403 3RD AVE N.PDF1111111111 lill
14607
403 3RD AVE N
ADDRESS: �43 Al
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
qj:51 A t
CRITICAL AREAS DETERMINATION: 0 Conditional Waiver E] Study Required Kwaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: *,110-q1qj (
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:
SIDE SEWER PERMIT(S)#: cfl��
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DS'Ps\Forms\Strect File Checklist.doc
0 PLANNING DATA
SINGLE FAMILY RESIDENTIAL
0 11 STREET FILE I.
Name-. Date:
Site Address: q6 3 R, Vp Plan Check # -7-
�_ (,(oor
Project Description: A4 �t("OA 2,4d 4e1W,:;&ck j.-
[(�fcp(�p ffm OOV
Reduced Site Plan Provided: OES NO)
I
Zoning: PAI 3 �uyed 4 6e J— 6)
Map Page: _2_0 -2—
C orner Lot: (YES / 00-1
Flag Lot: (YES /0 IV
Critical Areas Determination ff:c -6 scrtq
El Study Required
NLLwaiver
SEPA Determination:
K-Exempt
El Needed (for over 500 cubic yards of grading)
El Fee El Checklist El APO List with notarized form
Required tbacks
Street: 0
Side: S_
Actual Setbacks
Street: Side: I �ide_ Rear:
Zo r- �cw
AA 5 CC/
El Detached Structures
re-004, A 0 or
11 Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Buildill Heiqht
Datum Point: MAA ko it CC) VV_
Datum Elevation:
Maximum Height Allowed: Actual Height- q r
I (
Other
Parking Required: Z_
Parking Provided:
Lot Area:
Maximum Lot Coverage: 3�% oposed:
Ar 1
Lot Coverage Calculations: 54C Vii'L r (mo 3661
ADU Created: (YES
Subdivision: eAlo
Legal Nonconforming Land Use Determination Issued: (YES
0 comtrients
C,,rdrQC"t- rt->Cyk_ #,t -t� "-
0 -7 to RM -3
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-t ZS-S 1 -1 Z .7 +-5-= JZ,7
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Plan Review By:
Plarwirq Data Form 04-11-06.doc
C-7/06/1999 13:12 4259 43
0 0 1DW 0 9
OEOSCIENCES INC.
F�Pst OffIce Box 2385
Kir*land, WA 98083
Telephone (425) 8-07-1084
Facsimile (425) 828-9443
HA%,1'E A GREAT DA PAGE 01
RECEIVED
JUL 0 7 1OJ99
DEVELOPMENT SERVICES CTR,
CITY OF EDMONDS
Doug Herman Job Number 9069
403 — Yd Avenue North &,r COPY July 5, 1999
Edmonds, WA 98020 CITY
Subject- Geotechnical Engineering Report
P.roposed Residence behind 403 — 3rd Avenue North
Edmonds, Washington
Dear Mr. Herman:
This letter presents the results of our reconnaissance of your property at 403 — P Avenue
North in Edmonds, Washington. We have previously completed the project immediately
south of this site and so are familiar with site soils. In addition, prior to our site visit, two
test pits were excavated in the backyard of 403 — 3rd Avenue North to allow us to observe
subsurface soils.
The test pits revealed that the proposed building area is overlain with three to five feet of
loose gravelly silty sand which. has been deposited atop brownish -gray medium -dense
silty sandy soil,
We understand the entire proposed building area of the backyard was preloaded with
more than five feet of fill during construction of the project south of this site.
Foundations:
it is our preliminary opinion that the structure may be supported on conventional
continuous bearing on a rninimum of two feet of densely compacted two to four -inch stag
or quarry spalls placed atop the native medium -dense sandy soils below the fill at a
minimum depth of three feet below existing grades, oveT-excavation below design
footing depths will be required,
A bearing pressure of one thousand (1,500) psf may be assumed for footings bearing
directly on the compacted stag or quarry spalls at. least 1.5 feet below fin. ish grades. The
design bearing pressure may be increased by one-third to accommodate short term wind
and seismic loads. To provide protWion against shear failure, we recommend
continuous have minimum widths of twenty-four inches (24"), Compaction of the
bearing surface prior to placement of the quarry spalls may be required. Spalls should
extend out beyond the footing edge a distance at least one half the depth of the spalls
under, the footings.
07/06/99 13:20 TX/RX NO.2473 P.001 M
0-7/06/1999 13:12 425e*43 HAVE A GREAT DA PAGE 02
HERAIMN RESIDENCE Job Number 9069
Jul), 5, 1999 Page 2
We estimate that footings bearing on properly prepared spalls will settle approximately
one-half inch between building corners or for every thirty feet of continuous footing
distance.
Lateral loads such as wind and seismic forces are accommodated by ffiction between the
foundation elements and the bearing soils and by passive earth pressure against the
foundations. However, passive earth pressure is only available if compacted structural
fill is used to backfill against the foundations. The passive resistance of the existing fill
may be assumed to be an equivalent fluid pressure of two hundred (200) pounds per
cubic, foot (pci).
Seismic Design:
The site is classified as Seisinic Zone 3 by, the Uniform Building Code. We recommend
the desigrier utilize site soil coefficient SD for the underlying native soils in their analysis.
Site D i
The site should be graded during construction so that surface water is directed away ftom
any excavation. Water should not be allowed to pond where foundations, pavements, or
slabs are to be constructed.
Final site grades adjacent to the buildings should be sloped away from the structures for a
minimum distance of ter) feet. Roof and surface water drains should discharge to an
appropriate facility.
Excavatio pd-Kopes,
Temporary and permanent excavation and slopes for this project must meet all applicable
government safety regulations. Temporary excavation slopes should be cut no steeper
than I. -I (HorizontalNertica)) for the entire depth of the cut, Flatter slopes may be
required depending upon location variations in soils conditions and whether there is
groundwater present.
Contractors working in excavations should use cau(ion at all times. Sudden caving of the
side slopes is possible.
Permanent cut and fill slopes which are not otherwise reinforced should not exceed 2:1
(H:V.).
0 1 7/06/99 13:20 TX/RX NO.2473 P.002 0
0,7/06/1999 13:12 42592f43 HAVE A GREAT DAY PAGE 03
HE RMAN RESIDENCE Job Ntimber 9069
July 5, 1999 Pcige 3
General Earthwork and StrugWjdyill:
Site construction should begin by stripping and safety clearing the building site of all
vegetation, debris, and any OtbCT deleterious material. Stripped materials may have to be
removed from the site. Groundwater seepage was noted during our fieldwork. Tile
contractor should anticipate, and be prepared to accommodate moderate seepage into
even shallow excavations.
Structural fill is defined as any fill placed below structures, including slabs, where the fill
soils would need to support loads without unacceptable deflections or shearing.
Structural fill should be placed above unyieldin8native site soils in waximum eight -inch -
thick loose lifts and compacted to a minimum of 95% of Modified Proctor (ASTM
D1557). Quarry spalls should be tamped into placed with the back end of a trackhoe to a
dense unyielding condition.
