HomeMy WebLinkAboutPermit D06-095 - Stepping Stone Ventures #06 - Mobile HomeSTEPPING STONE VENTURES
14005 42 AV S
UNIT 6
D06 -095
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite No:
Tenant:
Name: STEPPING STONE VENTURES LLC
Address: 14005 42 AV S, UNIT 6, TUKWILA WA
Owner:
Name: ANDERSON CARL AUGUST Phone:
Address: 10212 NE 43RD, KIRKLAND WA
Contact Person:
Name: ERIN O'LEARY Phone: 206 484 -3840
Address: 20303 10 AV W, LYNNWOOD WA
Contractor:
Name: ESE CONSTRUCTION INC Phone:
Address: 7189 F & S GRADE RD, SEDRO WOOLEY, WA
Contractor License No: ESECOI *000RA Expiration Date:12 /01/2007
DESCRIPTION OF WORK:
INSTALL AND SET UP OF MOBILE HOME (784 SQ FT)
DEVELOPMENT PERMIT
Value of Construction: $1,300.00 Fees Collected: $102.25
Type of Fire Protection: NONE Uniform Building Code Edition:
Type of Construction: Occupancy per UBC: 0022
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End lime:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: Public:
Storm Drainage' N
Street Use: N Profit: N Non- Profit: N
Water Main Extension: N Private: Public:
Water Meter: N
** Continued Next Page **
Permit Number: D06 -095
Issue Date: 06/05/2006
Permit Expires On:
doc: Devperm 006 -095 Printed: 06 -05 -2006
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature: t & 4-eAL& OM
Date: 10 S -06
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 performa; - of work. I am authorized to sign and obtain this development permit.
Signature: — Date: to -. 5 -o
Print Name: 0 £ems .I
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.
doc: Devperm 006-095 Printed: 06 -05 -2006
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite No:
Tenant: STEPPING STONE VENTURES LLC
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Conditions
PERMIT CONDITIONS
* *continued on next page **
City car' Tukwila Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number: D06 -095
Status: ISSUED
Applied Date: 03/23/2006
Issue Date: 06/05/2006
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, Inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction These documents shall be maintained and made available until final Inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: All wood to remain in placed concrete shall be treated wood.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: All plumbing and gas piping work shall be Inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
10: VALIDITY OF PERMIT: The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors In the construction documents and other data.
006 -095 Printed: 06 -05 -2006
City car` Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions
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
regulating construction or the performance of work.
Signature:
Print Name: iYi ✓l
a
doc: Conditions D06 -095
Steven M. Mullet, Mayor
Steve Lancaster, Director
of law and ordinances
other work or local laws
Date: LY - S - 'd 6
Printed: 06 -05 -2006
rcr } r•. s.saaan ansav a..aasn ga,vaa npas
4 Public Works Department
o f Permit Center
1 es 6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
King Co Assessor's Tax No.:
Site Address: P 1 100.5 , 49" Ave. S Suite Number._
sC0
Name: y R N fY !._.
Mailing Address: al . " RCl,� / 10 4% Ale•*. l.J
E-Mail Address: 7`it,.l UZD' P, ACOL
t�5` ? ' l l'4't,{ -: P i` 4 .
ry,
Company Name:
Mailing Address:
Company Name:
Mailing Address:
permu Ounce dau amt ppBp4bs(7- )
TNG R OFitt t,t(_ ii iiiiii tndst L
400 taikby
Page I
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted duough die nail or by fax.
**Please Print'*
Tenant Name: c New Tenant: .... Yes ❑..No
Property owners Nine: CS ,pi rt cS#e?,� Vu, +Iko _ Ll t
Mailing Address: rao n 1 d- A ve- CO Ly x wncx WA 927
Day TelaPhone:agi 'Iq 3tWo
nbura MA-
3b
Fax Number: 4S - 7 3 56 e&02S5
e6anlcpllvoatr Mo} atfotata...
Company Name: L. C .. (11r1 [ r ±6Y1 _ t 1,1
Mailing Address: - 1 M1 E. 5 (a r se t gJ am CO0 4 LK 104 9g 2S
Q
ay
Contact Person: to n 3+ In ; Day Telephone: ?IRO 31. 4510 `5Zt5
E-Mail Address: • /� Fax Nwnber:Ne ' R 5 (.o -433/4 5
Contractor Registration Number Cos --)k Gb t TT Expiration Date: J.)-/ OS
"An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance**
Y �Y
Isi prirst bx atampe ` by Atchlteet -O
tar
Contact Person: Day Telephone:
E-Mail Address: Fax Number.
eerat
Slate
Floor.
rw
Car Sine . re
Contact Person. Day Telephone:
E -Mail Address: Fax Number.
UILDEIG pERI1+IIT7NFOSTION= 206-431 -3670
i 2
Valuation of Project (contractor's bid price): I 1 Soo Existing Building Valuation: S 15 , 0 f _ 6
Scope of Work (please provide detailed information): (h S#4 11 . h p rnni-it l nuv
Will there be new rack storage? ❑ -Yes
o If ayes", see Handout No.
ide All Bufding Areas In Square Footage Below
FLANNING DIVISION:
Single family building footprint one albs torabnon oral muctoses. plus ay decks ows 1a mans aaa ovaasass raw than 18 Sean)
*For an Accessory dwelling, provide the following:
Lot Area (sq Ry Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that slows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard Compact Handicap:
Will these be a change in use? ❑ —.Yes ❑ ..No If ayes ", explain:
FIRE PROTECUOWRS
D..Sprink)e:rs 9-Automatic Fire Ahem Z{-None ❑ .Other (specify)
Will there be storage or use of flammable, combustrble or ha 3 materisis in the building? 0.. Yes ❑ _No
If yes : attach Ilrt ofamterials and storage locations on a separate 8 x 11 paper indicating quantities and Material Safety Data Sheets.
for regnlremeats.
