HomeMy WebLinkAboutPermit D2000-108 - AMERICON INC - MOVE RESIDENCED2000-108
Americon, Inc.
13028 32 Av S
Tenant:
Name:
Address:
Value of Construction:
Type of Fire Protection:
Type of Construction:
Public Works Activities:
doc: Devperm
City of Tukwila <' R r � +rdi -a �- oaf
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 7359600440
Address: 13028 32 AV S TUKW
Suite No:
Owner:
Name: LOONEY WILLIAM A
Address: PO BOX 66098, SEATTLE WA
Contact Person:
Name: EARL M. SOUSHEK
Address: 23020 SE 272ND. ST, MAPLE VALLEY, WA
Contractor:
Name: TAB ENTERPRISES
Address: 23020 SE 272, MAPLE VALLEY, WA
Contractor License No: TABEN * *041B5
DESCRIPTION OF WORK:
HOUSEMOVE FROM SEATAC AT 15812 9th. AV S TO TUKWILA AT 13028 32 AV S. PUBLIC WORKS
ACTIVITIESINCLUDE STORM DRAINAGE, LAND ALTERING AND ACCESS.
Sanitary Side Sewer: N
Sewer Main Extension: N
Storm Drainage: Y
Street Use: N
Water Main Extension: N
Water Meter:
Channelization / Striping:
$83,200.00
DEVELOPMENT PERMIT
Curb Cut/Access /Sidewalk/CSS: Y
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: Y Volumes: Cut 20 c.y. Fill 20 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Private: n
Private: n
** Continued Next Page **
Fees Collected: $1,579.89
Uniform Building Code Edition: 1997
Occupancy per UBC: 0007
D2000 -108
Permit Number: D2000 -108
Issue Date: 11/09/2000
Permit Expires On: 10/19/2002
Phone: (206)000 -0000
Phone: 425- 432 -2444
Phone: 425 - 432 -2444
Expiration Date: 01/18/2002
Public: n
Public: n
Printed: 06 -26 -2002
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Signature:
doc: Devperm
City of 'Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:
Il a L & J
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the pgrform�ync� of work. I am authorized to sign and obtain this development permit.
84‘
Print Name: (4/1 A go,, .0 Wi
D2000 -108
Date: CO ' J6 1-
Date: — H o Z
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
Printed: 06 -26 -2002
City of Tukwila
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGIN'_ BEFORE APPEAL PERIOD EXPIPE':>,
APPLICANT IS PROCEEDING A.r THEIR `_AWN PIsr..
Parcel No: 735960 -0d40 Permit No: D2000 -103
Address: 13028 32 AV _ status: ISSUED
Suite No: Issued: 11/09/2000
2000
Location: Expires: 05/08 /2001/
Category: NSFR
Type: DEVP'ERM
Zoning
Const Type: Occupancy: DWELLING
Gas/Elec.: UGC.: 19q7
Units: 001 Fire Protection:
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: 125 Sewer: VAL VUE
Wetlands: Slopes: Y Streams:
Contractor License No: TAEEN'
OCCUPANT AMERICON, INC Phone:
13028 32 AV S, TUKWILA, WA 98188
OWNER LOONEY WILLIAM A Phone: (206)000 -0000
PO BOX 66098, SEATTLE WA 98166
CONTACT EARL M. SOUSHEK Phone: 425 -432 -2444
23020 SE 272nd. ST, MAPLE VALLEY, WA 98038
CONTRACTOR TAB ENTERPRISES Phone: 425 -432 -2444
23020 SE 272, MAPLE VALLEY, WA 98038
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Permit Description:
HOUSEMOVE FROM SEATAC AT 15312 9th. AV S TO
TUKWILA AT 13028 32 AV S. PUBLIC WORKS ACTIVITIE'S
INCLUDE STORM DRAINAGE, LAND ALTERING AND ACCESS.
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Construction Valuation: $ 83,200.00
PUBLIC WORKS PERMITS: k(Water Meter Permits Listed Separate) Eng. Appr: ljm
Curb Cut /Access /Sidewalk: /CSS: Y
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: Y Cut: 20 Fill: 20
Landscape Irrigation: N
Moving.Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: n Public: n
Storm Drainage: Y
Street Use: N
Water Main Extension: N Private: n Public: n
A: 4***' k' k: k*: k* kk*: k' k*' k* k* A'' k*: 4'AAA'A *k*kkkk'AAAAA'A'A'AAAkkA* *A'k* kkk *k:4kkkkkk*kk:k.k*:AAAA *kk *.AA
TOTAL DEVELOPMENT PERMIT FEES: $ 1,532.89
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Permit Center Authorized Signature:
Signature
ep■ t 1
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permit.
Date
Print Name: 1.471/41J
This permit. _.ha l l become null and void if Che 'N'ar'k. is Tic t. commenced w'. t.rl i n
180 days from the date of l ivar le, or if tine wo -k 1': suspended or abandoned
?for a period of 180 i r vj from the last. ir,_;k :'ction.
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City of Tukwila
Ren v\4rc,( £o
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 7359600440
Address: 13028 32 AV S TUKW
Suite No:
Tenant:
PERMIT CONDITIONS
Permit Number: D2000 -108
Status: ISSUED
Applied Date: 04/14/2000
Issue Date: 11/09/2000
1: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A
VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR
GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE
UNWORKED MORE THAN 2 DAYS. FROM OCTOBER 1 THROUGH APRIL
30, STOCKPILE ENOUGH COBVER MATERIAL ONSITE TO COVER ALL DISTURBED AREAS DURING HEAVY RAINS.COVERED
MATERIAL FROM OCTOBER 1 THROUGH APRIL 30, INSPECT AND
MAINTAIN ALL STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS.
FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN
TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE
PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION
APPROVAL.
2: Prior to moving the building on -site, a copy of the WSDOT moving permit, route map and proposed moving schedule shall be
submitted to the City
Development/Permits Engineer for validation. NO MOVING ACTIVITY SHALL BE COMMENCED UNTIL THIS VALIDATION HAS
BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED
THE DEVELOPMENT /PERMITS ENGINEER AT (206) 433 -0179 TO VERIFY THE SAME. If a WSDOT permit has not been approved for
the move, the Applicant shall apply for a
city permit for moving an oversiz load.
3: The Land Altering Permit fee is based upon an estimated 20 cy of cut and 20 cy of fill. If the final quantity exceeds this amount, the
Permitee shall calculate
the final quantity and pay the difference in permit fee prior to the Final Inspection.
4: CONSTRUCT DRAINAGE AND PERFORM LAND ALTERING IN ACCORDANCE WITH ICICLE CREEK ENGINEERS
GEOTECHNICAL REPORT DATED SEPTEMBER 16, 1999. RETAIN THE GEOTECHNICAL
ENGINEER ONSIT TO MONITOR CONSTRUCTION AND TO ASSIRE COMPLIANCE WITH THE GEOTECHNICAL
RECOMMENDATIONS, PARTICULARLY LAND ALTERING, FOUNDATION EXCAVATION, STORM
DRAINAGE, SOIL COMPACTION, AND ALL OTHER GEOTECHNCIAL ASPECTS OF CONSTRUCTION. THE GEOTECHNICAL
ENGINEER SHALL MAKE DAILY REPORTS ON CONSTRUCTION PROGRESS TO
THE CITY. THE GEOTECHNICAL ENGINEER SHALL RETAIN 0 COPY OF THE DAILY REPORT ONSITE FOR THE CITY INSPECTORS.
THE GEOTECHNCIAL ENGINEER SHALL PROVIDE THE CITY A
FINAL CONSTRUCTION MONITORING REPORT BASED ON THE ENGINEERS PROFESSIONAL OPINION, SITE OBSERVATIONS
AND TESTING DURING CONSTRUCTION. THE REPORT SHALL EVALUATE
WHETHER THE CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL
REPORT.
5: Driveways shall be paved for a minimum distance of 20 from THE property line and shall be paved from THE property line to the
edge of existing pavement in the
right -of -way.
6: The City has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from
THE point of connection at the
pole to the structure.
7: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
8: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with
recommendations given in the soils report.
9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as
doc: Conditions
D2000 -108
Printed: 06 -26 -2002
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Signature:
Print Name:
doc: Conditions
Eor 1 it( Sc),,s
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
amended, Uniform Mechanical Code
(1997 Edition), and Washington State Energy Code (1997 Edition).
10: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by
that agency, including all gas
piping (296- 4722).
11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a
permit for, or an approval
of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to
give authority to violate
or cancel the provisions of this code shall be valid.
12: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be
inspected by that agency
(248- 6630).
13: All mechanical work shall be under separate permit issued by the City of Tukwila.
14: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These
documents are to be
maintained and avail- able until final inspection approval is granted.
15:
16: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and
prior to the Final Inspection.
17: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF
COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE.
18: Any material spilled onto any street shall be cleaned up immediately.
19: Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity.
20: CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES.
21: If soil and site conditions permit, surface drainage from the driveway shall be infiltrated back into the ground by means of gravel
backfilled pits or trenches.
22: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to
the Inspector for
prior approval.
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
D2000 -108 Printed: 06 -26 -2002
Date: (-" /—de_
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9.
CITY OF TUKWILA
i
Address: 13028 32 AV S Permit No: D2000 -108
Suite:
Tenant: Status: ISSUED
1 Type: DEVPERM Applied: 04/14/2000
Parcel U: 735960 -0440 Issued: 11/09/2000
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Permit Conditions:
1. No changes will be made to the plans unless approved by the
Engineer and the Tukwila Building Division.
2. Subgrade preparation including drainage, excavation,
compaction, and fi,1 requirement shall conform strictly with
recommendations given in the soils report.
3. All construct be done conformance with approved
plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition),
and Washington State Energy Code (1997 Edition).
4. Plumbing shall be obtained through the Seattle -King
Coun ty t of P u b l i c Hea_11b.._. Plumbing will be
inspected by that agency, including all gas piping
(296 -4722)
5. Validity of Permit. The issuance of a permit or approval of
plans, specifications, and computations shall not be con -
strued to be a permit for, or an approval of, any violation
of any of the p r o v i s i o n s of the building code or of any
other ordinance of the jurisdiction. No permit presuming to
give authority to violate or cancel the provisions of this
code shall be val i;d.
6. Electrical permits shall be obtained through the Washington
State Division of labor and Industries and all electrical .
work ,will be inspected by that agency (248 - 6630).
7. All -mechani :al: wort: shall be under separate permit issued by
t.he`,C:ity ,of . Tukwila.
8. All - permits, inspection records, and approved plans shall be
available at the job site prior to the start of any con-
struction. These documents are to be maintained and avail-
able unt;i,l final inspection approval is granted.
Temporary erosion contro1 measures shall be implemented as
the first order of business to prevent sedimentation off- -
site or into existing storm drainage facilities .
10. The site shall have permanent erosion control measures in
place as soon as possible after final grading has been
completed and prior to the Final Inspection.
11. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND
STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL
RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER
THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH
OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN
2 DAYS.
FROM oCTOBER 1 THROUGH APRIL 30, STOCKPILE ENOUGH COBVER
MATERIAL ONSITE TO COVER ALL DISTURBED AREAS DURING HEAVY
RAINS. COVERED MATERIAL
FROM OCTOBER 1 THROUGH APRIL 30, INSPECT AND MAINTAIN
ALL STABILIZATION l`EKLY AND IMMEDIATELY BEFO DURING AND
IMMEDIATELY FOLLO rNG STORMS.
FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN
TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST
MONTHLY.
ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY
STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL.
12.
CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR.
GREG VILLANUEVA @ (206)433-0179' OF COMMENCEMENT AND
COMPLETION OF WORK AT LEAST'24•HOURS IN ADVANCE.
13. Prior to moving the'building on -site, a copy of the WSDOT
moving permit, route map and proposed moving schedule shall
be submitted to the City Development /Permits Engineer for
validation.
NO MOVING :`ACTIVITY SHALL•. BE COMMENCED UNTIL THIS VALIDATION
HAS BEEN FORMALLY RECEIVED OR THE MOVER HAS CONTACTED THE
DEVELOPMENT /PERMITS ENGINEER AT (206) 433 -0179 TO VERIFY
THE SAME. If a WSDOT permit has not been approved for the
move the Applicant shall apply for . a city permit for
mo an oversiz load.
14. Any ;material .spilled . onto .any street shall be cleaned up
immediately. ,
15. The Land. Altering Permit fee is based upon an estimated
20 of cut and 20 cy of fill. It the final quantity
exceeds this amount, the Permitee shall calculate the final
quantity and pay the difference in permit fee prior to the
Final, Inspection.
16. Hauling over 50 shall require application for a Hauling
Permit prior to any associated activity.
17. CONSTRUCT DRAINAGE AND PERFORM LAND ALTERING IN ACCORDANCE
WITH ICICLE CREEK ENGINEERS GEOTECHNICAL REPORT DATED
SEPTEMBER 16, 1999.
RETAIN THE GEOTECHNICAL ENGINEER ONSIT TO MONITOR
CONSTRUCTION AND TO ASSIRE COMPLIANCE WITH THE GEOTECHNICAL
RECOMMENDATIONS, PARTICULARLY LAND ALTERING, FOUNDATION
EXCAVATION, STORM :DRAINAGE, SOIL COMPACTION, AND ALL OTHER
GEOTECHNCIAL ASPEC:TS.OF CONSTRUCTION. THE GEOTECHNICAL
ENGINEER SHALL MAKE DAILY REPORTS ON CONSTRUCTION PROGRESS
TO THE CITY. THE GEOTECHNICAL ENGINEER SHALL RETAIN 0 COPY
OF THE DAILY REPORT ONSITE FOR THE CITY INSPECTORS.
THE GEOTECHNCIAL ENGINEER SHALL PROVIDE THE CITY A FINAL
CONSTRUCTION MONITORING REPORT BASED ON THE. ENGINEER'S
PROFESSIONAL OPINION, SITE OBSERVATIONS AND TESTING DURING
CONSTRUCTION. THE REPORT SHALL EVALUATE WHETHER THE
CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE
RECOMMENDATION'S IN THE GEOTECHNICAL REPORT.
18. CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND
HAULING ROUTES.
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PROVIDE ADEQUATE S' P ORARY ACCESS AS NOT TO I; 'FERE WITH
OTHER VEHICLE MOVhhtNT OR CAUSE TRUCKS TO TRA1/tii OVER CURBS
1 ALL VEHICLES MUST MAKE COMPLETE STOP PRIOR TO ENTERING
PUBLIC RIGHT -OF -WAY.
19. Driveways shall be paved for a minimum distance of 20' from
the property line and shall be paved from the property line
to the edge of existing pavement in the right-of-way.
20. If soil and site conditions permit, surface drainage from
the driveway shall be infiltrated back into the ground by
means of gravel backfilled pits or trenches.
21. Work affecting traffic flows shall be closely coordinated
with the City Utilities Inspector. Traffic Control Plans
shall be submitted to the Inspector for prior approval.
22_.' \The City h' an undergrounding ordinance requiring the
so wer, tel communications, and cable service:. lines be
undergrou from the point of connection at the pole to the
structure"
{ .
I hereby certify.thatI have read these conditions and will comply
with them as ,oat l „ned . All provisions of law and ordinances governing
this work will complied with , whether specified herein or not.
The grant•twig::`of, this permit does not presume to give author,ity,,to
violate orcan'ce.l the any other work or local, laws
regulating ::'constr.uction or .the performance of work.
Signature Z7' a ate l .r_ Date:
Print Name:
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Project Name/Tenant: nn n 1 n
Value of Construction:
Site Address: Cit Sta /Z
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Property Owner:
.,�1pivi uy i '� >nC
Phone:
242.5- t-4 2 -2
Street Address: City State! i •
7gn2n ' 212rira S -, Ma \e 1/01IQ
Fax #:
425- X32 - (r,Gg
Contractor: n meY; , `InC �403�
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Phone: Llis --(4 -2- _ 2_1440
Street Address: City S /Zip:
2.....2.0 � � 2272.1a6 .\_ es l�.UCltat �03`�
Fax #:,( l t r
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Architect:
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: r
J Pr
Phone:
Street Address: City State /Zip:
Fax #:
Contact Person:
ErPrA M — �Ll)h 6C_
Phone:
o 9?-s ?,- 2-(L
Street Address: %Iv%
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Fax L[zs- U75.2, _to Cfq
Description of work to be done: v , y( ' o TQ�c, c o- 15 I'Z C 1 1 -S„
An 101,`A Tar -S - Lulc .x, la-
Type of work: 0 New Single - Family Residence CI Addition - Single - Family Residence
■ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Dec (s) - Covered & Uncovered ❑ Residential Reroof
Dec
Is this site served by: ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Sc are Footage for Structure: - 2.14t) sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Proposed New Square Footage: 21 sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) .
*For an Accessory dwelling, provide the following:
Lot area Floor area of principal dwelling Floor area of accessory dwelling
* Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
CITY OF TU10
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FO' STAFF USE ONLY
Project Number:
Permit Number:
Single - Family Residential Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
PPLICANT REQUEST: FORPUBLICuWORKS •SITE/CIVIL PL'AN;REVIEWOF THE
(Additionalreviews shall: be determined by'the:Public Works Department) .
❑ Channelization /Striping Curb cut /Access /Sidewalk El Fire Loo /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone Hauling and Altering: Cut - 30 cubic yds. Fill [ Si > cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
anitary Side Sewer ft: ❑ Sewer Main Extension 0 Private 0 Public
Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter !Permanent it___. Sizef,$):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re-
viewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex-
pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon
written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall
be extended more than once.
Date a p catio c epted:
SFPERMIT.DOC 2/13/97
Da a licalio x res:
- LL
PLEASE SIGN BACK OF APPLICATION FORM
41}
Appl135 by: (initials)
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Signature:
Date: 4_13 _0
Print name:
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Phone: 3Z:Ztl4j.
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Address:
2-307_10 r
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ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST `' SUBMITTED WITH THE FOLLOWING:
> DRAWINGS PREPARED'' A REGISTERED ARCHITECT OR P1.JFESSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDING OFFICIAL
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A S BMI ' ED
❑ =� Copy of recorded Legal Description from King County
❑ ►i.
Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ Site Plan (see example Form H -16)
1. Existing fire hydrant Iocatio/n(s). ✓✓
2. Proposed access road.
3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over t/
150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale. V
5. Building setback from property lines. Any proposed or existing easements must be shown on plan. j
6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width),
show proposed and existing power, water and sewer lines, existing storm drainage system,
downspouts and foundation drains, and where drains tie -in.
7. Parking plan.V
8. Lowest building elevation (if in Flood Control Zone).
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. V
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers.
11. Identify location and size of significant trees that are located in sensitive areas and buffers or the ✓
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code).
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the /
high water mark.
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form'
..s7 H -9).
❑ Foundation plan and details V
❑ ❑ Floor plan
❑ • Roof plan ✓
❑ Building elevations (all views)
❑ Building height"
❑ ❑ Building cross - section
❑ ❑ Structural framing plans and details necessary to completely describe construction
❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6.
❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the permit
is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of
Contractor Registration ".
J
Building Owner /Atifhonzed:Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of a letter from the property owner authorizing the agent to submit this permit application and
obtain'the' permit will be required as part of this submittal..
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
SFPERMIT.DOC 2/13/97
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Parcel No: 7
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HECK Notation: AvlERICON, :(NC.
2000-108 Type: DEVPERM DEVLLOPMEN1 PERMIT
35960 -0440
3020 32 AV S
Total re ea: 1,S'29.89
47.00 Total ALL Pmts: 1,579.89
Balance: .00
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Description Amount
BUILDING ]INVESTIGATION 47.00
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000/345.830
000/245.830
000'386.904
000/242.400
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T h i s Payiment 955.20
Total Fees:
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1.,532.£19
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Description Amount .
BUDDING - RES 304.06
PLAIN CHI: - 573.14
PLAN CHECK -- UT]:LT1 20.00
STATE BUILDING SURCHARGE 4 „50
TNSP F LE -- UTILITY 15.00
INSP FEE •- STORM DRAIN 15.00
LAND ALTERING PERMIT FEE 23.50
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TRANSMIT Number: 89800305 Air+ount•a 955.20 11/07i00 15%4'I
Payment Method: CHECK Notation: AMERICON, INC In it: TIP
Permit No% 02 -•1.00 Type% DEYPE M DEVrL.oPMENT HA UT
Parcel No % : -0440
Site Address: 13020 32 AV S
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MPANSMIT Number: R9000267 Amount: 577.69 04/14/00 1O:00
Paymen!: Method.: CHECK Notation: AMERICAN INC Init: TLB
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Permit No: D2000-108 Type: DEVPERM DEVELOPMENT PERMIT
Parcel 'No: 715960-0440
aite Address: 13020 32 AV 8
3618 04/19 9717 TOTAL 577.69
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INSPECTION NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
124th,; ,
PERMIT NO.
(206)431-3670
COMMENTS:
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Approved per applicable codes. 111 Corrections required prior to approval.
El $47.00 REINSPEC11ON FEE.REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suitt 100. Call to schedule reinspection.
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INSPECTION NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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PERMIT NO.
(206)431 -3670
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Receipt No:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 98188
Inspector:
PERMIT NO.
(206)431 -3670.
El Approved per applicable codes. Corrections required prior to approval.
Date: 4 -20-C 2—
0 $47.00 REINSPECT! C FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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INSPECTION NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
• PERMIT NO. '.
(206)431-3670
COMMENTS:
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D $47.00 REINSPECTION 4 REQUIRED. Prior to inspection, fee must be paid
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Receipt No:
Date:
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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(206)431 -3670 5(
PERMIT NO.
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Receipt No:
Date:
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INSPECTION N0:
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION NO.
Inspector:
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PERMIT NO.
(206)431 -3670
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Receipt No:
Date:
COMMENTS:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 South Blvd, #100, Tukwila, WA 9818
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JNSPECTION NO.
INSPECTION REC
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
n Approved per applicable codes. -
Corrections required prior to approval.