Soil is typically difficult to place and compact as structural fill if more than three percent
from the optimum moisture content at the time of compaction. During wet weather or
under wet conditions, structural fill should consist of a granular soil having less than five
percent silt or clay (measured on that poilion which passes the 3/4-inch sieve.). During dry
weather, water may have to be added to the soil to achieve the required soil dens.ity,
closurel
It is recommended we be retained to review the final development plans to verify site
specific subsurface requirements are met and our recommendations have been accurately
interpreted in the plans.
Jt is also recommended that we be retained to provide professional geotechnical
consultation and observation services during design and construction., This allows us to:
1) Confirm that design conforms to specific subsurface requirements;. 2) Confirin that
subsurface soils conditions exposed during construction are consistent with those
indicated by this reportt- 3) Evaluate whether earthwork and foundation construction
activities conform to the intent of the contract specifications and plans, and, 4) Provide
recommendations for design changes in the event of changed conditions, While on the
site during construction, we will not direct or supervise the contractor or work, now will
we be -responsible for providing on -site sa.fety or dimensional measurements during
construction activities.
07/06/99 13:20 TX/RX NO.2473 P.003 N
� . .1 a7/06,11999 13:12
4250*43
HAVE A GREAT r?Aj6
PAGE 04
HERMAN RESIDENCE
ju�y 5, 1999
Job Number 9069
Page 4
It has been a pleasure providing you with our professional services. If there are any
questions concerning this report, please contact ine directly at 425-827-1084.
Thank you,
DODDS Geosciences loc.
Mark K. Dodds, P.E.
MKD/nis
07/06/99 13:20 TX/RX NO.2473 P.004 0
PLANNING DATA
NAME:
Ak DATE:
SITE ADDRESS: 140 1 LW
ZONING: PLAN CHK#:Tq-7,12
PROJECT DESCRIPTION: NQA0- du 1-9-
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611 6�2
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6 2001
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Pi'nn .; - �4. -'� /"�
4 V
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FILL.
2,2-j--ol.
WILE NO. qq -5
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. -Site Address/Location: 4e,.:�37 7 01j
2. Property Tai Account Number: !S_1 7,-?= — 0100 —0/2 - 4V 0
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? yes; _ no.
If yes; how is site developed? -5, !j (L-)e
5. Describe the general site topography. C�eck all that apply.
Flat: less than 5-feet elevation change 011�r T FILE
Rolling: slopes on site generally less than 15Y (a v_eritkicafirise 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):
6. Site contains areas of year-round standing water: 100 Approx. Depth:
7. Site contains areas of seasonal standing water.: A Approx. Depth:
What season(s) of the year?
8. Site is in the floodway NO floodplain A)29 of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal?, (What time of year?
10. Site is primarily: forested meadow ;shrubs
mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: &L -
RcV01/04/94
0 0
ar -0 0 . 19 4 -
City of Edmon&
Critical Areas Checklist
The Critical, ArdasChecklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit 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).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it tothe City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that.,City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assjsf
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
T-"
Name
Street Address
Applicant Representative:
Name
Street
z5aptkeNA i-A-9 WA 1"Z2 2ZI,?TL�
City, State, ZIP Phone City, State, ZfP Phone
9el
Sij�&�re Date Signahm Date
0 *ILE NO._r q -5 / ___.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetafion)
1. "Site Address/Location: 4-:57 ,(-2
2. Property Tax Account Number: is-1 7,2- — 0,00 —0 6700 0
3. Approximate Site Size (acres or square feet): i�ex I
4. Is this site currently developed? I — no.
yes;
If yes; how is site developed? 6 ZiF=
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 tha n 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: foe9 Approx. Depth:
7. Site contains areas of seasonal standing Water: 'A rJ Approx. Depth:
What season(s) of the year?
8. Site is in the floodway NO floodplain A_)�:) of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? AJO Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs
mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
RevOl/004
0
8 9 0 . 19 q
City of Edmon&
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit 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).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and submit it to the City. The City will
review the checklist, make a precursory site
visit, and make a determination of the
subsequent steps,necessary to complete a
development permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition,, the applicant shall include
--other pertinent, information (e.g.--site
plan, topography map,, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area -Checklist and attest that the -answers provided -are
factual, to the best of my knowledge (fill out the appropriate column below) -
Owner'/ Applicant:
Street Addrew
Applicant Representative:
Name
Street
2�—�6yt W,6 WA
City, State, ZIP Phone City, State, ZfP Phone
-gel
Date Signature Date
V Eli Af
CITY OF EDMONDS
91 121 - 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220
RCW 197-11-970 Determination of Nonsignificance (DNS) JUL 0 7 1999
DEVELOPMENT SERVICES CTR-
REVISED CITY OF EDMONDS
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: Non -project rezone a 8,602 square feet lot, located at 403 P Avenue N, from a Single -
Family Residential designation/density RS-6 (I unit per each 6,000 square feet) to a Multiple Residential
designation/density RM-3 (I unit per 3,000 square feet of lot area). City of Edmonds File No. R-98-207.
Proponent: Douglas J. Herman.
C
Location of proposal, including street address if any: 403 Yd Avenue N, Edmonds, WA 98020.
Lead agency: CITY OF EDMONDS
The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment. An environmental impact statement is not required under RCW 43.21.030(-1)(c). This decision was
made after review of a completed environmental checklist and other information on file with the lead a0lency. This
information is available to the public on request.
x There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from
the date below. Comments must be submitted by
Responsible Official: Jeffrey S. Wilson
Position/Title: Planning Supervisor, Department of Community Services - Planning Division
Phone: (425) 771-0220
Address: City of Edmonds. 121 - 5th Avenue North, Edmonds, WA 98020
Date: SignatuCre-:;4=,,�
xx You may appeal this determination to Robe t Chave, Planning Manager, at 121 - 5th Avenue North,
Edmonds, WA 98020, no later than c aE) 1999, by filing a written appeal citing the
reasons.
You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the
procedures for SEPA appeals.
xx Posted o n 1999, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
xx Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist.
Page I of 2
R98-207MOC
2no/99.SEPA
R.]
ATTACHMENT 4
E',
0
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E.'st Elevat"on
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Of
A�
CITY OF EDMONDS
.?M AVUqUE NORTEL EDMOKDS, WA 98M (425) 771-OM
RCW 197-11-970 Determination of Nonsignificance (DNS)
REVISED
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: Non -project rezone a 8,602 square feet lot, located at 403 3d Avenue N, from a Single -
Family Residential designation/density RS-6 (I unit per each 6,000 square feet) to a Multiple Residential
designation/density RM-3 (I unit per 3,000 square feet of lot area). City of Edmonds File No. R-98-207.
Proponent-. Douglas J. Herman.
Location of proposal, including street address If any: 403 P Avenue N, Edmonds. WA 98020.