Existing
Inteior
Remodel
Addition to
Existing
Structure
New
Type of • .
Construction
per BC
Type of
Occupancy per
IBC -
l Floor
2" Floor
3` Floor
Floors_thru__
.Basnnent
Accessory Structures
Attached Garage
Detached Garage
Attached Carport
- Detached Carport
Covered Deck ..
Uncovered Deck
UILDEIG pERI1+IIT7NFOSTION= 206-431 -3670
i 2
Valuation of Project (contractor's bid price): I 1 Soo Existing Building Valuation: S 15 , 0 f _ 6
Scope of Work (please provide detailed information): (h S#4 11 . h p rnni-it l nuv
Will there be new rack storage? ❑ -Yes
o If ayes", see Handout No.
ide All Bufding Areas In Square Footage Below
FLANNING DIVISION:
Single family building footprint one albs torabnon oral muctoses. plus ay decks ows 1a mans aaa ovaasass raw than 18 Sean)
*For an Accessory dwelling, provide the following:
Lot Area (sq Ry Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that slows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard Compact Handicap:
Will these be a change in use? ❑ —.Yes ❑ ..No If ayes ", explain:
FIRE PROTECUOWRS
D..Sprink)e:rs 9-Automatic Fire Ahem Z{-None ❑ .Other (specify)
Will there be storage or use of flammable, combustrble or ha 3 materisis in the building? 0.. Yes ❑ _No
If yes : attach Ilrt ofamterials and storage locations on a separate 8 x 11 paper indicating quantities and Material Safety Data Sheets.
for regnlremeats.
Scope of Work (please provide detailed information):
Water D' ;�
...Tukwila
❑-Water Availability Provided
0ewer District
❑ Tukwila ValVue ❑ _ Renton ❑- Seatde
❑ - .Sewer Use Certificate -Sewer Availability Provided ❑ - Approved Septic Plans Provided
❑._Septic System - For oasite seep 'c system, provide 2 copies of a current septic design approval by King County Health Department.
$ubmltted with Application (mark boxes which aoolvk
❑...Civil Plans (Maximum riper Size - 22" x34")
❑._Technical Information Report (Storm Drainage) ❑ _ Geotechnical Report ❑...Traffic Impact Analysis
❑...Bond ❑ .. Insurance ❑ - Easements) ❑ .. Maintenance Agreements) ❑._Hold Harmless
tovoxd Activities (mark boxes that aunty):
❑._ Right- of-way Use - Nonprofit for less than 72 hours
❑_.Rightof -way Use -No Disturbance
❑ ._Conswction/Excavation/Fdl - Rightofway
Non Right-of-way
❑ -Total Cut
❑ ._Total Fill
Please refer to Public Works Bulletin #1 for fees and estimate sheet
❑.»Sanitary Side Sewer
❑ -.Cap or Remove Utilities
❑._ Frontage Improvements
❑...Traffic Control
❑ ...Backflow Prevention - Fire Protection _
Inigation
Domestic Water
❑ . »Pennane nt Water Meter Size...
0.-Temporary Water Meter Size_
❑ _.Water Only Meter Size.......__
❑...Sewer Main Extension ______ Public
❑...Water Main Extension.__.__Public
..water District 9125
Call before you Dig: 1400
cubic yards ❑ _ Work in Flood Zone
cubic yards ❑ - Storm Drainage
❑
- Abandon Septic Tank
❑ _ Curb Cut
❑» Pavanent Cm
❑ _ Looped Fhe Line
WON
WOF
WON
Private
Private
❑ _ Highuine
❑ _.Renton
❑ - Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use - Potential Disturbance
❑ - Grease Interceptor
❑ .. Channelization
❑ - Trench Excavation
❑ _ Utility Undergrounding
0-Deduct Water Meter Size ___ "
FINANCE INFORMATION
Fire Line Size at Property Line
❑_Water ❑_Sewer
Monthly Service Billion to:
Name:
Mailing Address
Water Meter Refund/Billinr:
Name
Mailing Address:
Number of Public Fhe Hydrant(s)
❑ - Sewage Treatment
Day Telephone
Sum
T$
Day Telephone:
Coy Sore Zy
Unit Type:
Qty
Unit Type :
Qty
. Unit Type:
Oty
Boiler/Compressor:
Qty
Fumace<IOOK BTU
Air Handling Unit >10,000
CFM
Fire Damper
0-3 HP /10%000 BTU
FumaW l OOK BTU -
Evaporator Cooler
DiHiaa
3-15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Convected
to Single Duct
Thermostat
15 -30 HP /I,000,000 BTU
Suspended/Wan/Door
Mounted Heater
VentiWionSystan
Wood/Gas Stove
30-50 HP /1,750,000 BTU
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
He aURefig/Cooling
System
Lmnasar - Domestic
Emergency
Generator
Ail-Handling Unit
<10,000 CFM
Incinerator - Command
Other Mechanical
Equipment
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Car stag zIP
Contact Person: Day Telephone:
E -Mail Address: Fax Ntanber.
Contractor Registration Number: Expiration Date:
"An original or notarized copy of stamen Washington State Contractor License must be presented at the time ofp ennit issuance"
Valuation of Project (contractor's bid prix): f
Scope of Work (please provide detailed information):
sei Residential: New ....0 Repinxment.....D
Commercial: New ._. ❑ Replacemett.._ ❑
Fuel Tyne: Electric ....X Gas....[] 'Other.
Indicate type of mechanical work being installed turd the quantity below:
Value ef Construction - In Yt eases, a value of construction anoamt 'Said be catered by the applicant This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with parent fee scbcdules.