\L� Date: c I / I
❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector:
Receipt No:
Date:
VZCOO - � v
PERMIT NO.
(206)431 -3670
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Corrections required prior to approval.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
(206)431-3670
COMMENTS:
Inspector:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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PERMIT NO.
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
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PERMIT NO.
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INSPECTION REC
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431-3670
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6300 Southcenter Blvd, #100, Tukwila, WA 98188
. 1,2000-/o S'
PERMIT NO.
(206)431-3670
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at 6300 Southceriter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
PRE -MOVE INSPECTION PROJECT: p Woo —o5-.
Address of present location: 1511- q H AVE S
Address of proposed location: 1 -32 AVE 5
1) Exterior condition of structure: 6000
2. Type and condition of any building appurtenances (porches,
chimneys, exterior stairs, etc.)
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3. Roof condition and type:
cam. POS lT?QA., 600 CcxJDrnc)41
4. Type of roof system (stick frame rafters, trusses, skip or solid
sheathing, size of rafters, etc.)
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5. Type of foundation and floor supports:
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6. Current heat source (electric, gas, oil, etc.):
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7. Type and condition of any visible electrical wiring:
(JP1D4 -Tb p4-7Q IA) Iefiu
8. Location of any existing smoke detectors:
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9. Code complying fire separation between house and attached
garage: (BALL i co AA pcere r('e oss Fir
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10. Location and type of windows or other glazing:
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14. Signs of insect or rodent infestation:
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15. Is building moveable in one section:
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EARL M. SOUSHEK
23020 SE 272nd.
MAPLE VALLEY98038
RE: PRE -MOVE BUILDING INSPECTION (D2000 -054)
Dear EARL M. SOUSHEK :
City of Tukwila
Department of Community Development Steve Lancaster, Director
1. A pre -move inspection of the house located at 15811 - 9th Ave S, Sea Tac.
was conducted by a Tukwila Building Inspector on 3 -6 -2000 .
Attached is a list of items that the inspector observed and
wrote up. Based on his report it has been determined that the
house is suitable to be moved into Tukwila. It should be noted
however, that the inspector's report is not meant to be a complete
list of items to be corrected. It is meant only to be an overall
opinion of the general condition of the structure prior to it
being moved. Specific code requirements will be addressed during
the plan check process, after you submit a complete Building
Permit Application.
2. If you decide to move the building you will be required to apply
for and obtain a Building Permit before starting the move. It
will expedite the permit process if you show on your application
documents how you plan to make any appropriate corrections to
existing or potential problems pointed out in the inspector's
report.
3. Please be advised that this approval to move the house is good for
30 days from the date of this letter. If a permit application is
not received by this office within that 30 day time period the
approval to move the house will be automatically revoked.
4. Tukwila Municipal Code Section 16.04.140 states: "In the event a
building permit is issued for a relocated building, the fees for
building, plumbing, electrical and mechanical permits shall be
based upon the total value, of the improved building or structure
at its relocated site as estimated by the Building Official."
Therefore, the fee for the building permit you must obtain, before
moving the building, will be based on the valuation of the
building at $62.30 per square foot. This is the lowest valuation
Steven M. Mullet, Mayor
bOOO JO • 8
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
'
Page 2
amount for residential buildings shown in the Building Valuation
Data chart, published by the International Conference of Building
Officials, which is the fee schedule source document used in
Tukwila. Using that valuation, the actual fee will be determined
using Table 1 -A, Uniform Building Code, 1997 Edition. A plan
review fee will not be required.
5. Tukwila Municipal Code Section 16.04.120 states: "No relocation
required by Tukwila Municipal Code 16.04 shall be issued by
the Building Department unless the applicant therefore first posts
a bond, in a form approved by the City Attorney, executed by the
owner of the premises where the building or structure is to be
located or demolished as principal, and a surety company authorized
to do business in the State as surety. The bond shall be in form
joint and several, shall name the City as obligee and shall be in
an amount equal to the cost plus 10% of the work required to be
done in order to comply with all the conditions of such relocation/
demolition permit as such cost is estimated by the Building
Official. In lieu of a surety bond, the applicant may post a bond
executed by the owner as principal and which is secured by a
deposit in cash in the amount specified above with a banking or
escrow agent acceptable to the City, and conditioned as required in
the case of a surety bond; such a bond as so secured is hereafter
called a "cash bond" for the purposes of Tukwila Municipal Code
16.04."
Based on the paragraph above, a bond must be posted for 110% of
the work to be done, which, as a minimum, will include the
complete cost of the new foundation plus any anticipated remodel
or repair work shown on the plans you submit as part of the
application package. Since it is not known what type of foundation
you plan to put under the building, or if you are planning any
remodel work, the amount of the required bond cannot be determined
until after the permit application is received. At the.time the
bond amount is determined, based on your submitted documents, you
will be notified of the amount of bond that will be required. The
bond must be posted before the permit will be issued.
6. As a minimum, the permit application package should include:
A. Legal Description and Parcel Number of property where house
will be moved to.
B. Site Plan (See back of Building Permit Application)
C. Foundation Plan.
D. Structural details and cross sections of any new structural or
remodeling work.
E. Certificate of Water /Fire Flow Availability.
F. Certificate of Sewer Availability.
G. Signed Owner's Statement.
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H. Signed Moving Contractor's Statement.
If you should have any further questions regarding permit requirements
for moving the above referenced building please feel free to call the
Permit Center at 431 -3670.
Sincerely,
Building Official
Attachments:
1. Building Inspector's Pre -Move Inspection Report
2. Building Permit Application
3. Owner's Statement
4. Moving Contractor's Statement
5. Residential Site Plan (Sample)
D2000.104
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1 ) 2, P9 40
REVIISiONS
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NO CHANGES SHALL BE MADE TO
- 17 1 7 SCOPE OF WORK WITHOUT PRIOR
aOVAL OF TUKWILA BUILDING DIVISiON.
NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL
MD MAY INCLUDE ADDITIONAL PLAN REVIEW FEES.
goviswiti 4(
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I understand that t Plan Check approvals are
stject to - missions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
Date 22—
Permit No. 2•000 IPS
P.I-T,EVED
CITY OF TUKWILA
AUG 20 2001
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FRAME AND GRATE
(See standard pion for details)
6" RISER SECTION
12' RISER SECTION
( Measurement at the
f the boss.
NOTES:
PRECAST BASE SECTION
Catch basins to be constructed in accordance with ASTM
C 478 (MSHTO M 1991) & ASTM C 890 unless otherwise shown
on plans or noted in the Standard Specifications.
As an acceptable alternate to rebar welded wire fabric
having a minimum area of 0.12 square inches per foot
may be used. Welded wire fabric shall comply to ASTM
A 497 (MSHTO M 221). wire fabric shall not be placed
in the knockouts.
The bottom of the precast boss section may be rounded.
Precast bases shall be fumished with cutouts or
knockouts. Knockouts shall have a wall thickness of
2' minimum.
Knockouts may be on all 4 sides with maximum diameter
of 20'. Knockouts may be either round or '0 shape.
Pipe to be installed in factory supplied knockouts.
Knockout of cutout hole size is equal to pipe outer
diameter plus catch basin wall thickness.
The maximum depth from the finished grade to the pipe
invert is 5' - 0".
The taper on the sides of the precast base section and
riser section shall not exceed 1 /2' /ft
Catch basin frame and grate shall be in accordance with
Standard Specifications and meet the strength requirements
of Federal Specification RR— F -621D. Mating surfaces shall be
finished to assure non — rocking fit.
Frame and grate may be installed with flange down or cast
into riser.
t)
City of Tukwila
DATE: 11 /21/96
DS -25
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Sea -27 -99 10:16A Icicle Creek Engineers 425 '7 -4369 P.02
Paul Cameron
Tab Business Enterprises
23020 SE 272nd Street
Maple Valley, Washington 98038
I CE
Icicle Creek Engineers, Inc.
Geotechnical, Geologic and Environmental Services
September 16, 1999
Letter Report
Geotechnical Consultation
Proposed New Construction
13030 and 13028 32nd Ave. S
Tukwila, Washington
File No. 0356 -001
RECEIVED
CITY OF TUKWILA
APR 1 4 2000
PERMIT CENTER
INTRODUCTION
This letter report presents the results of our geotechnical consultation regarding footing subgrade
preparation and drainage evaluation for two properties located in Tukwila, Washington. Our services were
conducted in accordance with our Confirming Agreement dated September 14, 1999 and were authorized
by Paul Cameron on September 15, 1999.
BACKGROUND AND PROJECT DESCRIPTION
We understand that the proposed new construction will consist of constructing a foundation system
on the subject properties to support one -story, wood -frame houses. We understand that the City of Tukwila
1„u
6vile.tals regarding fill that may have 6c n placed on t o 3h�ite potential drainage problems accociated
with ground water. The City of Tukwila has required that the foundation and drainage issues be further
evaluated.
SCOPE
The purpose of our services was to evaluate the footing subgrade regarding suitability for support
of the houses and general site drainage issues. Our specific scope of services included:
1. Observe the condition of the fill and footing subgrade by excavating three test pits to a depth of 6.5
to 8 feet below the ground surface.
2. Based on our site observations, provide our evaluation of the fooring subgrade soil as to its ability
to provide firm and uniform support for the proposed buildings.
3, Based on our site observations, provide our evaluation of site drainage, and recommendations to
improve site drainage as appropriate.
Icicle Creek Engineers, Inc., Meadow Creek Professional Center, 22525 SE 64th Place, Suite 202, Issaquah, Washington 98027
Telephone: (425) 557.4368 Fax: (425) 557 -4369
Pzocotce
Paul Cameron
Tab Business Enterprises
September 16, 1999
Page 2
SITE CONDITIONS
SURFACE CONDITIONS
The subject properties include two vacant building lots located at 13030 (South Lot) and 13028
(North Lot) 32nd Avenue South in Tukwila, Washington. The ground surface across both properties
generally slopes downward from west to east at about 5 to 10 degrees (8 to 18 percent grade) and is covered
with grass. We understand that the lots were cleared and fill was placed on a portion of the lots. The
property is bordered to the north, east and south by existing single - family houses and on the west by 32nd
Avenue South.
Wet ground conditions were observed in the southeast corner of the southern lot and near the central
portion of the northern lot.
SUBSURFACE CONDITIONS
The subsurface conditions at the site were explored by conducting a geologic reconnaissance and
excavating three test pits in the general vicinity of the new houses. The test holes were excavated on
September 15, 1999 to depths ranging from 6.5 to 8 feet using a track - mounted excavator. A geotechnical
engineer from our firm continuously logged the test holes. Observations of the ground water conditions were
made as the test holes were advanced. Refer to the following paragraphs for relative locations and
descriptions of soils encountered in the test pit explorations.
Test Pit TP -1 was located in the southwestern portion of the North Lot. Test Pit TP -2 was located
in the southwestern portion of the South Lot. Test Pit TP -3 was located in the northwestern portion of the
North Lot.
