
B. Development Site Plan ........................................................................................................ 2
C. Parcel (Vicinity) Map ........................................................................................................... i
D. Aerial Photo ........................................................................................................................ 1
E. Stormwater Detention Summary and Calculations ............................................................ 8
F. Drainage Basin Description and Map ................................................................................. 2
G. Grading and Erosion Control Summary and Grading Calculations .................................... 4
H. Drainage System Conveyance Calculations ..................................................................... 11
1. Operation and Maintenance Guidelines .............................................................................. 6
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr
Engineering Report July 2009
LSA No.4657 Revised: September 2009
PROJECTSUMMARY.
The total site consists of about 28,807 sf (0.6613 acres) and is currently occupied by a single family
residence. The existing single family residence is surrounded by grass lawn with mature trees and
landscaping. The site is bordered by single family lots to the west, north and south, and Maplewood
Dr (14 th Ave N) right-of-way to the east. Access to the site is from Maplewood Dr. The site generally
slopes from east to west with an average slope across the building pad area of approximately 4% to
6%. In the proposed building pad area the run-off from the site sheet flows in a westerly direction with
no signs of a defined channel. Along the westerly portion of the site the flows collect in a wide gently
sloped valley that directs the runoff to the north. Additional. discuss of the local drainage basin and
downstream path is discussed in section F of this report.
Existing Features Summary:
a. Site Area ...................................................................................... 28,807 sf (0.6613 acres)
b. Offsite tributary area to detention system: Negligible area from the east
c. Soil Hydrologic Type: Alderwood - Urban Land Complex — hydrologic group C
(from SCS soils survey- See section G)
The proposed project included the razing and reconstruction of a single family residence in
approximately the same location of the existing house onsite. Access will be by the use of a new
driveway to be located to the south property line of the site. This shift will provide additional separation
from the intersection of Maplewood Dr and 200th St SW. No frontage improvement to Maplewood Dr.
is proposed with the project. Infrastructure improvements include the shifted driveway, stormwater
conveyance and detention vault, and reconnection of the typical utilities- water, sewer, gas, electric,
telephone, and cable TV. In the building pad area nearly all existing vegetation will be removed during
grading activities in the development area of the site; some existing vegetation may be retained along
the west portion of the site. Landscaping and grass lawn around the new house will stabilize the site
upon building construction. A storm drainage detention vault system is proposed to be installed west
of the new residence. The stormwater detention system will collect and retain runoff from the site
development. See section E for additional evaluation of the storm drainage detention system.
Lovell-Sauertand and Associates Jurich Residence- 20010 Maplewood Dr
Engineering Report July 2009
LSA No.4657 A
N
LEGEND
TREE LEGEND
L
TESC LEGEND
a.
E�� Y,D.
=4
1-800-42 -5555
U71LITY CROSSING SECTIONS:
M; 1=11.1 XT:
14
��TT
6
A
CL
0 UL
GRADING OUANTITIES: 01
0
�: '1. 13
_j
01
>
T'a EL
1 7
MAPLEWOO D HILLS
k V 0 L . 1 0. P G 1 2 1
:,Mt-
Esv;
r cm.
4 — — — — — — — — —
_—A
ON 19. T.27N.. R.4E.. W.M.
V
�aMrY MAP
BENCH MARK
-.o-w -
wo. 200TH ST SW C.NITILICTION SEQUENCE
E�. C 13,(E)
oe
4-
0
co
Ow MS��tOWNFR 70NING
<
SITE ADDRESS TAX PARCEL
DF'IGNFR ENGINEER ISURVEYOR
— ze,
L 1. =7 SITE DEVELOPMENT (PLOT) PLAN
FOR
JURICH RESIDENCE
---------- 1-1
20010 MAPLEWOOD DRIVE
z -=V NOTES: IN SW1/4, NWI/4, SECTION 19. T.27 N..R.4 E..WM.
TiONS
CITY OF EDMONDS
M1=1 IM APPROVED FOR CONSTRU TION SNOHOMISH COUNTY, WASHINGTON
C
Y
% CtT OF EDMONDS
_11-Sauerland & Associ.
LER I
=1%. 121
2
17 1— 1". 1 A-
C I T Y F E Q M 0 N Q S-
f
'Alm
P"
F(711-y 0f-- 17,F)MC)NDS
4E., W.M.
-I Y 0 P, F.- D M 0 N D S
. ... ......
ftAN �E*
APPROVED FOR CONSTRUCTION
0
:: CITY OF EDMONDS
A �j
DRIVEWAY SECTION ROCK TRENCM DRAIN DETAIL
rENERAL NOTES
M-4.
T_-l--lll.,1.,l K
=41.
Ogg-
NX r=" '=*
SITE DEVELOPMENT DETAILS
FOR
JURICH RESIDENCE
20010 MAPLEWOOD DRIVE
IN SWI/4, NWI/4. SECTION 19, T.27 N..R.4 E..W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY. WASHINGTON
.�----d&kFiTER--I---'--SECTICFN- TOWNSHON.WaL.- ___RA_NGE_vv_v._NL
A p� fth, S,��i:h c,�., offi"
NW 19 27 4 Mp pmA-14 . 1.1y 24, INS
SW 1Y-2i!4
3-054
'3-
3-035
42 cn
020 30
13
24 19 11, ;TIC7AfrrY)
2 U�:: 2134 PU TV W OD
2-044 02
,h f c� 03 f 1 3
&-,)
2
M 'LEWo
AP
2-050 TkA C (54 0 N S
ANOR
M)
f 2 3 CONDOMINIUM 2-006 8:
t c.6 cc 2-0451
5 4 1 3 1 2 s (4552)
39 0. Of 1 4 2 -007
2.133 2 1 1 ' ; 7191TH S
2 2135 1 WS 7)t.
2 TT,9,FIRVIE 71"
��HNSON 5 0
C,
5
2 C� E12
-7
TT 201*6 2412
6 7
Er 2 2-016 12- 11
q 4 6 .--"'198TH-ST-SW- -------
7 t 9 FR—ACTS
7
-12t;2-0221 231 2
LLj 3 To 10 3 1' 24 211 20 19 18 17 f
2-051
2 2-023
Uj 4 2-018 2 BEL T I 5q_
2-02 1 2
5 4 7
2-098
12 2
6
L�I, 2 2-021
"�o
4 3 11�
2039
2-124
2-041
c�
U�
z
S I TIE
2-061
2-078
0
01 3 03 Ln 2 02
2 4 02
..... 1.11 9 0
3 62 2
n2 f 0
57
13 2-0
NE T 124 c� 2-057
0, 06.", 2-;131 SP S-6-8
09
12 1
is 02 05 34�-,
1 04 �2
.2 ,
02
07 03 '"2
APLEOP 2-056
LS
SPA N 8
02 4 2-064 2-104 01 3
Io '14
3 2
9 02' 04 09 08 2-065 1 2� 102 2-076
L 03
Of 4
—201ST--PL-SW--- n co
t 6 5 'c'
CADE-DR 'o
,,Of 7 4 3 2 1? 9 9 -077
N ! �q 1 " t (N c� c� c� 02
1301
.i_ *11 'o
6466 DA ESTAVES AA..
0 2 (6983) ------- 202ND-ST SW'----
SP S-2bO
3 4 5 6 7 13 2-118 it, 1 12 2 2-080 1 17..
'oe'C �2 It
03 2 1 � of 6
G 2-090
2-081 2
U_ . I I �r`,
01 -202ND PL- 12 2 .,..., ! 38
-.0 2-If9
2 .......... 02 2-122� -11 3 It 15
it 14 ES TE 54) 4
12 9 iu 3 1
— 00 11 L:ZU 1 01
02 11 2-120'1�, 2-083
RKS
IL JI LLj 14 1
15
3
1 10 7 10 0 X 4 5 r 13 1
4
18 19 co 2-09 1,"* to 2
20 21 . _ a)., Lu
1� to 20-
10, 6 1 LLj 12
16
SIERR . 1 17 (D
Ac- ST
5 N i to
9 10 11 1 f -204TH ST-SW 7 11 6
N
HI HLA S 1 2
72
c) c� I lo I c� Ly 1
03
'A 3 4 5 6
Q 6 04.
2
ANNPARK M 7 c�,
SPA.I�RFI
'P
0)4 '
04 03 204TH-S-r-sw----.1
00 27 Of f 1 03.! 02 33
3
3 2 Of 02
TRA
05 ,
!_ERA
-.-"4 01 i24 02
05 � I � -
/3 _�2
SI-11271
Propefty -Parcel Map----
Lo'vell-Sauerland and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA No.4657
EO
DETENTION SUMMARYAND CALCULATIONS:
Current City code requires calculations be done using an SCS-SBUH analysis. The criteria used
include restriction of the 2-year, 1 0-year, and 100- year design storm peak flows to match the existing
runoff for each of those events (site is less than 1.0 acre and flows to the Northstream drainage basin).
Site runoff will be collected in a system of pipes and catch basin inlet within the proposed driveway.
Detention will be provided in a closed detention vault located west of the proposed house. The
detention vault will discharge to a new drainage pipe and catchbasin system that will extend through
the site and north through the neighboring property to an existing pipe and catchbasin system about
145 feet north of the site. A flow restrictor oiltwater separator tee and a small sump area at the
discharge point of the detention vault will provide for water quality treatment of the collected runoff
flows. Due to recent erosion within the Northstream stream corridor the applicant is providing an
addition correction factor to the storm detention storage volume per 1992 DOE Figure 111-1.1. The
correction factor is based on the proposed impervious surface cover of 28.7% (8,285 / 28,807) and
equates to an increase correction factor of 22%. See attached calculations and site plan.
The following table summarizes the storm detention system.