Lead agency: CITY OF EDMONDS
Ile lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was
made after review of a completed environmental checklist and other information on file with the lead agency. This
information is available to the public on request.
x There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from
the date below. Comments must be submitted by
Responsible Official: Jeffmy S. Wilson
Posidon/Tide: Planning Supervisor, Department of Community Services - Planning Division
Phone: (425) 771-0220
Address: City of Edmonds. 121 - 5th Avenue North. Edmonds, WA 98020
Date: ny,*Arr
I I
xx You may appeal this determination to R b Chave, Planning Manager, at 121 - 5th Avenue North,
Edmonds, WA 9801-0. no later than 01V M) 1"9. by filing a written appeal citing the
reasons.
You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the
procedures for SEPA appeals.
xx Posted on 1"9 at the Edmonds Public Library. Edmonds Community Services
Building. and the Edmonds Post Office.
XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist.
Page I of 2
RWIM BW
M"SEPA A -r-4w A 00% 1 1 & A Imm 1k 2 mrn A
C DF EDMONDS
ITY SIDE SEWER PERMIT
118 go 1 9 PERMIT N,2 9183
Address of Construction: U C A/ /hyl 0 a&
Property Legal Description (Include all easements): Vj��K
Owner and/or Contractor: a )4,s ge r nu, o
State License No. Building Permit No
*'Single Family
El Multi -Family (No. of Units
El Commercial
El Public
)%11^ 0
Invasion into City Right -of -Way: 0 No Ye
RW Construction Permit No.
Cro'ss other Private Fropiierty: IA No El Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall comply with all city frequirements Date
as indicated on the back of the Permit Card.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202,-PUBLIC WORKS DEPT.
Permit Fee: 4 Issued By
u
Trunk Charge: Date I/ bid
Assessment Fee: Receipt No.:
Lid No.:
Qn: 4, -p le-4 1 oFowpate— Initial
Comments
Reason Rejected: Date Initial —
I Final Inspection Approved: Dated-ft,Z00 Initial4d—elw
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy; Inspector Buff Copy: Applicant
Revised 3i90
Th ru 9 CA A
Side Sewer Drawing
EASEMENT NO . ............................................
NEW CONSTRUCTION E] REPAIRS P�r LID NO . .................. ASMT. NO
OWNER.......... .................. .................... .. CONTRACTOR ............................................. ........... .......................... PERMI'f NO. .9
JOB ADDRESS ....... Ave- N. ZEA., LEGAL DESCRIPTION: LOT NO. � ..................................... BLOCK NO . .................... ...............
.................. ................................
NAMEOF ADDITION .......................................................................................................................
5 rA C � d- -+ ge-:jr
39
4 -PVC
4 lK
0
:5,j No.
Approved:
PWW-0001-1 1/75 (REV.1 1/78) DATE ... 87-9.7-2-9 0.0 ......... ------------------------------
Bowl Condo 2 Story
4 Bedrooms 3.75 Baths
403 3rd Ave N. A
Edmonds,
WA
2 stories, 2 "homes"
Upper has skylights,
vaulted ceilings, Gas FP
Kitchen -Living -Dining
greatrooms" on both
2 Bedrooms each
All Appliances stay
Granite Countertops
Warm Hardwoods
Large Deck w view
Patios front & back
ASF 2442 1/2 Lot 4000 SF
MLS # 616041
$799,950
T-1
J
Nancie J. Wood
425-772-0773
njwood*
,windermere.com
4-*
Windermere
Windermere Real Estate/GH LLC
210 Fifth Avenue S. #102 Edmonds,WA98020
0
SERIOUSLY AMAZING —LIKE NEW!
GREAT HOME/CONDO ALTERNATIVE
* One Condo with 2 Living Spaces * In The Bowl!
Beautiful Courtyard leads to a remodeled condo and newly built attached 2nd
living space. Two living spaces = rental income or extended group living.
This single home/condo is gorgeous and versatile!
Main level, totally remodeled, is 2-bedroom, 1.75 bath, with natural stone and
tile. A great room style living room and new beautiful kitchen with cherry
hardwoods, granite, stainless steel appliances, mud room, washer & dryer.
Dining room opens to back patio, and yard. Front yard has lovely plantings
and courtyard patio. 2-car garage.
Top level is all -new construction with 2-bedrooms, 2 full baths (one off master
features a luxurious huge soaking tub and walk-in shower —the other has a
Jacuzzi tub and shower. Both have granite and travertine). Vaulted ceilings in
the fabulous great -room with water -view and gas fireplace, cherry hardwood,
granite, stainless steel appliances and walk-in pantry with washer & dryer.
Clerestory walls of windows in solarium! Another deck off master.
*2464sq.ft. *4 bedrooms *4 baths * 2 great -rooms *2-car garage
*2 decks, one with water view *2-patios/yard
Home Sweet Home in The Bowl!
0 %
0006.900000
WSS/aaf/gjz
05/21/99
R:6/14/99gjz
ORDINANCE NO. 3259
AN ORDINANCE OF THE CITY OF EDMONDS,
WASHINGTON, AMENDING THE OFFICIAL ZONING MAP
OF THE CITY OF EDMONDS TO CHANGE THE ZONING
DESIGNATION OF CERTAIN REAL PROPERTY LOCATED
AT 403 3RD AVENUE NORTH WITHIN THE CITY OF
EDMONDS, COMMONLY KNOWN AS THE HERMAN
REZONE, FILE NO. R-28-207 FROM RS-6 (SINGLE FAMILY)
TO R.M-3 (MULTI -FAMILY RESIDENTIAL), AUTHORIZING
EXECUTION OF A CONCOMITANT ZONING AGREEMENT
AND FIXING A TIME WHEN THE SAME SHALL BECOME
EFFECTIVE.
WHEREAS, the Planning Board after a public hearing considering the
amendment of the official zoning map of the City has made its findings and recommendations to
approve such rezone, which were forwarded to the,City Council; and
WHEREAS, the City Council after a public hearing and its review of the
recommendations of the Planning Board, determines that the proposed amendment and
Concomitant Zoning Agreement should be approved and for its findings and conclusions adopts
the findings and conclusions of its Planning Board, NOW, THEREFORE,
THE CITY COUNCIL OF THE CITY OF EDMONDS, WASHINGTON DO
ORDAIN AS FOLLOWS:
Section 1. The official zoning map of the City is hereby amended to change
the zoning classification of certain real property, located at .403 - 3rd Avenue North, and
- 1 -
WSS233824.10
consisting of approximately 8,602 square feet (.20 acres) and described in File No. R-98-207,
hereinafter described from RS-6 (single family residential) to RM-3 (multi -family residential),
subject to the execution and recording of a Concomitant Zoning Agreement in substantially the
form shown in Exhibit A hereto. The legal description of the property to be rezoned is set forth
in Exhibit B, attached hereto and incorporated herein by this reference as if set forth in full.
Section-2. The City Clerk and Planning Director are hereby authorized and -
instructed to effectuate the necessary amendments to the official zoning map to the City of
Edmonds pursuant to this Ordinance.
Section -a. The Mayor is hereby authorized to execute and the City Clerk to attest
to a document entitled "Concomitant Zoning Agreement Submitted Pursuant to Application File
R-98-207, " attached hereto as Exhibit A and incorporated herein by this reference as if set forth
in full. The City Clerk is further directed to record said Agreement with the Snohomish County
Auditor as a covenant running with the land. The cost of such recordation shall be paid by the
applicant property owner.
