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HomeMy WebLinkAboutPermit D06-094 - Stepping Stone Ventures #07 - Mobile HomeSTEPPING STONE VENTURES 14005 42 AV S UNIT 7 D06 -094 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 5, UNIT #7, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: ANDERSON CARL AUGUST Phone: Address: 10212 NE 43RD, KIRKLAND WA Permit Number: D06 -094 Issue Date: 06/05/2006 Permit Expires On: 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 (728 SQ FT) 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 Time: 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 doe: Devperm ** Continued Next Page ** D06 -094 Printed: 06 -05 -2006 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: t Date: (/- 6 -% 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 constructi or the -rf. W ance of work. I am authorized to sign and obtain this development permit. � t Print Name: y( in Q � 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. D06 -094 Printed: 06 -05 -2006 doc: Conditions City &r Tukwila Parcel No.: 1523049008 Address: 14005 42 AV S TUKW Suite No: Tenant: STEPPING STONE VENTURES LLC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ct.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06-094 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. D06 - 094 Printed: 06 -05 -2006 City &'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: v - doc: Conditions D06 -094 Steven M. Mullet, Mayor Steve Lancaster, Director of law and ordinances other work or local laws Date: ti �� - 0 1 Printed: 06 -05 -2006 Public Works Department IINAMMINSIMMil Mani, liellitnISICall anneal 1 •10 . c Permit Center aos 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Site Address: 1 Lid" Ave: 5 office we wriv) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** — 1 71 King Co Assessor's Tux No.: ic e q Oat Suite Number Tenant Name: New Tenant 0 .. Mailing Address: • Property Owners Name: CSar% +1/1i0/1_ A t/P.- (Ai Lyn ban in/A • alY State Floor: Yes 0.-No 4 /9)0,3G Zip kCO "Ott _ • •:.; - is! rn-rg c= Name: 4 t ta Le4te...y Day Telephone:JQOU '-/q 38/10 Mailing Address: tan ...C)•,S 10 Ac LA- ntunae0 WA 9 tity $ E-Mail Address: c"..g..1 IA Z I P. POOL. FaxNumber: qt4 775 a035 • Company Name. Mailing Address: acr Day Telephone: Fax Number: Contact Person: E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: *Okada, (7400I) Page State State csr Zip Day Telephone: Fax Number: )4kK:tiv '7;; Tr • 1 Jr , , . *114491; ” SP,Sraill 0:140$0.0**ittOii -... .fiit':taiiiatioairkiiiiialiec::-:::;:P.M,L . '" ' 1 :,..-:. . A :::- i .:•i.1. . ...F ....it:,- . :_tj Company Name: 5.)r_.... ('nh,c-i-rvr-fittsh 11)c... Mailing Address: — I I Al P S i r 0 i eta- gd 6etero toga 4teg WA 1 '8 2 q 1 1 Stale Contact Person: ea n 60: P1 ; Day Telephone: t?) be Q S(o t7o 3 E-Mail Address: Fax Number3(43 R 54:' -- 3 Contractor Registration Number FiSe Cot+ to:)AR- Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the li me e of pennit issuance** BTALPMQ ]PERIVErr INFORMATION-206- 431 -3670 Valuation of Project (contractor's bid price): S 1 30 0 c Existing Building Valuation: S ) J� Scope of Work (please provide detailed information): (h'S-ic) 1 .So -1v p 4- 1 1 In1�� 1 u -1-Inn Will there be new rack storage? ❑..Yes If "yes", see Handout No. for requirements Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint tm ofte k eid.uar of sit Alvan; pho soy Redo over 15 lathes sod ~how gasser than 18 thdn) 'For an Accessory dwelling, provide the following•. Lot Area (sq ft): Floor area of principal dwelling Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Cmnpact Handicap: X11 there be a charge in use? ❑._Yes ❑ _No If'yes ", explain: FIRE PROTEGITOtIMAZARDOUS MATERSAI : 0 -. Sprinklers CI-Automatic Fire Ahem None ❑ . Other (specify) Will there be storage or use of flammable, combustlbk or materials in the building? 