Summary Table:
Total Site Area
Project Development Area
28,807 sf (0.6613 acres)
16,807 sf (0.3858 acres)
Existing Runoff Rate
2 year
10 year
100 year
0. 0 1 cfs 0.03 cfs
0.08 cfs
Developed Runoff Rates
2 year
10 year
100 year
0.07 cfs 0. 11 cfs
0.20 cfs
Detention System Release Rates
2 year
10 year
100 year
0. 0 1 cfs 0.02 cfs
0.08 cfs
Storage:
Calculated Detention (40' x 6' x 3.82')- 358.50 to 362.32
Design Detention (49'x 6'x 3.82')- 358.50 to 362.32
(with 22% increase factor)
917 sf
1,123 cf
Lovell-Saueriand and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA No. 4657 E- I
STORM DETENTION CALCULATIONS:
Shareware R elease
Jurich Residence
LSA #4657
13ASIN SUMMARY
MATCH INFLOW -STO--DIS- -PEAK- OUTFLOWSTORAGE
<-DESCRIPTION-> (cfs) (cfs) -id- --id- -STAGE> id (cfs)VOL(cQ
2-YEAR ....................... 0.01 0.07 V1 C1 360.03 1 0.01 366.16 cf
10-YEAR ...................... 0.03 0.11 V1 C1 361.16 2 0.02 638.50 Cf
1 00-YEAR ..................... 0.08 0.20 V1 C1 362.32 3 0.08 916.81 cf
BASIN ID: EX002 NAME: EXISTING 2-YEAR
SCS METHODOLOGY
TOTAL AREA ....... : 0.39 Acres BASEFLOWS: 0.00 cft
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION 1.50inches AREA..: 0.39Acres O.00Acres
TIME INTERVAL 10.00 min CN 81.00 0.00
TC : 41.39 min 0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 200.00 ns:0.4000 p2yr 1.50 s:0.0400
PEAK RATE: 0.01 cfs VOL: 0.01 Ac-ft TIME: 560 min
BASIN ID: EX010 NAME: EXISTING 10-YEAR
SCS METHODOLOGY
TOTAL AREA ....... 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 2.00inches AREA..: 0.39Acres O.00Acres
TIME INTERVAL 10.00 min CN .... : 81.00 0.00
TC .... : 41.39 min 0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 200.00 ns:0.4000 p2yr: 1.50 s:0.0400
PEAK RATE: 0.03 cfs VOL: 0.02 Ac-ft TIME: 530 min
BASIN ID: EX100 NAME: EXISTING 100-YEAR
SCS METHODOLOGY
TOTAL AREA ....... : 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION .... 3.00inches AREA..: 0.39Acres O.00Acres
TIME INTERVAL .... 10.00 min CN .... : 81.00 0.00
TC .... : 41.39 min 0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 200.00 ns:0.4000.p2yr. 1.50 s:0.0400
PEAK RATE: 0.08 cfs VOL: 0.04 Ac-ft TIME: 520 min
BASIN ID: DVO02 NAME: DEVELOPED 2-YEAR
SCS METHODOLOGY
TOTAL AREA ....... : 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION .... 1.50inches AREA..: 0.20Acres 0.19Acres
TIME INTERVAL .... 10.00 min CN 86.00 98.00
TC .... : 15.28 min 5.00 min
ABSTRACTION COEFF: 0.20
TcReach-Sheet L:150.00ns:O.l5OOp2yr.1.50s:0.0400
TcReach - Channel L: 100.00 kc:42.00 s:0.0200
impTcReach -Sheet L:100.00ns:O.011Op2yrl.50s:0.0400
PEAKRATE: 0.07cfsVOL: 0.03Ac-ftTIME: 510min
BASIN ID: DV010 NAME: DEVELOPED 10-YEAR
SCS METHODOLOGY
TOTAL AREA ....... : 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... TYPE1A PERV IMP
PRECIPITATION 2.00inches AREA..: 0.20Acres 0.19Acres
TIME INTERVAL 10.00 min CN 86.00 98.00
TC : 15.28 min 5.00 min
ABSTRACTION COEFF: 0.20
TcReach-Sheet L:150.00ns:O.l5OOp2yr.1.50s:0.0400
TcReach - Channel L: 100.00 kc:42.00 s:0.0200
impTcReach- Sheet L:100.00ns:O.011Op2yr.1.50s:0.0400
PEAKRATE: 0.11cfsVOL: 0.04Ac-ftTIME: 510min
BASIN ID: DV100 NAME: DEVELOPED 100-YEAR
SCS METHODOLOGY
TOTAL AREA ....... 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 3.00inches AREA..: 0.20Acres 0.19Acres
TIME INTERVAL 10.00 min CN 86.00 98.00
TC .... : 15.28 min 5.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 150.00 ns:0.1500 p2yr. 1.50 s:0.0400
TcReach - Channel L: 100.00 kc:42.00 s:0.0200
impTcReach -Sheet L:100.00ns:O.011Op2yr.1.50s:0.0400
PEAKRATE: 0.20cfsVOL: 0.07Ac-ftTIME: 510min
Lovell-Sauerfand and Associates
Engineering Report
LSA No.4657
Jurich Residence- 20010 Maplewood Dr
July 2009
& -02
Jurich Residence
LSA No. 4657
SCS Weighted average curve number calculations
July 2009
SCS Soil = Alderwood- gravelly sandy
loam
SCS Hydrologic Soils type:- C
Areas
Sq. Ft. Ac.
% of Site Area
Site area =
28,807 0.661
100.0%
Undeveloped Area (west portion)
12,GOO 0.275
41.7%
Total Project Area =
16,807 0.386
58.3%
Existing conditions
Area (so
Assumptions: CN:
Undisturbed forest land 76
Second growth forest 81
16,807
Meadow or pasture 85
Grass, > 75% coverage (50% off -site collected areas) 86
Grass, > 50% coverage 100
Open water 92
Impervious (Ex. Houses to remain- Lots 1 & 11) 98
Total Weighted CN:
81.0
Pervious:
Area, acres:
0.386
Percent pervious area:
100.0%
Weighted CN:
81.0
Impervious:
Area, acres:
0.000
Percent impervious area:
Weighted CN:
Future conditions
Total
Total Project Area 16,807
Assumptions:
CN:
Undisturbed forest land
76
Second growth forest
81
Meadow or pasture
85
Grass, > 75% coverage
86
8,522
Grass, > 50% coverage
90
+ 2'-Z.5' (f'C'4 i 31bea, IWO)
Open water
100
.
Impervious
98
D'28S ---o 830-1 .5
House, Roof, Deck, Patio, Walk 5,870
( -r 0i s % 'DID k1 I OM ObCS
Driveway 2,415
NO-T LoptW-MIE, -rwc-
Total Weighted CN:
91.9
Pervious:
Area, acres:
0.196
Percent pervious area:
50.7%
Weighted CN:
86.0
Impervious:
Area, acres:
0.190
Percent impervious area:
49.3%
Weighted CN:
98.0
Lovell-Sauerland and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009 F-3
/ q4 AJn 403!i7
STAGE STORAGE TABLE
RECTANGULAR VAULT ID No. VI
Description: DETENTION VAULT
Length: 40.00 ft. Width: 6.00 ft. voids: 1.000
STAGE -STORAGE- STAGE -STORAGE- STAGE -STORAGE- STAGE STORAGE
(ft) --cf- -Ac-Ft- (ft) --d- -Ac-Ft- (ft) --cf- -Ac-Ft- (ft) --cf- -Ac-Ft-
358.50 0.0000 0.0000 359.60 264.00 0.0061 360.70 528.00 0.0121 361.80 792.00 0.0182
358.60 24.000 0.0006 359.70 288.00 0.0066 360.80 552.00 0.0127 361.90 816.00 0.0187
358.70 48.000 0.0011 359.80 312.00 0.0072 360.90 576.00 0.0132 362.00 840.00 0.0193
358.80 72.000 0.0017 359.90 336.00 070077 361.00 600.00 0.0138 362.10 864.00 0.0198
358.90 96.000 0.0022 360.00 360.00 0.0083 361.10 624.00 0.0143 362.20 888.00 0.02G4
359.00 120.00 0.0028 360.10 384.00. 0.0088 361.20 648.00 0.0149 362.30. 912.00 0.0209
359.10 144.00 0.0033 360.20 408.00 0.0094 361.30 672.00 0.0154 362.40 936.00 0.0215
359.20 168.00 0.0039 360.30 432.00 0.0099 361.40 696.00 0.0160 362.50 960.00 0.0220
359.30 192.00 0.0044 360.40 456.00 0.0105 361.50 720.00 0.0165
359.40 216.00 0.0050 360.50 480.00 0.0110 361.60 744.00 0.0171
359.50 240.00 0.0055 360.60 504.00 0.0116 361.70 768.00 0.0176
Increase correction factor:
Site Impervious Cover = 8,285 sf / 28,807 sf = 28.7%
Correction Factor = 22% (per DOE 1992 Figure 111-1.1)
Calculated 100-year storage = 917 cf ( stage 362.32)
Design 1 00-year storage= 1, 123 cf -
,-�")L - 42
pk)-coll
Lovell-Sauerfand and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA Nd.4657
STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
FIGURE III-1.1
Volume Correction Factor to be Applied to
Streambank Erosion Control BMPs
Based on Site Impervious Cover
50
45 -
40 -
r%
e
%J
35 -
a
0
LL 30 -
z
0
W 25
a
0
20
15
10
0
20 40 60 80 100
SITE IMPERVIOUS COVER C%_)
2-8.77'/.
ze.
TOTAL s ire: 2. 9� 6 0"? S;*
%� 2'2@t.
coarena,j
FA CrOX
Lovell-Sauerfand and Associates Jurich Residence- 20010 Maplewood Dr
Engineering Report July 2009
LSA No.4657
STAGE DISCHARGE TABLE
COMBINATION DISCHARGE. ID No. C1
Description: CONTROL STRUCTURE
Structure: 01
Structure: R1
STAGE -DISCHARGE-> STAGE -DISCHARGE- STAGE -DISCHARGE-
(ft)
--cfs-
(ft)
--cfs-
(ft)
--cfs-
(11)
--cfs-
358.'50
0.0000
359.60
0.0127
360.70
0.0179
361.80
0.0219
358.60
0.0036
359.70
0.0132
360.80
0.0183
361.90
0.0223
358.70
0.0054
359.80
0.0138
360.90
0.0187
362.00
0.0226
358.80
0.0066
359.90
0.0143
361.00
0.0191
362.10
0.0229
358.90
0.0076
360.00
0.0148
361.10
0.0195
362.20
0.0232
359.00
0.0085
360.10
0.0153
361.20
0.0198
362.30
0.0235
359.10
0.0094
360.20
0.0157
361.30
0.0202
362.40
0.3228
359.20
0.0101
360.30
0.0162
361.40
0.0206
362.50
0.4470
359.30
0.0108
360.40
0.0166
361.50
0.0209
359.40
0.0115
360.50
0.0171
361.60
0.0213
359.50
0.0121
360.60
0.0175
361.70
0.0216
ORIFICE IDNo. 01
Description: CONTROL ORIFICE
Outlet Elev: 358.50
Elev: 358.50 It Orifice Diameter 0.6670 in.
STAGE -DISCHARGE- STAGE -DISCHARGE- STAGE -DISCHARGE-
(ft) --cfs-
(11) --- cfs-
(ft) --cfs-
(ft) --cfs-
358.50 0.0000
359.60 0.0127
360.70 0,0179
361.80 0.0219
358.60 0.6038
359.70 0.0132
360.80 0.0183
361.90 0.0223
358.70 0.0054
359.80 0.0138
360.90 0.0187
362.00 0.0226
358.80 0.0066
359.90 0.0143
361.00 0.0191
362.10 0.0229
358.90 0.0076
360.00 0.0148 .
361.10 0.0195
362.20 0.0232
359.00 0.0085
360.10 0.0153
361.20 0.0198
362.30 0.0235
359.10 0.0094
360.20 0.0157
361.30 0.0202
362.40 0.0238
359.20 0.0101
360.30 0.0162
361.40 0.0206
362.50 0.0241
359.30 0.0108
360.40 0.0166
361.50 0.0209
359.40 0.0115
360.50 0.0171
361.60 0.0213
359.50 0.0121
360.60 0.0175
361.70 0.0216
RISER DISCHARGE
ID No. R1
Description: RISER
OVERFLOW
Riser Diameter (in):
6.00 elev: 362.30 ft
Weir Coefficient ... :
9.739 height: 362.50 ft
Orif Coefficient :
3.782 increm: 0.10 ft
STAGE -DISCHARGE- STAGE -DISCHARGE- STAGE -DISCHARGE-
(ft) --cfs-
(ft) --cfs-
(ft) --cfs-
(ft) --cfs-
362.30 0.0000
362.30 0.0000
362.40 0.2990
362.50 0.4228
Lovell-Sauertand and Associates Jurich Residence- 20010 Maplewood Dr
Engineering Report July 2009
LSA No. 4657 E'- (,*
L— — — — — — — — — —
— — — — — — — — — — — — — — — —
3ANCI
GOOM31dVY4
3 gvAmm
04
ol
'13
36"
i3
08—
t
3a jI
1%
Lovell-Sauerfand and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009
IRA AM 4R.S7 PPvi.czPrI-.IRPntPmhonr 90n-Q
L- - - - - - - --
3ANG
ki
----------
GOOM31dVVI
.54eo+
�50
100 F� CD
D ruew Pc o
7-144,E 0 IC
CO A)e EA/ r/2.4 T ( OA)
MAP
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009
1 OA At- AgZCZ7 Revised: SeDtember2009
DRAINAGE BASIN DESCRIPTION:
The proposed detention vault will release flows from the site via a new proposed pipe and
catchbasin system. The new stormwater discharge system will direct stormwater to the
northwesterly corner of the site. The new system will route northerly around the west side of the
existing house at 19922 Maplewood Dr (currently owned by Glenn and Wendy Werner) to an
existing storm system catchbasin located north of the house at 19922 Maplewood Dr (about 145 feet
north of the site). The existing storm system continues north around the west side of an existing
house at 19904 Maplewood and daylights to an open ditch about 400 feet north of the site. The
flows continue north into the deep Northstream stream corridor. Flows merge with Northstream
about 1,000 feet north of the site. Northstream continues in a westerly path and eventually
discharges into Puget Sound about 1.0 mile downstream of the site. See attached drainage basin
map for the diagramed local downstream path.