Expiration of Plan Review - Applicaions for which no permit is issued within 110 days following the date of application shall expire by limitation.
- The Building Official may extend the time fix action by the applicant for period not exceeding I80 days upon written request by the applicant as
deemed is Section 107.4 of the Uniform Building Code (current edition). No application stall be extended more than once.
1 HEREBY CERTIFY THAT I 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.
BUILDINGO p ORAUTHO. ♦:ri Ar -
Signature: D • , • pate - O °
E
Print Name: I • l d : Day Telephone: got., / T D I / 39,111 q
Mailing Address: I \ }h 1 S to W Lyn n woad Lttfl I2O3I o
1 Date Application Accepted: c o n m e I Date Application Expires: 1Z3 /
Valk, piste clarapenit applcaboThWOU
Page 4
1
Staff Initials: I
RECEIPT NO: R06 -00790
Initials: JEM
Payee: STEPPING STONE VENTURES LLC
SET TRANSACTION&
Set Member Amount
D06 -094 63.74
D06 -095 ' 63.74
D06 -096 63.74
D06 -097 63.74
D06 -102 63.74
D06 -103 63.74
D06 -104 63.74
D06 -105 63.74
006 -106 63.74
D06 -107 63.74
D06 -108 63.74
D06 -109 63.74
TOTAL: 764.88
ACCOUNT ITEM LIST:
Description
BUILDING - RES
STATE BUILDING SURCHARGE
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
SET RECEIPT
Payment Date: 06/05/2006
User ID: 1165 Total Payment:764.88
SET ID: 0403 SET NAME: STEPPING STONE
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6107 764.88
TOTAL: 764.88
Account Code current Pmts
000/322.100 710.88
000/386.904 54.00
TOTAL: 764.88
6085 06/05 9716 TOTAL 842.88
St en M. Mullet Ma or
Steve Lancaster, Director
RECEIPT NO: R06 -00385
Initials: JEM
User ID: 1165
Payee: STEPPING STONE VENTURES, LLC
SET ID: 5000000457
SET TRANSACTIONS:
Set Member Amount
D06 -095
006 -096
D06 -097
TOTAL:
city of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
38.51
38.51
38.51
38.51
154.04
TRANSACTION LIST:
Type Method Description
Payment Check 6071
SET RECEIPT
TOTAL:
PLAN CHECK - RES 000/345.830
TOTAL:
Payment Date: 03/23/2006
Total Payment:154.04
SET NAME: Tmp set/Initialized Activities
Amount
154.04
154.04
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
154.04
154.04
3827 03/23 9716 TOTAL 154.04
Steven M. Mullet. Mavor
Steve Lancaster, Director
Projec : I , //
��P� Ve . ni : l/cy
T pe of Inspections NJ
zi f /'V'7 /
Addres
/1/4
no S
Date Called:
Special Instructions:
Date Wanted:
5 – 2 3
Requester:
Phone No:
-724‘ 79 age /O
INSPECTION RECORD
Retain a copy with permit
INSPECTIO 0.
CITY 0 ` TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
J
I Date� _ z 7 _ v /
X58 I ' EINSPECTION FEE EQUIRED. Pr r o inspection, fee must be
pa d . t 6300 Southcenter Blvd., Suite 100. l the schedule reinspection.
Receipt No.:
' Date:
I
Project: —
5 � � ,,, ,, y J7OAJfS
of Inspection;
s
/ -,A,'Q
Address:
/y 4/24c' S
D ate Called:
Special Instructions:
Date Wanted: / , m.
Requester:
Phone 6 Yg9 -38 /O
N NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
C P6/41 t A? 5,;,,A ( — 4v(4
$
'Receipt No.:
6 ir,1 r i /CA--; �
lr (7'rira l -424,4 / —vc 7
INSPECTION RECORD
Retain a copy with permit
'Date:
Corrections required prior to approval.
Date:
— Z2-
.00 REINSPECTI r FEE REQUIRED.: ' or o inspection, fee must be
id at 6300 Southcenter Blvd., Suite 10 . Cal the schedule reinspection.
Project:
5�t-7 *-5 1/43 --,,,,,,,,
Type_oJnspection:
/ / ✓)CILcJ4 /
Address: l
/VO07 < / ?I*i /S
Date Called:
Special Instructions:
Date Wanted:
..S / - O - 7
a.m.
p.m.
Requester:
P �A °-
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Approved per applicable codes.
COMMENTS:
Date: -
A
AAA., AAA., �1 . /t l �'6
.00 REINSP FEE REOUI1 D. Prior o inspection, fee must be
d at 6300 Southcen er Blvd., Suiffe 100. Call the schedule reinspection.
Receipt No.: (Date:
Corrections required prior to approval.
:
Project: �"�
S/� 977' t/(.J ; Air'
Type of /J
C 1,C ?tnt C!J)�✓ J �
Address'. L /
/ 4/ov� «2 4d 5
Date Called:
Special Instructions:
Date Wanted:
S /S _ —O"7
a.m.
c
Requester:
Phone No:
4
Z Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
COMMENTS:
nspe
p
Date:
?A^ —5 I -t- ei7
REINSPECTION E REQUI D. Prior o inspection. fee must be
d at 6300 Southcen er Blvd.. Sui a 100. Call the schedule reinspection.
ipt No.:
'Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Corrections required prior to approval.
Ste-:'r°aa h 1 •i 55
September 21, 2005
Mr. Scott Moreno
Minute Man Products, Inc.