Section-4. Effective Dat . This ordinance, being an exercise of a power
specifically delegated to the City legislative body, is not subject to referendum, and shall take
effect five (5) days after passage and publication of an approved summary thereof consisting of
the title.
CITY OF EDMONDS
�Ai FAHEY
MAYOR, "BZRBARA7MZiY�M�
Ad
-2-
WSS233824.10
L-7
ATTEST/AUTHENTICATED:
'g)p ex'.c.,
CITY CLERK, SANDRA S. CHASE
APPROVED AS TO FORM:
0 E F CITY TTORNEY
FFIC )SNZ :
W. SCOTT SNYDER, CITlk&TORNEY
FILED WITH THE CITY CLERK: 06/18/99
PASSED BY THE CITY COUNCIL: 06/22/99
PUBLISHED: 06/29/99
EFFECTIVE DATE: 07/04/99
-3-
CONCOM[ITANT ZONING AGREEMENT SUBM[ITTED
PURSUANT TO APPLICATION FILE R-98-207
CITY OF EDMONDS
THIS AGREEMENT is made this date between Douglas J. Herman, hereinafter referred
to as "Owner" and the City of Edmonds, Washington, hereinafter referred to as "City."
WHEREAS, tile City, a non -charter code city under the laws of the State of Washington
(Chapter 35A.63.RCW) and Article H, Section 11 of the Washington State Constitution) has the
authority to enact laws and enter into agreements to promote the health, safety and welfare of its
citizens and thereby control the use and development of property within its jurisdiction, and
WHEREAS, the Owner is owner of certain real property, hereinafter referred to as
"Subject Property" located in the City and more particularly described as set forth herein, and
WHEREAS, the Owner has applied for a change in the zoning classification of the
Subject Property from Single Family Residential - 6,000 sq. ft. (RS-6) to Multi Family
Residential - 3,000 sq. ft. (RM-3), and
WHEREAS, the Owner voluntarily offered to limit the use of the property in the course
of proposed development and has fully reviewed this contract incorporating the provisions of his
offer of limitations, and
WHEREAS, the City, through its City Attorney, has informed by this contract the
Owners that certain of the limitations which he has proposed are beyond the authority of the City
to enforce or require and, in certain instances the property owner, to fully implement, and the
parties' desire to limit such offer and acceptance, only to lawful limitations authorized.by state
and federal law,
NOW, THEREFORE, in consideration of the mutual benefits and conditions hereafter
contained, the Owner agrees that, in the event that the City reclassifies the property described
herein from RS-6 to RM-3 and for so long as the property remains so classified, the Owner
covenants and agrees to be bound by the terms, conditions and agreements set forth as follows:
1 . Ownership. Owner is the owner of certain real property, hereinafter referred to
as "Subject Property" situated in the City and legally described as set forth in the attached
Exhibit A..
2. Limitation of Us . Notwithstanding any other provision of the Edmonds City
Code and Community Development Code, as the same exists or may hereafter be amended or
recodified, the Owner agrees to limit use of the subject property in the following respects:
2.1 The site development standards for RM-3 zoning shall be met, provided,
however, that no more than two (2) residential units shaU be permitted. In the event that the City
EXHIBIT A
Ordinance shall at some future date be amended to reduce the number of units which may be
constructed on the site below two (2) in number and the Owner has not vested his rights by fully
completed building permit applications, such changes to city Ordinance shall be applicable to the
subject property and no development.right shall be deemed vested by this Agreement.
2.2 The primary permitted use of the Sub ect Property shall be detached single
j
family dwellings.
2.3 Parking related to each unit shall be provided on -site.
2.4 Dwelling units constructed on the site shall. meet the site development
requirements of the RM zone, as stated in the Edmonds Community Development Code Section
16.30.030 (Site Development Standards).
2.5 The following uses shall not be permitted on site:
2.5.1 Community facilities.
2.5.2 Boarding houses and rooming houses.
2.5.3 Bus stops and shelters.
2.6 Recognizing the requirements of state and federal law under provisions
such as the Fair Housing Act amendments, 42 U.S.C. 3-02 et. seq., as well as the provisions of
RCW 70.128.175(2) and RCW 35A.63.215 and RCW 35.63.240, the Owner covenants in
consultation with the applicable responsible officials of the state and federal government to enact
by restrictive covenant only such limited restrictions on the commercial use of the property as
may lawfully limit the use of the subject property for Family day care home, mini day care
facilities, retirement homes, and group homes for the disabled uses. Nothing herein shall be
interpreted to encourage the Owner to violate the provisions of the state or federal law nor ' that
the City has induced the voluntary commitment of the Owner to enact limited lawful restrictions.
The parties anticipate that any private covenant imposed upon the Subject Property, which limits
its commercial use shall be developed in consultation with the United States Department of
Housing and Urban Development, and any other state or federal agencies under whose
jurisdiction such covenants are regulated. In the event that the Owner or City are advised by a
state or federal agency with jurisdiction that such provisions are in violation of the law in
writing, this subparagraph 2.7 shall be null and void.
. 3. 1 . Amendme . Amendments to this Agreement may be made by the Owner or the
City upon application filed in the same manner as a rezone application; provided, however, no
application shall be made by the Owner or the City to amend this Agreement for a period of six
(6) years from the date this Agreement is executed. Thereafter, either the Owner or the City
may, upon application, apply to amend or terminate the provisions and covenants of the
Agreement or to change the zoning on the subject property or any portion thereof Such
application shall be heard in the normal manner at appropriate public hearings as any other
2
application for the rezone of property in the City.
4. Permits. The City shall be under no obligation to issue to the Owner of its/his
successors or assigns building permits, occupancy permits or other permits or approvals for
improvements on or the use of the Subject Property unless, such improvements or uses are
consistent with the terms of this Agreement and the applicable City Ordinances at the time of
application for such permits or approval. As noted in Paragraph 2.6 above, certain provisions
are limited by the provisions of state and federal law. Such laws shall be complied with at all
times by the parties.
5. Run with Lan - This Agreement, and each part of it, shall be considered a
covenant running with the land covered hereby and shall be binding upon the Owner, its/his
successors and assigns, and the City. This Agreement shall be recorded with the Snohomish
County Auditor and the Grantor/Grantee Index with the Owner being listed as Grantor and the
City as Grantee. All costs of such recordation shall be paid by the Owner. Such recordation and
payment of costs shall be a condition precedent to the Owner exercising any rights under the
terms of this Agreement.
6. Police Powers Unimpaired. Nothing in this Agreement shall be construed to
restrict the authority of the City in the lawful exercise of its police powers. .
7. Confli . In the event any section, paragraph, sentence, term or clause of this
Agreement, conflicts with applicable law, such conflicts shall not affect other sections,
paragraphs, sentences, terms or clauses of this Agreement which can be given effect without the
conflicting provision and, to this end, the -terms of this Agreement shall be deemed to be
severable.