Additional offsite drainage collection system (pipe, catch basin and rock trench drains) are proposed
to be installed along the westerly boundary and the parcel directly south of the site (currently owned
by the applicant, Jurich). The rock trench drains are intended to collect surface ru noff and disperses
it below the surface or covey it in the new tight -line storm system. To promote subsurface
dispersion the trenches have been designed to include 24 inches of drain rock below the
outfall/overflow pipe to the tight -line storm system. The trench drain systems collects surface runoff
that currently flows through/off the site and thus detention compensation is not provided. This
system is intended to collect flows that would normally sheet flow off the site. The southerly,
westerly boundary, and off site system to the north is being installed to alleviate the potential for
future flooding and adverse impacts to property. Conveyance capacity calculations are provided in
section H of this report.
The proposed discharge point of the drainage system of the site will continue to be at the north
boundary near the northwest corner of the site preserving the natural drainage patterns.
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009
LSA No.4657 Revised September2009
SHEET 8 1 SHE 9
124
1246
4
19804
5 340 5 339
- -to
.7,
A
U I
Or
9-6 (:n. L, �i
C3 Nt Z! 9-0 10�
7
19604 A
9 4
9-3 9-2
1970e
19714
LEV,9,9,0 HILL PARK
19 79?41
—9 -_6 1
19126
19730
19817 ;19830 19829
19t7,N I 9,91g
9-167
19810
19903 1990?
19905 19900
Dt
19911 19910,
9-1 1990-2 19911 19910
19 -166
9-169 Q_ 9-168 9-620
9 19912 1 19918 19917 7'9r9M-----
.7175 9-00
19908 6615
19 -174 00 19%'6 i
I 992g? 9,,cj 8545 19927
19925 9-164
9 163
9-173 9-17 9-165 _43-1.,
9-540 9-
9-US -1 9 1829 83 1".
9 '0 W 00 9-62
S, 200) _j
TE CO cr,
CZ0 10
8 7 CO rz CO
0 20013 9 3
9 630 20020
6 00,28
0028
629
OU
20024 20026
.902 20030
8-1130
31 20104
812 20106
20114 'u
9117 9111 20105 20101 -
9211 6 9-625
B-1126 9 549 9-548 0 S
9 8-50 CADE DR 20125 8810 9 Wd! 9-635 9-6
6-5m 9-550 9806 8904 8802
e0202 9170 20130 9808 S 9-637
Drainage Basin Map
City As -built Map
Lovell-Sauerland and Associates
Engineering Report
LSA No.4657
Jurich Residence- 20010 Maplewood Dr.
July 2009 F- c2
GRADING AND EROSION CONTROL SUMMARY.
The project will require grading to raze the existing house and construct the new single family resident.
Standard erosion control measures are proposed to be used during construction. The primary
erosion and sediment control "best management practice" (BIVIP) during construction will be proper soil
stabilization methods. Exposed soils shall be stabilized by application of effective BMP's that protect
the soil from the erosive forces of raindrops, flowing water, and wind.
Appropriate BIVIPs include, but not limited to, temporary and permanent seeding, sodding, mulching,
plastic covering, erosion control fabrics, matting, soil application of polyacrylamide (pam) , the early
application of gravel base on areas to be paved, and dust control. The contractor shall select a soil
stabilization method best suited for the particular situation. Stock piles must be stabilized and
protected with sediment trapping measures. In addition, site containment of exposed soils shall be
sustained by using silt fence barriers along the down -slope boundaries of the site's disturbance areas.
See the site development plan for details.
Estimated grading calculations: The attached calculations were performed using and average area
calculations (average surface area method). The quantities listed are for the permitting process only
and should not be considered precise amounts for bidding purposes. The estimated grading quantities
a re:
Approximate Fill: 400 CY
Approximate Cut: 400 CY
Soil Type: Alderwood - Urban Land Complex, 2 to 8 percent slopes (soil # 5)
Hydrologic Group "C"
Erosion Factor (K) 0.20
Conclusion: Proposed erosion control BMP's in compliance with City's guidelines have been
engineered for the anticipated conditions. The civil engineering construction plans include grading and
temporary erosion and sediment control (TESC) plan which provides details and notes for the
proposed construction BMP,s. With proper installation, maintenance and inspections of the proposed
BMP's the project should have minimal impact to the surrounding environment.
Lovell-Sauerland and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA No.4657
SOIL SURVEY OF
SNOHOMISH COUNTY AREA, WASHINGTON
UNITED STATES DEPARTMENT OF AGRICULTURE,
SOIL CONSERVATION SERVICE
Alderwood - Urban Land Complex, 2 to 8 pertent slopes (soil # 5)
This map unit is on till plains. Areas are irregular in shape and are 100 to 1,000 acres in size. The native vegetation is
mainly conifers. Elevation is 50 to 550 feet. The average annual precipitation is about 40 inches, the average annual air
temperature is about 50 degrees F, and the average frost -free season is 170 to 190 days.
This unit is about 60 percent Alderwood gravelly sandy loam and about 25 percent Urban land. The components of this
unit are so intricately intermingled that it was not practical to map them separately at the scale used.
Included in this unit are small areas of McKenna and Norma soils and Terric Medisaprists in depressional areas and
drainageways on plains. Also included are small areas of soils that are very shallow over a hardpan; small areas of
Everett, Indianola, and Ragnar soils on terraces and outwash plains; and soils that have a stony and bouldery surface
layer. Included areas make up about 15 percent of the total acreage.
The Alderwood soil is moderately deep over a hardpan and is moderately well drained. It formed in glacial till. Typically,
the surface layer is very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is
dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown
very gravelly sandyloam about 5 inches thick. A weakly cemented hardpan is at a depth of about 35 inches. Depth to
the hardpan ranges from 20 to 40 inches.
Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it. Available water
capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the hazard of water erosion is slight. A
seasonal perched water table is at a depth of 18 to 36 inches from January to March.
Urban land is areas that are covered by streets, buildings, parking lots, and other structures that obscure or alter the
soils so that identification is not possible.
The Alderwood soil in this unit is used mainly for parks, building sites, lawns, gardens, and woodland.
The main limitations of the Alderwood soil for homesites and septic tank absorption fields are the depth to the hardpan
and the seasonal perched water table. Onsite waste disposal systems often fail or do not function properly during
periods of high rainfall. Drainage is needed if buildings with basements and crawl spaces are constructed. Topsoil
need to be stockpiled during site preparation and subsequently used to cover the exposed material. Additions of fertilizer
and peat are desirable prior to seeding grass for lawns.
This map unit is in capability subclass lVe.
Lovell-Sauertand and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA No.4657 6 - ;
6
1 -178,/ love—,*
(D 3
La
IT
5
LYNNWOODI
5 3
3
ab
32
20
5
Cddar,.
6.
Val ey'
32
ut
Seaftl
b
3
6
51
C\)
78
41�
EDMON 5
PS,
7�
19
�0
32
104
A
V-
2
_k
1 1630 000 FEET
�X
2E
'�k
FA IV
MO'NTUX
TrACE'
4-
6 'A
2
4
S,
5
2,S. �� JU4
I . SCS Soils Map
Lovell-Sauerland and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009 (3-3
LSA No.4657
Grading Quantity Estimation
Jurich Residence 20010 Maplewood Dr.
LSA No. 4657
July 2009
Site Grading e of
Cut Area Fill Area Volum
Volume of
Volume of
Volume of
Elevation at Elev. at Elev. Cut, CF
Fill, CF
Cut, CY
Fill, CY
0.0
361.0 U 0 U
0 1,500 0
0
750
0.0
0.0
27.8
362.0
364.0 0 4,600 0
6,100
0.0
225.9
68.1
364.5 3,000 2,750 750
3,450
1,838
2,063
27.8
127.8
76.4
366.0 1,600 0
368.0 1,400 0 3,000
0
111.1
0.0
370.0 150 0 1,550
0
57.4
2.8
0.0
0.0
371.0 0 0 75
8,825
0
10,750
327
398
Additional Cut for Detention Vault
50 x 6 x 4.5 = 1,350 cf 50 C.Y.
Approximate Total Quantities:
CUT= 400 C.Y.
FILL= 400 C.Y.
Lovell-Sauerland and Associates Jurich Residence- 20010 Maplewood Dr.
Engineering Report July 2009
LSA No.4657
I
Drainage System Conveyance Calculations:
The pipe network was analyzed using Hydraflow Storm Sewers Extension software. All proposed
pipes are smooth -walled and will be installed at a minimum slope of 0.5%. The following modeling
demonstrates that the project's pipe network system adequately conveys the 1 00-year storm event.
Attached is the input/output data for the conveyance capacity.
Lovell-Sauertand and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009 ly- I
/ RA Alr) 41q.x;7 Pauicorl- qonfnmhmr 9nnO
Pipe Report
Reach #
Upstream
Node
Downstrearr
Node
Upstream
Invert
Elevation
(ft)
Downstream
Invert
Elevation
(ft)
Length
(ft)
Slope
N
Roughness
Section
Size
Inlet
Area
(acres)
Capacity
(cfs)
100 yr.
Discharge
(cfs)
P-5
Detention
SDCO#4
358.50
358.18
16.0
2.00
0.012
6 inch
0.00
0.86
O.M
P-8
CB#8
CB#7
356.50
352.70
190.0
2.00
0.012
12 inch
2.33
6.09
1.81 1 !
P-4
SDCO#4
CB#3
358.18
352.50
80.0
7.10
0.010
6 inch
0.00
1.94
0.20
P-7
CB#7
CB#3
352.70
352.25
45.0
1.00
0.012
8 inch
0.00
1.31
1.76
P-3
CB#3
CB#2
352.25
351.96
47.0
0.62
0.012
12 inch
0.88
3.38
2.62
P-2
CB#2
CB#1
351.96
351.22
123.0
0.60
0.012
12 inch
0.52
3.34:
3.00
P-1
CB#1
EX CB #A
351.22
351.00
36.0
0.61
0.012
12 inch
0.00
3.36
2.97
P-A
EX CB #A
EX CB#B
350.86
349.23
146.0
1.12
0.012
12 inch
0.51
4.55
3.34
P-B
EX CB#B
EX CB#C
349.23
345.95
59.0
5.56
0.012
12 inch
1.03
10.15
4.06
P-C
EX CB#C
Outlet
345.36
343.69
23.0
7.26
0.012
12 inch
0.42
11.60
4.35
P-46 / 7-�
.0
010
5 yo4e ^I
CAPACITJ I
F Ow� I 00-�EAR
/ 0 0 - yE.4 fa- F 1-0 W'5.
Avic�� t4.r.4-c .
