630 BIRCH ST.PDF10319
630 BIRCH ST
0 0
ADDRESS: I a-3 0 31 " Z,� b�l
TAX ACCOUNT/PARCEL NUMBER: DM?f�% m oo zzob
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: b ')Z-4 DETERMINATION: n Conditional Waiver n Study Required V71 Waiver
IKJ
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:— OU1,01,2
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
LATEMP\DSrs\Fom-1s\Street File Checklist.doc
stical Areas Checklist OCA File No:
Site Information (SOUS/ topography/ hydrology/ vegetatioli)
1. Site Address/ Location: & -,�o 5 IF, C4+
2. Property Tax Account Number -7"Pql- 000-0U�
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? _t'yes; no.
If yes; how is site developed?
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 (pilease d6scribe):.
6. Site contains areas of year-round standing water: AID ; Approx. Depth:
7. Site contains areas of seasonal standing water: A10 Approx. Depth:
X.
What season(s) of the year?
8. Site is in the floodway XJ0 floodplain JV0 of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
IVO Flows are seasonal? —. NO (What time of year? AID.
10. Site is primarily: forested meadow ;shrubs n-dxed
urban landscaped aawnshrubs etc) 1-�
1-1. Obvious wetland is present on site:
G:\Sham\Librmy\Plmiing\Fonns\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
_". 1 B7
City OfIldmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
DATED RECEED: 7/3 0 1
CITY RECEIPT#: L-70±1
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT:.
.CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a Development
Permit Application for the City of Edmonds, prior to
his/her submittal of a development permit to the 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 inventodies, maps,
or soil surveys).
An applicant, or his/or 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 perinit
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.
I have completed the attached CRITICAL AREAS CHECKLIST and attest that the answers provided are
factual to the best of my knowledge (fill out the appropriate column below).
PLEASE PRINT CLEARLY
Owner/Applicant:
---Brr_J� +
Name
C4�
Street Address
Ecl ryAgr)�Sa L4JA 99cao
City State Zip
Telephone: qa!5-21 5- (algta
x ax
Signature
Date: cR /a 1/0 1
Applicant Representative:
KK(s-To,1 RANZ70 �4
Name
Street Address
F,E)MOM042 WA- q602-6
City State Zip
Telephone:- 4Z, -7 - 114 -1 1zJ
hICn g� let 46 vL ere,
Signature Date:—?, * Z-1' Z-60 (
G:\Share\Library\Plamdng\Fonns\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
ThIlf, rwy OfEdmomk
OWNER .....
HOUSE
Ur
loom
C
Date
BAC"ILL WORK ORDER ISSUED ............ ............................
DEPOSIT, $ ......... ...........
SLI"R WORK ORDER ISSUED ............ ................................
15 7
Approved:
DATE
,be
The Cit*of Edmonds
APPLICATION
for
S13DE SEV*7= PERNM
OUTSIDE E] INSIDE [:) REPAIRS F1
CARDNo . ......................................
EASEMENT No . ......................................
7-
OWNER ......... ............. ...................................................... CONTRACTOR ......... Z
.......................... .......................................... PERMIT No. z:0
STREET
HOUSE No . ...........
...................... 2 . . ....................................................... AVENUE LOT No . ...................................................................... BLOCK No . ...............................................
NAMEADD . ................................................................................... .....................................................................
A
--i
Lu
U.)
0
Date
BACKIFILL WORK ORDER ISSUED ....................
SEWER WORK ORDER ISSUED ...........................
)0/ 4 -c/
DEPOSIT, $ ..............................
Approved:
DATE .....
Q
By...................................................................
11DU__- - -
10a __
MAXIMUM HEIGHT-25 FEET. MEASURED
FROM AVERAGE ELEVATION OF UNDISTURBED
SOL AT CORNERS OF EXTENDED BUILDING
RECTANGLE. SUBJECT TO FIELD CHECK BY
BUILDING DEPARTMENT.
BUILDING HEIGHT C
TRANSIT SHALL BE SET UP FOR
INSPECTOR AT FRAMING INSPECTION
TO CHECK HEIGHT OF- STRUCTURE.
UB � 310.9.1.2 SMOKE DETECTORS REQUIRED THROUGHOUT EXISTING RESIDENCE
rH Z ISSUANCE OF TIIIS PERMIT REQUIRES UPGRADE OF SMOKE DETECTORS IN THE
FO �LOWING LOCATIONS:
0 IN EACH SLEEPING ROOM.
0 CENTRALLY LOCATED IN HALLWAYS OR AREAS ACCESSING SLEEPING ROOMS. WHEN
SLEEPING ROOMS ARE ON THE UPPER FLOOR, SMOKE DETECTORS MUST BE INSTALLED
NEAR STAIRWAYS.