8. Review on Confli . In the event any section, paragraph, sentence, term or clause
of this Agreement is found to be in conflict with applicable law, the City shall have the right to
bring the proposed development before the City Council for further review and imposition of
appropriate conditions to assure that the purposes for which this Agreement is entered into are in
fact so accomplished.
9. Remedies. In addition to any remedies provided by law, the City or the Owner
may, at its/hisdiscretion, maintain a lawsuit to compel a specific performance of the terms and
conditions of this Agreement or to otherwise enforce its provisions through injunctive or other
remedies, and which ever party prevails in such action, it shall be entitled to recover all costs of
enforcement, including reasonable attorneys' fees by counsel of the parties' choosing.
14
DATED this day of— uAe- 1999.
3
6 0
APPROVED:
I I I P, I I I I 1 —9 M W " M. - I W�R'
Barbara S. Fahey, Mayo
ATTEST:
I "A� &4",
Sandy dase, City Clerk
Approved as
City Attorney ,
STATE OF WASHINGTON)
ss.
COUNTY OF SNOHOMISH)
OWNER:
PORIFIR.W WW'_-VNA_=e
I certify that I know or have satisfactory evidence that DouglasZ. Herman is the person
who appeared before me, and said person acknowledged that he signed this instnunent and
acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the
instrument.
Dated:. 1, A q 069
S.
44, I '.
Co :4 0 TAR Y
'0
PUBUC
OW
WSS233992. 1AGRAF0006.900000
6,9 N-DAI 5 - C da 5 6'
(print or type name)
NOTARY PUBLIC in and for the
State of Washington, residing
at: E 4DMDtJD -5 � k) -4
My Commission expires: //.9-
.4
SUBJECT PROPERTY
EXHIBIT B
APPLICATION FILE
LEGAL DESCRIPTION.,
Sunset Addition to the City of Edmonds, Block 000 D-00, Lot 19.
Tax Account Number: 5922-000-019-0003
I
SUMMARY OF ORDINANCE NO. 3259
of the City of Edmonds, Washington
On the 22nd day of June, 1999, the City Council of the City of Edmonds, passed
Ordinance No. 3259. A summary of the content of said. ordinance, consisting of the title,
provides as follows:
AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTON, AMENDING THE
OFFICIAL ZONING MAP OF THE CITY OF EDMONDS TO CHANGE THE ZONING
DESIGNATION OF CERTAIN REAL PROPERTY LOCATED AT 403 3RD AVENUE
NORTH WITHIN THE CITY OF EDMONDS, COMMONLY KNOWN AS THE HERMAN
REZONE, FILE NO. R-28-207 FROM RS-6 (SINGLE FAMILY) TO RM-3 (MULTI -FAMILY
RESIDENTIAL), AUTHORIZING EXECUTION OF A CONCOMITANT ZONING
AGREEMENT AND ESTABLISHING AN EFFECTIVE DATE.
The full text. of this Ordinance will be mailed upon request.
DATED this 23rd day of June, 1999.
City Clerk, Sandra S. Chase
-4-
WSM3824.10
0
Affidavit of Publication
STATE OF WASHINGTON,
COUNTY OF SNOHOMISH.
0
The undersigned, being first duly sworn on oath deposes and says
that she is Principal Clerk of THE HERALD, a daily newspaper
printed and published in the City of -Everett, County of Snohomish,
and State of Washington; that said newspaper is a newspaper of
general circulation in said County and State; that said newspaper
has been approved as a legal newspaper by order of the Superior
Court of Snohomish County and that the notice ........................................
�:4MiA4Fy .... of .... 0.r.d.i.n.a.n.c.e....N.0 ........ 3..2..5.9
.................. 7 ...................................................................................................................
a printed copy of which is hereunto. attached, was published. in said
newspaper proper and not in supplement form, in the regular and
entire edition of said paper on the following days and times, namely:
June 29, 1999
....................................................... ..............................................................................
......................................................................................................................................
and that said newspaper was regularly distributed to its subscribers
during- all of said period.
.... ....... .. .......
inc ipal C lerk
29th
Subscribed and sworn to before me this ............................
............ I ... / ..... ...................... 19 .... 9.9
_ ........ .. ..... ..
i�t Washin gto n,
t
residing at Everett, SnohL ty.
S%om
d NOTARY o'
in I
PUBUC
M),
I or W�Sdw-
'**$#M 1110"
B-2-1
j 4 �
DEVELOPMENT
C 1 T y 0 F I 1C E
C T Al.
STREET - FILE
PUMP/FORCE MAIN STORM DRAINAGE
SYSTEM
for
THE DOUG HERMAN RESIDENCE
LOCATED A 1111111111111411101 WTI.
00
Prepared by
John W. Mellor, P.E.
- Af �%
WA I sli,
01
1 343
AL
EXPIREs 2/24/ 0 / 1
711919,9
DrHrman
PROPOSED PROJECT
.Mr. Herman is proposing to build a single family residence on a lot 68' x 56' at the rear
of his present residence located at 400 3 d Ave. N. Access and earess,for this lot and
nd -
proposed home will be from the alley. between P Ave N and 2 AveNandbehindthe
n rd A
Pn%lcirin Condomini, 1-2, %Ali th the address' f 323 3 . Ale N.
The house, driveway, and walkways will comprise impervious -'surfaces of just less than
2.500 so ft. For desion ntirbo
ses 2,500 sq ft will be used. Use of the standard Table 1
& Table 2 will provide the required detention volume and outlet orifice- size.
Due to topographical circumstances,wit ' h the proposed lot a gravity storm drainage
system would be impractical or impossible. However a detention/force main system can
,be designed to accomplish the same*results as a gravity system using the City's
standard tables,
DESIGN OF DETENTION/FORCE MAIN
With proposed impervious surfaces of 2,500 sq ft the required detention volume from
Standard Table. I i's 62 cu ft. The orifice size from Standard Table 2 is 5/8".
The release rate from a 5/8" orifice depends,upon the head. From Standard Table 2 the
head can vary 15'dependina on weather a,15" DiDe or 30" DiDe is'used- Usinothe
2 112
e wecanjeiermine
orifice equation Q,,ir, �382 D H an allowable release rate.
2
Q,,ir,,e 3.782 D H"2; where D equals the diameter of the orifice in feet
H equals the static head on the orifice in feet,
35" for a 15" detention nibe, and
4,�
q Lf 50" for a 30" detention pipe.
3.782 x (0.05208333)2 X (2.91666)"2
3.782, x 0. 002712666 x 1. 70.782493
0.01752 cfs for a.15" diameter detention pipe or
0.017�2'cfs x 60 sec/min x 7.481 gal/cu ft = 7.864 gpm
and
= 3.782 x (0.052,08333)2. x (4.1666)"
3.782 x 0.002712666 x 2.04124129
1
0.02094 cfs for a 30" diameter detention pipe or
0.02P94 cfs x 60 sec/min x. 7..481 gal/6u ft 9.399 gpm
An average of these 2 release rates 7.864 + 9.399 8.6315 gpm along with a pumping
2
A pumping head of 6.5'+ 2.0'will be used t o size the pump/motor combination. The
pumping head is the sum of the static head 'and the head loss due to the skin friction of
pumping 8. 6315 gpm through 135' of 1 1/2PVC piping u.sed for the force main
� -I
E
Impermeable
Area Sq. Ft.
