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DATE RECEIVED 1
PERMIT EXPIRES
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CITY OF EDMONDS us PERMIT 200S
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CONSTRUCTION PERMIT APPLICATION JOB _ JJ SUITE/APT#
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OWNER NAME/NAME OF BUSINESS /
PLAT NAME/SUBDIVISION NO. LOT NO. LID NO.
MLA ING ADDRESS �j LID FEE $
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NAMEMETER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
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ADDRESS REMARKS i
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE t7
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COMPLIANCE OR.._ r A. A 2 Z r ►�Jv. A z
❑ ADDITION COMMERCIAL ❑ i rj
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NUMBER NUMBER OF CRITICAL
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PROGRESS INSPECTIONS PER UBC 108/ ISC109/IRC109 FINAL INSPECTION REO'D 9
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&'v=.Description FEE Description FEE
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Building Permit 6140
City Surcharge
PLAN CHECK NO: j VESTED DATE Plumbing�W-115' Base Fee
/ l Mechanical C
.THIS PERMIT AUTHORIZES ONLY THE WORK OTED, THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC
Grading
3 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC,) WILL REQUIRE g
SEPARATE PERMISSION,
Engr, Review
isIII PERMIT APPLICATION: 180 DAYS
o PERMIT LIMIT: 1 YEAR • PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr, Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review0000� Plan Chk. Deposit (3LI lw "
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
a EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY 0
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FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BELandscape Insp. Total Amt. Due
9 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Z NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.•A 5V
Recording Fee Receipt N 0
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL1 his application is not a permit until signed by the
TION; D IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and
/ IN VI•QATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged in space provided.
WOR MEN'S COMPENSAT RANCE AND RCW 10.27.
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MIXTURE ER IATURE (OWNO AGENT) DATE SI NED (425)
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ATTENTION EXT 1333
IT IS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL y2 ,
INSPECTION HAS BEEN MADE AND APPROVALOR A CERTIFICATE OF OCCU- ORIGINA•L F E YELL • IN PECTOR
PANCY HAS BEEN GRANTED, UBC109/ IBC110 / IRC110. PINK ER GOLD -ASSESSOR
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07/19/2005 13:45 4258213863 CG&E,INC. PAGE 02
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CASCADE GEOTECHNICAL & ENVIRONMENTAL, INC.
Geotechnical Consultants • Environmental Scientists • Construction Materlals.Testing • Geologists
July l9, 2005
Project No. 05408
Bigfoot Investmeat Group z
406 Bllingson Road
Pacific, Washington 98047 ' n.
rn
Attention. Al Rwani
CD
eReference: Foundation Subgrade 8'earing Verification Letter v m
Bigfoot Java Kiosk a Edmonds Site C I V 1 `:" m v0
22519 fflghway099. North -+ n ,.
Edmonds; Wasbington .JUL 2'6 2005 O c
r DEVELOPMENT SERVICE' m
CITY OF EDMOND:. Ri
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Tear, M:Jiwa�ou: � e
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A requested by. Generations Construction, we visited the above referenced.site to verify
adequate bearing soils conditions in the proposed Kiosk footings area. `
OM
The approved piroject drawings indicated that the proposed footivags had been
proportioned- for 2000 psf rnaximgM safe bearing pressure in compression. Mm
vCO)
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At the time of our site visit we observed that the contractor had excavated the proposed c N
footing areas below the surrounding asphaltic pavements The native soils exposed' in the footing N
excavations consisted of grey, dense silty sand with some gravel. '' z
Based on theresence'.of dense soils in the footing excavations, and our knowledge of the
soils conditions in the arca; it is our opinion that the native soils exposed in the footing l a.
excavations are suitable for the support of engineered load's designed for a maximum. safe ;t z
-a
6 6
Bearing capacity of 2'000 pst in compression. _611,16
Thank you for, this opportunity to be of service to you. We trust this• letter supplies • z
sufficient information for your needs. Please do not hesitate to contact us at (425) 825-0327 if you O1 .
• have any additional questio�as:or if you requite.further information: O
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Sincerely;
GN NorthenInc.
Amjad L Khan, P.E.G., P. _ I
Prir>.cipal)✓ngineering Geologist I ;
.:.
12556 120111 Ave NE, #246 • Kirkland, WA'98034 (425) 821-3670 Fax (425) 821-3863 • www•cgande,com