0.. Yes 0-No I " yes ". attach list of materials and singe locations on a separate 8-112 s 11 paper indicating quantities and Material Sofey Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per MC l° Floor 2" Floor 3'i Floor Floors thru . . i3aseraerht - . Accessory StnaUae� Atmehed GaAge Detached Garage Aaached Capon Detached Carport Covered Deck - .. Uncovered Deck BTALPMQ ]PERIVErr INFORMATION-206- 431 -3670 Valuation of Project (contractor's bid price): S 1 30 0 c Existing Building Valuation: S ) J� Scope of Work (please provide detailed information): (h'S-ic) 1 .So -1v p 4- 1 1 In1�� 1 u -1-Inn Will there be new rack storage? ❑..Yes If "yes", see Handout No. for requirements Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint tm ofte k eid.uar of sit Alvan; pho soy Redo over 15 lathes sod ~how gasser than 18 thdn) 'For an Accessory dwelling, provide the following•. Lot Area (sq ft): Floor area of principal dwelling Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Cmnpact Handicap: X11 there be a charge in use? ❑._Yes ❑ _No If'yes ", explain: FIRE PROTEGITOtIMAZARDOUS MATERSAI : 0 -. Sprinklers CI-Automatic Fire Ahem None ❑ . Other (specify) Will there be storage or use of flammable, combustlbk or materials in the building? 0.. Yes 0-No I " yes ". attach list of materials and singe locations on a separate 8-112 s 11 paper indicating quantities and Material Sofey Data Sheets. Water D r] _Tukwila ❑ _Water Availability Provided ❑ ...Total Cut cubic yards Q —Total Fill cubic yards ❑...Sanitary Side Sewer ❑ —Cap or Remove Utilities ❑ —Frontage Improvements ❑ —Traffic Control ❑ ._Backflow Prevention - Fite Protection _ Irrigation Domestic Wan ❑...Permanent Water Meter Size_. • 0—Temporary Water Meter Size _ •• ❑ Water Only Meter Sim._........ S _Sewer Main Extension -- Public • ...Water Main Extensiot..__...._Public PUBLIC -WORKS PERMIT INFORMATION -206- 433-0179 - -. Scope of Work (please provide detailed information) Water District 1125 .pbmitted with Aonlication (mark boxes which swirl: 0._Civil Plans (Maximum Paper Size -2r x 3C) ❑ _Technical hdbnnation Report (Storm Drainage) ❑._Bond ❑ _ Insurance ❑ _ Easement(s) a ...Right -of -way Use - Nonprofit for less that 72 toms ❑ —Right-of-way Use - No Disturbance ❑ _C im/E>cavatio&Fdl - Right-of-way Non Right-of-way • Call before you Dig: 1. 800424 -5555 Please refer to Public Works Bulletin #1 for tees and estimate sheet Tntwila ValVue ❑_Renton ❑_Seattle ❑ —Sewer Use Certificate Sewer Availability Provided ❑ _ Approved Septic Plans Provided ❑— Septic System - For ensile system, provide 2 copies of a entreat septic design approval by King County Health Department ❑ - Abandon Septic Tank Q _ Curb Cut ❑ _ Pavement Co ❑ _ Looped Fire ilne won WOO WOO Private Private ❑ _ Highline ❑ - Geotechnical Report ❑ _ Maintenance Agreement) ❑ _ Work in Flood Zone ❑ _ Storm Drainage ❑ _.Renton ❑ - Right-of-way Ilse - Profit for less than 72 hours ❑ - Right-of-way Use Potential Disturbance ❑ _Traffic Impact Analysis 0—Hold Harmless ❑ - Gee haaceptor ❑ _ Chamelization ❑ - Traeh Excavation ❑ _ Utility Undagounding 0—Deduct