Table 1 — Detention Pipe Sizes
Required
Vol Cu Ft
2000 50
2511a
r3000
3500
87
4000
100"
4500
112
.5000
125
Note: Allowable Pipe Materials:
Pipe Diameter
150 180 24"
30"
40 28 16
10
50 35 20
13
60 42 24
15 Required pipe
70 49 28
18 length in feet
80 56 32
21
90 63 36
23
100 70 40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coat . ed
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Impermeable
Area Sq. Ft.
Outlet Orifice Diameter (Inches)
2000.
5/8
2500
5/8
3000
3/4
3500
3/4
4000
7/8
4500
7/8
5000
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18"
20"
Type 1, CB 15
18" to 24"
26"
Type IL, CB 16
24" to 36"
36n
Type 11, CB 19 19 (48" Basin)
36" to 42"
42"
Typell,CB19 19(54"Basin)
*Source: Assoc. Sand & Gravel Co. Standards
Revised i/16/95
0
mim
mim
M212,
mim
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PROFILE
Ik
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A 10 1 T 4 0 1 T r A m = A a I k V A I n
0
0
.. i it
kU!
..... At.-Ift
L_
The Hydroniatic SW25/33
submersible pump is specifically
designed to meet the demands of
residential sump and septic tank
effluent applications. The 1-1/2
inch NPT discharge pump is
available with either a 1/4 or
1/3 horsepower, energy -efficient
motor, in both automatic and
manual configurations; and can
handle capacities up to 47
gallons per minute and heads to
26 feet.
The SW25/33 features a
heavy-duty cast iron construc-
tion that p r*ovides the durability
for a long service life, as well as
assisting in dissipating heat
from the motor, for cooler
operation. The pump's anti -
clog, vortex -design impeller is
made from a tough non-
corrosive, thermoplastic material,
which is capable of providing
long, trouble-frce service even in
demanding applications.
The SW25/33's oil -filled
motor provides superior cooling
characteris tics, allowing the
motor to run cool and quiet in
extended service. This oil -filled
design also provides permanent
lubricatio , n of the shaft bearings,
minimizing maintenance and
extending the service life of the
pump. In addition, to protect
SW25/33 TYPICAL INSTALLATION
Wide-angle
Piggyback Float Switct
Tile SNV25/33 uses a tilt -
sensitive wide-angle float switch,
which is herineticalk, scaled
inside a non -corrosive
polypropylene float. As liquid
level rises, float changes angle
until the s%vitch makes circuit.
The switch is not sensitive to
rotation (no "tip" side), which
simplifies installation.
Its reliability is proven to
500,000 cycles.
Tile Avide-angle system operates
between 115 and 125 degrees.
Dra%vdo%A,ii range is 6 to 14
inches, variable with length
tethered to purnp (5 inch
maximuni); and can be adjusted
in seconds. Purriping
differentials up to 35 inches can
be obtained Nvllcn the float is
tethered to the discharge pipe.
For inaxiniurn punip life, adjust
tether length for deepest
dray.-clo%vii.
against overheating, the motor
windings contain an�autoniatic
reset thermal overload.
Automatic models feature an
easily adjustable, wide-angle
float switch incorporating a
unique piggyback plug
arrangement. This plug allows
for simple conversion to manual
operation by simply removing
the switch plug and inserting
the motor plug directly into the
electrical outlet. This feature
provides an easy way of
periodically cycling the pump to
ensure it is operating properly.
Piggyback Switch Plug
Tile Hydroinatic wide-angle float
switch features a unique piggyback,
plug arrangement. The punip power
cord plugs into the back of the
switch plug to provide ititoinatic
operation. To operate tile puillp
manually, simply plug the punip
power cord directly into the
electrical outlet, bypassing tile switch
plug. The piggyback plug provides
case of service and allows the punip
to be cycled manually oil a periodic
basis to ensure proper operation.
0
The SW25/33 is a completely submersible punip for use in
baseinent stunp or septic tank effluent applications; and is
availabic in autoniatic or niantial configurations.
Automatic models feature a wide-angle float switch with
piggyback plug-in arrangement. Switch is adjustable, easy to
service and allows for simple conversion to manual operation.
r.
A
Water-resistant power cord
with niolded plug is availab)
in 10 or 20 foot lengths, an
is easily field serviceable.
Oil -filled motor
provides superior
cooling and
permanent
Heavy-duty, cast iron
lubrication of
construction provides long
bearings
life and assists in heat
numinizing
dissipation for cooler moto
maintenance and
operation.
extending service
life.
Lower ball and
upper bronze -
sleeve bearings
support motor
shaft, minimizing
the* effects of
impeller thrust
loads. This design
-results in
minimum -friction
and perfect
alignment of rotor,-.
for longer service
from, pump.-
P!
The anti, -clog, vortex -design impeller..,'..,�,, Muftiple,strainer inlets.prevent foreign �..;.'Botiom_'iuction design
whirlpool pumping action to ;objects,from. cl
0991119T `,:'Altviaic�
_PMP 77�. s build-tio.of debri.-.
,effectively rcmove-s6lids-laden wastewater" :�,pi�viaing ioo'�6' t
mum opera ion ind
proi,% i mg:optunum pump
from sump. The iffipelle_ris made from'.a. ,redtice'd.niaintenancc. 'tperforma
nce and, reduced:
tough, thermoplastic material to prevent maintenance'.
cbrrwion,.witfisian�d abrasion and'provicle_'�'
-free life.
long,::.trouble
Energy -efficient 1/4 or 1/.
HP motor runs cool and
quiet for long life,. Motor
windings contain autoinati(
reset, thermal overload
p rotection.
'Mechanical shaft.seal
is carbon-, and
cerainic-fiked for Ion.
leakproof lifi.
Discharge'is 1,71/2 inch NP..
0
Pump Characteristics
Pump/Molor Unit
Submersible
Manual Models
SW25MI
SW33MI
Automatic Models
SW25A]
SW33AI
Horsepower
1/4
1/3
Full Load Amps
8.0
10.0
Motor Type
Shaded Pole (4 pole)
R.P.M.
1550
Phase 0
1
Voltage
115
Hertz
60
Operation
Intermittent
Temperature
120'F Ambient
NEMA Design
A
Insulation
(loss A
Discharge Size
1-1/2- NPT
Solids Handling
Unit Weight
30 lbs.
Power Cord
18/3, SJTW, 101 std.