Soil conditions observed in Test Pit TP -1 consisted of about 4.5 feet of fill consisting of medium
dense silty sand with gravel and medium dense coarse gravel. Underlying the fill, Test Pit TP -1 encountered
about one foot of soft peat (buried topsoil) underlain by native soil consisting of medium dense silty sand
with gravel to the completion depth at about 6.5 feet. Test Pit TP -2 encountered about 4 feet of loose to
medium dense silty sand with gravel (fill) underlain by about 1 foot of soft peat (buried topsoil). The buried
topsoil was underlain by native soil consisting of medium dense to dense sand to the completion depth of
the test pit at about 8 feet. Test Pit TP -3 encountered about 4 feet of loose to medium dense silty sand with
gravel (fill) underlain by native soil consisting of medium stiff to stiff silt with sand and thin layers of
medium dense to dense sand to the completion depth at about 8 feet.
Slow to moderate ground water seepage was observed in Test Pits TP -1 and TP -2 at a depth of 1.5
and 2 feet, respectively.
CONCLUSIONS AND RECOMMENDATIONS
FOUNDATION SUPPORT
Based on our site observations, the on -site fill is not suitable to provide adequate foundation support
for the houses. In addition, the fill is underlain by at least one foot of organic soil (buried topsoil) that is
compressible under foundation loads. The foundation for the houses must extend through the fill and buried
topsoil.
We recommend that the foundations for the houses be supported on conventional spread footings
founded either on medium dense to dense or stiff native soils, or on a zone of structural fill that extends down
to the medium dense to dense or stiff native soils. If used, the zone of structural fill should extend laterally
beyond the footing edges a horizontal distance at least equal to its thickness. The structural fill should be
compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). All footing excavations
Icicle Creek Engineers
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Tab Business Enterprises
September 16, 1999
Page 3
should be observed by a representative from our firm before placing structural fill or pouring concrete to
confirm that suitable bearing soils have been exposed.
The depth of embedment below the lowest adjacent finished grade for all exterior and interior
footings should be at least 18 inches and 12 inches, respectively. We recommend a minimum footing width Z
of at least 18 inches for continuous wall footings and 24 inches for isolated column footings. For footings
designed and constructed according to the above criteria, we recommend an allowable soil bearing pressure w
of 2,000 pounds per square foot. This value applies to the total of all dead plus long -term live loads,
exclusive of the weight of the footing and any overlying backfill. This value may be increased by one -third v0
when considering wind or seismic loads. vi 0
We expect that many of the footings will be supported on the native soil. Although the native soil J
is normally relatively strong in a fresh and undisturbed condition, it is moisture- sensitive and can be co u
expected to soften easily when exposed to moisture and foot or machinery traffic. During wet weather, it to O
may be necessary to protect the footing excavations against disturbance by using a thin layer of crushed rock E
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The settlement of footings supported on the medium dense to dense or stiff native soil, or on = d
structural fill placed and compacted in accordance with our recommendations, is expected to be less than 1-- w
1 inch. Settlements will occur rapidly as loads are applied and postconstruction settlements should be minor. Z
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TEMPORARY DRAINAGE MEASURES
Ground water seepage was observed in the test pit explorations and on the surface at the fill and v
native soil contact. We understand that a portion of the existing fill will be graded (cuts of up to 5 feet) to
provide a level building surface. The contractor should be prepared to deal with ground water seepage
and collect subsurface water during grading in this area.
PERMANENT DRAINAGE MEASURES
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during grading. Appropriate surface swales, French drains and other facilities should be installed to control F
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It is very important that appropriate permanent drainage measures be provided for the project. In
our opinion, these drainage measures should consist of a combination of footing drains and French drains.
Also, surface runoff should be adequately handled.
Footing Drains
Footing drains should be provided for the exterior footings of the houses. These drains should
consist of a 4 -inch- diameter rigid, perforated drainpipe installed at the outside base of the perimeter footing.
The perforated drainpipe should be embedded in a zone of coarse sand and gravel containing less than
3 percent fines. At appropriate intervals such that water backup does not occur, the drainpipe should be
connected to a tightline system leading to a suitable discharge.
rs
French Drains �>
A system of French drains may be designed and installed in landscaped areas to provide drainage.
Without this system, these areas may be intermittently saturated during the wet season.
The French drain trenches should be at least 24 inches wide. Where possible, the trenches should
penetrate through the upper pervious soils and extend into the underlying less permeable soils. The base and
sides of the French drain trench should be lined with nonwoven filter fabric such as Mirafi 140N, or equal. ; j,
Pit
4 � 1at
Icicle Creek Engineers
D �0�� ♦ 0356001/091699 �,v ` ;�,
Paul Cameron
Tab Business Enterprises
September 16, 1999
Page 4
No fabric should be placed over the top of the trench backfill. It is important that the filter fabric not be
placed in a muddy trench to avoid filling the pore spaces with mud and plugging the fabric.
All French drains should be composed of a zone of clean free - draining coarse sand and gravel
containing less than 3 percent fines. Smooth- walled perforated drainpipe having a minimum diameter of
4 inches should be embedded within this zone of coarse sand and gravel. The drainpipe should be installed
with the perforations "down" and should be sloped to drain. At appropriate intervals, the perforated
drainpipe should be connected to a tightline leading to the stormwater collection system for the site.
Cleanouts should be installed at appropriate intervals.
Other Drainage Considerations
We recommend that the ground surface be sloped away from building areas to permit drainage away
from the foundations. We recommend that all roof drains be connected to a tightline leading to the storm
sewer system. This tightline should be independent from the underslab and footing drains.
We trust this information meets your present needs. If you have any questions or if we can be of
further assistance to you, please call.
Document ID: 0356001.LET
Two copies submitted
Icicle Creek Engineers
* * * * * * * * * * * * * * * * * * *
Yours very truly,
Icicle Creek Engineers, Inc.
I 0 -(//14.-
Robert A. Ross, E.I.T
Staff Geotechnical Engineer
Brian R. Beaman, P.E.
Principal Engineer /Geologist
Dx000$Iot
0356001 /091699
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20010530001354
, 07/2:3/2001 15:07 URL VUE SEWER DISTRICT -m 4313E55
VAL VUE SEWER WSTRICT
6 MILITARY ROAD SOUTH
P.O. SOX 89660
E. WASHINGTON 98180
(206) 2424236
AND
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S •7
TWO PARTY
'5 •
DECLARATION OF EASEMENT FOR SIDE SEWER
WHEREAS, THIS AGREEMENT, made this . 17 day of May
OWNERS NAME Tab jnterprise
Owners of the following described real property situated in King County, Washington, to -wit:
1302$ 32nd Ave S TL #735960 -0440 Lots 5 -6 BLK 5 Robbin Sprine Brook S 2/3 of lot 5 TGW
N 2/3 of Lot 6
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RECEIVED
JUL 23 2001
P B L I CW LA
2001, betwee ARKS
S 1 /3
of Lot 6TQW all Lot 7
is desirous of establishing a side sewer easement for the bene fit of each of said properties.
WITNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby
effs agreed by the above party as follows:
1st - A side sewer shall be constructed as follows: (See attached legal description of location of
o easement) 5' (2.5" on each sjde) St ttina at Ei point along East property line of Lots 5 & 6 30' North ofag
property corner. Thence NW to a point along S property line 25' W of SE property corner thence W 20'.
N 2nd - There shall be, and each party does grant unto the other, an easement 5
feet wide for sewer along the line as constructed for the use of said properties and for the purpose of
constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and
lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress
therefrom for the purpose of enjoying the easement, and also wanting to each party and to those acting under
or for each party the use ot'such additional area immediately adjacent to the above easement as shall be
required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to
a minimum necessary for the purpose, and immediately a.tler the completion of the construction and
installation, or any subsequent entry upon the easement, the responsible party(s) shall restore the premises as
near as may be to its condition immediately before such construction or entry.
3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as
follows: As tr4L}ptlly agreed
4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common
shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part
of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties
to this agreement shall have a right of entry for that purpose.
5th - This agreement shall be a covenant running with the land and shall be binding upon all parties,
their heirs and assigns forever.
iN WITNESS WHE' ' OF we hereunto set our hands and seals the day and year first above written.
l"t SO -L6 & il
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NO.120 D01
_XCIEE TAX NU( iiEQUiRED
Kind Co. Reeorda Dlvii lon
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A 07/23/2001 15:07 UAL UUE SEWER DISTRICT 4 4313665
Page 2
STATE OF WASHINGTON )
) SS
COUNTY OF KING ) ��
This is to certify that on this VO day of t a before me, the undersigned, a Notary
lic in and for the State of WaslAngton, duly�commissi od a wo , psoonallr
a S. nennitr45 — �vs us
(AND)
to me known to be the parties who execu the within instrument, and acknowledged to me that
khe 1 signed and sealed the same as ( hcj . his. her ) free and voluntary act and deed for the uses and
purposes therein mentioned.
WITNESS T, ' ' ii. ay and year , this certi fie a first above written.
and o r
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I .i.
Notary Pu ,' c in an
Washington, residing at
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
This is to certify that on this day of , 19_,_, before me, the undersigned, a Notary
Public in and for the State of Washington, duly commissioned and sworn, personally came
(AND)
to me known to be the parties who executed the within instrument, and acknowledged to me that ( they. he,
she 1 signed and sealed the same as ( their, his. her) free and voluntary act and deed for the uses and
purposes therein mentioned.
WITNESS my hand and seal the day and year in this certificate first above written.
Notary Public in and for the State of
Washington. residing at
D oo "08
NO.120 D02
,-- Aroerr"•s1etrerevete! . ►`AIMgere±!!t°'�',7 11
Prepared by: James Wilson
Project No: 0356 -001
Date: 12/08/00
Signature: % . J/�
�/J
Location: 13028 - 32 Avenue South, Tukwila,
Washington
Arrival: 0950
Weather: Cloudy, 40s
Owner: Tab Enterprises
Departure: 1050
Reviewed by: Brian Beama�r���ll!�
Client: Same as owner
Page: 1 of 1
Report No: 3
Distribution: Earl Soushek, Tab Enterprises
Attachments: Site Sketch
Dec -22 —O0 02:20P Icicle Creek Engineers
Icicle Creek Engineers
425 557 -4369
J
- Daily Field Report
P.02
James Wilson of Icicle Creek Engineers, Inc. (ICE) made a site visit to observe excavation of footing subgrade for a planned house
at 13028 - 32" Avenue South in Tukwila, Washington. ICE previously conducted a geotechnical study of the site (including a
second building lot south of the subject lot); the results are presented in our report dated September 16, 1999. This building site is
being used for a constructed house that is being moved onto the site.
At the time of our site visit, the foundation for the house had been excavated, filter fabric laid down, and crush rock was being
dumped and graded. A site sketch is attached showing the configuration of the excavation area. Based on our observations, the
soils observed in the excavation are consistent with our observations of test pits conducted in the house area during our September
1999 study. Soils consisted of 2 to 4 feet of fill (loose silty sand with gravel and variable amounts of roots and wood debris
underlain by a dark brown to black organic silt with roots (buried topsoil). Underlying the fill and topsoil, we observed silt and
silty sand with variable amounts of gravel (native soil).
