20040298.pdfDATE RECEIVED. �)
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CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
MAII ING ADDRESS
CITY
NAME
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STATE LICENSE NUMBER
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EXPIRATION DATE
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PLUMBING I MECH
ADDITION
COMMERCJIAL
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REMODEL
MULTIFAMILY
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BUSIMS
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NUMBER NUMBER OF CRITICAL ---� I
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STORIES 1.11111!1 NUMBER
DESCRI.BE WORK TO BE DONE I,, _,� , _f A 0'. r, A j-i j
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HEAT SOURCE - I GLAZING % I LOT SLOPE %
PERMIT EXPIRES
USE PERMIT
ZONE NUMBER
J TE/APT #
JOB
ADD�RESS
NO: VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 1110 DAYS
LU
0. PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Ln *APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
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w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS I HE CIrY OF
_j EES, AND AGENTS FROM ANY AND
2 EDMONDS. WASHINGTON, ITS OFFICIALS. EMPLOY
11: WHATEVER NATURE, ARISING DIREC TLY OR INDUIEC rty
CK At-[. CLAIMS FOR DAMAGES OF
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF I HIS PERMIT SHALL NOT 13E
a DEEMED 10 MODIFY, WAIVE OR REDUCE ANY REQUIREMENT` OF ANY CITY ORDINANCE
WAY THE CIFYS ABILITY TO ENF
0 NOR QHMIT IN ANYMORCE ANY ORDINANCE PROVISION. -
Pt AT NAME/SUBDIVISION NO LOT NO
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING — PROPOSED—�
HFIQUIRED DEDICATION FT
METER SIZE LINE SIZE NO OF FIXTURES
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LID NO
LID FEE
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wiring ce4ulfed 13
PRV REQUIRED
YESO NO 13
REMARKS
OWNERiCONTRAGfOR RESPONSIBLE FOR EROSION CONTROLJDRAINAGE
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P./ I 110 r- Y\ I I A I C f: 11`7 IiV� 1 11 K I (I -
ENGINEERING REVIEWED BY� DATE
DATE
FIRE REVIEWED 13Y
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VARIANCE OR CU SHORELINE OR ADB# INSPECTION
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SEPIA REVIEW SIGN AREA HEIGHT
COMPLETE EXE FIT ALLOWED PROPOSED ALLOWED PROPOS�D
EXP
LOT COVERAGE REQUIRED SETBACKS (FT1 PROPOSED SETBACKS (FT)
ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAF,1r
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PARKING LOT AREA PI ANNING REVIEWED By q [L
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PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D F3
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Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
FFire Inspection
s p Sp.
Landscape'llonsp.
Recording Fee
nti
FEE I Description FEE
te Surcharge
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION
GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT or
'N'ORMAT 'ON
ZED AAGENF
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TATE LAWS REGULATING CONSTRUC CALL
I
THE OWNER. I AGREE TO COMPLY WITH CITY AND S P D
BY, NO PERSON WILL 13E EMPLOYED
TION. AND IN DOING THE WORK AUTHORIZED THERE 0
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION
WORKMEN'S C��SATION INSURANCE AND RCW 18.27,
DATE SIGNED (425)
7QNATUK( WNE R AGENT)
771-0220(
Off 1333
TT_ifNTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS 13EEN GRANTED. UBC SECTION 109 G4CO
09,03 PRESS HARD -YOU ARE MAKIN
City Surcharge
Base Fee
Plan Chk. Deposit
AR EE
eceipt #
T Tot I mt 0
otal Amt. Due 1:5( j K, 5
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Receipt # 3
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APPLICATION APPROVAL
I his application is not a permit until signed by the
Building 011icial of his/her Deputy: and Fees are paid, and
receipt is acknowledged in space provided.