(20' optional)
Materials of Construction
Handle
Steel
Lubricating Oil
Dielectric Oil
Motor Housing
Cost Iron
Pump Casing
(ast Iron
Shaf I
Steel
Mechanical
Shaft Seal
Seal Faces: Carbon/Ceramic
Seal Body: Anodized Steel
Spring: Stainless Steel
Bellows: Buna-N
Impeller
Thermoplastic
Upper Bearing
Bronze Sleeve Bearing
Lower Bearing
Single Row Ball Bearing
Strainer/Base
Plastic -
Fasteners
Stainless Steel
Performance Data
44 41
�11111110 E,
36 33 29 26 23
18 12 6 01
Dimensional Data
3-1/2 1. All dimensions in inches
2. (omponeni dimensions may
vary ± 1/8 inch
1-1/2 NPT 3. Not for construction purpose
3-1/2 DISCHARGE unless readied
4. Dimensions and weighis are
approximate
S. On/Off level adjustable
3-1/2 6. We reserve the right to
make revisions to our
products and their
spedli(olions without notice
PUMP 11-1/8
10-1/8 0 N
9-1/2
DISCHARGE
HEIGHT --7
3-1/2
3 P
AURORA/HYDRO MATIC Pumps, Inc.
1840 Baney Road, Ashland, Ohio 44805
14119) 289-3042
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
O"'E'R. J 4z1v1,-1,tA �j
ADDRESS
CALC BY:
PHONE:
DATE:
* *,* "DESIGN DATA *****
IMPERVIOUS AREA P PIPE LG
PIPE DIA
-7 (P
FINISHED
TIGHTL
_J:
DVENTION PIPE LENGTH LOCKING LID
4 MINIMUM V XTYPICAL)
ORIFICE
*N
AT UR &tRR0AM1Cf13P or
CONC BOX OR RISER
OUTLET CONTROL
MIN.
UPPER CATCH BASIN ORIFICE
RECEIVED
CONTROL CATCH, BASIN 'e, flz
J 0 7
UL L_7A�Ozk Ras-
W CROSS SE CTION
DEVELOPMENT SERVICE�; SYSTE
CITY OF EDMOw),"
2'X2'X6' DEEP, 4-6' SPALLS OREQUAL
FROM CONTROL CB 2'X 2X'3 DEEP, 3/4, CRUSHED ROCK EXISTING GRADE
E
�,XISTING GRADE
V SH
J7LET AS ED RO�K
FROM CO�TRQL CUTLET
n, OW Tj
TF MIN 0' LdN67�--t/—
PERF PIPE TO BE -LEVEL
;�P
END.CAPS
L C
P PR 0 CH SMALL -PE LIMED WITH HIRArI
R OR To PLAC MEN7 OF WASHEPD N ROCO
UT�
RIPRAP 0 Er,
UN
-D
R OFR,.SPREA ER
r10 SY
IN
F00TING,;q,..DRAINS BE,'CONNECTIM.�7P., TE
ON STEM
L:7
NOTES.
1. Call Eingineenng,Division (771e-0220) foi. ii tightline add detention system, inspection
before -,bickfilli a�!d,. for.fi 11 s 1pns..�
-4P
TROVED BY
ity- or o 6'ratioti and ve, of draiqage,�ystems onprivate.,property i.,
2, Respqpsibili f . maint the,
p
ity er.
respo�sibility-,bf the prope own Miterial- accumulated'in the. storage pipe must be flushed
out from the catch basinqsjo allow proper bpenation. The outleCcontrol,orifice. 'DAT
E
must be keDi,o'nen, a!'t, all times.
Edmonds, Washington
�Lqgal Description:. 6r-=L� X-3 -fon6k�bKT
Asslegspr'.s Numbe'r: 00 &09.000 00/ 00
have read the requirements for accessory dwelling units contained in Chapter 20.21 of the
ids Community Development Code (ECDC),and understand that an accessory
dwelling unit as defined in ECDC Section 21,05.015 is prohibited until an Accessory
Owelling Unit Permit is approved,
1.41so. understand that an Accessory Dwelling Unit Permit cannot be approved unless all
'a in Chapter 20.21 are met, and all the necessary items are submitted, including
:*:.,t ettriten
-fhdavi
t of occupancy and a covenant to be filed with the Snohomish County regarding
thd regulations imposed on Accessory Dwelling Units.
'P% io' erty Owner Signature:
R
P er
Owner Name (printed): Ael /114/
ty drZ
�Daite-.
.�,'STATE: OF WASHINGTON)
COUNTY OF SNOHOMISH)
t
eftify that I know or have satisfactory evidence tha
h er free and voluntary act for the uses
signed't is instrument and acknowledge it to be his/h
oses mentioned in this instrument.
Nota'q� a ust be smudged, Dated:
�10N Signature of
A/Ptary Public:
. . . . . . . . . . . . . . . . A G Residing at:
19 N My Appointment
6 1ji.0e Expires:
WA
TNTY AUDITOR.
:��..;!,:,,'TIRIS.DOCUMENT MUST BE RECORDED WITH SNOHOMISH COL
MW fV C61
3)1-710�
STATEMENT ON ACCESSORY DWELLING UNITS
Property Address: q o 5 - -; (,-b AV Q
Edmonds, Washington,
Legal Description:
60
Assessor's Parcel Number: 00 fo&c� 000 00j 00 *
I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the
Edmonds Community Development Code (ECDC) and understand that an accessory
dwelling unit as defined in ECDC Section 21.05.015 is prohibited until an Accessory
Dwelling Unit Permit is approved,
I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all
the criteria in Chapter 20.21 are met, and all the necessary items are submitted, including
an affidavit of occupancy and a covenant to be filed with the Snohomish County regarding
the regulations imposed on Accessory Dwelling Units.
Property Owner Signature: 25k!�;g�
Property Owner Name (printed): li le, lew
Date:
STATE OFWASHI`NGTON
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that ggf 1"A1,4
signed this instrument and acknowledge it to be his/her free and voluntary.act for the uses
and purposes mentioned in this instrument.
I I III
QQN
NotarKg� Ing must be smudged, Dated:
Signature of
01A0
+ --; 's- ublic:
01"
A/)Kotary P z",
1) zl-
\C, .9'. Residing at: �Z�4�2
B
;!i 9� 19
My Appointment
4,, op W Expires:
THIS DOCUMENT MUST BE RECORDED WITH SNOHOMISH COUNTY AUDITOR.
Drawing Index
J B MINOGUE AIIA
EXIST. BLDG. ROOF OUTLINE:
1,856 S.F. (CONST.
IN 1955)
EXIST. DRIVEWAY:
495 S.F.
(CONST. IN
1955�
EXIST. PATIO:
112 S.F.
(CONST. IN
1955
EXIST SIDEWALK:
88 S:F -
CONST. IN
1955)
PROPOSED ADDITION:
29 S F.
ADD. ROOF
1UNCOVERED)
AREA�
PROPOSED COVERED PORCH:
58 S.F.
ADD. ROOF
AREA
PROPOSED LANDING:
28 S.F.
115 S.F. INCREASE
IN IMPERVIOUS SURFACE
13'-2 1/2"
C_
C-)'
LO
00 + SS
36'_0
�—�77 S S
VERIFY LOCATION
jDECK
-PAVED DRIVEWAY
19-
00 U)l
(0
EXISTING RESIDENCE
(BUILDING #2)
NO CHANGES
FOOTPRINT: 1,440 S.F.