During the site visit we met with Logan of Tab Enterprises. Logan provided information about the preparation of the foundation
subgrade. The foundation subgrade for the south portion of the house had been prepared by excavating about six feet of fill and
native soil (refer to sketch). The northern portion of the foundation area is an old roadway graded about two feet higher than the
southern portion. Filter fabric had been placed on the native soil in the shape of the foundation footprint. A trtnch (one foot deep,
four feet wide) was excavated from the center of the eastern portion (the low point) of the foundation footprin and leads in a
northeasterly direction away from the lot. The trench was lined in filter fabric; a four -inch pipe was placed in tote center, overlaid
by more filter fabric, and back filled with two to four inch "rushed rock.
At the time of our visit work was continuing on the construction of the rock pad. We were able to use a''Va -inch diameter steel rod
to probe through the in -place two to four inch crushed rock, at the edges, and into the subgrade. Probing indicated that south
portion of the foundation was underlain by about 6 to 8 inches of disturbed soil that grades to firm, native soil. Probing of the
north portion of the foundation and the drainage trench indicated that north portion of the foundation area is underlain by firm
native soil.
At 1045 Earl Soushek arrived on site and we briefed him on our observations. Mr. Soushek indicated that he will have at least two
feet of two to four inch crushed rock on the southwest corner and over three feet at the northeast corner on co.npletion of grading
and compaction. We then observed over two feet of crushed rock added to the southwest corner and heavy equipment operate on
the center portion of the of the rock pad. Based on our observations, it is our opinion that the foundation is being prepared in
general accordance with our recommendations provided that the foundation area is completely covered with at least two feet of
crushed rock (the crushed rock placement was not complete at the time of our site visit).
boo sot
Icicle Creek Engineers, Inc., Meadow Creek Professional Center, 22525 SE 64th Place, Suite 202, Issaquah, Washington 98027
Telephone: (425) 557 -4368 Fax: (425) 557 -4369
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20010816002123
Return Address:
CITY OF TUKWILA
G�2 Office of the City Clerk
6200 Southcenter Blvd.
Tukwila, WA 93133
(206) 433 -1300
CO Document Title(s):
.
Parties:
Last First Initial
Company Name fit' business)
23o - 2,? / 5
Address
City
CITY OF TUKWILA
DOCUMENT RECORDING
COVER SHEET
20 010816002123
State
('/ f/' , •c - R
-RECEIVED
,AUG 2 0 200
TUKWILA
PUBLIC WORKS
co 6
Property Description: P74 'r_ 7
RAveiv Cf zor l ( .Pre/3/4' . <fX'li = fl/ffJ ,9/.?D. / 7 ei-CGC
S TU.<1,/ /1�; r?eCCPDit/6 flr?1 Y- r cf ,2`2cD ✓ c / - /57
Assessor's Property Tax Parcel /Account Number(s):
735 %co y'5
7359C-co y s'o
EASEMENT
THIS AGREEMENT, made this 14th day of August, 2001, by and between Americon
Inc., a corporation of King County, Washington, hereinafter termed "Grantee" and
Americon Inc. hereinafter termed "Grantor";
WITNESSET
Grantor, for valuable consideration, does by these presents grant unto the Grantee a
perpetual construction and maintenance easement through, over and across the property
described and shown on Attachment A which property is situated in King County,
Washington. The purpose of the Easement shall be for maintenance of a storm
drainage pipe facility and appurtenances. Grantee and subsequent property owner of
Lot 5 of Robbins Spring Brook Add., Plat Block 5, Tukwila, according to plat thereof
recorded in Volume 16/57, shall have the right, without prior institution of any suit or
proceeding at law, at times may be necessary, to enter upon said property, for the
purpose of constructing, repairing, altering, monitoring, maintaining, replacing or
reconstructing storm drainage facilities deemed fit or necessary by the Grantee for the
purpose of making any connections therefor; provided that such constructing, repairing,
altering, monitoring, maintaining, replacing or reconstructing of said facilities shall be
accomplished in such a manner that the private improvements existing in this easement
shall not be disturbed or destroyed, or in the event they are disturbed or destroyed,
they will be replaced in as good a condition as they were immediately before the
property was entered upon by the Grantee. The Grantor shall retain the right to use the
surface of said easement, so long as said use does not interfere with the constructing,
repairing, altering, monitoring, replacing or reconstructing of the facility and so long as
no permanent buildings, structures or improvements are placed on said easement. This
easement shall be a covenant running with the land and shall be binding on the
successors, heirs and assigns of both parties hereto.
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GRANTEE:
GRANTOR:
By
Americon Inc.
Americon Inc.
DATED this 14th day of August, 2001
STATE OF WASHINGTON)
): ss.
COUNTY OF KING
I certify that I know or have satisfactory evidence that fir AI. .So:„s/1 k is the
person who appeared before me, and said person acknowledged that ashe) signed
this instrument on oath stated that (t 'she) was authorized to execute the instrument
and acknowledge it as the representative of Americon Inc. to be the free and voluntary
act for the uses and purposes mentioned in the instrument.
WITNESS my hand and official seal hereto affixed the day and year first above
written.
DATED: 4acicc5f lV 20o/
J
L24.a. LL , A -C.c
NOTARY PUBLIC in and for the
State of Washington,
residing at /eY, ,
My appointment expires: 6 - I6 - O'
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Property Description
Easement
Easement Location
5
IZ2.32
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EXHIBIT A
Parcel Number 7359600445 which includes lot 7 and the southern 16.63
feet of lot 6 of Robbins Spring Brook Add., Plat Block 5, Tukwila,
According to plat thereof recorded in Volume 16 /57.
15' X 40' Stormwater Utility Easement as shown below.
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FROM : TAB— ENTERPRISES FAX NO. : 4254326696 Jun. 05 2001 10:42AM P1
26/25/2001 12:17 L L 5_WE1 ...11 1 4 ;1•1s :. .1Se'br_' w 'U 5UJ L L L
VUE SEWER DI TRICT
14131d MILITARY ROAD SOUTH
P,O. SOX 6Ee60
SEATTLE, WASHINGTON Q816$
MOM 242'3236
TWO PARTY •
DECLARATION OF EASEMENT FOT SIDE SEWER
WHEREAS, THIS AGREEMENT, made this ,11 der of „_ 2001. between
OWNERS NAM F.,,,�i 1 tejpriee
Owners of the following described real property situated in King County, Washington, to -wit:
. - - - obbin Spring Brock S 2/3 of lot S TOW
N 2/3 of Lot 6
AND
1 V0 0 32 " Ave ST. 07
of Lot 6 TQW all Len 7
is desirous of establishing a side sewer easement for the benefit of each of said properties.
WITNESSETK: That for and in consideration of the mutual covenants herein exprrssed, it is hereby
agreed by the above parry as follows:
1st - A side sewer shall be constructed ea follows: (See attached legal description of location of
saaemaal) 5' f2.5" an each tidal Starting at e point along F set oreeartur line of Lots $ 6t 6 30' North of $
property corner. Thence NW toe eoir.r alone S nroeartv W R«g property nor thence W 20'
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• ,• .
2nd - There shall be, area each party does grant time the other, an easement 5
feet wide for sewer along the line as constructed for she use of said properties and for the purpose of
oenstrucring, installing, reconstructing. replacing, repairing. maintaining end operating a sewer pipeline a id
tines and all necessary connections and appurtenances thereto. together with the right of ingress and egress
diercfrom for the purpose of enjoying the easement. and also granting to each party and to those sating under
•er for each party the tiss of such additional area immediately adjacent to the above easement as shall be
•taquirez for the construction of the sewer pipeline or lines in the easement, such additional area to be held to
t. minimum necessary for the purpose, and immediately after the completion of the construction and
installation, or any subsequent entry upon the easement, the responsible perry(a) shall restore the premises as
ewer is mpy be to its condition imrrlediately befbrs such construction or entry.
.1rd - The cost of construction or Said sewer shall be borne by the owners of the said properties as
follows: As mutually agreed
ath - The Cost of maintenance, repair or reconstruction of that portion of the sewer used in common
shell be borne in equal shares, except that the owners of arty lower parcel shall not be responsible for the part
of the sewer above their connection: and when necessary to repair, clean or reconstruct the sewer. the parties
to this agreement shall have a rigid of entry for that purpose.
5th • This agreement shall be a oovenant running with the land and shall be binding upon all parties.
their heirs and assigns tbrever.
' IN WITNESS WH : OP we hereunto set our hands and seals the day and year first above written.
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FROM : TRB- ENTERPRISES
TAB Enterprises
A Division of Americon, Inc.
TO:
OF: C r. s#' T tl, ti
FAX (59t)1) `' I -
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FAX TRANSMITTAL, SHEET
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Additional Comments:
FAX NO. : 4254326698 Jun. 05 2001 10:41AM P1
23020 SE 212 » Street, Maple Valley, WA 98038
Phone: (425) 432 -2444 ♦ Fax: (425) 432 -6698
FROM: SCU.LL
�
DATE: (11S)D1
RE: Q Pt•Se d
b000eliot
This fax transmission is CONFIDENTIAL.
If you are not the intended recipient, please discard and call (425) 432 -2444.
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THE SOUTH 2/3 OF LOT 5, AND THE NORTH 2/3 OF LOT 6, BLOCK 5, ROBBINS =.
SPRING BROOK ADDITION TO RIVERTON, ACCORDING TO PLAT RECORDED IN I- w
VOLUME 16 OF PLATS AT PAGE(S) 57, RECORDS OF KING COUNTY, WASHINGTON. re 2
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(ALSO KNOWN AS LOTS B AND C OF UNRECORDED KING COUNTY LOT LINE
ADJUSTMENT NO. 1285069.)
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(ALSO KNOWN AS LOT D OF UNRECORDED KING COUNTY LOT LINE ADJUSTMENT NO. ! Z
ARCEL B:
THE SOUTH 113 OF LOT 6, AND ALL OF LOT 7, IN BLOCK 5 OF ROBBINS SPRING
BROOK ADDITION TO RIVERTON, ACCORDING TO PLAT RECORDED IN VOLUME 16 OF
PLATS AT PAGE(S) 57, RECORDS OF KING COUNTY, WASHINGTON.
1285069.)
�-- t3°30 3a•d ,Q
EXHIBIT "A"
September 20, 2002
Deena E. Fuller
CBIC Insurance
1213 Valley Street
PO Box 9271
Seattle, WA 98109
RE: Release of Bond
Bond No. LB6800
Dear Ms. Fuller:
City of Tukwila
This letter hereby authorizes the release of the bond referenced above in the amount of $27,500.00 for
the improvement/construction cost for the relocation of the single family residence at 13028 — 32nd
Avenue S, Tukwila. I have enclosed a copy of the bond for your reference.
If you should have any questions, please contact our office at (206)431 -3672.
Sincerely,
Brenda Holt
Permit Coordinator
encl
xc: File No. D2000 -108/
Earl Soushek
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
.OWVONUAMW1 Ctgl WWWSW111v1 fs!..mnrmar....r ve,s stVSSMI«rwvok•IV s~PIAA+54!NMY RIVASSI rIMIN .`aMoIIIWMatteMmmMrgd!