305 West King Stmt
East Flat Rock NC 28726
RE: State of Washington Engineer's sea)
Dear Scott;
“Iflis140 ,M
Sincerely
AMOK
21 SO Bell Are.. Salta 141 • Sanmenso, CA 93100 • (916)364-602S • Fa (916) 564 -6029
Please be advised my Washington Engineer's license has bat renewed to 7/17/07. 1 have
stamped and signed by seal on this letter. I have re- sealed the Engineered Tie Down plan and
details with the updated WA seal and have mailed the plans to you for your use
aa /t-
David A. Dahmer P.E.
040 004 W400 W V'OIDO 11
Pacific Consulting
Engineers
71000
REVIEWED FOR
CODEOOMPLiANCE
Anwnnuen
MAR 29 2o08
• 1 Of Tukwila
�
Pen*
OUT( Mr- nnrt nl
r tart „r>,o,
1
r. WW4
r.ru
CITY OF
MAR 2.5 W((
PERMIT Ctsvltr.)
- rize
t
TOTAL 1
Minute Man
B28 692 0258 03/22/06 08.88am P 009
MINUTE MAN ANCHORS, INC.
305 WEST KING S'TIIEET
EASTFLATROOK
, P& 4337217
ENGINEERED TIE DOWN SYSTEM
DESIGN & GENERAL NOTES
DESIGN LOADS:
• WIND . 15 PSF
• SOIL BEARING 1000 PSF
• TIE DOWN STRAP -- 31501/ WORKING LOAD
• SEISMIC --4
TIE DOWN STRAPS TO BE MIN. 1 114 WIDE x 0035 THICKNESS ZJNC PLATED AND
MEET ASTM D495391 , %%f Tt1°�
• EARTH AUGERS 2962# MIN. (TESTED TO 475011 MIN.)
• CROSS DRIVES *727 #CALCULATED)
• CONCRETE SLAB ANCHORS 13900 (CALCULATED)
GENERAL NOTES:
1. THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF T1E DOWNS
ON THE SIDES OF THE.MANUFAC EIRED HOME.
2 TIE DOWNS ARE REQUIRED At'EACH CHASSIS BEAM, EACH END OF EACH
TRANSPORTABLE SECTION OP THE MANUFACTURED HOME AND CAN BE ANY
OF THE TYPES SHOWN HEREIN. . ; I
3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
4. IN THE EVENT AN EARTH ER CANNOT BE INSTALLED DUE TO AN
OBSTRUCT; N, USE/ WCRbSS DRIVE ANCHORS 15 PERMITTED, PROVIDED (2)
CROSS OR S ARE INSTALLER FOR EACH EARTH AUGER THAT CANNOT BE
INSTALLED. 1
s. FOR ALL TIE OWN INSTALLATIONS, THE MFGt HOME CHASSIS MEMBERS ARE
SHOWN AS "I' BEAMS.„ FOR ILLUSTRATLON PURPOSES ONLY. CHASSIS BEAMS
CAN ALSO BE "C" SHAPEb OR WC: SHOED,
5. END TIE DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS
SEAM AXIS AS SHOWN. ."-
•
mum
7. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIAL SHOWN HEREIN ARE
MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY MINUTE./IAN
PRODUCTS. MAY SE USED AT THE SAME SPACING & LOCATION SHOWN.
S ALL PARTS ARE STAMPED MMA- WITH THE APPROPRIATE PART NUMBER
9. THIS TIE DOWN SYSTEM CAN BE USED WITH 10' WIDE MANUFACTURED HOME
SECTIONS WITH 100' CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO
THE BOTTOM OF THE CHASSIS BEAM DOES NOT EXCEED I9".
1Q TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE
BOLTED TO. THE HITCH ATTACHMEN1 PLATE THAT 15 WELDED TO THE CHASSIS BEAM:
7117/07 -
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NC4630, EZDH 8L MMA34
EARTH AUGER TIE DOWN
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1 SOLI.
82B 692 0268 09/22/05 06:66am P. 004
StAe117ER
PLATE
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Cp Tit CON. COM+ECTpNS
MLaSS rn.Wt TIC
adu stir it
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1/2' 447 pET.
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EARTH AUGER TIE DOWN
SrCCL STMP FOR OE DO CINCH mta. 11RN► IDR ANCNWI
FOR TIE GOWN POSTS
"C" BEAM CHASSIS 'RFC BEAM CHASSIS
INSTALLATION INSTRUCTIONS
1. THE DRIVE MACHINE 1S STARTED AND THE ANCHOR 18 TURNED INTO THE GROUND TO A POINT WHERE THE TOP
(STABILIZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E+Z ANCHOR
STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION.
2. FOR THE E-Z ANCHOR/STASIUZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO
DEVIATION GREATER THAN 10 DEGREES. NOTE A SLIGHTLY GREATER ANGLE MAY BE USED TO WARTIME
ANCHOR TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR 18 GROUND SET.
THE SPLIT BOLT IS INSERTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT MADE.
NOTE: WITH MACHINE INSTALLATION, A MINUTE -MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD
AND DRIVE MACHINE SHAFT IS AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT
FOR E•Z ANCHOR INSTALLATION.
NOTE: AN ADDITIONAL STABILIZER PLATE IS NOT REQUIRED WITH EZDH & GW2 EARTH AUGER TIE DOWN.
CONCRETE TIE DOWN CROSS DRIVE TIE DOWN
otAsts
•ewAW S.D.., at
ENO 111 DOM OCRINECTICIt6
RrRM W/ �11tNlC 1d CCW. sou a /M DM�t ACTION
Ste
GROUND UM
5I0 M CCMN
r ��
CPI
rR,pss DRivr W/ STP91LITrn - -
PI AP fEt *I1
Minute Men
FIRST CHECK FOR UNDERGROUND UTILITY LOCATION:
EZDH EARTH AUGERS
1. SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS.
EARTH AUGERS
1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOL DISTURBANCE
LEAVING APPROX. 12" OF SHAFT EXPOSED.
