1009 SPRUCE ST.PDF11111111111111
13288
1009 SPRUCE ST
9 •
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: 270 3Z WD�D�yD�%
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS:- C��! DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DA'
SIDE SEWER PERMIT(S) #: A
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DSTs\Forms\Street File Checklist.doc
•
•
PLANNING DATA
NAME: RAYI'1'1Dnd G• Nissen DATE: MaV bTk :; Z.DoS
SITE ADDRESS: 10 0 q s Pru Ge✓ WC,4?,-}- PLAN CHK#:_ 05' 15 fp
PROJECT DESCRIPTION: 13 (o tP FSwtVi r pd m A•c1 d i -HM0
REDUCED SITE PLAN PROVIDED?: Yes No)
MAP PAGE: 15 + CORNER LOT: Yes No) FLAG LOT: Yes No)
ZONING: R•S i0 CRITICAL AREAS DETERMINATION #: 05 ' 09
❑ Studv Required:
0 Waiver
❑ Conditional Waiver
SEPA DETERMINATION: EXeM Pt
❑ Fee
❑ Checklist
❑ APO list w/ notarized form
❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
0 Exempt < 50 CW0i0 Yards -V10 grading piavi required
SETBACKS:
Required Setbacks: (Wets}� (eQej0
Street: ZO► Left Side: 5 Right Side: 5 I Rear: 15 i
Actual Setbacks(FOX ADI>IT10 N )
Street:' Left Side: '-1•0' Right Side: • 3 ' ear: 99 ,
Street map checked for additional setback required? (Yes/No DNA bAcic. Of "0tAQr4 .•
DETACHED STRUCTURES: �Xi6'hl`1 � _h01 shed & wood AV1c M 6e1-bA t;kS - Y10
+O ckA-ciYvv%ins iF�•wS a,(� c.gcA1 r1oy% coonforrr1en.3 5tYiActur-05'.
❑ ROCKERIES: done 5howY1 OA P1a' Plan
® FENCES/TRELLISES: E)(f 9t1 A 9 wu 0 d {-cM Lt, bh•o wVl - V10 V C 4-c a w44 do ✓16
ri stoYvA done
® BAY WINDOWS / PROJECTING MODULATION: NNIe' • 0r Py0 PO4"t d buty'"V'A AAA +i 6v1
® STAIRS/DECKS: 5 61-A1V9 $1 dL4-' MP-04) "AG{'�y
PARKING: Required: If Actual:y
LOT AREA: 1 O A'89 .8 (given) 2 841LOT ,p
Calculation 31q�+2�11�+3�2�+(911� =Z$ IcAvt.rage ID,�81.g�x 100
_ 24 y. 10 fi C- ovLrct 9 e
BUILDING HEIGHT: 5 Pn^ cc c t n �
Datum Point: tDp of rAav1 VA IG (,OY <A*- Datum Elevation: C)
Maximum Maximum Allowed: 25 1 ( 1 ,7, 1. 3' ) Actual Height: (11 ) 1 S•'�
A.D.U. CREATED?: No Yes)
SUBDIVISION: t1r1e Q c a u u wyyt
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes No
OTHER:
Plan Review By. a htiV (�()LLI
q b.3
ave-ot-a9e grade
of• 1ouild(n5 Pad!
C1 (0.3 t 25'max
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NewB PP IanningData Form. DOC
#P20 05 - 09
Critical Areas Checklist CA File No:
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/ Location: ,
2. Property Tax Account Number:
p ty 31 014 00 C9
3. Approximate Site Size (acres or square feet): 6 b ' X /eo
4. Is this site currently developed? dyes; no.
If yes; how is site developed?�Cz,�}G,,�.�,,L� ,
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):
6. Site contains areas of year-round standing water: ; Approx. Depth:
7. Site contains areas of seasonal standing water: 72-o� ; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway -n-o floodplain -no 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:
For City Staff Use Only
I Plan Check Number, if applicable?
2. Site is Zoned? T-6 - Co
3. SCS mapped soil type(s)? jJja jfe F i' ('� A�a�>►1�r�-9a�AL'L-�G�Gt• / ��„ •
-7
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? L.4�;.,��� sk-, js;Jc eA ,�d
li 1 M A �l1 r anju 9popa`I- , �nr s n i^ A- % CA .&
DETERMINATION
STUDY REQUIRED ,��_WAIVER
Reviewed bv: -�_ 0 n _ _ . a na p•. �....I���t
Critical Areas Checklist/3.25.2004
• #P2o •
U�4 OF ED--o+o City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
tag g90 Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received:
City Receipt #:
Critical Areas File #: c' —
Critical Areas Checklist Fee:
Date Mailed to ADDlicant: d
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon 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 true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE of APPLICANT/AGENT
DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATUR<OF OWNER _
Owner/Applicant:
Name
!o a 9 ,-iiir,'c .
Street Address
c 'dz, aLaJ� .GIJW 9?610
City State Zip
Telephone: I-laS '278 d a7V
DATE
Applicant Representative: .
Name
Street Address
City State Zip
Telephone:
Email address (optional): Email Address (optional):
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The City of Edmonds
/1,1 -
OVY'llcm ... fe�� ............... .
HOUSE. . /--l-1 ........ .....................
T EET FILE
APPLICATION
for
SIDE SEWER pjMffjMM
OUTSIDE ❑ INSIDE C] REPAIRS El
CONTRACTOR .......