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:\ ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SAUERLAND StormCAD 0.5 [158]
09/25/09 06:05:44 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
H- .1
DOT Report
Reach
-Node-
Up
Dn
Inlet
A
(acres)
Inlet CA
(acres)
Total CA
(acres)
-Ground-
Up
Dn
(ft)
-HGL-
Up
Dn
(ft)
-Slope-
Energy
Constructed
(ft/ft)
Length
(ft)
-Section-
Shape
Size
V avg
(ft/s)
P-5
Detention
0.00
0.00
0.00
365.00
358.72
0.016740
16.00
Circular
2.96
SDCO#4
362.00
358.34
0.020000
6 inch
P-8
CB#8
2.33
.1.16
1.16
360.00
357.07
0.016312
190.00
Circular
2.97
CB#7
356.00
354.12
0.020000
12 inch
P-4
SDCO#4
0.00
0.00
0.00
362.00
358.40
0.067039
80.00
Circular
1.68
CB#3
355.60
353.11
0.071000
6 inch
P-7
CB#7
0.00
0.00
1.16
356.00
353.93
0.018113
45.00
Circular
5.05
CB#3
355.60
353.11
0.010000
8 inch
P-3
CB#3
0.88
0.44
1.60
355.60
352.98
0.004064
47.00
Circular
3.69
CB#2
356.90
352.88
0.006170
12 inch
P-2
CB#2
0.52
0.26
1.86
356.90
352.73
0.006027
123.00
Circular
4.46
CB#1
355.00
351.98
0.006016
12 inch
P-1
CB#1
0.00
0.00
1.86
355.00
351.98
0.005659
36.00
Circular
4.28
EX CB #A
353.39
351.82
0.006111
12 inch
P-A
EX CB #A
0.51
0.26
2.12
353.39
351.64
0.011076
146.00
Circular
4.70
EX CB#B
351.93
350.08
0.011164
12 inch
P-B
EX CB#B
1.03
0.52
2.64
351.93
350.08
0.037405
59.00
Circular
8.29
EX CB#C
351.93
346.41
0.055593
12 inch
P-C
EX CB#C
0.42
0.21
2.85
351.93
346.24
0.031968
23.00
Circular
8.25
1
Outlet I
1
1 343.691
344.191
0.0726091
112 inch
I
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:1-14600 Ihru 46399\4657\drainage\4657cip.stm LOVELL-SALIERLAND StormCAD v1.5 [158]
09/25/09 06:05:30 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
H-3
Node Report
Node
Inlet
Area
(acres)
Inlet
TC
(min)
System
Flow
Time
(min)
Total
Discharge
(Cfs)
Rim
Elevation
(ft)
HGL In
(ft)
HGL Out
(ft)
Detention Vau
0.00
0.00
0.00
0.20
365.00
358.72
358.72
CB#8
2.33
24.70
24.70
1.81
360.00
357.07
357.07
SDCO#4
0.00
0.00
0.09
0.20
362.00
358.40
358.40
CB#7
0.00
0.00
25.77
1.76
356.00
354.12
353.93
CB#3
.0.88
21.56
25.91
2.62
355.60
353.11
352.98
CB#2
0.52
22.85
26.13
3.00
356.90
352.88
352.73
CB#1
0.00
0.00
26.59
2.97
355.00
351.98
351.98
EX CB #A
0.51
22.85
26.73
3.34
353.39
351.82
351.64
EX CB#B
1.03
24.15
27.24
4.06
351.93
350.08
350.08
EX Cl3#C
0.42
20.87
27.36
4.35
351.93
346.24
346.24
Outlet
N/A
N/A
27.411
N/A
1 343.691
344.571
344.571
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:1 ... \4600 thru 469914657\drainage\4657cap,slm LOVELL-SAUERLAND StormCAD v1.5 [158)
09/25/09 06:05:37 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
4 H- q
Outlet
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:X ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SAUERLAND StormCAD v1.5 [158)
09/25/09 06:02:21 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page I of I
CB#7
P-8
CB#8
Outlet
Vault
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:l,,.\4600 1hru 4699\46,57\drainage\4657Cap.slm LOVELL-SAUERLAND StormCAD v1.5 [158]
09/25/09 06:02:30 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
14-4
m 7 I'm m
PARM W
200th STRE
Lovell-Sauerfand and Associates Jurich Residence- 20002 Maplewood Dr
Engineering Report July 2009 14-7
I.qA Wn Atql;7 Pnvi.,zivI-.qanhnmhjar 5)nnQ
-- - ---------- ---- - - -
Project Title: Jurich Residence Project Engineer: LOVE LL-SAU ERLAND
p:\ ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SALIERLAND StormCAD 0.5 [158)
Co 09/25/09 05:51:03 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
m m m m mi 111m- no miii im m i� - Fm
Labe: Oudet
R. 343 69 k
sm 343 69 1
— -----------
Label CEMI
------- --n-355MA.— — ..
S��p 349209
— ----- — -------
Label FX CB #A
R. 353 39 2
Label EX CB*C
S.P 349 00 ft
M 35C93ft Label EX CBIB
Sump 344 00 t Ron 35193 k
Sm, 347.2D I
- ----------
Label P-A
UP kw 350 86:
�' . "l; "
Lenp: 146 00 ft
Sq. 12 dh
— ----------
Label P
UP ftAn 35� 22
N 1-1 35 00 �1
L.P 36 001
Sce 12�
bel P-B
Uplrwt�34 231
D� " 34: 95 t
Logm,59001
SM12 alb--
Lab,[P-C
Up Irma .345361
D, -ft 343 69 4
L.p 23 OD I
S. 12 V6
0.00
1-00
2-00
3,00
Label P-2
Up V.q 35
35� 95 R
D, "a 22 a
Lengm 123 00 ft
k. 1
Project Title: Jurich Residence Project Engineer: LOVELL-SAUERLAND
p:\ ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SAUERLAND StormCAD v1.5 [1581
09/25/09 05:51:45 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
Label: C1392
Rim: 356.90 It
Sump: 350.00 ft
Label: CB#3
Rim: 355.60 It
Sump: 350.25 It
Label: CB#i
Rim: 355.00 ft
Sump: 349.20 It
1110-
Label: P-3
Label: P-2
Up Invert: 352.25 It
Up nv rl-
ftft
Dn Invert: 351.96 It
Dn �nv:"
�:":22
Length:47 . 00 It
Size: Q inch
Length: 1
.00 ft
Size: 12 inch
Label: P-I
Up �nvert: 35;.22 It
Dn nvert: 35 .00 It
Length: 36.00 ft
Size: 12 inch
Project Titl : Jurich Residence
p:\ ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SAUERLAND
09/25/09 05:56:21 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666
Label: Detention Vault
Rim: 365.00 It
Sump: 356.50 It
Label: SOCO"
Rim: 362.00 it
Sump: 35818 It
X
Label: P-4
Up Invert: 358.1
Dn Invert: 352.5
Length: 80.00 It
Size: 6 inch
Label: P-5
Up Invert: 358.50 It
Dn Invert: 358.18 It
Length: 16.00 ft
Size: 6 inch
Project Engineer: LOVELL-SAUERLAN6
StonrnCAD 0.5 [158]
Page 1 of 1
L.W�Mg
F- 360 00 1
&.p 356 00 t
H6L
L. CBX2
—R. M9D1-
9� 350 00 1 Lb,1 CB03 L.� CB47
R. 355 60 k Fm 1356 00 1
— un 350 25 k Sm, 350 70 A
La bel P-8
UP "n 356 50 t
N Vn 352 70 t
Ul�gm 19000t
S. 12"
UP =352 70 t
D, �. 352 25 A
U.P 45 00 t
S. 8�
L.W, P-2 L" N
Up h" 35� 96 t Up kW 352 25:
D, h.9 35 22 t Dn unn 35196
U.0, 123 00 1 Lenp ITOD A
So 12 Sae 12 mnM
3.00 4-OD 5-OD 6-00
Project Title: Jurich Residence Project Engineer: LOVE LL-SAU ERLAN D
p:\ ... \4600 thru 4699\4657\drainage\4657cap.stm LOVELL-SAUERLAND StormCAD v1.5 [158]
09/25/09 05:52:10 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
Jurich Residence
(20002 Maplewood Drive)
Operation and Maintenance Requirements: This manual is intended to provide guidance to
the owner(s) for the operation and maintenance of the drainage and the stormwater detention
storage facilities for the Jurich Residence (20002 Maplewood Dr). The owner is responsible for
maintenance of storm drainage facilities within the property. The owner is not responsible for
maintenance within the public right-of-way.
This manual is not comprehensive. Although it explains the intended operation of the various
components of the drainage system, and suggests a routine of inspection and maintenance, it
cannot anticipate every problem. Once a historical record of maintenance is established, it may be
prudent to alter the routine. It is recommended that maintenance records be kept, and that the
records be reviewed periodically.
Concept of Operation: The drainage design is shown and described in the final site development
engineering plans and report. The approved site development plans and report should be retained
as part of this document and used as a reference to identify drainage facilities mentioned in this
manual.
Conveyance Systems. The design objective in pipe sizing was to convey the 1 00-year storm without
the water surface exceeding the ground elevation. Frequent overtopping of the pipe system in a
particular area might indicate a downstream blockage. Overtopping of the drain systems at the yard
drains or cleanouts is an indication that maintenance is required.
Stormwater Storage Detention Vault. The onsite detention system consists of an underground
detention vault just west of the proposed residence at 20002 Maplewood Dr. The detention system
are designed to contain all surface water that enters them, and should drain the active volume of the
vaults within a day or two after any storm event.
Recommended Inspections of Facilities. The following are inspection guidelines for the drainage
system. The inspections should occur prior to the winter rain season, leaving sufficient time to
correct any detected maintenance problems, and at the end of the season to determine the effect of
the season's runoff. Once a historical basis is developed the frequency of inspection may be
modified as necessary.
For additional and updated maintenance information visit the Washington State Department of
Ecology's web -site at: http://www.ecy.wa.gov/programs/wq/wqhome.htmI
Lovell- Sauerland and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009
LSA No.4657 Revised, September2009
.T_ I
CLOSED DETENTION SYSTEMS (TANKS/VAULTS)
Maintenance Defect Conditions When Maintenance is Needed Results Expected When
Component Maintenance is Performed
Storage Area Plugged Air Vents One-half of the cross section of a vent is Vents open and functioning.
blocked at any point or the vent is damaged.
Debris and Sediment Accumulated sediment depth exceeds 10% of All sediment and debris removed from storage
the diameter of the storage area for 1/2 length of area.
storage vault or any point depth exceeds 15%
of diameter.
Example: 72-inch storage tank would require
cleaning when sediment reaches depth of 7
inches for more than '/� length of tank.
Joints Between
Any openings or voids allowing material to
All joint between tank/pipe sections are sealed.
Tank/Pipe Section
be transported into facility.
(Will require engineering analysis to
determine structural stability).
Tank Pipe Bent Out
Any part of tank/pipe is bent out of shape
Tank/pipe repaired or replaced to design.
of Shape
more than 10% of its design shape. (Review
required by engineer to determine structural
stability).
Vault Structure
Cracks wider than 1/2-inch and any evidence of
Vault replaced or repaired to design
Includes Cracks in
soil particles entering the structure through the
specifications and is structurally sound.
Wall, Bottom,
cracks, or maintenance/inspection personnel
Damage to Frame
determines that the vault is not structurally
No cracks more than 1/4-inch wide at the
and/or Top Slab
sound.
joint of the inlet/outlet pipe.
Cracks wider than 1/2-inch at the joint of any
inlet/outlet pipe or any evidence of soil
particles entering the vault through the walls.
Manhole Cover Not in Place
Cover is missing or only partially in place.
Manhole is closed.
Any open manhole requires maintenance.
Locking Mechanism
Mechanism cannot be opened by one
Mechanism opens with proper tools.
Not Working
maintenance person with proper tools. Bolts
into frame have less than % inch of thread
(may not apply to self-locking lids.)
Cover Difficult to
One maintenance person cannot remove lid
Cover can be removed and reinstalled by one
Remove
after applying normal lifting pressure. Intent
maintenance person.
is to keep cover from sealing off access to
maintenance.
Ladder Rungs
Ladder is unsafe due to missing rungs,
Ladder meets design standards allows
Unsafe
misalignment, not securely attached to
maintenance person safe access.
structure wall, rust, or cracks.
Catch Basins
See "Catch Basins" Standards.
See "Catch Basins" Standards.
Lovell-Sauertand and Associates Jurich Residence- 20002 Maplewood Dr
Engineering Report July 2009
LSA No. 4657 Revised: September2009
J. - C2
CONTROL STRUCTURE/FLOW RESTRICTOR
Maintenance Results Expected When
Component Defect Conditions When Maintenance is Needed Maintenance is Performed
General Trash and Debris Distance between debris build-up and bottom of All trash and debris removed.
(Includes orifice plate is less than 1-1/2 feet.
Sediment)
Structural Structure is not securely attached to manhole Structure securely attached to wall and outlet
Damage wall and outlet pipe structure should support at pipe.
least 1,000 lbs of up or down pressure.
Cleanout Gate Damaged or
Missing
Orifice Plate Damaged or
Missing
Obstructions
Overflow Pipe Obstructions
Manhole
Catch Basin
Structure is not in upright position (allow up to Structure in correct position.
10% from plumb).
Connections to outlet pipe are not watertight and Connections to outlet pipe are water tight;
show signs of rust. structure repaired or replaced and works as
designed.
Any holes --other than designed holes --in the Structure has no holes other than designed
structure. holes.
Cleanout gate is not watertight or is missing. Gate is watertight and works as designed
Gate cannot be moved up and down by one
maintenance person.
Chain leading to gate is missing or damaged.
Gate is rusted over 50% of its surface area.
Control device is not working properly due to
missing, out of place, or bent orifice plate.
Any trash, debris, sediment, or vegetation
blocking the plate.
Any trash or debris blocking (or having the
potential of blocking) the overflow pipe.
See "Closed Detention Systems" Standards.
See "Catch Basins" Standards.
Gate moves up and down easily and is
watertight.