2 INSTALL STABILIZER PLATE - DRIVE FLUSH WITH GROUND SURFACE.
3. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD IS FLUSH WITH GROUND SURFACE AND TOP
OF STABILIZER PLATE
CROSS DRIVE ANCHORS
1. CROSS DR; VES ARE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN
ROCK OR MINIMUM 2" ASPHALT, INSTALL MMASD2 STABIL2ER PLATE, OR PLACE 17k12102" DEEP CONCRETE
CONCRETE SLAB ANCHORS
1. CONCRETE SLAB TO BE MINIMUM 312" THICK AND IN GOOD CONDITION.
2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 SQ. FEEL
3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 12' FROM ANY EDGE
ALL APPLICATIONS
1. ATTACH STRAPS TO CHASSIS SEAM IN MANNER SHOWN.
2. INSERT STRAP THROUGH SPUT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG.
END M
SEE C..RT
W R
SINGLE WIDE
INS TALLATION INSTRUCTIONS
TIE DOWN LOCATIONS
EARTH AUGERS I _ CROSS DRIVE ANCHORS
w MFDV 'aMe [36'I54'I77
MATINNUCE 2I3
I MM. I6NOT11CF try
• MVO HOME
1 M,uc.
1RDO,VN9 3
4 6 6
MNC EENIIMCF 134,142
CONCRETE SLAB ANCHORS
68'
M,ti raCFer 8 8
7 1S OOWN9 4
it 7
NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE TIE DOWNS AT THE 2' LOCATION SHOWN
SIDE TIE DOWNS AT 2'-0" FROM EACH END HAVE A TOLERANCE OF ti
--j I -x-18" MIN.
828 692 0258
END TIE DOWNS
SEE CHART
DOUBLE WIDE
09/22/05 08:S8am P. 009
DID 1Rteed
SEL WORT
TRIPLE WIDE
µ6N ' ""'"END TIE DOWN EV
NOTE; TIE DOWN STRAPS **'THE CHASSIS BEAM ENDS'TEND TIE DOWNS) CAN BE ATTACHED TO A CHASSIS C a l - ; -
SUPPORT PIER WITH A PIER BOLT ON TOP. (SEE SKETCH ABOVE)
0-
minute Man
MMAa02
STABIUZER PLAIT
57AaLIZATION PLATE
WELDED TO
ROD GUIDE
& STRAP HEAD
ata OW4 IGLOO
NC4636 7/8 OM
38 AUGER ANCHOR
AZTEX ANCHOR MMA-35
CROSS DRIVE ANCHOR CROSS ORNE ANCHOR
w/ 3/4•4x32' RODS W/ 23/32%433" RODS
MIA- 210JD1 MIA- 270PDH
STABILIZER CAP
COMP NO
SK
u u At
I/ I1
I� I)
I
r r
6
MMA -91 5/8 CIA MMA - 92 3/4 CIA MMA -94 3/4 DIA
32 "AUGER ANCHOR 32AUCER ANCHOR 36 AUGER ANCHOR
TLW 01 -03
MM 32 STEEL
STRAP w /BUCKEL
MMA -34
BOTTOM PLATE TOP PLATE
MMA - ia
eoN ANCHOR SLAB 0 0 I O
USE OUTSIDE HOLES FOR
- 4 " FIANCES PLATE man BEAM TOP
MMA -71 STEEL
STRAP w /CORNER TIE
in.. ✓il■ - --
S..
nu RATE
LONGITUD FRAME 71E
MO CLAMP
(FOR WIND ZONE 0
LOCUM OF MODE
ANA 6 3/4 014
4430 NU 3/4
LASE MX mai MR
r - 3' FUMES
MI
more BOLO
8 - NIGH STRENGTH
PAWNS
AM 71 CORNER RE
= SOMS OUP
NEAREST TO mRF
MMA -860 3/4 DA 4430 OH 3/4 CIA
SO AUGER ANCHOR 30" AUGER ANCHOR
NOR
NE ROD
v
q
ESE Construction Inc.
7189 F &S Grade Rd.
Sedro Wooley, We. 98284
360 - 7084699
3604664346 fax
WAINS #1937 11105
ESECOI "OQORA 12105
Ron Soini
President
Any size manufactured home 12'14'116' wide to 70' long
e approved tie downs every 11' on center
Manufactured Home Main Beam
_
Typical blocking and tie down Installation to Washington state code
8x8x16 hollow concrete blocks set on 2 ea. 4x4x8 solid concrete blocks (pad)
Or state approved metal stands on pads with wood shimes and wedges.
Foundation pier blocking 8' center to 12' center
1..
Perimeter block at every door and
window larger than 48" OFRIKIMIA RECEIVED
MAR 2 3 2008
PERMIT CENTEI,
W(rots
• ?:. ' are .impact
to ensure they always look their best.
• Skirting isphecked for compound
consistency and heat distortion.
vRhIItuHhu
VINYL SKIRTING
The Confident Choice.•
An Industry Leader
Variform® has been a leader in the vinyl skirting
industry for over 20 years. We are one of the
largest and fastest growing manufactumrs of vinyl
siding products and accessories in the world.
As a leading manufacturer of vinyl product,
Variform has continuously engineered and
innovated to produce and offer the highest quality
product with the latest technology available.
All Variform products are made in the U.S.A.,
built to stand the test of time, and are backed
by a Limited Lifetime Warranty.
Due to printing limitations, colors may not be exactly as shown.
Contact your distributor for actual product samples.