OFFICIALS SIGNATURE DAI E
R EASE BY ATE
C)RIGINAL FILE YEILLC`�V - INSPECTOR
PINK OwNER GOLD ASSESSOn
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Height Calculation Worksheet
Address:
Date:
Lispector(s):
1. Datum Point:
2. Datum Point Elevation: oo
3. Average Grade: k
4. Maximum Elevation Allowed: (a veriagb giade):4- 25 i 3 S
5. Reference Point Elevation Shot to House:
QC
(datum elevation) + (grade to transit level line shot to house)
6. Measurements from line shot onto house to roof ridge:'
Total
7. Actual Elevation: 'I (reference point elevation) + 0-�7 (measurements
from #6)
Conclusion:
(actual) is greaterQe-s--s-flD)in)3'6,-3 (allowed); therefore the house is/
is not over the height requiremen-f 'per ECDC 16.20.30 requirements
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05-24-04 08:52 FROM:JEWMAMARKET 1,4257e73296
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Consulting
Robert M. Prid!�, Ln Engineer
February 19, 2004
Mr. and Mrs. George Miller
1112 Excelsior Place
Edmonds, WA 98020
Re: Report on Geotechnical Evaluation
Proposed Garage Structure
1112 Excelsior Place
Edmonds, Washington
RMP Project No. 04-147-01
Dear Mr. and Mrs. Miller,
MAR 18 2004
PERMIT COUNTFR
Tilis report summarizes the results of my site inspection and geotechnical evaluation of
your property located on the south side of Excelsior Place in Edmonds. it is understood
that you are planning an expansion and relocation of the existing garage that is situated
at the front north side of the property. A "Site Plan" prepared by your designer Chuck
Lee dated February 2, 2004 was used as a reference for this report.
Site Conditions
Geologically this area of Edmonds is underlain by glacial outwash deposits consisting of
dense sands, silts and gravel soils (Qva). No prior soils information is available for this
site, but previous investigations in the Edmonds area showed the presence of competent
glacial deposits within 2 to 3 feet of the existing ground surface. The easterly side of the
property was cut into the gentle hillside, and there was some minor filling along the
westerly side of the garage. A 4 to 5 foot high fill -over -cut slope is located just west of
the existing garage.
An unpaved driveway access currently exists along the east side of the garage leading to
the entry door on the south side. Crushed gravel covers most of this driveway and most
of the surface water penetrates into the crushed gravel surfacing. Existing floor slab in
the garage is at an elevation of about 111.5 feet, and the new garage slab will be raised
abouL six inches. An existing 24 inch diameter evergreen tree is situated on line with the
proposed relocated west garage wall. There is a two foot deep catch basin inlet structure
(invert @ 110 feet) in the street swale immediately opposite the proposed garage
location.
In7w,wain
W610-1 U-0-MM-1 U61M
On the basis of my site inspection and on prior experience on sites in this area of
Edmonds, it is my opinion that the relocated garage and the new addition can be
and, WA 98034
320YH—�I�e—� —PointDdve—NE--= —Kirkl=-------
Phone: 425-814-3970 Fax: 425-814-5624
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February 19, 2004
Mr. and Mrs. Miller
Page 2
constructed as shown on the Lee "Site Plan." A majority of the footings will only need to
extend a minimum depth of 18 inches below the existing ground surface. Footings along
the west side of the relocated garage structure will be situated on the slope, and they will
need to be deepened so that they bear on the dense glacial deposits. Estimated depths
of these footings will be on the order of 3 to 5 feet below the slope surface.
An allowable soil bearing value of 2000 psf may be used in the design of the bearing wall
footings. Estimated settlement for footings founded on the dense outwash deposits will
be less than 1/2 inch. The west retaining wall footing should be designed for an active
pressure of 30 pcf, and lateral forces may be restrained by a passive pressure Of 200 PCf-
All backfill behind the retaining wall and under the floor slab should be compacted to a
uniformly high density before pouring the garage floor slab.
Drainage off of the roof of the new building should be captured by gutters and down
drains, and then tightlined to the catch basin at the front of the garage. A strip drain is
recommended along the front of the garage slab in the new paved driveway, and this
water can also be directed to the catch basin. In my opinion there is not a need for new
area drains since the garage expansion will cover most of the previous impervious area
that consisted of the old driveway.
Please call me if there are any questions regarding the findings and recommendations of
this report. aLinA.&A -
Respectfully,
- �1-\J t\,?, ,
Robert M. Pride, P. E.
Principal Geotechnical Eng
dist: (2-) addressee
rmp: MillerGaragei
C1 WA
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13203 Holmes Point Drive NE Kirkland, WA 98034
Phone: 425-814-3970 rax: 425-014-5072
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