Water Meter Size __ FINANCE INFORMATION Fire Line Size at Property Line ❑_Water ❑_Sewer Memthi, Service Billine kE Number of Public Fire Hydrants) ❑ - .Savage Treatment Name: Day Teiephooc Mailing Address Cio sine Zp Water Meta Refmnd/Biilme Name Day Telephone: Mailing Address: cm sem Zip Unit Type: Qty Unit Type: Qty .Unit Type: Qty Boiler/Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>I00K BTU Evaporator Cooler Diffuser 3-15 HP /500,000 SW Floor Furnace Ventilation Fan Connected to Single Duct Tbarnosat 15-30 HP /1,000,000 BTU Suspendcd/Watl/Floor Mounted Heater Ventilation Systan - Wood/Gas Stove 30-50 HP /1,75%000 BTU Appliance Van Hood and Dan Water Heater 50f HP /1,750,000 BTU Repair or Addition to Heat/RctvVooling System incinerator- Domestic Emagenny &aerator Air Handling Unit <10,000 CFM Incinaator - Comm/Ind Other Mechanical Equipmar MECHANICAL CONTRACTOR INFORMATION Company Name Mailing Address: Contact Person: Day Telephone: E Address: Fax Number: Contractor Registration Number. Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the tine of permit issuance ** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): se: Residential: New - .0 Replacrment....D Commercial: New Replacement.__❑ Fuel Tyne: Electric. Gas .-.0 'Other. Indicate type of mechanical wort being installed and the quantity below: Value of Construction - In an eases, a value of consttmxion amamt should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Pamit Center to comply with anent fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 1a0 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding ISO days upon written names' by the applicant as defined in Section 107.4 of the Uniform Building Cade (current edition). No application shall 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE&OR AUTHOWZED A Signature: Dater —44c0 co Print Name: E k I M l J L 9 kv Yt Day Telephone: Th(o �7 � / l l MailingAddmss: oN� 1 C1'E' I - PP(te W Cyn � acq (PA "IC 036. I Date Application Accepted: 0517-/0(1 v-rverta.acc— tr-ta0 Date Application Expires: Dit a � 23C Page 4 I Staff Initials: RECEIPT NO: R06 -00790 Initials: JEM User ID: 1165 Payee: STEPPING STONE VENTURES LLC SET TRANSACTIONS: Set Member Amount 006 -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 63.74 006 -105 63.74 D06 -106 63.74 D06 -107 63.74 D06 -108 63.74 006 -109 63.74 TOTAL: 764.88 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE City of Tukwila 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 Total Payment 764.88 SET ID: 0403 SET NAME: STEPPING STONE 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 Steven M. Mullet, Mayor 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 -094 38.51 D06 -095 38.51 D06 -096 38.51 D06 -097 38.51 TOTAL: 154.04 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 SET RECEIPT Payment Date: 03/23/2006 Total Payment:154.04 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 6071 154.04 TOTAL: 154.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 154.04 TOTAL: 154.04 3827 03/23 9716 TOTAL 154.04 Steven M. Mullet, Mayor Steve Lancaster, Director Project• _ c>le/ �,M _s al Type of Infection: /ti4 / N.„, Address: 1 f/ yr ?O y`' n S Date Called: Special instructions: Date Wanted: 5 —Z3 — a.m. P•5. Requester: ' Phone No: INSP'CTION NO. CI OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes, Corrections required prior to approval. COMMENTS: /i nspector / (Datg: /titN7 A AAA /!