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Permit L09-063 - MANN GURDEV - SHORT PLAT
MANN SHORT PLAT 5708 S 142 ST L09-063 May 28, 2010 Robert Parnell 4422 187th P1 SE Issaquah, WA 98027 City of Tukwila Jim Haggerton, Mayor Department of Community Development • Jack Pace, Director NOTICE OF DECISION RE: Mann Short Plat L09 -063 5708 S 142nd Street, Tukwila WA (parcel #336590 -0765) Dear Mr. Parnell, The Short Subdivision Committee has completed review of your short plat application (No. L09 -063), and determined that it complies with all applicable City code requirements. The City SEPA Responsible • Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1) Apply for Traffic Concurrency Certification. The application fee is $300.00. 2) Applicant shall execute a Sensitive Area Hold Harmless Agreement with each permit due to presence of Class 2 slopes on site classified as landslide potential is moderate: slope is between 15% and 40% and underlain by relatively permeable soils. 3) Utilities and undergrounding of power shall be constructed/installed as part of the building permits for each lot. A Street Use activity will be part of the building permits and shall require bonding, insurance certificate naming Tukwila additional insured, Tukwila business license for the JR Page 1 of4 05/27/2010 H: \Short Plats\Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC) Preliminary Approval.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206- 431 -3665 Wc)c�� otA contractor performing work within the right -of -way (R.O.W.), traffic control plan and a R.O.W. Hold Harmless Agreement submittal. 4) Due to roadway pavement disturbance for installation of new utility lines a pavement mitigation fee will be assessed by Public Works as part of Public Works Type C Construction Permit. 5) The location of the common access driveway for lots 2 and 3 on the site survey does not match the driveway easement location depicted on the civil site plan and shall be adjusted so both of them match. Please reevaluate the existing topography for the optimal and the most beneficial location of the common driveway. Note TMC 8.25.020 requires that no more than 50% of the front yard or 800 square feet, whichever is smaller, may be used for driveway areas. Civil plans submitted for the Public Works infrastructure permit will be reviewed to ensure the requirements of TMC 8.25.020 are met. 6) Please update the geotechnical report and submit perc test results to verify that the future homes can have individual infiltration /dispersion system. Public Works considers the individual force main drainage systems as the least desirable solution. The geotech engineer shall review and approve the plans prior to obtaining City permits. Services of a geotech engineer shall be also required during construction. 7) ' The existing septic tank that was pumped out as result of the demolition permit shall be removed as part of the future building permit. 8) A separate easement/maintenance agreement document for common driveway and any common infrastructure in a recordable form shall be submitted for review and approval. 9) Fire and Parks Impact Fees will apply to the new homes, and will be assessed with building permit application fees. 10) The final grading plan must show a flat area below rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 11) Any significant trees that shall be removed from areas that have 15% slope or more are subject to replacement trees according to the ratio stated under TMC 18.54.130. An inventory of trees to be removed shall be submitted to the City of Tukwila prior to issuance of the Public Works site construction permit. Any replacement trees that shall be planted to meet Tree Regulations requirements shall be shown on site plans submitted with building permit applications. 12) Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval and revised per the attached redlined map. The surveyor's original signature must be on the face of the plat. 2. Separate easement/maintenance agreement document with legal descriptions for any common access /utility infrastructure. JR Page 2 of 4 05/27/2010 H: \Short Plats\Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC)_Preliminary Approval.doc APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of the Notice of Decision (06/11/2010). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $115. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by May 28, 2011, one year from the date of this preliminary approval, or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. JR Page 3 of 4 05/27/2010 H: \Short Plats\Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC)_Preliminary Approval.doc 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, ck Pace Chair, Short Subdivision Committee Enclosure: Survey map cc: Bob Giberson, Public Works Director '14 (please initial your approval) Nick Olivas, Fire Chie - t4b(please initial your approval) Gurdev S. and Sarabjit K. Mann, Owners King County Assessor, Accounting Division JR Page 4 of 4 05/13/2010 H: \Short Plats\Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC)_Preliminary Approval.doc APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. I order to appeal the decision a written notice of appeal must be filed with the Department of/ C�'ommunity De elopment within 14 days of the issuance of the Notice of Decision (06/04/2010). The reuirements for s , ch appeals are set forth in Tukwila Municipal Code 18.116. Appeal aterials shall include: 1. Th . name of the appealing party. 2. The . ddress and phone number of the appealing party; and if the appealing party is a corporation, associ.tion or other group, the address and phone number of a contact person authorized to receive notices . n the appealing party's behalf. 3. A statem- t identifying the decision being appealed and the alleged errors in the decision. 4. The Notic of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the de ision being appealed; (b) the harm sufferedOr anticipated by the appellant, and (c) the relief soug t. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $11 Any appeal shall be conduct :• as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the app al is the City's fin9I decision. A party who is not satisfied with the outcome of the administrative ap Deal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursu t to the p kedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an M NS or . EIS may be included in such an appeal. 2. Final Approval The next step is to install the requi -d site im ovements, comply with the conditions of approval and submit the necessary short plat documents (su , legal descriptions, and other required paper work). You may apply to delay install ton of the site im ovements up to six months beyond final approval subject to the approval of the ublic Works Directo A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be urrent prior to final approval. Please check with the King County Assessllor's Office and the City of Tukwi1 Finance Department prior to submitting final documents. After the/documents have been found to be inrder, and the all of the requirements of the short plat have beer met, the Chair of the Short Subdivision committee signs your short plat which constitutes a grant& final approval. Expiration The final approved short plat must be filed with the King County Department of Records by May 21, 2011, one year from the date of this preliminary approval, or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. JR Page 3 of 4 05/13/2010 H: \Short Plats\Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC)_Preliminary Approval.doc King County Department of AllOsments: eReal Property A ' • Page 1 of 2 HOME NEWS SEMI /b.ES ciPECTGp.' CONTACT L j I Search King County Department of Assessments Fair, Equitable, and Understandable Property Valuations You're in: Assessments %> Onhlle Services n> eReal Property SHARE n Reference Links: New Search I Property Tax Bill 1 Map This Property I Glossary of Terms l Print Property Detail PARCEL DATA Parcel 1 336590 -0765 Jurisdiction TUKWILA Name Site Address Residential Area MANN GURDEV S•SARABJIT K 024 -007 (WC Appraisal District) Levy Code Propert Type Plat Block / Building Number Plat Lot / Unit Number 2380 1 -2 Quarter- Section - Township -Range SW -I4 -23-4 Legal Description [HILLMANS SEATTLE GARDEN TRS LAND DATA Highest 8 Best Use As If Vacant !SINGLE FAMILY Highest 8 Best Use As Improved I PRESENT USE Present Use Base Land Value SqFt I Single Family(Res Use/Zone) 0 !Percentage Unusable l Unbuildable 1 Restrictive Size Shape I Zoning NO NO LDR Base Land Value 1130,000 Water WATER DISTRICT % Base Land Value Impacted 1100 Base Land Valued Date 12202007 Sewer /Septic PUBLIC Base Land Value Tax