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RNA OF DEVB.OPMENT: I Eo-Ierptl.sec DATE: / 0 i 3 /60 0
OEVELOPMENTADDRESt I Q a . PERMIT NO.: 0 up" — D
CASH ASSIGNMENT iils TEL NooL) u/ 2.. 2)
SHALL SE REFUNDED
BY IAAILING TO: ADDRESS: 2,o 2..o S E 772. 0
(please print) CrIVSTATE/211 e lip li / W 6 7D a
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V•11•11•1111■•••■•••••■•■•■■••■■■ 4•••••••••■■.........■.
As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of •
• $_____,22Sia,2 ($150% of value to complete work described atdve) and attach supporting
docurrientatiOn tor value ot work. twill have this work carried out and call for a final inspeCtiOn by This (tete:
L_LL.._ / fa I, or risk having the City use these funds to carry out the work with the own contractor or
(n manpower, If I fail to carry out the work, I hereby authortze the City to go onto the property to carry out
completion of the above deficiencies. I further agree to complete all work ha :d abo : 'nor to requesting inspection and
release of these hinds.
SIGNED:
TITLE: r eSe 414:1
4.
OCT 02 '00 0c1:20AM TUYAILP EICD/PW
t7 V .. SIP
AIA V:
SIGNED:
AMOUNT: it Z.1k
CASH (E EQUIVALENT
L-13 &SD°
CITY RECEIPT NO. r 1 ,
CASH EQUIVALENT- LETTER AUTHORIZING RELEAs
CASH CITY CHECK NC,
Upon =piston througn Section 2, Finance personnel shed'
send copies to: -Developer
- Finance Department
- Permit Coordinator. DCD
THIS FUND IS A
DEPARTMENT HEAD:
DEPOSED THIS DATE;
RECEIVED EY:
AMOUNT:
RELEASED EY;
et.
City of Tukwila
DEVELOPER'S PRO, :CT WARRANTY
REQUEST FORM
•
!,
4,-"!!Y; • `.■IA .1.1
72 HOUR NOTIFICATION FOR
INSPECTION AND RELEASE OF FUNDS
DEVELOPER REPRESENTATNE:
CHECKED BY:
M work identified in Section 1 of this form has now been completed
and returned to department which authorized warranty. I hereby
request inspection and release of my cash/cash equivalent,
I have reviewed
authorize the tel
AUTHORIZED BY:
DATE:
.ve work trid found it acceptable and therefoie
casb as ignment.
EPARTmF_NT:
.T ...t; '416=Will-741'14%-ft•
.; •N) "tarPIPpakill,
.ar
•
21500 —
RELEASES THIS DATE: 9 4D-0
41:
Upon completion of entire form, Snance personnel ehall
send copies to: - Developer
- Finance Department
— Permit Ccoreinator, DC.*
ORM L BE CCSPTED.
....■•■•■•••
,FINANCE DEPT.
MI=
BONDS
INSURANCE
Bond No: LB6800 PREMIUM: $825
KNOW ALL PERSONS BY THESE PRESENTS, That we,
AMERICON, INC., DBA: TAB ENTERPRISES
called the Principal, and CONTRACTORS BONDING AND INSURANCE COMPANY, a Washington
Corporation, called the Surety, are held and firmly bound unto
CITY OF TUKWILA
called the Obligee, in the sum of
Twenty Seven Thousand Five Hundred and 00 /100 Dollars
($ $27,500.00 ), for the payment thereof said Principal and Surety, bind themselves firmly by
these presents.
WHEREAS, Principal is developing a certain tract of land in 13028 - 32ND AVE., S.
described as
SINGLE FAMILY RESIDENCE LOCATED AT 13028 - 32ND AVE., S.
;and
IMPROVEMENT /CONSTRUCTION COST FOR THE RELOCATION OF THE SINGLE
FAMILY RESIDENCE AT 13028 - 32ND AVE., S.
WHEREAS, as a precondition to approving the plat, Obligee requires that Principal make those improvements as
more particularly set forth in
CORRESPONDENCE DATED 09/28/2000 FROM CITY OF TUKWILA.
(hereinafter referred to as the Improvement Specifications)
NOW, THEREFORE, the condition of this obligation is such that if the Principal shall construct the improvements
described in the Improvement Specifications on or before OCTOBER 2ND , 2002 (or
within such further extensions of time that shall be granted by Obligee in writing and consented to in writing by
Surety), then this obligation shall be void, otherwise to remain in full force and effect. This obligation is subject to
the following conditions:
1. This bond runs to the benefit of the named Obligee only, and no other person shall have any rights under this
bond. No claim shall be allowed against this bond after the expiration of one year from the date set forth in the
preceding paragraph, or one year from the end of the latest extension of time consented to in writing by Surety,
whichever occurs last.
2. This bond is not a forfeiture obligation, and in no event shall the Surety's liability exceed the reasonable cost of
completing the improvements described in the Improvement Specifications not completed by the Principal, or the
sum of this bond, whichever is less.
This bond is executed and becomes effective this 2ND
AMERICON, INC., DBA: TAB ENTERPRISES
By
Its:
Principal
pre
PLAT BOND
WASHINGTON
By:
m!" r �!:�qr�. _^r�ac..�yty^•;va+,o».C!:� fir. >+x:rr;,.•na
DEENA E. FULLER
Home Office: Contract Surety
1213 Valley Street
P. O. Box 9271
Seattle, WA 98109-027
(206) 628-7200
(800) 765•CBIC
(206) 682 -1558 FAX
day of OCTOBER 2000
CONTRACTORS BONDING
AND INSURANCE COMPANY
MA-
Attorney -in -Fact
BndPLAH.0I- WA012495 o: \mis\create \bt000103 10.2.95
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INSURANCE
KNOW ALL MEN BY THESE PRESENTS that CONTRACTORS BONDING AND INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of Washington, and having
its principal office In Seattle, King County, Washington, does by these presents make, constitute and appoint DEENA E. FULLER, of Lynnwood, Washington, its true and lawful Attorney.in•Fact, with full power
and authority hereby conferred in Its name, place and stead, to execute, acknowledge and deliver on behalf of the Company any and all bonds and undertakings of suretyship given for any purpose, provided,
however, that noAttorney -in -Fact shall be authorized to execute anddelfverany bond or undertaking that shall obligate the Company forany portion of the penal sum thereof in excess of $6,000,000, and provided,
further, that no Attorney-In-Fact shall have the authority to Issue a bid or proposal bond for any project where, if a contract is awarded, any bond or undertaking would be required with a penal sum in excess
of $ 6,000,000; and to bind the Company thereby as fully and to the same extent as it such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary;
hereby ratifying and confirming all that the said Attorney -In -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions adopted by the Board of Directors of the
CONTRACTORS BONDING AND INSURANCE COMPANY on September 8, 1998:
RESOLVED that the President of the Company is authorized to appoint any person as the Company's true and lawful Attomeyin -Fact with power and authority to execute and deliver on
behalf of the Company any and all bonds and undertakings of suretyship given for any purpose, subject to such limits as shall be determined by the President of the Company; provided,
however, that no such person shall be authorized to execute and deliver any bond or undertaking that shall obligate the Company for any portion of the penal sum thereof in excess of
$10,000,000, and provided, further, that no Attomeyin•Fact shall have the authority to Issue a bid or proposal bond for any project where, if a contract is awarded, any bond or undertaking
would be required with penal sum In excess of $10,000,000.
RESOLVED FURTHER that the authority of the Secretary of the Company to certify the authenticity and effectiveness of the foregoing resolution in any Limited Power of Attorney is
hereby delegated to the following persons, the signature of any of the following to bind the Company with respect to the authenticity and effectiveness of the foregoing resolutions as if signed
by the Secretary of the Company: Donald Sirkin, Steven A. Gaines, John Pieprzny, John A. Alkire, John D. Minto, Marc A. Mrkvicka, Larry A. Byers, Dirk Muyskens, Brian Schick, and Eric
Sirkin.
RESOLVED FURTHER that the signatures (including certification that the Power of Attorney is still in force and effect) of the President, Notary Public and person certifying authenticity and
effectiveness, and the corporate and Notary seals appearing on any Limited Power of Attorney containing this and the foregoing resolutions as well as the Limited Power of Attorney itself
and its transmission, may be by facsimile; and such Limited Power of Attorney shall be deemed an original in all aspects.
RESOLVED FURTHER that all resolutions adopted prior to today appointing the above named as Attorneyin•Fact for CONTRACTORS BONDING AND INSURANCE COMPANY are hereby
superseded.
IN WITNESS WHEREOF, CONTRACTORS BONDINGAND INSURANCE COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 8th day of September,
1998. •••■■
AND 'h
s 00 RPORq T.,
SEAL n �
r 4 ov :'•.,1979. -* * ""
CONTRACTORS BONDING AND INSURANCE COMPANY
Steven A. Gaines, President
STATE OF WASHINGTON--COUNTY OF KING
On this 8th day of September, 1998, personally appeared STEVEN A. GAINES, to me known to be the President of the corporation that executed the foregoing Limited Power of Attorney and acknowledged
said Limited Power of Attorney to be the free and voluntary act and deed of said corporation, for the uses and purposes therein me . , .. . . I . •. r ed to execute the said Limited
Power of Attorney.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written.
Notary Public In and to of Washington, residing at Seattle
The undersigned, acting under : I t ority of the Board of Directors of CONTRACTORS BONDING AND INSURANCE COMPANY, hereby certifies, as or in lieu of Certificate of the Secretary of CONTRACTORS
BONDING AND INSURANCE COMPANY, That the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and does hereby further certify that the said
Power of Attorney Is still in force and effect.
GIVEN under my hand at
PoaDF01.03- US122899
Seattle, WA
Limited
Power of Attorney
, this 2nd day of October
OFFICIAL SEAL
MOLLY it HUDSPETH
Notary Public - State of Washington
Oh Calm issae EWtres 1.941
Home Office:
1213 Valley Street
P.O. Box 9271
Seattle, WA 98109 -0271
(206) 622-7053
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FROM : TAB - ENTERPRISES
FAX NO. : 4254326698 Nov. 07 2000 05:13PM P4
TAB Enterprises 23020 SE 272" Street, Maple Valley, WA 98038
Phone: (425) 432 -2444 • Fax: (425) 432 -6698
A Division of Americon, Inc.
Bid Proposal Z
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Client: Americon Inc Date: 11/06/00 rt g
Contact: Earl M. Soushek -J 0
Phone: (425) 432 -2444 o
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Address: 23020 SE 272nd Street Proposal #: P- 017-00 CO
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Maple Valley, WA 98038
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We are pleased to submit the following proposal for your project. This proposal is 2
valid for acceptance for 30 days from the date shown above. 15 a .
Scope of Work: Re- Construction of 13028 32nd Avenue S, Tukwila = w '
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Description Unit Price 121/
___
Cutting of Foundation Flat Rate 3,500.00 w w
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Pouring for Foundation Flat Rate 3,500.00 0 co,
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Cabinet Flat Rate 2,000.00 I v .