� rat_ 7 • : vi REINSPECTION E REQUIR Prior o inspection, fee must be d at 6300 Southcente Blvd., Su' a 100. Call the schedule reinspection. [Receipt No.: [Date: INSPECTION RECORD Retain a copy with permit COMMENTS: \ O 1g Terrt / 4, r - ->49' /..41-4-7"/ N/ ,a ,v�Q - 5 A/0 m -1% AI 0 / r ---- - /G i r / -- r /.4 (- A.-p- " z. f A- -'0 i z.. j ,9 jm ipi A ( / cio (f/ /�/ j) p A ( I Special Instructions: Date Wanted: C i- 22 -Q �: P.m. Requester: Phone No: Project:. .57 ./,O t7C, S�d .t/ FS Type of Inspection: , 'yq Address: / /yoas y2,0 5 Date Called: Special Instructions: Date Wanted: C i- 22 -Q �: P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECMON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. In •ecto : i� (Date: CA. t.,.,, ® 5t 2 2. 0 7 REINSPECTION FEE REQUIRED. o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Call the schedule reinspection. l PER 06)431 -3670 Receipt No.: !Date: ,; Project: - Type of Ins ecti n: Ti t DC Address: / /y06 5 /2 Al/ j Date Called: Special Instructions: Date Wanted: '5.--.. /i - 7 a.r p.m. Requester: Phone No: 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. CI Corrections required prior to approval. COMMENTS: Date: T .00 REINSPECTIO E RED= Et Prior o inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: .. Project: Type of Inspection: Address: / <,4Vr 5 42 Ar/s Date Called: Special instructions: Date Wanted: ....6 S' — o 7 a.m. �wg. Requester: Phone No —Oc *c9V - 38'i0 INSPECTION RECORD Retain a copy with permit 4) 1 6 -632- V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 COMMENTS: Date; _ S - I 9 L50.00 REINSPECTION EQUIRED. rior to inspection. fee must be paid at 6300 Southcenter BC .. Suite 1 . Call the schedule reinspection. 'Receipt No.: 'Date: "'` la Approved per applicable codes. El Corrections required prior to approval. Minute Man 1 .2tM'fi t et.10J 1.141 FVE 828 692 0268 Pacific Consulting Engineers 09/22/06 08868am P. 002 ,1000a0045 r_ru September 21, 2005 Mr. Scott Moreno Minute Man Products, Inc. 303 West King Street Fast Flat Rock NC 28726 2170 Bell Ara. Suite 116 • stemmas, CA' 9706 • (916) 7644029 • Er (916) 664-6029 RE: State of Washington Engineer's seal Dear Scott Sincerely Caa David A. Dab= P.E. Wan - / cOO MPPLIAAN(E a neenutn MAR 29200 R aton nnU fM rae COPY Permit No. Please be advised my Washington Engineer's license has bet renewed to 7/17/07. nave 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 yoltr use. CITY OFTUKWILA MAR 2 3 2006 PERMITCENTEh TOTHL P.01 Wr Ot e 1 DESIGN LOADS: • WIND 13 PSF ° - !JOILBEARING 1000PSF • TIE DOWN $TRAP 31503_ WORKING LOAD •SEISMI EONS,_` 4 TI 'DOWN STRAPS i 'SE MIN; 1 114" WIDE x 0035 THICKNESS END PLATED AND MEET ASTM 0395391 • EARTH AUGERS • CRQSS DRIVES, , . { • CONCRETE SLAB ANCHORS GENERAL NOTE& ! 4 . THE CHARTS SHOWN HEREIN ARE FOR THE REQUIRED NUMBER OF TIE DOWNS • @N THE IDES OF.THEMAMJFACTURED HOME. • at NS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH SPORTABLE $g�GGr��I�ON OF mg MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWFL HEREIN. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CANOE uSED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN SE OF CROSS DRIVE ANCHORS 1S PERMITTED, PROVIDED (2) RE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. 