20'-0"
P.L. 125'
F-14
X
X
I
X
0
Ld
HEIGHT CALCS:
A 9 7.5' AVERAGE GRADE 97.9'
B 97' 25' HEIGHT LIMIT '22.9'
C 9 8.5' 4:12 ROOF 5' ADDITIONAL = 127.9'
D 9 8.5' TOTAL HEIGHT TO RIDGE = 126'
28'-3 1/2"
oo
A
97.5'
/—�7(E) DOWNSPOUT (D.S.)-P
I
—NEW DOWNSPOUT (D.S.) �14
NOTE: EXISTING (E) DOWNSPOUT!
TO REMAIN AND BE EXTENDED TO
SECOND FLOOR ROOF, NEW
DOWNSPOUTS TO BE ADDED AS
SHOWN — ALL DOWNSPOUTS
CONNECT TO (E) PERIMETER
FOOTING AND STORM (ST)
DRAIN SYSTEM
�EXISTING RESIDENCE
)(BUILDING #1)
TO RECEIVE 2nd
L FLOOR ADDITION
I
FOOTPRINT: 1,621 S.F
(INCL. 43 S.F. ADDITION)—
E 0
NEW DOWNSPOUT �D.S.)—
LOWEST FOOTIN L. .5'
—(E) DOWNSPOUT (D.S.)
L C
5' SETBACK EJ+ 9 8.5' J'
L — — — — — — 7 — — — — — %
0 z: L — — — — — — — — — — — — — — — — — --
- I
'0
P.L. 128'
405 3rd AVE. N. 403 3rd AVE. N.
Site Plan
SCALE: 1"= 10'-0"
X
zz
X
X X
0
27'-6"
-rho City of Edmonds does not review. approve,
Issue permits for, or inspect rockeries. Approval
of these plans or insfxiction and approval of Me
work Included In th,�-p, Plans does not consttkft
City approval ot rouxeries Construction of
rockeries Is Prohibited within the City of
Edmonds undei certain circumstances and In
L22!! situations per ECDC 18.40.020.0
W W -W
__p - --?w Z
METER :2
B
��VERIFY LOCATION'.
11+97'
I I11 (E) PAVED DRIVEWAY
A 11 6CSED SURFACES TO
LL L_
BE TIVEIPED WITHIN 2 DAYS _J
I I"' 1 9
C,
Cn
M
LO
110
-0 >
N
00
LO
1-120
X--i I- 1 -1
[a- +
4'D X 8'W LANDING
PROPOSED COVERED
PORCH
1'�PROPOSED ADDITIO
\-4 q,
DATUM POINT —
T.O. MANHOLE
�__' 00'
W
M
VAR,
Ld
ly-
UJ
[if
A— 1 SITE PLAN AND NOTES
A-2 FIRST + SECOND FLOOR PLAN
A-3 ROOF PLAN, NORTH + SOUTH ELEVATIONS
A-4 EAST + WEST ELEVATIONS, DETAIL, + WINDOW SCHEDULE
A-5 BUILDING SECTION
S-1 STRUCTURAL NOTES
S-2 FOUNDATION PLAN
S-3 FRAMING PLANS
S-4 SHEAR WALL PLANS
S-5 DETAILS
Project Data
BUILDING CODE: 2006 INTERNATIONAL RESIDENTIAL CODE
ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE (RESIDENTIAL)
MECHANICAL CODE: 2003 INTERNATIONAL MECHANICAL CODE
VENTILATION: 2006 CHAPTER 51-13 WAC
VENTILATION AND INDOOR AIR QUALITY
SQUARE FOOTAGES:
FIRST FLOOR:
1,168 S.F.
(EXISTING)
FIRST FLOOR:
43 S. F.
(ADDITION)
SECOND FLOOR:
1,440 S.F.
(ADDITION)
TOTAL LIVING:
2,2 3 3 S. F.
GARAGE:
410 S.F.
(EXISTING)
DECKS:
182 S.F.
(ADDITION)
CONSTRUCTION TYPE:
V—B
OCCUPANCY:
R-3
ZONING:
RM-3
HEIGHT LIMIT:
25'
Energy Code
BASED ON OPTION IV PERSCRIPTIVE REQUIREMENTS
VERIFY LOCATION—
GLAZING AREA
ST ST ST ST
% OF FLOOR:
UNLIMITED
0 z
1
GLAZING U—FACTOR
- :2
'0'
VERTICAL:
0.35
D
OVERHEAD:
0.58
5' PRIVATE EASEMENT
DOOR U—FACTOR
0.20
CEILING:
R-38
VAULTED CEILING:
R-30
WALL ABOVE GRADE:
R-21
WALL INT. BELOW
GRADE:
R-21
WALL EXT. BELOW
NORTH
GRADE:
R-10
FLOOR:
R-30
SLAB ON GRADE:
R-10
INFORMATION: LOT COVERAGE:
ADDRESS: 403 3rd AVE. N. LOT AREA: 8,655 S.F.
OWNER: HELENA PARKER LOT COVERAGE: 3,061 S.F. (35%)
(206) 784-7105
LEGAL DESCRIPTION:
SECTION 24 TOWNSHIP 27 RANGE 03
403 3RD AVE CONDOMINIUM UNIT A
TGW ASSIGNED PARKING AND A 1/2
INT IN COMMON AREAS & FACS AS
DESC IN DECL REC AFN 200002290063
AMENDED PER AFN 200202015004 & 200202011181
A.P.N.: 00906200000100
APPROVED BY PLANNING
2j. �� -�_ IL( S- �0 z
Zone M 3 Comer Flag
Setbacks
E �ujred
—Actual
Front
70
210
Sides
Rear
Other
Heiaht
Ventilation + Indoor Air Quality Notes
1. HOUSE TO HAVE INTEGRATED DUCTED FORCED AIR HEATING SYSTEM
THAT COMMUNICATES WITH ALL ROOMS. PER VENTILATION CODE
SECTION 303.4.2 PERSCRIPTIVE REQUIREMENTS FOR INTERMITTENT
WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR SYSTEM
2. FRESH AIR TO BE DUCTED TO FURNACE RETURN AIR PLENUM WITH
A DAMPER ALLOWING THE PROPER AMOUNT OF OUTSIDE AIR TO
THE SYSTEM AND A CLOCK TIMER SET TO APPROPRIATE VENTILATION
REQUIREMENTS
11335 Sand Point Way NE
Seattle, Washington 98125
2063907910
canadal 69CEDcomcast.net
Project:
Parker Residence
Remodel
403 3rd Avenue N
Edmonds, WA 98020
F24 HR. NOTICE REQ.
'FOHR� INSPECTION
j (",71 ir, i "!, N
i14 : . �'Pi t�"' � : FOR
EROSIGm ca
NUR,t AND DPAWAGE
AkPPROVED AS NOTED
BY ENGIN L C14
_444a�
6888 � REGISTERED
OHN BRAD MINOGUE
STATE OF WASHINGTON
Title:
Index, Notes, &
Site Plan
Date:
05-23-2007
Revisions:
NO: DATE: DESCRIPTION:
1. 12-15-2007 PERMIT CORRECTIONS
I
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7 7
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