Year 12008 Land SqFt Acres 121,120 0.48 Road Access 1 Parking ;Street Surface PUBLIC PAVED Views Waterfront Rainier Territorial Olympics Cascades Seattle Skyline Puget Sound Lake Washington !Waterfront Location Waterfront Footage I Lot Depth Factor 1 Waterfront Bank Tide /Shore 'Waterfront Restricted Access 1 Waterfront Access Rights NO Lake Sammamish Poor Quality Lake/River /Creek Proximity Influence NO Other View Designations Nuisances Historic Site NO Current Use NO Nbr Bldg Sites 2 Adjacent to Golf Fairway NO Adjacent to Greenbelt NO Other Designation I NO Deed Restrictions l NO I NO Development Rights Purchased Easements 1 NO Native Growth Protection Easement I NO DNR Lease I NO Topography NO Traffic Noise NO 1 Airport Noise NO Power Lines NO i Other Nuisances NO Problems Water Problems NO Transportation Concurrency NO Other Problems NO Environmental Environmental NO BUILDING J TAX ROLL HISTORY Account Valued 1Tax Year I Year Omit Year Levy Code Appraised Land Value Appraised Imps Value Appraised Total Value New Dollars Taxable ;Taxable Land I Imps Value ;Value Taxable Total Value Tax Value Reason 336590076509 2010 12011 2380 9120,000 $0 $120,000 $0 9120600 100 9120600 • Kino County Tax Links • Property Tax Advisor • Washington State Department of Revenue (External link) • Washington State Board of Tax Appeals (External link) • Board of Appeals /Equalization • Districts Report • I■ap • Recorder's Office Scanned images of surveys and other map documents Scanned images of plats http: / /info.kingcounty.gov/ Assessor / eRealProperty /Detail.aspx ?ParcelNbr= 3365900765 02/03/2011 King County Department of Aesments: eReal Property 336590076509 2009 2010 12380 5120,000 336590076509 2008 2009 12380 5130,000 336590076509 2007 2008 12380 $130,000 336590076509 2008 2007 12380 $79,000 2380 574,000 2380 570.000 336590076509 2005 2006 336590076509 2004 2005 336590078509 2003 2004 336590076509 2002 2003 1 50 10120,000 $0 $0 $0 $0 50 S0 50 S0 1 5130,000 $75,000 $205,000 586,000 15165,000 3155,000 35144,000 1 5129,000 15126,000 567,000 15139,000 551,000 18123,000 2380 570,000 2380 570,000 1587,000 574,000 559,000 556,000 33659007650912001 2002 336590076509 2000 2001 2380 572,000 2380 572.000 336590076509 1999 2000 2380 $72,000 $47,000 $119,000 336590076509 1998 1999 336590076509 1997 1998 336590076509 1996 1997 2380 12380 12380 $72,000 50 $29,000 15101,000 $0 ?$0 5120,000 $130,000 C$130,000 $79,000 $74,000 $70,000 $70,000 50 $70,000 50 572,000 50 972,000 50 $72,000 50 551,000 50 $51,000 $0 5120,000 00 $130,000 575,000 5205,000 $86,000 $165,000 $81,000 $155,000 574.000 5144,000 559,000 $129,000 558,000 9128,000 • $67,000 9139,000 1551,000 $123,000 1547,000 $119,000 $26,400 $77,400 926,400 977,400 FS 50 50 50 $0 $51,000 528,400 $77,400 336590076509 1995 1998 12380 50 SO 50 $o 551,000 926,400 577,400 336590076509 1994 1995 (2380 50 50 60 50 551,000 $26,400 $77,400 336590076509 992 1993 2380 50 so 50 $0 $53,400 920,100 $73,500 336590076509 336590076509 336590076509 1990 1988 1986 1991 1989 1987 336590076509 1984 985 12380 12380 42380 12380 50 50 338590076509 1982 1983 12380 50 SO 1so 50 ($0 50 1$0 $0 150 50 50 555,100 $0 $27,000 $0 $48,600 $20,700 575,800 $16,600 $43,600 51,600 $50,200 $0 50 528,000 $26,900 $26,000 1526,900 952,900 552,900 SALES HISTORY Excise Number Recording Number Sale Date Sale Price Seller Name Buyer Name Instrument Sale Reason 2295231 20070829002454 8282007 50.00 GHR MANN GURDEV S+SARABJIT K Quit Claim Deed Other 2170466 20051121002110 11/162005 5480,000.00 KOCHHAR KANWAWIT SINGH GHR L LC Statutory Warranty Deed None 1826996 20010629002952 6282001 $141600.00 FRESE ANGELINE M KOCHHAR KANWALJIT SINGH Statutory Warranty Deed Estate Settlement REVIEW HISTORY PERMIT HISTORY Perrnit Number Permit Description Type Issue Date Permit Value Permit Status Issuing Jurisdiction Reviewed Date 007 -316 Demolish 8 remove existing SFR w/basemont. Demolition 9/192007 55,000 Complete TUKWLA 8/11/2009 HOME IMPROVEMENT EXEMPTION NOTES New Search I Property Tax Bill I Map This Property I Glossary of Terms I Print Property Detail Updated: July 9, 2010 Page 2 of 2 Quick answers 1 Property tax assessments 1 Taxpayer assistance 1 Online services 1 Reports, data 1 Forms 1 News room 1 Contact us 1 About us 1 Site map Home 1 Preggy 1 Accessibility 1 Terms of use 1 Search Links to extemal sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. ® 