STREET
AVENUE LOT No.
NAME ADD.
CARD No.
EASEMENT No.
................................. PERMIT No.
---) BLOCK No . ...................
j -
APPROVED
JUM 24
Date Approved:
BACK]FILL WORK ORDER ISSUED ................................... DEPOSIT, $ .............................................
SEWER WORK ORDER ISSUED .......................................... DATE f... By . . . . . ............
M
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PROJECT-INFORNMEATION
OWNER:
CONTRACTOR:
DESIGNER:
SURVEYOR:
PLAN REVIEW:
PLAN REVIEW
DESIGN CRITERIA
MR. & MRS. RAYMOND C. NISSEN
1009 SPRUCE STREET
MEEDMONDS, WA 98020
PHONE (425) 778-0374
B.R.HOPKINS CONSTRUCTION, INC.
7700 209TH SW
EDMONDS, WA 98026
(425) 774-2887
CONTACT: RICH HOPKINS
PLAN ONE
1818 WESTLAKE AVE N.
SUITE 310
SEATTLE, WA 98109
PHONE (206) 352-9248
CONTACT: WILLIAM GOTTLIEB
C & C SURVEYING
4509 243RD PLACE SW
MOUNTLAKE TERRACE, WA 98043
PHONE: (425) 673-7502
CONTACT: JACK HOLT
CITY OF EDMONDS BUILDING DEPT.
CITY OF EDMONDS BUILDING DEPT.
AVERAGE
BUILDING ELEVATION
Finish Floor Elevation 98.9
Datum
Elevation
A
98.5
B
94.4
C
95.2
D
97.0
Totals
385.1
Average Elevation
96.3
Max Height Allowable 25.0
Max Elev Allowable 121.3
JURISDICTION:
CITY OF EDMONDS
LEGAL DESCRIPTION:
BEGINNING AT A POINT 680 EAST AND 174 FEET SOUTH OF THE
NORTHWEST CORNER OF THE NW'/4 0FSECTION 25, TOWNSHIP 27
N.R. 3.E.W.M;THENCE SOUTH 74 FEET; THENCE EAST 40 FEET;
THENCE SOUTH 108 FEET, MORE OR LESS, TO THE NORTH LINE OF
-
COUNTY ROAD;THENCE EAST ALONG NORTH BOUNDARY OF COUNTY
ROAD 60 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 1
DEGREE 36 MINUTES EAST 176.2 FEET TO A POINT 180 FEET SOUTH
OF NORTH LINE OF SAID NW % OF NE %; THENCE SOUTH 88 DEGREES
07 MINUTES EAST 60 FEET PARALLEL TO NORTH LINE OF SAID NW %
OF NE %; THENCE SOUTH 01 DEGREE 36 MINUTES WEST 177.4 FEET
TO THE NORTH LINE OF COUNTY ROAD;THENCE NORTH 86 DEGREES
55 MINUTES WEST 60 FEET ALONG *rHE NORTH LINE OF COUNTY
ROAD TO TRUE POINT OF BEGINNING, SITUATED IN THE COUNTY OF
SNOHOMISH.
TAX PARCEL ACCOUNT NO.
27032500101400
EXISTING ZONING
RS-6
LOT AREA
10,489.8 SF = (0.24 ACRE)
CODES:
2003 IBC
2003 I RC
2003 WSEC
2003 WVIAQ
2003 UPC
2003 UMC
CONSTRUCTION:
V-B
OCCUPANCY TYPE:
R-3
WIND DESIGN EXPOSURE:
85 MPH EXPOSURE C
SEISMIC DESIGN CATEGORY D-2
SNOW LOAD25 PSF
IMPERVIOUS LOT COVERAGE (EXISTING)
RESIDENCE
1887.0 SF
CARPORT
241.0 SF
DRIVEVVAYMALKS
553.0 SF
DECK
372.0 SF
STORAGE SHEDS
317.0 SF
TOTAL
3370.0 SF = 30.9 %
IMPERVIOUS LOT COVERAGE (PROPOSED)
RESIDENCE
1911.0 SF
CARPORT
241.0 SF
DRIVEWAY/WALKS
553.0 SF
DECK
372.0 SF
STORAGE SHEDS
317.0 SF
TOTAL
3394.0 SF = 32.2 %
TYPICAL SLOPE GRADIENT
4.5 % (AVERAGE OVER 175')
ALLOWABLE COVERAGE PER MICC 19.02.020 35 % OF LOT AREA
10,489.8 X .35 = 3671.4 SF
VICINITY MAP
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APPROVED BY PLANNING
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DRAWN BY
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r O"VNERICiitV ITO,R IS RESPONSIELE
DATE
AUGUST 19, 2004
_ EROSION t;0NTROL AND DRAINAGE
.�9$e: . 5 / �%) -3
jr�7um FOI NT
VC0 i O
PROJECT NO.
of 1�1 H CavER
SPINUCE
57RFET017\L
_
2„ S 1&_Corner ,-- Flag_--
SHEET NO.
LZone
1�f�Nt�o Sacks Required Actual
Front -� `ih*
Sides 61 'qb' 10
eNTE:
PL AN
Rear ls� qL 0- -
.SCALE 1" 10-0"
Other
NORTH Hei 5 (IZl.3 _ 111 •7' 15-�'
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FEE,
RECEIVED
APR 212005
PERMIT COUNTER
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