5. FOR ALL TIE Dd $1 ikatleATIONS, THE MFG, HOME CHASSIS MEMBERS ARE --SHOWN AS "T BEAMS. FOR ILWSTRATION PURPOSES ONLY. CHASSIS BEAMS CAN ALSO BE V SHAPED OR "RFC" SWIPED. e. END TIE DOWNS CM BE LOCATED WITHIN 2C OF EITHER SIDE OF CHASSIS BEAM AXIS AS $FiOVyM. � h .. _. iLVIN, T. THE SIZES, TYPES, LENGTHS, ECT, OF MATERIAL SHOWN HEREIN ARE MINIMUM. LARGER. LONGER, HEAVIER MATERIALS SUPPLIED BY MINUTEMAN PRODUCTS. MAY BE 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 IOW CHASSIS CENTERS PROVIDED THE HEIGHT FROM GRADE TO THE BOTTOM OP THE CHASSIS SEAM DOES NOT EXCEED 1r. f Q TIE DOWN STRAPS IN THE LONGITUDINAL OR TRANSVERSE DIRECTION CAN BE BOLTED TO THE HITCH ATTACHMEN% PLATE THAT IS WELDED 10 THE CHASSIS BEAM. Minute Man 828 692 0259 - 09/22/06 08,SSam P. 003 MINUTE MAN ANCHORS, INC. stun EAST PLATROO PR (BOO) 43S-7277 ENGINEERED TIE DOWN SYSTEM DESIGN & GENERAL NOTES 2962E MIN. (TESTED TO 4750# MIN.) 17270 (CALCULATED) • 1390# (CALCULATED) • ! eaRB - 1 Nl' / 0 7 1 Minute Man :'SCA•• SHOWN SEE '.4'grc•'Me1s: rcQ 00WN C.%KCTIONS� Au ' L N04636, EZDH & MMA34 EARTH AUGER TIE DOWN MILS 1/a' HOIE Km. EONS 1 /2" MO7 SCL7. - NICK STRAP SEEY'aEAM CNn94s rpR M 00vm ANCHOR "C" BEAM CHASSIS 828 692 0268 09/22/09 08:68am P. 004 MMASN rVUWE M sma1RER PLATn MILL or 1I 2 a a W 0 7 INSTALL smt MVP DO ANCNDR 'RFC' BEAM CHASSIS INSTALLATION INSTRUCTIONS 1. THE DRIVE MACHINE 1S STARTED AND THE ANCHOR IS 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.ZANCHOR STABILIZER WILL BE AT ITS REQUIRED INSTAU.ATION POSITION. 2 FOR THE EZ ANCHOR/STABILIZER TO ACHIEVE FULL POTENTW. INSTALL. THE ANCHOR VERTICALLY W1TH NO DEVIATION GREATER THAN 10 DEGREES. NOTE A SLIGHTLY GREATER ANGLE MAY SE USED TO STMT THE ANCHOR TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR IS 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 MOSS DRIVE TIE DOWN EarAM paw , ea Ent M tW Mr47e Oar r FM LTAV MTM mat nur— MM�SI MRWE TS STN* W/ S C"i Le rag_ !Mow.. Set CNU SSi egrTIC/6 Caen MAX CRoUND tart S M CCWN EARTH AUGER TIE DOWN ttt TIC DOOM BOLT R NUT ORM MOOR CROSS ()RIVE W/ ST$S4Lt7P14 PI ATP nE•61 gh FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: EZDH EARTH AUGERS 1. SEE DETAIL 11-118 BOOKLET FOR INSTALLATION INSTRUCTIONS. EARTH AUGERS 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE LEAVING APPROX. 17 OF SHAFT EXPOSED. 2. INSTALL STABIUZER 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 DRIVES ARE USED WHERE HARD ROCKY SOIL OCCURS. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 7ASPHALT, INSTALL MMA4D2 STABILZER PLATE, OR PLACE 17k17X17' DEEP CONCRETE • CONCRETE SLAB ANCHORS 1. CONCRETE SLAB TO EE MINIMUM 312' THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR IS 28 80. FEET. 3. DRILL PROPER SIZE HOLE IN SLAB MINIMUM 17' FROM ANY EDGE ALL APPLICATIONS 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT NUT, CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. TIE DOWN LOCATIONS Minute Man 828 882 .0258 pc CHART SINGLE WIDE INSTALLATION INSTRUCTIONS SE CHART DOUBLE WIDE 0S/22/05 08,SBam P. 00S OS it Gowns SEE over TRIPLE WIDE M n E DTS °H 2 ,. 4 1 m ©ZIOEIEll TIR NO` WNS Hann MAX LENOTHEY MPo9FgME EARTH AUGERS I ` CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS 36'154' 77 w i t PSV 37 47 67 67 73' MAX LIEN3DRIF MKIDIar 34'4788'59'88' NOTE: IF OBSTRUCTIONS PRECLUDE THE PLACEMENT OF THE SIDE 71E DOWNS AT THE 2' LOCATION SHOWN SIDE TIE DOWNS AT 24' FROM EACH END HAVE A TOLERANCE OF It - � - j h MIN. END TIE DOWN NOTE; TIE DOWN STRAPS - *D fHE CHASSIS BEAM ENDS'(END TIE GOWNS) CAN BE ATTACHED TO A CHASSIS SUPPORT PIER WITH A PIER 2OLT ON TOP. (SEE SKETCH ABOVE). Minute Man MMA"a02 STABILIZER PLATE STABILIZATION PLATE WELDED TO ROD GUIDE & STRAP HEAD NAPA -21WDH MMA- 210POH STABILIZER CAP COMPACDNO DISH 828 882 0258 