Chain is in place and works as designed.
Gate is repaired or replaced to meet design
standards.
Plate is in place and works as designed.
Plate is free of all obstructions and works as
designed.
Pipe is free of all obstructions and works as
designed.
See "Closed Detention Systems" Standards.
See "Catch Basins" Standards.
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009 T-
L.RA Nn 4657 Pon%/i.4zPr1-.qnntnmhPr 9000
CATCH BASINS
Maintenance
Results Expected When
Component Defect
Conditions When Maintenance is Needed
Maintenance is Performed
General Trash & Debris
Trash or debris of more than '/2cubic foot which is
No trash or debris located immediately in front of
(Includes
located immediately in front of the catch basin
catch basin opening.
Sediment)
opening or is blocking capacity of the basin by more
than 10%.
Trash or debris (in the basin) that exceeds 1/3 the
No trash or debris in the catch basin.
depth from the bottom of basin to invert the lowest
pipe into or out of the basin.
Trash or debris in any inlet or outlet pipe blocking
Inlet and outlet pipes free of trash or debris.
more than 1/3 of its height.
Dead animals or vegetation that could generate
No dead animals or vegetation present within the
odors that could cause complaints or dangerous
catch basin.
gases (e.g., methane).
Deposits of garbage exceeding 1 cubic foot in
No condition present which would attract or
volume.
support the breeding of insects or rodents.
Structure Damage
Corner of frame extends more than 3/4 inch past
Frame is even with curb.
to Frame and/or
curb face into the street (If applicable).
Top Slab
Top slab has holes larger than 2 square inches or
Top slab is free of holes and cracks.
cracks wider than 1/4 inch (intent is to make sure all
material is running into basin).
Frame not sitting flush on top slab, i.e., separation
Frame is sitting flush on top slab.
of more than 3/4 inch of the frame from the top
slab.
Cracks in Basin
Cracks wider than % inch and longer than 3 feet,
Basin replaced or repaired to design standards.
Walls /Bottom
any evidence of soil particles entering catch basin
through cracks, or maintenance person judges that
MrimMirp is iinound.
Cracks wider than Y2inch and longer than 1 foot at
No cracks more than 1/4 inch wide at the joint of
the joint of any inlet/outlet pipe or any evidence of
inlet/outlet pipe.
soil particles entering catch basin through cracks.
Sediment/
Basin has settled more than 1 inch or has rotated
Basin replaced or repaired to design standards.
Misalignment
more than 2 inches out of alignment.
Fire Hazard
Presence of chemicals such as natural gas, oil and
No flammable chemicals present.
gasoline.
Vegetation
Vegetation growing across and blocking more than
No vegetation blocking opening to basin.
10% of the basin opening.
Vegetation growing in inlet/outlet pipe joints that is
No vegetation or root growth present.
more than six inches tall and less than six inches
apart.
Pollution
Nonflammable chemicals of more than % cubic foot
No pollution present other than surface film.
per three feet of basin length.
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009 T
LSA No.4657 Revised: SeDtember2009
CATCH BASINS (continued)
Maintenance
Results Expected When
Component
Defect
Conditions When Maintenance is Needed
Maintenance is Performed
Catch Basin Cover Cover Not in Place
Cover is missing or only partially in place. Any
Catch basin cover is closed.
open catch basin requires maintenance.
Locking
Mechanism cannot be opened by on maintenance
Mechanism opens with proper tools.
Mechanism
person with proper tools. Bolts into frame have less
Not Working
than % inch of thread.
Cover Difficult to
One maintenance person cannot remove lid after
Cover can be removed by one maintenance
Remove
applying 80 lbs. Of lift; intent is keep cover from
person.
sealing off access to maintenance.
Ladder
Ladderrungs
Ladder is unsafe due to missing rungs,
Ladder meets design standards and allows
Unsafe
misalignment, rust, cracks, or sharp edges.
maintenance person safe access.
Metal Grates
Grate with opening wider than 7/8 inch.
Grate opening meets design standards.
(If Applicable)
Trash and Debris Trash and debris that is blocking more than 20% of Grate free of trash and debris.
grate surface.
Damaged or Grate missing or broken member(s) of the grate. Grate is in place and meets design standards.
Missing
Lovell-Saueriand and Associates Jurich Residence- 20002 Maplewood Dr.
Engineering Report July 2009
1 qA A/n 4R.S7 _qantamhor 9nnQ
ICONVEYANCE SYSTEMS (PIPES & DITCHES)
Maintenance
Component
Defect
Conditions When Maintenance is Needed
Results Expected When
Maintenance is Performed
Pipes
Sediment & Debris
Accumulated sediment that exceeds 20% of the
Pipe cleaned of all sediment
diameter of the pipe.
and debris.
Vegetation
Vegetation that reduces free movement of water
All vegetation removed so water flows freely
through pipes.
through pipes.
Damaged
Protective coating is damaged; rust is causing more Pipe repaired or replaced.
than 50% deterioration to any part of pipe.
Any dent that decreases the cross section area of
Pipe repaired or replaced.
pipe by more than 20%.
Open Ditches
Trash & Debris
Trash and debris exceeds 1 cubic foot per 1,000
Trash and debris cleared from ditches.
square feet of ditch and slopes.
Sediment
Accumulated sediment that exceeds 20% of the
Ditch cleaned/flushed of all sediment and debris
design depth.
so that it matches design.
Vegetation
Vegetation that reduces free movement of water
Water flows freely through ditches.
through ditches.
Erosion Damage to
See "Ponds" Standard.
See "Ponds" Standard.
Slopes
Rock Lining Out of
Maintenance person can see native soil beneath
Replace rocks to design standards.
Place or Missing (If
the rock lining.
Applicable)
Catch Basins
See "Catch Basins" Standard.
See "Catch Basins" Standard.
Debris Barriers
See "Debris Barriers" Standard.
See "Debris Barriers" Standard.
(e.g., Trash Rack)
For additional and updated maintenance information visit the Washington State Department of
Ecology's web -site at: http://www.ecy.wa.gov/programs/Wq/wqhome.htmi
Lovell-Sauerland and Associates Jurich Residence- 20002 Maplewood Dr
Engineering Report July 2009
LSA No.4657 PPvi.qiorf-.qPntPmhPr90nQ
f
For a SOW. and valuable consideration. t1le grdntors
-A d AkNT hereby.grant
to the owners, 2- A- PR F--qT A%A TMGH pr, pglKqT
and to future owners of:
That Part Of Tracts 15 and 16. Flat Of UsPlewo . od Hills
to Plat thereof recorded 14 valujae 10 of Plato ,JaCCordlng
t a �aPage 1 , records
or a Id c:unty, lYlU9 South of a line the I rallel with and
110 ; 00 t a I th of the north line ur tract id Of said 916t, itnd
lY'j'6 north- Of a iin* tbut is parallel. vith tip(I jj0<) feet South or
the north line sit said Tract 16.
AU easement for the installation, operation and maintenance of a an itary
sower line over. across. through. under and upon the followinc &3cribed
Pr*PsrtY# situated In SnChOMi3h County, State of vashington, to-witi
A th* Plat therof recordedt 16, XWOW004 Hills, according to
ll that Portion Of Tr"
in Vol. 16 of Plats, page 121.
t records Of Said QQuntY, 4149 north of a line WbIch Is parallel
a and distant 110 feet South of the north line Of said Treat 16.
OFFICIAL RECORDS
LA
`Z
DATED this 2DA day of
STATE Or WASIIZNGTCN
SS
COUM or SMOMMISH
00 this day personally appeared before
end ANITA BMy to me known to be the Individuals
des"O Lu Anu wnO executed the irithIn and foregoing Instrument, and
Wftowlefted that the signed the same as their free and
voluntary act and deed, 1 -7
for M—uses and purposes therUn—so—nt-roned.
GIVEN under my hand and official seal this
118Y 1969 day of
.'v 5.1 & "'*
0'
X-100
0^
1\'O SALES TA ot ry
I - —It 4LP c 4 and ate
�' �Y.r �'t. st
RCQUIRED f Wanhingt
St kesiding at Edjmds
MAY 5 - 1369 OFFICIAL RRAMOS
va 312 &A25
6W r- ,
IP C. 1 Sq "I
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.ci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
August 14, 2006
MEMO TO:
Puget Sound Energy
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Edmonds Information Services
Allied Waste
Comcast Cable
GARY HAAKENSON
MAYOR
Please be advised that 20010 Maplewood Drive has been retired from the Edmonds
address system. It has been replaced with 20002 Maplewood Drive, Edmonds, WA.
Occupancy: Single Family
Short Plat (see attached)
Tax ID Number: 00506700001600
Lots (see attached)
If you have any questions regarding this letter, please contact me at 425-771-0220 or
Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list.
Respectfully,
Marie VLrison
Senior Permit Coordinator
Edmonds Building Department
Cc: Applicant/Owner
Snohomish County, WA Assessor Parcel Data Page I of 2
SnohomishOollno Government information & Services
County4O
Washington
R E AL"' Property Information
Countv Home Assessor Horne Treasurer Home Information on which Departmen to contact
Please view Disclaimer If you have questions, comments or suggestions, please Contact Us.
Date/Tii-ne:7/31/2009 7:25:50 AM Answers to Frequently.Asked Questions about Parcel Data (opens as new window)
Return to Property Informati.on,Entry page
Parcel Number 00506700001600 Prev Parcel Reference 50670000160001
ji View Map of this parcel (opens as new winclowj
General Information
Taxpayer Name 11 Address (contact the Treasurer if you have questions)
JURICH THOMAS J JR & ELLA 1120010 MAPLEWOOD DR --- EDMONDS, WA 98026-
6664
If tile above mailing address is incorrect and you want to make a change, see the information on Name and
Address-Change-5.
Owner Namefl Address (contact the Assessor if you have questions)
JURICH THOMAS J JR & ELLA 1120010 MAPLEWOOD DR --- EDMONDS, WA 98026-
6664
If the above name and address is incorrect due to a recent sale, please see the information on Na-m-e and
Address. Changes After.a. Sale
Street (Situs) Address (contact the Assessor if you have questions)
20010 MAPLEWOOD DR - - - EDMONDS, WA 98026-6664
Parcel Legal Description
MAPLEWOOD HILLS BLK 000 D-00 - N I IOFT OF TR 16
Go_t_0top_.gtpage
Treasurer's Tax Information
Taxes For answers to questions about Taxes, please contact theT.reasurees -office (opens as
new window)
2009 Taxes for this parcel $4,798.30
Payments: Receipt No. 51019041 5/t/20091 $2,399.151
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late
payments. LID charges, if any, are not included.)
To obtain a duplicate tax statement, either download our Tax Statement Reque% form or call 425-388-3366 to request it
by phone.
Go to.top.of page
Assessor's Property Data Characteristics and Value Data below are for 2009 tax year.
Please contact tile Trea.sp-rer's-office. for answers to questions about Taxes (opens as new window)
For questions ONL Y about property characteristics or property values (NOT taxes),
please contact the Assessor's Office
http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpinqO2-ParcelData.asp?PN=005... 7/31/2009
Snohomish County, WA Assessor Parcel Data Page 2 of 2
Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons
Values exemption.
Reductions for exemptions are made on the property tax bill.
Tax Year 2009 Market Land $485,0001 Market Improvement $106,900 Market Total $591,9001
Pendin- Property Values
0 1
TaxYear 2010 Market Land $297,000 Market Improvement $138,3001 Market Total $435,3001
Go to top
gfp
-agp
Valuation, Payment, and Property Tax History
View History (opens as new window)
Go to top-af p�jge
Property Characteristics
Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window)
Use Code I I I Single Family Residence - Detached
Size Basis ACRE Size 0-63 (Size may include undivided interest in common tracts and road parcels)
Go to top-qf page
Property Structures
Type Yr.Built Structure Description
Dwelling 1951 1 Story View Structure Data (opens as new window)
Go to top gf page
Property Sales since 7/31/1999
Explanation of Sales Information (opens as new window)
Sales data is based solely upon excise affidavits processed by the Assessor.