0 1 MINIMUM OF ONE INSTALLED ON EACH FLOOR, INCLUDING THE BASEMENT.
re-rz 5 _r -
ACTOR IS RESPONSIBLE FOR
CONTROL AND DRAINAGE
UM
2.0� 0
GUTTERS/DOWNSPOUTS
TO CONNECT TO EXIST. SYST.
MQJECT APDRES S / OMN EkS:
BRETT & MARCIA HYDE Any request for modification, variance or other
administrative deviation (hereinafter "variance99)
630 BIRCH STREET must be specifically called out and identified.
EDMONDS 98020 Approval of any plat or plan containing
425 - 775 - 6786 provisions which do not comply with city code
and for which a variance has not been
specifically identified, requested and considered
TAX No: 5391 - 000 -022 0000 by the appropriate city official in accordance
LEGAL: with the appropriate provision of city code or
PARADISE LANE, BLK 000 state law does not approve any items not to code
specification.
D-00 LOT 22
ZONE R-6
CRITICAL AREAS- CHECKLIST:
# CA 2001 - 24 WAIVER 3-6-01
SCOPE OF MONECT:
ADDITION TO REAR OF DAYLIGHT BASEMENT
RAMBLER OF 1033 SQ FT. ADD POWDER ROOM
IN BASEMENT. ENTIRE NEW ROOF.
VCITY O�; EMVI'00�0,;
BUILDNIG DE ART[VIENT
WCO�F t K
ADDRESS
LOWNER
APPROVED DATE-:
BLDG. OFFICIAL
MERMIT Nulviw=m
I - 09ef)l - A"q- �?//
ZONE...
SETBACKS:
SIDE ---------
I REAR1=:5====
L'%_j.Lj2L&r_: IV, JLYV..; av F.L ALL NEW, EXTENDED, RE -BUILT OR
RELOCATED ELECTRICAL UTILITY AND/OR
L 0 T -C OA T-R, A GE: SERVICE SHALL BE PLACE UNDERGROUND VA
EXISTING: 1114.5 SQ FT B
PROPOSED: 2147.5SQFT 21.1%COVERAGE G c 1997,
OvEj) BY PLAN19
APPR E
GRADING8 0 CU YDS - USED ON SITE.
M-ATIND:.-F/A GAS
QLAZING: —ADDITION: 157.8 SQ FT GLAZING 15.2%)
HEIG-RT CALCULATION- S:
A. 1071
B. 1041
C. 113.5'
D. 113.'
437.5' 4 = 109.37' 109.3 7'+ 25' 13 4. 37'MAX RIDGE
127,75' PROPOSED
CON -TACT:
KRISTIN HANSON
HANSON DESIGN
652 ALDER STRETT
tDMONDS 98020 - 3415
APPROVED AS NOTED
BY ENGINEERING
Date:
425 774-7129
425 771-3152 FAX
TOR:
ELLINGTON CONSTRUCTION
JIM AND SANDY ELLINGTON
17517 18TH DR SE
BOTHELL, WA 98012
425 481-1170
425 485-4176 FAX
LIC. ?,,U.. I tl o?o 11 P L
eyx. ..r7. 2.00
ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
F810 HANCOR
-n x�j `�q
r-z acC. IVED
JUN 12 2001
DEVELOPMENT SERVICES CTR-
CITY OF EDMONDS
PAGE I SITE PL^ TITLE PAGE
PAGE 2 EXISTING LOWER FLOOR
PAGE 3 EXISTING MAIN FLOOR
PAGE 4 EXISTING SOUTH & EAST ELEVATIONS
PAGE 5 EXISTING NORTH &WEST ELEVATIONS
PAGE 6 PROPOSED LOWER FLOOR
PAGE 7 PROPOSED MAIN FLOOR
PAGE 8 FOUNDATION & FLOOR FRAMING
PAGE 9 ROOFPLAN
PAGE 10 SHEARWALLS AdMk
PAGE 11 B: SECTION
C: TYPICAL WALL
GLAZING CALCULATIONS
12 PROPOSED WEST & NORTH ELEVATIONS
PAGE
PAGE 13 PROPOSED EAST & SOUTH ELEVATIQ
PAGE 14 GENERAL STRUCTURAL NO� S
PAGE 15 ENERGY NOTES \126)
VOCT"F IT