Remodel Carpentry Flat Rate 8,000.00 w z
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Power Flat Rate 1,000.00
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Roof Repair Flat Rate 2,000.00
Miscellanous Flat Rate 2,000.00
TOTAL: S 25,000.00
Exclusions: Any and all of the following items are excluded unless detailed above:
Sales tax, asbestos and /or lead surveys or abatement, any and all inspections, permits
or fees for inspections or permits, damage resulting form driveway ingress and egress,
and street cleaning. Any and all fees from third parties other than subcontractors or
vendors of TAB Enterprises. Traffic control, erosion control, construction fencing,
engineering, staking and layout.
Payment Terms: 100% due upon completion. Any balance carried over 30 days is
subject to 1.5% interest monthly.
Thank you for the opportunity to bid your project.
Earl M. Soushek
President
Accepted:
ACTIVITY NUMBER: D2000 - 108
PROJECT NAME: AMERICON HOUSE MOVE
SITE ADDRESS: 13028 32 AV S
DATE: 8 -20 -01
SUITE #
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # I After Permit Is Issued
DEPARTMENTS:
Buildi Division n
s-Z7 of
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUTING:
Please Route
CORRECTION DETERMINATION:
Approved
\PRROUTE.DOC
5/99
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Structural Review Required
Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 8-21-01
Not Applicable
No further Review Required
DUE DATE 9 -18 -01
Comments:
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (4 weeks)
Approved P1 Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments)
DATE:
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ACTIVITY NUMBER: D2000 -108 DATE: 8 -30 -2000
PROJECT NAME: AMERICON INC
SITE ADDRESS: 13028 32 " AVE S
Original Plan Submittal Response to Incomplete Letter #_
XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued
DEPARTMENTS:
Building Division n
Public Works
/pi Awe a -ti-co
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete
Comments:
TUES /THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved
CORRECTION DETERMINATION:
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Approved with Conditions
REVIEWER'S INITIALS:
Planning Division
n Permit Coordinator
DUE DATE: 8-31 -2000
Not Applicable n
No further Review Required
DUE DATE: 9-28 -2000
Not Approved (attach comments)
DATE:
DUE DATE
Approved Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
ACTIVITY NUMBER: D2000 -108
DATE: 5 -11 -2000
PROJECT NAME: AMERICON INC
SITE ADDRESS: 13028 32 " AVE S SUITE #
Original Plan Submittal XX Response to Incomplete Letter # 1
Response to Correction Letter # Revision # ` After Permit Is Issued
DEPARTMENTS:
Building Division �J
G
P b is Works
I 5 r1riu Qd 1— -oo
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUT G:
Please Route
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
Approved
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
CORRECTION DETERMINATION:
Incomplete
Structural Review Required
Approved with Conditions
Approved with Conditions
Fire Prevention si
wfp�. 5 • l0 -
Structural
•marr w.rruvs`aRxnrPax 1_•2Cri• _.an1,..<nvx. ,
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Comments:
REVIEWER'S INITIALS:
Planning Division
5 - Z 2- )
Permit Coordinator
No further Review Required
N
•
DUE DATE: 5-16 -2000
Not Applicable n
n
DATE:
DUE DATE: 6-13-2000
Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments)
DATE:
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D2000 -108
PROJECT NAME: AMERICON, INC.
SITE ADDRESS: 13028 32 AV S
DATE: 4 -14 -2000
XX Original Plan Submittal Response to Incomplete Letter #_
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Bui ding Division
dl/Aim zi-
Public Works
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Please Route n Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
Approved
CORRECTION DETERMINATION:
Approved n Approved with Conditions
REVIEWER'S INITIALS:
Y1RouIr.Doc
mn
Approved with Conditions
Planning Division
Permit Coordinator
DUE DATE: 4-18-2000
Complete n Incomplete � Not Applicable
Comments:
iM L€C, I Ati wv h4 4 -tc-ry (
TUES /THUU kOUTING:
No further Review Required
n
REVIEWER'S INITIALS: DATE:
DUE DATE 5-46-2000
Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
DUE DATE
Not Approved (attach comments) n
DATE:
Revision
No.
Date I
Received I
Staff
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PROJECT NAME: A6w\efIC I VAL I4OUSe Move PERMI 10 :.. D 2 ( : ) 0 0 — '
Site Address: 1 g 3 AV So . Original Issue Date:
REVISION LOG
tplease print)
(please print) -
(please print)
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City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite .100
Tukwila, WA 98188'
(206)431 -3670
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Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: A 116.41-'27" 24, 2,OO I Plan Check/Permit Number: t? 2.000 - 10 v 1
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
g Revision # ( after Permit is Issued
Project Name: L i-OCA - 1 Ot )
Project Address: (? "�. 1 ; 4t.I • : ,
Contact Person: SOUS t €K Phone Number: =(' =S) 4 • 7-
Summary of Revision:() 'T Q2. •I - E1,0-i c� (= I? �'E L, SSTP- OC(ue.x
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08/30/00
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RECEIVED
CITY OF TUKWILA
PERMIT CENTER
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Contact Person:
Summary of Revision:
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188'
(206)431 -3670
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through the rnail, fax, etc.
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❑ Response to Correction Letter #
Revision # I after Permit is Issued
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RECEIVED
CITY OF TU KWILA
PERMIT CENTER
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Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: CJ laci /co
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
Revision #
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
FirttPttra
t-nY OF ruKwjLa
AUG 3 0 2000
PERMIT CENTER
Project Name: AMERICON INC
Project Address: 13028 — 32 Avenue S
Contact Person: Earl Soushek Phone Number: 4 1 25 - I32-
Summary of Revision: 5`Z(�c.-NN P -/1113 Pv( F - P RoP (
Old I ram To THE N v i JT'H _ P 1 F) S E s
after Permit is Issued
Plan Check /Permit Number: D2000-108
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: t . VY1 L
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City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: " 1 c1. LI , 2- Plan Check/Permit Number: D2000-108
• Response to Incomplete Letter # 1
❑ Response to Correction Letter #
El Revision # after Permit is Issued
Project Name: AMERICON INC
Project Address: 13028 — 32 Avenue S
Contact Person: Earl Soushek Phone Number:
Summary of Revision: -k €Y U. '1 Vol YYvzJYI.O (& i kQ_ct
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PERMIT CENTER
Sheet Number(s):
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04/ 1 9/00
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April 19, 2000
Earl Soushek
23020 SE 272nd Street
Maple Valley, WA 98038
City of Tukwila
Department of Community Development Steve Lancaster, Director
RE: Letter of Incomplete Application #1
Development Permit Application Number D2000 -108
Americon Inc
13028 — 32nd Avenue S
Dear Mr. Soushek:
This letter is to inform you that your revision to your permit application received at the City of Tukwila
Permit Center on April 14, 2000 is determined to be incomplete. Before your revision to your permit
application can begin the plan review process the following items need to be addressed.
Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions
regarding the attached.
The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate
revision block. If your revision does not require revised plans but requires additional reports or other
documentation, please submit four (4) copies of each document.
Steven M. Mullet, Mayor
In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I
have enclosed one for your convenience. Revisions must be made in person and will not be accepted
through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206)431 -3672.
Sincerely,
Brenda Holt
Permit Coordinator
encl
File: Permit File No. D2000 -108
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
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TA B Enterprises
A bivision of Americon, Inc.
April 13, 2000
City of Tukwila
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
RE: Permit Application for 13028 32 Avenue South, Tukwila
To Whom It May Concern:
':,
April 13, 2000
City of Tukwila
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
To Whom It May Concern:
I have contracted with Americon, Inc./TAB Enterprises to move a house from 15812 0 Avenue
South, SeaTac to 13028 32n Avenue South, Tukwila
The house will be moved in two pieces and all required permits will be obtained.
Please feel free to call me if you have any questions or concerns.
Since>gely
Glenn Cook
Redmond House Movers
PO Box 1659
Duvall, WA 98019
cc: Earl M. Soushek, Americon, Inc.
RECEIVED
CITY OF TUKWILA
APR 1 4 2000
PERMIT CENTER
Pz000 es
I understand that any remodel work, or additions to the structure, will
not be allowed unless shown in detail on the approved plans.
OWNER'S STATEMENT
I also understand that I cannot move the building into or within the city,
or start construction or land clearing at the new site, until the proper
permits have been approved and issued.
Lie
Owner's Signature Date
FOR OFFICE USE ONLY
PERMIT #
RECEIVED
CITY OF TUKWILA
APR 1 4 2000
PERMIT CENTER
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September 28, 2000
CBIC
1213 Valley Street
Seattle, WA 98109
ATTN: Deena
RE: Bond Requirements
Sincerely,
Brenda Holt
Permit Coordinator
xc: File No. D2000 -093
File No. D2000 -108
City of Tukwila.
.
SENT VIA FAX
206 - 382 -9623
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PUBLIC VI ORKS PROJECT REVIEW COMMENTS
Project Name: hmeriCDVI Inc 10 e4.0 SF P
Location:
File #:
Action:
Date:
1302$ 32nd Ave. S
D 2oon- IDS
deii
"I25 /2ooa
Reviewed By: JDR'IJ,&) A � &NC1`,
PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION
CODE REQUIREMENTS COMP PLAN CIP
OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS
RFA WD 125 VAL -VUE
PW STANDARDS PRE -APP PROBLEM AREAS
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Memo
To: Brenda Holt, Permit Coordinator
From: Ken Nelsen, Plans Examiner
Date: 04/19/00
Re: American Inc. House Move Building Permit # D2000 -108
• Page 1
Tukwila Building Division
6300 SouthCenter Blvd.
Tukwila, WA 98188
206 - 431 -3670
The Subject application has been deemed incomplete be the Building Division for the
following reasons.
1. Tukwila Building Inspectors inspection report of the subject house has not been
provided. Any special instruction from the Inspector should be noted on the plans.
2. Specific plan details for the houses perimeter connection to the new foundation are
not provided.
3. The reconnection of the garage to the house are in a narrative note and does not
include a foundation. Because this connection is for a floor and roof - bearing load, full
plans and details are required.
4. The direction, size, and span of the existing floor joist must be shown on the plans.
The foundation plans must include mid joist footings. Also new framing support
beams, posts, dimensions and detailed connections need to be on the plans.
5. The existing garage opening must be upgraded to provide a seismic brace wall
design on the plans.
6. The foundation plan does not show; a) steel reinforcement, b) length of anchor bolts,
c) 2 "x2" square washers on anchor bolts, d) crawl space ventilation, e) crawl space
access, f) ground vapor barrier.
7. Any insulation, ventilation, smoke detector, and other shell required upgrades must
be noted on the plans.
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— 06/25/99 00:49 FAX oaf 9, 1744
CITY OF rUKWILA
Permit Cent's
8300 Southwwntw Boulevard, Sulto 100, Tukwila', WA 98188
r&l phon (206) 481 -3870
Certificate of Water Availability
PROJECT
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Nnr: I A , r I ipIoh d t' ' .11);u .ur('
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Area la ;served (Weal UV' distrticr .