Transfer Receipt
Sales Excise Deed Grantor (Seller)
Grantee (Buyer)
Other
Date Date
Price Number Type
Parcels
1/20/2009 1/23/2009
$490,000 125999 W JUSTIS KATHERINE L
JURICH THOMAS J JR &
No
HINEY
ELLA
10/8/2008 10/9/2008
$0 315825 QC HEMRY BRYSON P
JUSTIS KATHERINE L
No
REVOCABLE LIVING TRUS
10/29/2007 11/28/2007
$0 118966 QC HEMRY BRYSON P
HEMRY BRYSON P REV
No
LIVING TRUST
Go to top of page
Property Maps Towilship/Range/Section/Quar-ter,
links to maps
Neighborhood 1605000
Explanation of Neighborhood Code (opens as new window)
Township 27 Range 04
Section 19 Quarter NW Find parcel maps for this Town sh i D/Ra nae/Section
Vie%v Map of this parcel (opens as new window:)]�
littp:Hweb5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpinqO2-ParcelData.asp?PN=005... 7/31/2009
0
1 19502
0 < 19424 19507
8917 8625 — "I'll, w Mape
8909 g Sterling > woo
19509 19507 Um <
I (je 2 Prest yteria
-- I Seventh Day (lo: 1943 S1 195 3
2 ---F--' -
1952 F Adventist Cf,iurch
PUGE-r., 8907 :: 0 , ,
9107 2
irch
953 1
196TH ST SW
E D . . . . 8602
. -2 .. .1 8420
-V Maplewood
8606 2 2 2
(n 0$ 19619 Manor
8712 8704 19 .2 6410
84,
4
8516
(L 19626
830
A 0 197TH
19623 G G z
19632
s
0
19705 19703
19702
710
19709
.3 8315
19714 1971 19713
Maplewood. T 197W 19721 T
0. 1971
19722 19801 19727 19730 19727
'9
Hilt -- ma :21 1972
--- DL 19801
19804
,804 aill
19726 198D5 I . 1, — 19804
8405 19810
19730
F;- 19.1 5460
Park.
19817 19830 19829 5 'gals
194310
8523,�'�Wo'<
19905 19903 851 194124 tL'
19902
199. a" 8420
7
19832
19911 19910 8518 84G3 —
1991,
T -- — --- E)5031 19906 199
9918 -4 19917 1991,11 8710 8517 8405 —
718 199
— 1991
8623 8621 2
8407
0
5 6711 1992
19928 29 8627 T o o
19925
8409
19926
200T ST SIN
6612 8660 8500
0 .1 20016 1 1 os
20020 8620
3
2 20019 E�
910 Cr 1. a W,
20022
20024 C) o o > c�
20023 20020
20026 20031
902 3 20100
812 20106 2 029 31 20103 8715 Office 20035 _F70102
aplewood School
a.
201 of
9211 20121 8711 20110
— 20111 20114
;AGE OR 6810 20.1ST
201391 0 8409
202 1A
W 20115
>
< 20201 20124
20201 202M S1 SW
XPA I
8620
0
I .. 20208 2Q209 8502 $426 8412
20308 1' A .1 . — - , 20205 20206
9021
01 am 20215 202G4 9L 20205
20307 D 20216 3: 20217
20207 20224
20306 lu 8624
20026 > 6Y 20223 20206 —.7
9022 R
m 00 Salo 20226
20311 20228 20227 — 20
C3 8626 20302 20231
20208 20209
W
Ct. 11� 20301 20210 20213
20318 1 20310 8831 20304 20305
20307
20310 8307
20212 20307 - ZXIM PU S1
0311 9001
... SIERRA ST 8308
11 204TH S 20316 20315 201315 20208 20311 /0
IQ �b
8307 1�1 \ U'
20321 4" 4, 20114
203 20317 20 9006
F=�
> ap
19 31 s
re
C
'*9532
1.72
'9.' 0
19.14
E992.
20330
4
20319 204 2 204TH ST
20,411 20417 20406 2G408 :e 2G405
20321 20414 P 8610 8522
20421 20414
0
.0 0 20421
i 20425 20420
tu 20425 —=-6
2G427 20429
20505 -j
0 STRE 1ADDRESS FILE
CITY OF EDMONDS BARBARA FAHEY
MAYOR
7110-210TH ST.S.W. - EDMONDS, WA 98026 01206) 771-0235 - FAX (206) 744-6057
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
-(�' S t . 18 9 'J
June 25,1996
B. P. Henry
P.O. Box 369
Edmonds, WA 98020
RE: Water Meter Reading for Account #408425
Dear Mr. Henry:
Afterfeceiving your letter concerning your water consumption I checked the
following:
1. This meter was replaced in August of 1995 as part of our meter
replacement program.
2. The read was checked on June 25, 1996 and verified at 0072 which
indicates in 47 days this meter used 9 units of water. If I project this to a
60 day billing cycle, this would indicated that 11 1/2 units of water would
be used. This is less than your previous consumption on May 10, 1995
to July 10, 1995 which was 13 units.
3. 1 then looked at your consumption history which appeared to have
gradually increased since May 10, 1995 billing.'It appears that it has
dropped off from your usage in May from 17 units to what now appears
to be 11 units. -
In closing, I feel that the problem appears to be a plumbing problem in your home
(toilet) as your bills started to escalate before the meter was changed in August
1995.
Sincerely,
Ron Holland
Water/Sewer Supervisor
wordaWwateftenry 9 Incorporated August 11, 1890. a
Sister Cities International — Hekinan, Japan
AWWPo4
4 lWe4�to kli3
1
clr,y jUN 2 4 1996
PUBLIG WORKS DEPT,
Vd ;c*s
/now
IAI 77kc
W1o0V?r9—r1A4j,e .4--r i7_5
U),,Q,7Xt_
/wAy s A04A, >/opfwt lorfro
7;Ut Aexaxor4e ll:�4oAo 49AC^f?" or— 7V.S
e&cl OMAV7- V/rI4 Yoela
4f'i-r- -raok A e"-V R;Irdr- OlAbAj
77460
.v4pw4,p l*kt -ro ��el4e 7%40
RoAlAVASZO eA14,0
A�*,v �e ACI 7a e,*k fRkopmoo r4a 7/&tr 4444e-&Ikle- 7-1;dv
A� A46c;Ar
7�0" C4U-.0C,7- 7.244 Al
e
'OqR
\Y*fm Worm. \V-00044;�P�A V/;fV/-A
1,,24V f
slOIJA4z� 0
c4u,", ro vvi ezem
1QJrA
5;qmf-4cv2wv
7*wk yeow Aue yvam M;;v7.-o47ve.-6.
Ar oute., ri,0400.1 oov
.5Z Y'�'
7
4
CCEVV, P-1P
Rj)"
.-,,200)11 . DAYTOMSITIi i
4
jmt qn,
'02
��0#64 77,11, 3
fIEkt;'-,3491—,'0
'V
t
it"i'45
El Car�,
�ieftM-66, V177,i1--E) 4,
B1111ap;ED,ep
d
eg-ar ihi'g);thpxe'�
IF& n&ba
A
o
;h
S, a w� i h, I g i')-, c 66 s
y P RT'�
b uri p I 'e',
UsPb'6,,irh' a-die,� -y;,yd%orybprjp1' b 'r
e e rf in, b tiac
'IM t t" ble! P,,
,C6m'me'rl ts'-,
A
'7
ED'S PLUMBING SOUTH
ED-SP-LS * 077SA
Box 69101
SEATTLE, WA 98168
248-9340 932-2613
DATE
JOB WORK ORDER
BILL TO
PHONE
7 7K, V-S'8'
ADDRESS
ME
—
CITY
JOB NAME AND LOCATION
r 01- "V11
/W' 4:��
6 //V a-1 j//(' �4 le
4 4 C-
4,1 1�2�jtl 1--) //1)-
7
It
LABOR GUARANTY S RR T
The labor charge as recorded here All parts a recorde r Wed
relative to the equipment serviced as as per manufacturers ficat ns.
TOTAL MATERIALS
noted, is guaranteed for a period of
TOTAL LABOR
30 days.
We do not, of course, guaranty other
-- — -------- — -------------------------------
TOTAL OTHER
----
--- — ---
parts than those we install. If repairs
IdIZICUticome necessary due to other THERE WILL B�Li .$20.00
date five parts, they will be charged CHARGEOI
- - -----
I Y, 4�
separately. RETURNED CHECKS.
SLI B TO TA L
I hereby acknowledge the saissfactory
completion of the above described work:
---------------- -- ----------- — ----- ------------------ — ---------------------
TAX
- — — -
— — — -----------
--l—I
SIGNATURE
TOTAL
NhBs C0511 intiny 'e'vice rr'! I- l, ��E I- I Nt PS. I�c
City of Edmonds Combined Utility 4--(744
501 Bell Street
PO Box 2008
14 -6 "1 '*f
Edmonds WA 98020-2008
771-0241 Pal
EDMONDS RESIDENTS WHO ARE GARBAGE SERVICE CUSTOM-
�RS OF EITHER LYNNWOOD DISPOSAL (778-0188) OR SOUND
DISPOSAL (778-2404) CAN RECEIVE CONVENIENT CURBSIDE
RECYCLING SERVICE AT NO EXTRA CHARGE. IF YOU AREN'T
RECYCLING NOW YOU MAY BE ABLE TO LOWER YOUR GARBAGE
BILL BY SIGNING UP AND USING THE SERVICE TO -DIVERT
MORE TO RECYCLING. CALL TODAY! * * * PLEASE CHECK
YOUR WATER METER BOX AND OTHER UTILITIES ON YOUR
PROPERTY TO BE SURE THEY ARE NOT COVERED BY SHRUBS,
BARK, SODr OR CARS, ETC. IF NOT ATTENDED TO, CITY
WORKERS ARE REGUIRED TO REMOVE AT OWNER'S EXPENSE.
METER READINGS/DATE
PRESENT;.* '000CUBIC.F.EET,
031 046 15
1/15/96
3/07A96
ACCOUNT NUMBER
J *MARESS
�V
20010
HEMRY B P
PO BOX 369
KEEP THIS EDMONDS, WA
PORTION
IFORYOUR
,RECORDS
MAPLEWOOD DR
t
98020-0369
6 —
City of Edmonds Combined Utility
501 Bell Street "Da
PO Box 2008
Edmonds WA 98020-2008 0,41 ��V
771-0241
REGISTRATION IS NOW UNDERWAY FOR PRESCHOOL, CA11PSY
GREAT CLASSES AT EDMONDS PARKS 9/. RECREATION. FOR
MORE INFO OR TO REGISTER, CALL 77/1-0-230. * * * * *
WENATCHEE YOUTH CIRCUS WILL BE AT THE CIVIC (.ENTER
PLAYFIELD JULY 16 @ 7 PM AND JULY 17 C2, I & 7 PM.
TICKETS ARE AVAILABLE AT THE ANDERSON CENTER BEGIN—
NING JUNE 12. ADULTS $5; CHILD $3.50; FAMILY AND
GROUP RATES AVAILABLE; FOR INFO CALL 771--0'2.32. * *
BE SURE TO ADHERE TO YOUR SUMMER WATERING, CALENDER
& CONSERVE WATER. * * IF YOU IRRIGATE, CHECK YOUR
BACKFLOW DEVICE ANNUALLY; PERMIT REQUIRED (FREE).
`;cot��O' MPTI
:P,�&t�EIICF E
!!�PRE
PRESENT. -
0 4 6
063
17
3/07/96.
5/09/96
KEEP THIS
PORTION
FORYOUR
RECORDS
ACCOUNT NUMBER
4-08425
SERVICE ADDRESS
20010 MAPLEWOOD DR
ZIP + 4
FIRST CLASS MAIL
U.S. POSTAGE PAID
EDMONDS, WA
PERMIT NO. 31
32.07/
1.84
3
36.20
PASTIDUE'A�iili
5/09/96
2 00',--7 -07..