303 W. Major P.O. Box 559
Kearney, MO 64060 r, RECEIVED
REC REC E IVED A
Phone: 800.800.2244 Fax: 816.903.694 2
www.variform.com
® Varifmm, and The Confident Choice are registered
l .... A TT LJ.x. �...��...A
MAR 2 3 2006
PERMITCENTErt
Fifi ProGuardr
DciroCrs
• Attractive rough -sawn texture
• Available in solid and center - vented
panels
• Patented center -vent design for
maximum airflow
• Easy to install
• Limited Lifetime Warranty
:OLORS
ige t Gray Pearl
Hill III
F rRtIAII . ..
Components M
l
j ProG u ardTM The Difference
1 Top -rail design resists warping and
blowout. Pre- notched front top rails
allow for expansion overlap and help
reduce installation tune.
2 Removable -panel design lets you store
garden tools, lawn furniture, and
children's toys out of sight — but not
out of reach
3 Extra -wide, 16 -inch panels mean
fewer panels to cut — which saves even
more installation time
Tan
4 Unique design lets panels self- adjust to
ground -level fluctuations due to changes in
weather conditions. These installation
guides also keep panels from snagging on
rail fasteners during frost heave, thereby
preventing buckling.
VINYL SKIRTING
;lle
Confident Choice
White
5 Special interlocking panels keep the .
panels secure and the locks hidden so they
don't detract from the _appearance of your
home.
6. Ventilated panels are required to help
eliminate moisture buildup and allow for
proper air circulation. (Check your
home's specifications for proper
ventilation requirements.)
7 "F" shaped bottom rail design (instead
of a narrow "U" shaped channei) provides
a stable foundation and prevents the
channel from buckling.
(Colors are used in photo are for
enhancement purposes only).
g Bottom rail design, with its precut
slots for ground spikes or cement screws,
a llow s for ease of installation on
concrete or directly on the ground.
MATERIALS
12'x
CALCULATIONS
14'x
16'x
24'x 28'x
Size of Home
50
55'
60'
65'
70'
60'
65'
70'
80'
60'
65'
70'
80'
60'
65'
70' 65'
70'
Perimeter
(linear measurement)
120
130'
140
150'
160'
148'
158'
162'
182'
152'
162'
166
188
154'
174'
180' 182'
192'
Height of Skirting
(Panel cut Length)
NUMBER OF PANELS REQUIRED
16' -18'
12
13
14 15 15
14
15
16 18
14 16
16 19
16
17
18 18
18
19' -20'
13
14
15 17 18
16
17
18 20
16 18
18 21
18
19
20 20
21
21' -24'
15
17
18 19 20
18
20
21 23
19 21
21 25
21
22
23 23
24
2T- 28'
18
20
21 23 24
22
24
25 28
23 25
25 28
25
27
27 28
29
2T - 36'
23
25
27 29 30
27
30
31 35
28 31
32 36
31
33
35 35
36
37. - 48'
30
33,
35 38 ;40
36
40
41 46
37 41
42 48-
41
44
46 46
48
e4 &._ 1&- :S14..Al. .:
14 «
44 —51A
..11 - -t4.
.1. _1E
• 15.
1 6
-. -tfi IS 17
• Attractive rough -sawn texture
• Available in solid and center - vented
panels
• Patented center -vent design for
maximum airflow
• Easy to install
• Limited Lifetime Warranty
:OLORS
ige t Gray Pearl
Hill III
F rRtIAII . ..
Components M
l
j ProG u ardTM The Difference
1 Top -rail design resists warping and
blowout. Pre- notched front top rails
allow for expansion overlap and help
reduce installation tune.
2 Removable -panel design lets you store
garden tools, lawn furniture, and
children's toys out of sight — but not
out of reach
3 Extra -wide, 16 -inch panels mean
fewer panels to cut — which saves even
more installation time
Tan
4 Unique design lets panels self- adjust to
ground -level fluctuations due to changes in
weather conditions. These installation
guides also keep panels from snagging on
rail fasteners during frost heave, thereby
preventing buckling.
VINYL SKIRTING
;lle
Confident Choice
White
5 Special interlocking panels keep the .
panels secure and the locks hidden so they
don't detract from the _appearance of your
home.
6. Ventilated panels are required to help
eliminate moisture buildup and allow for
proper air circulation. (Check your
home's specifications for proper
ventilation requirements.)
7 "F" shaped bottom rail design (instead
of a narrow "U" shaped channei) provides
a stable foundation and prevents the
channel from buckling.
(Colors are used in photo are for
enhancement purposes only).
g Bottom rail design, with its precut
slots for ground spikes or cement screws,
a llow s for ease of installation on
concrete or directly on the ground.
ACTIVITY NUMBER: D06 -095 DATE: 03 -23 -06
PROJECT NAME: STEPPING STONE VENTURES
SITE ADDRESS: 14005 42 AV S, UNIT 6
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
& 9 ) 4 W 7
�
Bullwng ision
Public Works
tw}1M noL 4oco
PLAN REVIEW /ROUTING SLIP
5R Nkik- 3 - te)�
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route u Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions 11
Notation:
REVIEWER'S INITIALS:
Documems/rouiin8 dip.0oc
2 -28-02
PERMIT COORD COPY
f '
Planning Division J°t
Permit Coordinator ❑
DUE DATE: 03-28-06
No further Review Required
DATE:
DATE:
Not Applicable C
DUE DATE: 04 -25-06
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
QwnerInformation -;:
4gefNC4110ttPerson :.