NC4438 7/8 DU 38 AUGER ANCHOR • AZTEX ANCHOR MMA -35 CROSS DRAPE ANCHOR CROSS DRNE ANCHOR w/ 3/4 RODS w/ 23/32 RODS MMA SPLIT BOLT & NUT E MMA -18 CONCRETE ANCHOR SLAB USE WSW ICLES FOR ,• - 4' PLANCCS MAW-91 5/8 DIA MMA -92 3/4 0LA MMA -94 3/4 DU 32 "4UOER ANCHOR 32 "AUGER ANCHOR 36 AUGER ANCHOR ILIA/ 01 -03 09/22/06 09169441 P. 008 MM 32 STEEL STRAP w /BupcEL icP 00 0 ,... •1• PLATE' 6W17VM MATE LONGITUDI BE AND CLAMP (FOR WIND ZONE I) MMA 6 3/4 0H 4430 NU 3/4 LOCUM OR e" 4 MMA -71 STEEL STRAP w /CORNER t!E MMA -34 BOTTOM PLATE TOP PLATE CHASSIS SEAM USE INSIDE MOLLS FOR r - 3 FLANGES 4- Ear swot e Maave DOLTS e 4' NCH STRENGTH MAPCO WA 71 CORNER ft • OA GOP CONNECTED W.ARrst To MMA -850 3/4 DIA 4430 OM 3/ DIA 50 - AUGER ANCHOR 30" AUGER ANCHOR HOR NE ROD 1 w ESE Construction Inc. 7189 F&S Grade Rd. Sedro Wooley, Wa. 98284 380. 7083599 380.8564345 fax WAINS #1937 11105 ESECOI t000RA 12105 Ron Soini President Any size manufactured home 12'114116' wide to 7 State approved tie downs every 11' on center Foundation pier blocking 8' center to 12' center Manufactured Home Main Beam in> 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. 1 Perimeter block at every door and window larger than 48" cmr o ni WILA MAR 2 3 2006 PERMITCENTEh Dave-0g "f t6- of -*O4rt fecFgi guarantee calgc ace products alwa els are_impact ensure they always look their best. Skirting- ischecked for compound consistency and heat distortion. uarcr 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 manufacturers 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 Phone: 800.800.2244 Fax: 816.903.6942 www.variform.com ® Variform. and The Confident Choice are registered RECEIVED CITY R 232 6�Eti ] ProGuard PERMITCENTEtt tttrol'4 ProGuar :OLORS ige r • Attractive rough -sawn texture • Available in solid and center- vented panels • Patented center -vent design for maximum airflow • Easy to install • Limited Lifetime Warranty Gray Pearl d TM Components The - Difference 1 Top -rail design resists warping and blowout. Pre- notched front top rails allow for expansion overlap and help reduce installation time 2 Removable -panel design lets you store garden tools, Lawn furniture, and children's toys out bf sight — but not out of reach. 3 Extra wide, 16 -inch panels mean fewer panels to cut - which saves even more installation titre: 4 Unique design ets 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. Tan The Confident Choice (Colors are used in photo are for enhancement purposes only). 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 `V shaped bottom rail design (instead of a narrow "U" shaped channel) provides a stable foundation and prevents the channel from buckling. 8 Bottom rail design with its precut slots for ground spikes or cement screws, allows for ease of installation on concrete or directly on 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 25' - 28' 18 20 21 23 24 22 24 25 28 23 25 25 28 25 27 27 28 29 29' -36' 23 25 27 29 30 27 30 31 35 28 31 32 36 31 33 35 35 36 3r- 48' 30 33 35 38 40, 36 40.41 46 37 - 41.42 48 - 741 ., _ ,46: -46 - 48 ... fa il% red -, 11 " -12 . ii. 1 1d,:> AA 11- 14 _14 :" i6:_: A. 14 ProGuar :OLORS ige r • Attractive rough -sawn texture • Available in solid and center- vented panels • Patented center -vent design for maximum airflow • Easy to install • Limited Lifetime Warranty Gray Pearl d TM Components The - Difference 1 Top -rail design resists warping and blowout. Pre- notched front top rails allow for expansion overlap and help reduce installation time 2 Removable -panel design lets you store garden tools, Lawn furniture, and children's toys out bf sight — but not out of reach. 