16 A.r—
ZIP + 4
FIRST CLASS MA�L
U.S. POSTAGE PA D
EDMONDS, WA
PERMIT NO. 31
'ODE'�'
3 4 6
2 99
3 36.20
HEMRY B P R �t 000
Clem -
PO BOX 369 7-
EDMONDS, WA 98020--0369
0- -,72.86
PAST DUE AFTER
7/08/96
City of Edmonds Cor-hined Utility _jc*�=w
501 Bell Street
PO Box 2008
Edmonds WA 98020-2008
771-0241
TI-11S NEW UTILITY Bllt-.L FORMAT W-ILL ALLOW PAYMENT
INFORVIATION TO BE SCANNED INTO YOUR ACCOUNT WITH
INCREASED SPEED AND ACCIURACy, ALLOWING US TV) IM-
PROVE CUSTOMER SERVICE. PLEASE DONATE TO
THE EDMONDS FIRE FIGHTERS)' ANNUAL. FOOD AND TOY
D.RIVE. BARRELS ARE LOCATEED IN CITY BUILDINGS &
LOC,AL FOOD STORES. PLEASE LEAVE NEW OR. LIKE NEW
TOYS.* * * PROTECT HOME PLUML3'ING WITH A PRESSURE
REG,ULATIN1'.; VALVE, IF' YOUR SYSTEM EX(,EEDS 80 LBS�
PER S(i,,UARE INCH. FOR MORE INFORMATION (,'ALL 771-
02235, EXT. 64V. THANK YOU AND HhPPY HOLIDAYS' !
5SIDAT t
,jiAETpFf * AEA6140
sump"now,
002
1 .3
1 i
�Z 4,10 /.9 5�
I 1- 0 8 9
KEEP THIS
PORTION
FORYOUR
RECORDS
ACCOUNT NUMBER
4-0 IS 4.2-
SERVICE ADDRESS
21-0010 MAPLEW
1-1 E M R Y B P
FO BOX 369
EDMONDS, WA 980*20-0369
City of Edmonds Combined Utility
501 Bell Street
PO Box 2008
Edmonds WA 98020-2008
771 -ngdl
ZIP + 4
FIRST CLASS MAIL
U.S. POSTAGE PAID
EDMONDS, WA
PERMIT NO. 31
ZIP + 4
FIRST CLASS MAIL
U.S. POSTAGE PAID
EDMONDS, WA
PERMIT NO. 31
3
2 2.07
3 36-20
17610161, 1 DIM
Z W4
425.2'-
ACCOUNTNUMBER PX§T'DUE AF TER
A AE
4-08425
013 031 SERVICE ADDRESS
11/08/95 1/15/96T 20010 MAPLEWOOD DR
ir
HEMRY B P
PO BOX 369
EDMONDS, WA 983020-0369
a% r- u nuo
PORTION - A
FOR YOUR (Davj 31-12 lf4
RECORDS
on
� 1 01-
-�P.Yibo A
PLACE'- IN -A 1? RA-R Q-9r-xY.- BAIRREL-A'r . 6 .. 0 11 A 1 N STREET'.
CALL .7 IF YOU HAVE STOPPAGE IN
FO-R:.I NFO
A YOUR' sAN-ITARY SF�-W R A L L -PUr
3LIC WORKS 771-0235,
IS A NO CHARGE
1, AFtER H0009 DIAL'
.911. THIS
Message S5.RVl-'CE- -ro CHE '-r T' -ro
Y�,�MA 1 NS BEFORE CALLING R a
R0, Q.T.
� R�
For
You
PJA
7;mvrEA REA DINGS/dAT E.L,:Y:v!
cop
v
ACCOUNT41-y"10A 21
.69.1
j,6.20 -
M -'L E W 0 E) E--
A'i
SERVICE
ADDRESS'
9/08/95
PAST DUE
AFTER
HE*MRY: 8-�P-
P0 P) b X
E Ll N ON D S WA- la o;n) - 0"1 9
COMBINED UTILITY: WATER —'WAISTEWA TER STORMWA TER/ DRAINAGE*
N4
aw�c-i6� �-c
-Or
EP fl 0 N P, 3 RE 5' 1. D N T S�' K,,A�y'-OR 'LA.Ulri�A Pf AL L P F, - L A ill q- -
SAT. r OCTDOER 28. AS M A hl* E A 0 1: F F E R E N C;E Y) A IN
A E D MfIN D 5 SHE INVI76-S 'ALL CITl:Z.E,p,!I,- ID TAKE f-*) A Rl
T-HIS NATIONAL r)AY OF HELPINC 'OTHERS. S-TART,
Message PLANK11NG Y.OUR A C T S' K I N D N F--, 6 S N Q W C A L L 7 1 - 0,2 4 7
FOR L)ETAILS.* T-; R i G, i �T El N H E 53 E A Fl� 0 N W -1 T H H E - W I P, 1,
T E R , P E k F D R M I N A RTS S E R I ES �i. A)) E:-- JAI"IES THEATRE.
You ENJGY* HOLIL'AY MUS*IC/1lF'ERA- & SHOR�' STORY READING--'S,
, . P.. � .3
3 . P E R F OR M A i 0C, E '13 0 N L Y �-s 1 8 .. S P 0 N S 0 R "E3 Y T-HE E
DMONfJS
ARTS- C' Omfl, I SS-1 ON, CALL -771-0-68. 1� PREF`Ar�E NOW
FOP FAI W 119 T E R D y A.F.P. I N.G EX�POS-ED PIt-l.L'3/FAlJQET5..,-4,
OO'CUBIC F
N, V N4 R
�R.PEA .,I�GS 1 N4 'i—1 ,
-v A M (D U IN Tt%
DEI .
P R E (0 U S'�;
22.97 V/;
ACCOUNT NUMBER:'
-Q1 22 §
9
77- .2
S
EFIVICE
A DDRESd., '200 10 NAPLEWOOD� �DR
'PAST DUE
AFTER
Ff. E.. fli p y -B p
PO 113 0 Y" 3 6 9;
E -MON
L P) WA 9 8 0 22 - 0 ','.S 6 9
COMBINED UTILITY: WATER — WASTEWA TER — STORMWA TER DRAINAGE
_R1
-y-f iL
--ME'Y*ER Awi�oi:� o
ATE
S 1- 4 E C K (1 L JR, W,
'LJRE�.�.'THEY ARE*�,-*.Nfft
ON;
ur RTY TO INS
A
'jy 'ARK OR pl., CARS
L _18U1r',,B ETC ,
10Q
C
'PERSONNEL WIL
IRE11t
A'r1*EHiiEX.4 y G1.TY I BE RE"(10
;Message.,
REMOVAL'. Al* OWNER" '13 EXPEN'S'E,*_
11 iE 'F�(AIQQ Al OT*
For R E ril DIE RT 1,34 REMEMP -1EC R
RECYCLABL.E' TILJE I'Dj-00D CO�Y-AM'.T�4A'I'lON- OR HE.
You
FIA 'ER
S'j P1.1. ]WEL$
1' .4 .4% P-1 ZZA'�,,'BOXIEP o -J`��NKS
PAPER JAPLECLO
n -
0PAP I
ft-AE4DO 7AITONsk;�'pk.,�10'
MOUNT�
00 CUB
Ic.
REVIOQSL... "Fcc S _&�Iu AIN
NUM ? . ....
BER
"249—
.47*
Z6
0
.0,
_Y
!H '(S'
p
Rf-YKEEP,,'vTH1S
I Ip
DiRy �)R,
7
F,
R'
P(),. DOX:
E-0
-a
--0369..
-PbTY: WA TER�--�2�'Wk�-tf-WA TER �,L--:S,.T6R.,MwkTER.1 DRAINAGE..,;:,,.,
COMBINEDV
d Ity" r M�
Ki u IL,
11.�,__ M �kkBPL20,�,.e�.,
0ij;-'idV'Edffbfid, �cbftibi I Bell' I
S _77
YOU114 -olrl FZCLJ�3" �A JRNS '�o
El 1()NDI: JULY 1.9 C�
Y*
F.'m cavrc' c"L-x ER PLAYF�11�. -.1
�.;7 PM & JULY 19.10
klUl TS $46) DRki-N $4 � FAMILY/GROUl", RATI."."S' AVAILo
7 )YMNP 'JN�&
I)R *7 102'32., * -)(- )*� G -)
INFO!, `54.27-40;?,
Message
T 'i':0A " *F'(:)F� A(3)E13 7 ... �16t JULY C'HED: R-A. 1:*_-"AD--
F MF
11 ':ST'
0 --GKTPP1NG) i& 1 AMP i Gp A M E IS /'(.*" 0 N I T1, 13 CAI L E
For T.NG,.,R_PE I .1 r
6; �q -.0230, EXT4 344 -FOR 1 NFO
JVIARKS & RE
NE — D T fi. r I N (3 A N
j: 'You SYSTEM;' F.AACK�,-� W DE:Vl(:,*E:,:) E.,
:1-6 _00,
RE-M.EME"
At, . F .
y(*y.jj-",, �NC. xlffl(',�E Pr-R�.11, I' AT, Tl- PUBLIC WORK,) DEFT +
w r�( `E I Ntn'('
0., 2 1. OT
ii�jrSIDA
t� tl-* I.,' , f;t
"CONSUMPTION
�,a
Slo F
0
BIC
20-.37-
Acd6UNT NUW3�k�.- , . ?1*1t:1 . . 14� -
749
17
_3 2
/09/9,
SEWCE
S:
ADDRES
'T
PAST DUE
AFTER
A
`P
v OUS"_
R
741-1
A
'KE
HEMR' -B "P
Y
r-.! x
03,69',
Ex. 1 .9. 020
W
ERIDRAINAGE,...
:.COMBINED 71LITY: WATEP��,�
-N. YOUR H L r.Y
I` YCL31 G.
.1 .-TO: 111INK ITZE:E_��G-Y ,' - .' 0 .1
ME.:. ,CUXNlQ F C
J:; 13 -TRC- CT 7FU.--:ES,,
s, 'ASY.*M,':)NY-'�ARE-A I c
OUT I
T I . ONSt' *Ffff .'rpkF*E IN':
':CK �NEWSPAPEM ::fGk Tl!MEs' & l,.00 'A
A LN, . I I. ? 1 .
. . . . . . fl*14- 'CURIA.1,31DE YARI). DE-Elf-k1fi# 17 YOU S U B.S, C R 1. E 11:-;' ro
Message
-).ERVlCE'.*ClHlP TH.E TRLE� UISE ITAS.,comr-OST &:HUI._ClII0*
DECOF,,�ATION'Sj, I NSEL.,
:.,For..
FLOCKED 'Y'RE:L-�$,..,,-ic-*URDINANC;E�*2214
-.�you- ;:E.X.AJ.TRES UTILITY PAID-W.1,114IN 25 DAYS OF;*
30C DA you. AKE-* � GOING -AWAY FOR
INAL2 Ell L.L.T.NG -TE+
-M N PREFAY
XTEN1. ED PER1011p, PL.EAlc3E,:.,MAKE AF:�RANOFH. E T9 TO
YOUR WATtR/8�NEP
i�-,PReSLN
:�PREV!OU
V/
ACC OUNT NUMBER:
73(3:+. L9�6
w4 2
4094 25
3.,11 36420
SERVICE
IDDRESS' 4()()'() MAPI_EWOOD DR
F-1; L J 0 R I D A r
PAST DUE
001—
AFTER.01;.
1192 wil Nil
am
mrs hip w
H1:EMRy
VJ R'
(:)x
;�4. R E C 0 R, Q S.",,',
EDMONDS,wo'. 98.0200369-1.
COMBINED UTILITY: WATER ='WASTEWA TER STORM�YATER / DRAINAGE...
. 2 .... + . - 1. 1—. , . 1, 1� + � I
ifibih
6d`Utlllll�ji` Edm
MAY ":'NEETY TO
'iRE "YOUR', 14 FROM ILI�,�
A �STREET, I I-`X'33: ANrX+'UF-.'.. C0NTRA9Tj'N(3,+ col. -cm Ta_..11lElk.