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Address: str ;z' /�,�-
Phone: 2 - hr32- ,Z 4
This • is for purposes of:
❑ Preliminary Net 1 Short Suodivlslor
0 COmnrcialtintitietrill guilditz Lewitt ❑ Fluor* ❑ Other
`itslmatsd cumber of service connections and meter otre(e):
Vehicular
fallesloentiel Guiding Permit
from nearest hydrant to the closeet point of structure
The n*poaad project M located within
Ditto: �
6/n
improVefliertte rsatiked to upgrade the water system to bring it irto compliance with the utliitiae' c ar, rehensive
plan or to meet the rrlinirrum flow t'souirements of the project before connectiorr
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KTRAVAr1..DOC Q►?l9d
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SC weal Di S.125
(Riqultwd only If outside Gty at Tukwila waiter utility dlst riot)
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Biased pen the Imprmyerrlenits listed above, water can be provided arid w'II be syllable al -he Kira w•th s low or
pm si !0 pal residual for a duratior of 2 hours at a velocity or_ At fps as documented by the
bongo that fhe avow filbrrritlo !s we uwcorna
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Water Avalablity! Q Acceptable service can be provided to this project
❑ Axeptable se1V1011 Cannot be provided to this project unless the improvements in item '; 2 ere me :.
L7 Sysbrn Isn't capable of providing servlce to this project. !�
Mlnimurnwater mien, improvements: (At hut equal to B2 above)
RECEIVED
'+v OF TUKWILA
JP 1 Li 2000
E --1;v1 CENTER
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JUL 06 '9a BeiS3 V 'UC SDttR DISTRICT
'WORK("' TOWARD A UTTER CRWRON11N7
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SEWER DISTRZCr
NM Wary Rood south
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Phone: (200) 44242 11
Par (x081424$27
CEPTII tcArr OF SEWER AVAILAt311 Av AIL AWL IT
y Purpose of Certlftcate:
( Building Permit .3 Preliminary Plat or PUD 0 Other
0 Short Subdivision 3 Ratans
a of Sewer Availability OR O Cer'tificats of Sewer Non -A
Pro Use:
MI Residential Single Family 4 Residential MuIb.Famtfy Q1 Commercial a Ottr.r
R To L3■• C.(wrolilf.rt by t, :.•r r Agency)
Applicants Name: 1 W r ti'.OI/ phonic 4L5- 432.— 2444
Property Address car Appraadm to Location;
t 30 i.S — 32 AV, S
Legal Desotiptton(Atach Map end Lepe1 Description If necessary):
1..th s , WIC 5 Rb n'i r 7 Brook, .
S 3 ' c L.04- 76L4.) c N r�r Lc+ (
1
1 Cr ▪ a. Sewer 4.rvio• wild be provided by side sever connection only to an eliding !4 airs sower
641 fgat.tbsrMh• site and the sewer eyatem has the capacity to serve tM proposed lase.
OR O h. ;swat service will require an improvement to the sewer system or:
O (1) - . ... feat of sewer trunk or lateral to reach the eke; and*
t 1 i2) the construction of a collection system on the slat and/or t
Q (3) other (cOsci b., ::
2. (Met be campleted If t.b above is cheekedd)
0 e. The sewer system improwment is In conformance with a County approved sewer comp elrert*Na
p(anl
OR (] b. The sewer 'Went improvement mill require a sewer cattdprehsnutw pen amendment.
3. e, The proposed project is within the corporate *Me of tha District, w has been granted DitounderY
Review Board approval for ',tension of service outside the District of My.
OR 0 b. Annexation or ORS approval will be necessary to provide a.Mce.
4, Service le sutlectto the following:
a. District Connection Charges due prior to connection:
OD
Q C: $ .' SFC: i?4�,+-w UNIT: $ TOTAL: $ X1 . 01)
(subbectto Change on January tan ,
King County/METRO Capacity Charge: Currently, $1C9O/re.idanilal equivalent, wal be billed dtr.atly by'
King County after connection to the sewer system. (Subject to change by KM Co/Metro without
notloe.)
b. Esssrnents: g R.quinrd ❑ Mrty be Required
c. Other:
RECEIVED
OF TUKWILA
veebv 2 142100
,' 4MV GE t4TER
•
F625- 052.000 (8/97)
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
RE.GI$T` . # ' •, p EXP . DATES
z,CCO1 , TABEN *, *.;04185 01/18/2001
EFFECTI •01/25/1996
TAB-ENTERPRISES
23020 SE 272ND
MAPLE VALLEY WA 98038
F625- 052.1170 18197)
c
Dwelt And Display Certificate ---'" —,
Dwelt And Display Certificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 TABEN * *041B5 01/18/2001
EFFECTIVE. DATE 01/25/1996
TAB ENTERPRISES
23020 SE'272ND
MAPLE VALLE ?t WA 98038
Signature
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
______
FIECEIVED
CITY OF TUKWILA
APR 1 4 2000
PERMIT CEl i IEVi
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
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LICENSE DETAIL INFORMATION Form Page 1 of 1
STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Specialty Compliance Services Division
P. O. Box 44000 Olympia, WA 98504 -4000
THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS:
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LICENSE DETAIL INFORMATION
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Current Filter: None
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Registration# or License TABEN* *041 B5 v o
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Name TAB ENTERPRISES w = ui
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Phone Number 4254322444 z I
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Effective Date 1/25/96 D o
Expiration Date 1/18/01 o co'
Registration Status ACTIVE w w
Type CONSTRUCTION CONTRACTOR u, ~O
Entity CORPORATION u,.
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Specialty Code GENERAL 0 J
Other Specialties Z
UBI Number 601682771
* * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * *
* **VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *
* * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * *
* * * VIEW CONTRACTOR INSURANCE INFORMATION * * *
New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or
return to the L &I Construction Compliance 1-lome Page
D 4
http : / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License = TABEN* *041 B5
11/9/00
March 21, 2002
Earl M. Soushek
23020 Southeast 272nd Street
Maple Valley, WA 98038
RE: Permit Application No. D2000 -108
13028 32nd Avenue South
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City
of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every
permit issued by the Building Official under the provisions of this code shall expire by limitation and
become null and void if the building or work authorized by such permit is not commenced within 180
days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a
progress / final inspection
A progress inspection is intended to determine if substantial work has been accomplished since
issuance of the permit or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one - time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons
why circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to April
20, 2002, your permit will become null and void and any further work on the project will require a new
permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Department of Community Development Steve Lancaster, Director
Stefania Spencer
Permit Technician
Xc: Permit File No. D2000 -108
Bob Benedicto, Building Official
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665
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CM OF 1
ApPR€NED
SEP 2 2
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SEPARATE PERMIT
REQUIRED FOR:
NiECHANICAL
loRkLECTRICAL
0 PLUMBING
0 GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
1,4coovekv4e. Ifetter 41 1
D2,000 - 10
Fr
understand that the Plan i,:bp:oveLs ate
subject to errors 2rid nnd a: t cf
.:ovi;eageo.
- 3
Pate IL— —
Permit No. — D2,1,200( 097
RECEIVED
crry OF TUKWILA
MAY 1 1 200o
PERMIT CENTEP
6" water main
in street
Fire Hydrant
175 ft. South
Power and Telephone
Lines underground
122
Asphalt
- Driveway
1" Water Line
To House
251"
14!
Pt,
Footing Drai
4" pvc p ei f y i pe.
Rain Water Leaders
1,13 4" pvc tightline pipe
P41
310.11
P12,0VIDE HEAT FACES
CAPABLE' OF MAT.NTATKI_Ne A
ROOM TEMPERATURE OF -- 7(7 A A
POINT 3 FEET ABOVE - 11-IF FLOOR_
- IN ALL IrtAe. 12cor1s.
French Drain per Geotech standards
£.31311
Nok ROOF CAvE5 MAY
--e-NcizoAcH A MAXTMuM oF
iso_INcREs iNrro 12.Fai.a QED
5ETEAC K. DISTANCE.
A
49' of 4" pvc sewer pipe (a) 4%
0
..s i
a tl-
's.
ti.— t.)
1 t i
1
/Pr 1
1
Type 1 catch basin for
French drains, footing I
Drains, and rain water
Drains
Stub for
santiary sewer
E
e)
go
NOTES:
House to be moved from
15812 – 9 Ave. So. Sea Tac
French Drain per geo tech standards
4" pvc perforated pipe
bedded lit 1 1/4" drain rock
wrapped in filter cloth
Smoke detectors in all bedrooms,
hallway, kitchen hard-wired as
Per code
RECEIVED
env OF TUKWILA
MAY 1 1 2un
PERMIT CENTEE
S6 °2'
f 1
:.±-4-
° �
nrr...u.IMII
C r `.
f=�s PArf kJ rLA
l 3 o2 A- Z2 aug 50 .
20' I"
S" MTN. AEovE
EXPOSED EARTH
oe. f' RovI
TREATED PIERS-
PROVIDE POSIT EVE POST BEAM
CoNNECTZON. u8G 23t4
CTYPICi4L.
MIN. 24'x Zy -
Tso LAT D Cooly /65
REco On, Bx
- LCIGLL C k
ENEITNEE25 WItS
REP° zr.
DO000
/LI I `/ S', 2 0 s 0
Pr R 4,1 (Y ¢'/ . 1PAut. 1I ME '1> A%
2" x 6" T &G Flooring
4" x 8" beams with
2" x 8" blocking
8" x 8" x 3'0" pier
x 8" pad
6 mil poly vapor
barrier
08
C Kmu
MAY / 1 2000
PERMIT L6NTE
a_.
10" anchor bolts
buried 7" in concrete
2" square washers at nuts
placed 4'0" on center
F uN DAi I PST-4
13'z 8 - - 5 2 h lle 5=)
A aueo .s.. tali
Typical foundation
Wall 4' high
Scale %" =1'
53`3"
Foundation
Elevation
Scale 'A" =1'
Seismic
strapping
2' from
corners
Crawl space
Ventilation
Per code
MIN. 18'1 INCH WIDTH
Foundation oMMENDED $Y 6Y.J iZ'S — LZC�t/CLE GP. EK)
Section
Scale: 'A" = BLS REPO
Continuous
#4 rebar with
vertical ties
@ 4' o/c
2 #4 rebar
continuous
U du oo
Proposed
yard
elevation
f 4Ay S, 2AA
i AZ .vlirt
0
7RA 3y 1, PAvt- CA l trt e t3'4
RECEIVED
CITY OF TUKWILA
MAY 1 1 2001)
PERMIT CENTER,
4" pvc cap
can out
flow from
perimeter drains
4" pvc pipe
typical clean out
for 4" pvc pipe
Catch Basin Details
Type I
Catch Basin
flow from rainwater
leader system
4" pvc solid
pipe
T
18" minimum
Minimum
3 feet
Trench lined with
Mirafi 140N per
Geotech recommendations
0 718" gravel fill o O
c 0 c q
0
0 0 0 0
o () u
0 0 0 ° 0
2' 0"
Min
TYPICAL FRENCH
DRAIN DETAILS
6" perforated pipe
per geo tech
recommendations
f 1 r
o(U U 6 asphalt
Asphalt
Driveway
Details
6" crushed base
HECENEp
CITY OF TUKWILA
MAY 1 2000
PERMIT CENTER