Name: - � e
Name:
Name:
(
Address: O tW
Address
a
Phone: p 3 r y R L( 3 r L 1 S , 1 o
Phone: ran ce Hiv4 ` iv rS W4
(
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Permit Center/Building Division:
206431 -3670
Public Works Department:
206- 433-0179
Planning Division:
206 -431 -3670
RECEIVED
CITY OFTUKWILA
MAR 2 3 ZOuti
PERMIT CENTEt t
CERTIFICATE OF WATER AVAILABILITY
Required only if outside City of Tukwila water district
PERMIT tNO.: 05
14 PartA: ^TO 6e completed tiff applkint : .
Site ddress (attach m p and legal scdption � s + howin�drant location and size of main): /
1 address � Ve.- e . I u gu A l at. t S
This certificate is for the purposes of.
❑ Residential Building Permit
❑ Commercial/Industrial Building Permit ❑ Rezone
Owner /Agent Signature
N 1 a
(Use separate sheet if mom room is needed)
❑ Preliminary Plat
I hereby certify that the above information is true and correct.
ter ti;- 00 , Lc /w - roc t . 1O lilt ieL
Agency/P$on
2. 6- . "' T Z !l 5141
Wpplications%water availability (7 -2003)
Printed: 9 -16-03
LA- tf -ti .J LQ
By
❑ Short
't.L'Other
fl.
04:
�(
Estimated number of service connections and water meter &sets): . J
Vehicular distance from nearest hydrant to the closest point of structure is
Area Is served by (Water Utility District): (/t.7 flTr (\ i f
1 -/8nb
Date
part8, T0beconpleted.bk atOutif(tydtstrict
1. The proposed project is within
2. [C _Ntfimprovements required.
3. The improvements required to upgrade the water system to bring it into compliance with the utTities' comprehensive plan or to
meet the minimum flow requirements of the project before connection and to meet the State cross connection control
requirements:
(City /County)
4. Based upon the improvements listed above, water can be p ed and will be available at the site with a flow of 3 ��
at 20 psi residual for a duration of 2 hours at a velocity of _ fps as documented by the attached calculations.
5. Water availability:
— cceptable service can be provided to this project
o Acceptable service cannot be provided to this project unless the improvements in Item B are met.
o System Is not capable of providing service to this project
1-- L° —06
Date
/t-470 1
L o _07
gpm
License Information
License
ESECOI *000RA
Licensee Name
ESE CONSTRUCTION INC
Lkensee Type
CONSTRUCTION CONTRACTOR
UBI
602034081
Ind. Ins. Account Id
#2
Business Type
CORPORATION
Address 1
7189 F &S GRADE RD
Address 2
City
SEDRO WOOLLEY
County
SKAGIT
State
WA
Zip
98284
Phone
56,000.00
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
12/1 /2000
Expiration Date
12/1/2007
Suspend Date
Separation Date
Parent Company
Previous License
ESECO * *011RA
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
CBIC
SC6302
12/01/2001
Until
Cancelled
512,000.00
11/30/2001
#1
CBIC
SC6302
12/01/2000
12/01/2001
56,000.00
11/20/2000
Business Owner Information
Name
Role
Effective Date
Expiration Date
SOINIE, RONALD E
01/01/1980
SOINIE, ROLENE K
01/01/1980
Look Up a Contractor, Electra ^:m or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ESECOI *000RA 06/05/2006
" AS -BUILT " !
A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. Ili, T.W.P. 23 N., it. 4 E., W.M., -IN KING COUNTY, WASHINGTON
l�eo dI�IlnOor,iii�io'�IM�eieNlr
of &W may kzk& WWII" 00 MAW IM
S. 140711 ST. —
EDGE OF PAVEMMENT
2A� EDGE O' PAVEMENT _ .�.
1 Yfi3 2�� I N81.51'23<W N
1
�
� 1a .2
1 NI•) y\ a0 NODULAR HOME
11
•a � �yx ys� NODULAR HoE . 1a
MODULAR HOME
y /° Qy�' tl f'�� I�x4H NoDU"AR MiDK /�
MODULAR HOME
1 a3 •,� i3 �' 17 W %y`� C HOAAAR WINE
�i►'" iii , _ D' /D �'� r.�ji
Ii •— � � �� // � 1".) MODULAR HOE � .
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r Y �ar
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0 1!`
r.
N ID- � li sr II � � N �• , s` �
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AeMlt No.
22&=�
mwew
approval is subjft to am arld
:i vtoi tion of a sxion dowrt►enlg d
ny accepted Dale or ad�im.
D APP ed Fl d Copy and ndttlo
� �IIIHMDING kWila mm
p oly
(IN FEET)
I Inch 30' ("1
.�{T < MODULAR NOW • \yam �' 1
10 '110 s 10 4�1
EDGE OF PAVEMEN EDGE OF PAVEMENT y 4 ••
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4.
W.
L.BIOAL. D1teORIPTION BLOCK THAT OF SEATTLE, ACCORDING '70 THE PLAAT"THEREOF,RE GARDEN D IN OLUME 13 THE
DF PCITY
ATS,
PAGE(S) 12, IN KING COUNTY, WASHINGTON. LYING EAST DF THE EASTERLY MARGIN 13F
STATE ROAD Mb. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED
UNDER RECORDING NUMBER 20142331
EXCEPT THAT PORTION THEREOF C13NDCHNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099481
TOGETHER WITH THE NORTH 322.7 FEET O' THE VEST 520 FEET IY THE EAST 540 FEET
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER If SECTION 15. TOWNSHIP 23
NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON.
EXCEPT THAT PORTION THEREOF COIVEYCD TO THE STATE O' WASHINGTON FOR STATE
ROAD No.I (PACIFIC HIGHWAY SOUTH) BY DEED RECORDED UNDER RECORDING NUMBER
20481441 AND
EXCEPT THAT PORTION THEREOF CONDEMNED FOR COUNTY RIGHT Or WAY (42ND AVENUE
SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6140981
TOGETHER WITH THAT PORTION OF VACATED 40TH AVENUE SOUTH (CONNECTION STREET)
LYING EASTERLY Of STATE ROAD No. I (PACIFIC HIGHWAY SOUTH) AND ADJOINING ALL
THE HEREIN ABOVE DESCRIBED PARCEL UR LAND)
EXCEPT THOSE PORTIONS CONVEYED; TO THE CITY O' TUKWILLA BY DEEDS RECORDED UNDER
RECORDING NUMBERS 20020416003135: AND 20020416003156.