'M
men CAIJ F'OR ORE: .1 r-,
,Me§sage
TO Y PREI-,AI",E
T�.N,,�..YOLJR B IN
A: X N li�:. I S F k:_'M C � V E L. A B. L
' i �OUT_,, N iON1
& I! lits. N TI _TRA,:):J�IL,
S
You k"m �ONLY. 1.11BCAR -L 4. JAF
-S '(,'4UE:ST.T.ONl,3'i1 C�Nl;L,-` T.-HE',
711
'ING' . "? -,-0,2,35,0. 1 " 1, t, , C
�REQYCLi QUY: AT ALMAYE �EEIn!A.11.11,3
& -.14714R1.13' CONTAI -k...WHEN
N E S:
pFn !-_-!l'L0NSUl0IP N
- ) Q IN 7T40�
ig,
�,IOETE _RATE;�
0
F E ODE! "',q
WT
4 7 -
743 3.7 0 77
il/09 /94`_�,,, �:,TV1�11"l-V95
2
08
3&1, 20'
SERVICE
ADDRESS: 2001.0� "t., F,..'W 0 011 LIP'
MAI
PAST DUE
AFTER
"KPOR"T
� 4. .), .; VIE:MRY.,: L��.
V��r - K*,
0 RAY 0 0
�) �� F,0 "369
C 0 R D
ETIMUN111,13+ ',WA, .90020 ... 036,
-TT TER — $7 A
COMBINE j4/TY._ WATER QFMW TER I DRAINAGE�+,'
.T
Or
LIST
—.11PILDING, Plj�';It , PF"'TE.'
Strcet Pdght-oE-1-,�av Existing M.M)
Access Eascinvits Existing
Rjn!)
Utility Eascimit Existing
Int Per �ijbdiv;sjon Plat Assessor ;a i)
Sitc Plan (3�ccl:ed for Accuracv
uncimrouncl "cod.
W,
X*A
IlvdInvit Si j
ze xistin!"
I t C- rt i I I
1!%,(Iri.,it J'm-1-zired pCy.hre Co ze
Dctector C]�Ccl I C 01, 1 C(:!
fill 1-
j
tic 'roal: 1k.:; 5;1 ,\"proved
scr-tic r.i.t ren"lired 1.)o Till it
S i r
zmitin, 'Ic� --c- Av, i j. I w;
No. C
Side !7)ci..!cr Avni),ibi I
Smlitar),
r Connection 1,00
Rien 1) t(J-1 1:xl; "tl;j";- Recluire'(1
Oilvcrt Size
0 .1 i
-0d -11�1 or �itc'Plnn
CItC)) MlSill !?L'(1111 I Trite n
Lr,
-1to oil 111a))
J1,111,101c requircd 111dic.
CI'OLIJ' ate Field
S 1 C ons r
RCV10w b", Rite
1 174
tree v 441
Ir
Curb wid C,,.ittc mired
Sidcl?,-Illz -Pcollircd
D.irlb Ou t' fo, r Privcvmv Rc(iiiircd
Pi -lit-of-l"'ay Construction Pcn,,l cmdrcd
Bon(I 11cmdred for Ril
St rcc4l.. Naric on Requircd
0 Si—im, 11cm1i rod
Pre I)ci-,,.Iit Site Inspcction racic on
C
Scwer
Itl'atcr
'T
StTCOt
ilic r3
000,
Spodal Rcquirc.-lcnts listed in i-,(,]-,,o to
J'�-prtlricnt
f-il]_CCI i), oll 1�,,141
Perlit Api)licat-ion
Datc
J;o
Dat(.�
Appi-ox.-red by Pulhhc 1,17orl-.s T'Y-,pa7,U.lOnt
0
0
REGARDING: 20010 Maplewood Drive 0 7,�oo
(address)
R E C 0 R D 0 F C 0 N T A C T S
DATE NAME, PHONE -NO., & COMMENTS ACTION TAKEN
ADDRESS of CALLER
5/l/74 B.P. Hemry Certified Letter No. 406348 sent Letter received.
P.O. Box 369 requiring hook-up within 60 days.
5/7/74 - Wanted to know cost for installation. Referred to Engr. for calculation.
Owes connection fee of $1,571.26.
6/31/74 Bob Aklin obtained permit #4820.
Connection fee paid..
7/1/74 Certified Letter.No. 406583 sent
requiring response by'July 12.
7/9/74 Called requesting ext. to 7/31/74
as Aklin cannot install till then.
7/24/74 Comection completed.
Letter received.
INITIALS
TE
TE
TE
TE
Extension granted and letter signed. TE
7/11/74.
TE
to . 0 * 0
CITY of EDMONDS
200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525
Department of Public Works
Mr. B. P. Hemry
20010 Maplewood Drive
Edmonds, Washington 98020
July 9, 1974
Re: Property at 20010 Maplewood Drive, Edmonds
Dear Mrs. Hemry:-
In reference to your receipt of a.Certified Letter of -May 1,
1974, requesting you to connect your property to the Edmonds sanitary
sewer within sixty days; due to the hardship stated by you and indicated
below. you are herewith allowed an extension to July 31, 1974,
in order to make the subject sewer connection:
Time Extension Requested Because: Contractor cannot
complete installation until end of month.
JBM:jt
Sincerely, .
J. *C Y MONDS
TY 05'
PER B G I B �O
Director
ACKNOWLEDGED BY PROPERTY OWNER:
PROPERTY ADDRESS:
MAILING ADDRESS:
ACKNOWLEDGEMENT DATE:
ROUTING FORM
TC):
2.
4.
iNessage:
Ives
0 7-2- 0 0
7 76 -
7-
14",6 4:-
>-
Date:
-7-
jE-7-72
9- 7�1
47
Date: July 24, 1969
T�Iemo to: iIrk=bcxk=xz Public Works Department
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: All that portion of Tract 16* Maplewood Hillsq according to
plat , thereof recorded in Volume 10 of plateg records of Snohomish Countyq Wash.$
lying north of a line which is parallel to and distant 1101 S of the N line of
said Tract 16.
Commonly Known as: 20010 Maplewood Drive Owner: B. P. Hemry
z.r.r. Calculation:
(279.32) Z.F.F. x ( $5.50 $ 1536.26 Connection Fee
� 1 ) Unit x ( $25.00 )
cc - B. P. Hemry
P.O. Box 369
Edmondsi Wn.' 98020
$ 25.00 Trunk Charge
$ 10.00 Permit
1571.26 TOTAL
H. Conway for Leif V. Larson
V
Date: May 7g 1968
..,emo to: John E. Moran
Director of Public Works
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: All that portion of/Tract Sixteen (16)0 Maplewood Hil-lal
according, to the plat thereof recorded in Volume 10 of
Plate$ Page 121,�Records o . f Snohomish Countyq Washingtong
lying north of/; line which is parallel to and distant
110 feet south of the north line of said Tract 16.
commonly Known as: 20010 plewood Drive Owner: B. Pe Hemry
Z.F.F. Calculation:
(2-52.7 Z.FIF. x $5.50 $ 1,,389,30 Connection Fee
U it X $25.00 $ 25.00 Trunk Charge
10.00 Permit
19424.30TOTAL
City Engineer
RECEIPTIOR -CE MACL-�-30��(Plu's-., a iage)
4P.'OSTI'�1A K
422-07200 0 R I
HEMRY, B. P.
)DMAlt
I
P. 0. BOX 369
cy) i
EDMONDS, WASH.
Q0 J,
9802
'OPTIONAL SERVICES,' ' FOR ADDITIONAL, FEES.!-!
I Shows to whorn land ciate.qe red,;7.?ttt�-/—c
"RETURN live
vi., With. del ivery,to,pddressqq only,..: A5040
RECEIPT hom I 'da . te,and where� deliver , ed 350
'2.--Showi'td;w'
SERVICES With 'delivery
DELIVER* TO ADDRESSEE ONLY 50d
SPECIAL DELIVERY (extra fee required)
-, 7
S
P For
m 3600 NO INSURANCE �CIJVERME 'PROVIDED �tker :side)
'INTERNATIONAL-
I
Apr. 971 NOT FOR MAIL - Gp,o: I ol? 0�397-458
RECEIPT
SENT, 0
cjo
REEt Alyo W
Lr)
CD
P.O.; T ATI�, AM
PT
RETURN
RECEIPT 01h,
SERVICES cr,
DELIVER-1 AM
SPECIAL DELIVER'
PS Forrn
Apr. 1971 3800
"""AlIUMAL MAIL . (-5ed'athir side)
*GPO; jp,�
Date: July 24, 1969
?--lemo to: Aabz6b-ixkx=z Public Works Department
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: All that portion of Tract 16# Maplewood Hills* according to
plat thereof recorded in Volume 10 of plats, records of Snohomish County, Wash.,
lying north of a line which is parallel to and distant 1101 S of the N line of
said Tract 16.
Commonly Known as: 20010 Maplewood Drive Owner: B. P, Hemry
Z.F.F. Calculation:
(279.32) Z.F.F. x ( $5.50 $ 1536.26 Connection Fee
( 1 ) Unit X ( $25.00 ) 25.00 Trunk Charge
cc - B. P. Hemry
P.0, Box 369
Edmonds, Wn. 98020
10.00 Permit
$ 1571.26 TOTAL
J. H. Conway for Leif R. Larson
Al
L-L
. . . . . . . . . . .......
1-4
t
............. .........
13-
-T-F-
I Hemry legal:
All that portion of Tract 16, Maplewood Hills,
according to plat thereof recorded in Volume 10
of plats, records of Snohomish County, Wash.,
lying north of a line which is parallel to and
distant 110' S of the N line of said Tract 16.
F7
'Y
Date: Haz 7, 126A
..Iemo to: John E. Moran
Director of Public Works
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: All that, portion of T-taet $Ixtem'(16)t Maplmood Hill$#
accordt'as to the plat theraot retorded In V,6lvMQ 10 of
P14t.a$ Page 121., Recordo bf, Ur-Lahmish Cmity, Wimphinatong
1-ying "rth of a 11me whith to $iarallel to azd dic'stant
110 foet,60uth of the LVTO lio of "id Tract 16,
Commonly Known as: 20010 HOPIOVOOd PriV6 Owner: Z# 14 111��
Z.F.F. Calculation:
(IS2-1 ) Z.F.F. x 040 ) $ 1*360,,30 Connection Fee
Unit x $25.00 $ Trunk Charge
$ 10*00 Permit
10424*30TOTAL
lulty Isnalneer
MSCHANDISING
EQUIPMENT
GROUP LLjjt
Kidde
WALTER KIDDE COMPANY, INC.
20010 MAPLEWOOD DRIVE, Edmonds.
All that portion of Tract Sixteen (16),
Maplewood Hills, according to the plat therof
recorded in Volume 10 of Plats, Page 121,
Records of Snohomish County, Washington, lying
north of a line which is parallel to and distant
110 feet south of the north line of said Tract 16.
Z 2- 5-2, �
-371-S-0 ,
4 3
3
2.61
C)
4�'
G
16 —d2 3
R
Date: July 24, 1969
'�"'-.o to: iINk=jaxj6=-x-m Public Works Department
Fror':: Leif R. Larson
City Engineer
0'.ihioct: Sewer Connection'Charges
Legai D�scription: All that portion of Tract 169 Maplewood Hills, according to
plat thereof recorded in Volume 10 of plats# records of Snohomish County, Wash.,
lying north of a line which is parallel to and distant 1101 S of the N line of
said Tract 16.
Commonly Known as: 20010
Maplewood Drive
Owner: B. P. Hemry
Z.F.F. Calculation:
(279.32) Z.F.F. x
$5.50
1536.26
Connection*Fee
Unit X
2 5. 10 0
2 5 . 00
Trun), Cl)arae
10.00
Flermit
$
1571.26
T 0 Fi�. L
cc B. P. Hemry
P.O. Box 369
Edmonds, Wn. 98020
X.7 H. Com-tay for Leif Larson
)P 0 .0
9 rRw
0 Ell
t
,-.,IeTqo to: John E. Noran
Director of Public Works
From: Leif R. Larson
City Engineer
Subject: Sewer Connection.Charges
Date: may 79 1968
Legal Description: All that portion of Tract Sixteen (100 Maplewood Hillso
accordina to the plat thereof recorded in Volume 10 of
rlats# Page 1210 Rccord# of Snohomish Comty, Washington,
lying north of a line which is parallel to and distant
110 feet south of the north line of said Tract 16.
Commonly Known as: 20010cl-lapleuvod Drive Owner: B. P, Hemry
Z.F.F. Calculation:
(252.1 ) Z.F.F. x $5.50 ) $ ls,389.30 Connection Fee
( 1 ) Unit k ( $25.00 )
$ 25*00 Trunk Charge
$ 10-00 Permit
1042,4.30TOTAL
City Enaineer