3 Extra wide, 16 -inch panels mean fewer panels to cut - which saves even more installation titre: 4 Unique design ets 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. Tan The Confident Choice (Colors are used in photo are for enhancement purposes only). 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 `V shaped bottom rail design (instead of a narrow "U" shaped channel) provides a stable foundation and prevents the channel from buckling. 8 Bottom rail design with its precut slots for ground spikes or cement screws, allows for ease of installation on concrete or directly on ground. ACTIVITY NUMBER: D06 -094 DATE: 03 -23 -06 PROJECT NAME: STEPPING STONE VENTURES SITE ADDRESS: 14005 42 AV S, UNIT 7 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: AWL 3 -2 Bui dig Division ICJ Public Works DMA Lia (P DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documentirouing slip.doc 2-28-02 PERMIT COORD COP`, PLAN REVIEW /ROUTING SLIP 5!I k/a 3.t,8 Fire Prevention Structural Incomplete ❑ ❑ Permit Coordinator TUES/THURS RONG: Please Route Structural Review Required ❑ No further Review Required DATE: Approved with Conditions DATE: M Plamm Division Not Applicable DUE DATE: 03-28-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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: OwnehJnformabon ;,;= , Age . _. Ct.Ftirson >. Name: C4. / b I ■ - ,1 t Name: - -I �. ill • dress�i 03t`13 ` Imo" Ave.. Address C bs i cr Rue, Phone: rQ 4 tr q 3 1 Phone: (0 / 7"l� e Win RECEIVED CITY OF TUKWILA MAR 2 3 2006 PERMIT CENTEN CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district PERMIT NO.: ' ^ e"1 +- .PartAt4C becompietedty-appiicahE? Site d$ rasa (attach map and legal scription showing rant location and size of main): * p aha7 V¢. `� 1vkrr,;(w to-A l&l toR This certificate Is %r the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commerciallndustrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of stricture Is a SO ft. Area Is served by (W (Water Utility District): IA-1 fl T - r & 4\ 1 SS Owner /Agent Signature 0' ❑ Short bdivision W Other ML Y I i ` ' 1C.t..e. L)n Date PartB Totetompletedb zwatetutilitydistrict 1. The proposed project is within i c..n_ Li –4-n t ry (City/County) 2. [,.NtriMprovements required. 3. The Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be gelded and will be available at the site with a flow of at 20 psi residual for a duration of 2 hours at a velocity of 't. 7 fps as documented by the attached calculations. 5. Water availability: cceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item 13-2 are met. 0 System Is not capable of providing service to this project. 1 hereby certify that the above information is true and correct �o GD . Loth— n'./t.. O (&r l ? S Agency/P ne %applications \water availability (7 -2003) Printed: 9 -16-03 By A LA-02t.., 3Q gpm _ ZO —O4 Date � _ -zo - License Information License ESECOI *OOORA Licensee Name ESE CONSTRUCTION INC Licensee 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, Electrir'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 11 AS -BUILT " A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. 15, T.W.P. 23 N., R. 4 E., W.M., IN KING COUNTY, WASHINGTON Nod- fIGnE: RevYlprwNrgnlra IMF plM�bnI1N1 alltl 1TOV Nkudeedlr101111(IMn IrYIMIM 1 ►4' N - EDGE K PAVEMENT - - S. 14 ST. EaE 2 I NB7•SI.23•V. - � - 1 �I �I i�.. -. - _ _ w- .