` (LEGAL DEVHQICAGO .TITLE INSURANCE ORDER No. 1145210)
CITY OF TUKWILA.
MAR 2 3 2006: C
PERMIT CENTEh ` Ill! C/O JW HABDOTTIL
POSER- HIRBOTTLE COMMERCIAL REAL ESTATE
1715 114M AVE. S.E. SUITE 212
A PORTION OF THE SE. 1/4, SW. 1/4, SEC. 15, T.M.P. 23 M,
R. 4 L. W.H.. N XW COUNTY, NAMWOM
x VAN CLEAVE MD A8SOMTO
112 CANDLEWYCK DRIVE WEST
LAKEWC4)D. WASHINGTON 98499
(253) 588 -3821
BVN by K.V.V. Jr. pO Uri APPRVB
MT( 07/DS NIE 07 05 MME 07/05
FJ Na L.L/EF9 wG Ha 05- 1180AB
3D' I BASIS OF BEARING
1 SOUTH VS 'E
N35'07 , ASSHOWNOIRECORD OF SURVEY AS RE-
CORDED IN VOLUME 97, PAGE 153, RC13RDS OF KING
COUNTY, WASHINGTON.
I
INSTRUMENT USED
,1
A FIELD TRAVERSE USING A S13KKIA 3100 TOTAL STATION WAS
STADLISH
BETWEEN THE C13NTROLLING
LINEAR AND ANGULAR CLOSURE OF TRAVERSE MEETS THE
STANDARDS OF VAC 332 - 130 - 090.
I
LEGEND
�+►O41I B FOUND MONUMENT AS NOTED
0 CALCULATED MONBENi RECORD OF SURVEY AS
RECORDED IN vG.. t6, PG. 29. YOHAIYENT DESTROYED
DURING NEW CONSTRUCTION OF INTERNATIONAL BLVD.
( PACIFC HWY. SOUTH)
I
O SET No. 3 REDAR AND I.D. CAP
t I REFERENCES
1. TITLE REPORT ORDER No. 1143210 PREPARED BY CHICAGO TITLE
INSURANCE COMPANY.
!�
Z 2. THE FOLLOWING RECORD Oi SURVEYS VOL. 97 PG 153 L 156,
N VOL. 16, P4 29, VOL. M, PG 200, UNRECORDED SURVEY BY
K'
V EARTHTECH DATED MARCH 1999 AND PLAT D< .lA(ES CLARK'S WIDEN
ADDITION TO THE CITY O* SEATTLE, VO.. I3 R PLATS, 12, AND
3`
THE PLAT BOBBINS VIE. TRACT ADD, VOL. 17. PG. 90. N, -
3. ADDITIONAL RIGHT nF UAV ...ACT
.�{T < MODULAR NOW • \yam �' 1
10 '110 s 10 4�1
EDGE OF PAVEMEN EDGE OF PAVEMENT y 4 ••
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L.BIOAL. D1teORIPTION BLOCK THAT OF SEATTLE, ACCORDING '70 THE PLAAT"THEREOF,RE GARDEN D IN OLUME 13 THE
DF PCITY
ATS,
PAGE(S) 12, IN KING COUNTY, WASHINGTON. LYING EAST DF THE EASTERLY MARGIN 13F
STATE ROAD Mb. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED
UNDER RECORDING NUMBER 20142331
EXCEPT THAT PORTION THEREOF C13NDCHNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099481
TOGETHER WITH THE NORTH 322.7 FEET O' THE VEST 520 FEET IY THE EAST 540 FEET
OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER If SECTION 15. TOWNSHIP 23
NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON.
EXCEPT THAT PORTION THEREOF COIVEYCD TO THE STATE O' WASHINGTON FOR STATE
ROAD No.I (PACIFIC HIGHWAY SOUTH) BY DEED RECORDED UNDER RECORDING NUMBER
20481441 AND
EXCEPT THAT PORTION THEREOF CONDEMNED FOR COUNTY RIGHT Or WAY (42ND AVENUE
SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6140981
TOGETHER WITH THAT PORTION OF VACATED 40TH AVENUE SOUTH (CONNECTION STREET)
LYING EASTERLY Of STATE ROAD No. I (PACIFIC HIGHWAY SOUTH) AND ADJOINING ALL
THE HEREIN ABOVE DESCRIBED PARCEL UR LAND)
EXCEPT THOSE PORTIONS CONVEYED; TO THE CITY O' TUKWILLA BY DEEDS RECORDED UNDER
RECORDING NUMBERS 20020416003135: AND 20020416003156.
` (LEGAL DEVHQICAGO .TITLE INSURANCE ORDER No. 1145210)
CITY OF TUKWILA.
MAR 2 3 2006: C
PERMIT CENTEh ` Ill! C/O JW HABDOTTIL
POSER- HIRBOTTLE COMMERCIAL REAL ESTATE
1715 114M AVE. S.E. SUITE 212
A PORTION OF THE SE. 1/4, SW. 1/4, SEC. 15, T.M.P. 23 M,
R. 4 L. W.H.. N XW COUNTY, NAMWOM
x VAN CLEAVE MD A8SOMTO
112 CANDLEWYCK DRIVE WEST
LAKEWC4)D. WASHINGTON 98499
(253) 588 -3821
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