- 531.14• `'� I YD y\ a0 NODULAR ND1E I'r.I 1 5o a } I All yy� MODULAR HnME to 301 I y �O dy►y' t�81 Irfx9=1 HaDULAa Hn¢ �i MODULAR HOE j , I (FID C3 a� 11 14244 ... 1 i� b011LAR HNOE c3 I� — ma 6 Ny � o. {y ; ?,. -.•,•. r 136 -1341. O lii7 . I & MOULAR HOE — +- "`�q,i:i's;: ;• ? *� ,,•'^6 �Y. f � I TOWING 1 G oEX BLD. O 4r 'll�' / /�✓� � ITq Od7 }}}XXX iQ UTILITY M.DG C4C(• � p 13•C7 � I 'C - 4jx'EA'r O C° •` J 1 50 _0-j 4 3 j1.1...1X56' MODULAR HOME � O, tyi �.. iA i►� I EDGE OF PAVEMENT 11 I EDGE OF PAVEMENT I b 3FS q • L.. 1Lx 2.Ts i�71 R, i t1 It,� It. R 1 a n.T; rz3s� 7K ro Y tqq'' r NJ. {{ V ,W N S. 141 ST. SL - — - -" — _ — _ _ fu - _ ,e IE-- - ONCF MAR 2 9 �pn�i tOv -w Wjr,10 0 • . il( Ill�lII�III� :IIL`,!i.!�I�I��II��I�,t��f���, Inch 1118 rvu r "< s r�j11,Y?r� Sint` a ep" I <)N 2, Since }F ' l l ILI I I I I I I I I I I I I I I I I I I I I I I I I I LI I LI I I ITU i I ll I I I ll I I I I I I I I LI.IJ ► h 1 i t r1115h 1i�i1 lh 1i � 6 U TrT mml-lu ULM T ii e lltr ry {a `tL'i1:,b' j 9,1 9 L 9 4wcw� 4 IIIIIIIIIIIIIIIIIiIInIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFIIIIIIIIIIIIIIIIII�III .II M Pie Mlt No. Qnfij V -� .01#o Mo Mview approval Is subject fm enal and pry AP�phovai of construction docurrao does not auft the vioiatlon Cf c. -• N canpted code or ordinance. Reo1 roved R- M :a onditions Is a� BY - N Debt: ` s kMbMG DIVISION BASIS OF BEAFINO SOUTH LINE OF S.V. 1/4, SEC. l5, T.VP. 23 N., R 4 E., ND7.3S'07'V, AS SHNNN W RECORD O" SURVEY AS RE- CORDED IN VOLUME 97, PAGE 155, RCORDS OF KING COUNTY, WASHINGTON. INSTRUMENT USED A FIELD TRAVERSE USING A S13KKIA 3100 TOTAL STATION INSTRUMENT WAS USED TO ESTABLISH THE RELATIONSHIP BETWEEN THE CONTROLLING NO UMENTATION AS SHOWN. LINEAR AND ANGULAR CLOSURE OF TRAVERSE MEETS THE STANDARDS OF VAC 332 - 130 - 090. LEGEND 1111044 B FOUND MONUMENT AS NOTED' Is CALCULATED MINT RECORD OF SURVEY AS RECORDED IN VOL. 16, PC. Z9. MONUMENT DESTROYED DURING NEW CONSTRUCTION OF INTERNATIONAL BLVD. (PACInC HWY. SOUTH) O SET No. 3 REDAR AND I.L CAP REFERENCES 1. TITLE REPORT ORDER NO: 1145210 PREPARED BY CHICAGO TITLE INSURANCE COMPANY. 2. THE FaLOVING RECORD OF SURVEYS VOL. 97 PG. 155 L 136. cu IT 13F AND PLAT or JAMES CLARK'S GARDEN ADDITION TO THE CITY - SEATTLE. A. 13 O" PLATS, P4 12, AND 3. ADDITIONAL ROBBINS DF WAY A0111w" ADD., rr•Va�r7e.,..�'' �' ...,., 4. MONUMENTS IN INTEI BEEN DESTROYED DU FROM SURVEY BY V. L E CBAL DtSCRIPTION THAT OF SEATTLE ACCDROINO •TO TFE PLAT FEW •REL'ORKO ADD IS THE OF PLATS, PAGE(S) 12, IN KING COUNTY, VASHINGTOW LYING EAST OF THE EASTERLY MARGIN OF STATE ROAD No. 1 (PACIFIC HIGHWAY SOUTH) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NU1Kg 101423 , EXCEPT THAT PORTION THEREOF CONDEMNED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 6099101 TOGETHER WITH THE NORTH 322,7 FEET OF THE VEST 520 FEET O" THE EAST 540 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROAD No.I (PACIFIC HIGHWAY SOUTH) BY GEED RECORDED UNDER RECORDING NUMKR 20491441 AND EXCEPT THAT PORTION THEREOF CQNKMNED FOR COUNTY RIGHT or WAY (42ND AVENUE SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMM 6110901 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 DESCRIKD PARCEL OF LANDI EXCEPT THOSE PORTIONS CONVEYED' TO THE CITY OF TUKVILLA BY KEDS RECORDED UNDER RECORDING NUMBERS 20020416003153: AND 20020416003156. (LEGAL DESCRIPTION FROM CHICAGO ,TITLE INSURANCE ORDER No. 114S21D) CITY OF TUKWILA I ID MAR 2 3 2006 uw PERMIT CENTEH I