2011 King County http: // info.kingcounty.gov/ Assessor / eRealProperty /Detail.aspx ?ParcelNbr= 3365900765 02/03/2011 VIH MANN/GURUNAM SINGH 15842.,94th AVE SW SuRiEN :; WA 98'166, FLE 116: ..COMMONWEALTH LAND TITLE INSURANCE COMPANY OF PHILADELPHIA „ 11 20051121002110 OLO REPUBLIC T WD 33.00 PROEM OF en 11/21/200 14:27 XING COUNTY, UA E2170466 11/21/2005 14:20 KING cGUNTY, SZ1 $418:1111S STATUTORY WARRANTY DEED 1 PAGE001 OF 001 RE: 5708 S 142nd ST TUKWILA WA 9816S & 918 W MEEKER ST. KENT WA 98032 Grantor(s): KOCHHAR,'..KanWalji.t Singh Grantee(s) GIR, LLC • Legal Description: Parcel A; Lts I & 2, Ali< 8 HTLf.mAN'S:SEATfl12 ovitegN TRACTS: Parcel. 8; Pcr ATidkPc nAD'i;ceq94.4f4PED 3To590-0750-c9...& 242ZA-9104L.C$ THE GRANTOR KANWALJIT..SINGH.KOCEOAR,..an.1.3,1:147A:d0 for and iri consideratidn of .TEN...and..N0/100. .Dctr,LARs A $14,00. .. other ,g94:1 and idft 4F,09Mdae.Aavqr?flus to GHR, LLC, a Waehirigtod company the following desCribed:real estate, situated in the County of • • • • • State* Washington: LEGAL:DESCRIPVIOR"atached hereto as "EXEIIBIT A" and incorporated herein by this eeference thereto. SUBJECT To: Agreeltentd, Conditions, Covenants, Easements, Reservations and ReStriction'S ,appearing Of public record and/or running with the land, which as Oft,he' recording of::thi-beed appear under Recording No(s) 8701090744 or on the face of the Plat. ALSO SUBJECT TO Deeds of Trust under Recording Nos 200112190028.93.'an0301,06062853 which Grantor will continue to pay. State of Washington 06)..REP1A3LICTITI4 LI.O.a1"-::(*.:.?-77S — County of KIliq I certify that I know or have satisfactory evidence that .... 1*W.-!,1#. SINGH. 1(9041AR :.: .:. ANaine..Of Pers,oii)., .:..,. is the person who appeared before me, and said person acknowledged.that (heishe):•siined this.MstrUinebt and acknowledged it to be (his/her) free and voluntary act for the uses a j$.rpis ioned'in the ' tnimenE.,..... Ailir 7 41(///1"0.166-ettoolt,moriz''-- 1W., PuOlid ..QARY P SCHUETZ ?‘..56,4-07 :. (Title) My appointment expires Dated: . . • / . ........ 1:,:•;■&111; (Seal or Starof., A 0 • q t' ; 4. • 11Y4;'•-'.• /. ..... / ... s O. 0, .. ... .... m ...... • LEGAL DESCRIPTION EXHIBIT The land referred to is situated in the County of King, Clay of Tukwila, State of;Washington, and Is described as follows: PARCEL A: Lot(s) 1 and 2, Bfock 8, HILLMAN'S SEATTLE■RDEN TRACTS, accofding.;to the plat thereof recotded in Volume 11 ofPfats, page(s) 24, records of King County, Wabington PARCEL Br That portion of:the Southeast quarter of the Northwest quarter ©f Section` 24, Township 22 NOrth,`Range 4 East, W:M., fry Ong County, Washington, described as follows: • Beginning aE the intersection of the South line of Meeker Avenue, now Meeker' Street, .with the East line of Madeen Avenue THENCE East along the South line of Meeker Avenue, now West Meeker Street, .50 feet to the True Point of Beginning; THENCE:Soutli parallel to the East line of Madeen Avenue 180 feet; THENCE East 60 feet ;' THENCE North parallel to theiast line of Madeen Avenue 180 feet; THENCE West 50 feet to the True Point of,Seginning. BOTH SITUATE in the County of King; State of Washington 5ayc t t ccm b y wS �✓'p,'40 5 rQ.,,,r, 1 P tun clod-xi/6 ? ylos k. kiat-(s nra�►�?'"_',.",tt • 1-ir{ 4 P ares EegS c�u1t i s►w¢ y ?..r r'd t K44o picots- - , s June 20, 2007 Robert,Parnell 4422 187th P1 SE Issaquah WA 98027 RE: Short Plat L07 -010. 5708 S 142nd Street, Tukwila WA. cJva4ya NOTICE OF DECISION Dear Mr. Parnell, The Short Subdivision Committee has completed review of your short plat application (No. L07- 010), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS kp-'5( mice "7b 1 e and do not show it on the survey map. ' away/ice" pH 5 u✓VC y P t Apply for traffic concurrency certificate prior to the final plat approval. The application is attached to this approval letter and the application fee is $300. --- tno F apfoteea MD Page l of 5 T:\Links\Docs\L07- 010\L07- 010 -GHR short plat - Preliminary approval.doc 06/14/2007 11:07:00 AM Utilities and undergrounding of power shall be . constructed/installed as part of the ct"a''`iR building permit for each lot. The extension of sewer and water lines to the lots shall b: dat approved by the appropriate utility district and conform to the Civil Plans prepared b R.N. Parnell Company received by the city o ebru. 14, 200 A Street 1 se • ermit . will be part of the building permits and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. The applicant shall obtain sanitary sewer stubs to individual future lots. Applicable fees shall be paid to Valley View Sewer District at the time of construction. The applicant shall obtain a permit from Water District 125 for tapping into the water main to install water service /water meter to each of the future lots. Applicable fees shall be paid to WD #125 at the time of construction. Due to pavement disturbance for installation of utilities (sewer, water, power, telecommunications) a pavement mitigation fee will be assessed by Public Works as part of Public Works Type C construction permit. Please submit easement legal description/maintenance agreement or separate tract legal description (metes and bounds) with maintenance agreement for joint driveway area, as a separate 81/2x 11 document with a 1" margin all the way around. It is preferred that you set it up as an easement. Please reevaluate the existing topography, flat area in the immediate vicinity of the existing driveway might be more suitable for joint access. \( Please submit geotechnical information/perc test to verify the future homes can have individual infiltration systems. If not a joint storm drainage system shall be constructed prior to final approval. The final grading plan must show a flat area below rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. Any significant trees that shall be removed from areas that have 15% slope or more are ww11 '' subject to replacement trees according to the ratio stated under TMC 18.54.130. Any replacement trees that shall be planted to meet Tree Ordinance requirements shall be shown on the site plan along with the building permit submittal. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval and revised per the attached redlined map. The surveyor's original signature must be on the face of the plat. 2. Separate easement/maintenance agreement document with legal descriptions for any common access /utility infrastructure. L07 -010 MD Page 2 of 5 T:\Links\Docs\ L07- 010 \L07 - 010 -GHR short plat - Preliminary approval.doc 06/14/2007 11:07:00 AM APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (07/11/2007). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1.. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $105. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior . Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King. County Assessor's Office and the City of Tukwila Finance L07 -010 MD Page 3 of 5 T:\Links\Docs\L07- 010 \L07 - 010 -GHR short plat - Preliminary approval.doc 06/14/2007 11:07:00 AM Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by July 20, 2008, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, Jack Pace Chair, Short Subdivision Committee Enclosure Survey map cc: Jim Morrow, Public Works Director (please initial your approval) Nick Olivas, Fire Chief (please initial your approval) , Owner L07 -010 MD Page 4 of 5 T:\Links \Docs \L07 - 010 \L07 - 010 -GHR short plat - Preliminary approval.doc 06/14/2007 11:07:00 AM King County Assessor, Accounting Division L07 -010 MD Page 5 of 5 T: \Links \Docs \L07 - 010 \L07 - 010 -GHR short plat - Preliminary approval.doc 06/14/2007 11:07:00 AM Atter recording, return to (Nam o A4dress, Zip): 20120823000832 RN PURNELL EAS 64.00 PAGE -001 OF 003 KING 3COUNTY, WA4 EXCISE TAX NOT REQUIRED King Coun R• • dsiivision EASEMENT (and Maintenance Agreement) Grantor(s): MANN GURDEV MANN SARABJIT 3963900765 Grantee(s): Abbreviated Legal Description: _PpgfP L OI S(? T.2,1A1 - Assessor's Property Tax Parcel or Account.No:_'G��1��1? f 0_1(.0.5 Reference No(s) of Documents Assigned :or,Released:1 ;k. T. ALJ Grantor of this Easement, is the owner of the real property intended to be burdened I y,this' Easement and located in kItAC County, Washington, which real•property (the "Seri/ lent Estate ") is legally described as: Lo; (5) l AN 11 2/ f3Lo4k `8, N icy .iYli4iv S SPArrU2 q,4tIW 7- i r 14 eziu5 <b THA: PLAT - THEeEoF F`Ecoei— (,v VoLkimE 11 or pLins, pP66(s) a`ie, REcoems of kim§ C'ouNT )- \ 1401N6Ta 1 )11P_Nn , Grantee of this Easement, is the owner of the real property intended to be benefited by this Easement and located in _1(11s1_6. County, Washington, which real property (the "Dominant Estate ") is legally described as: 1-o7(5) 1 ANf> 2 13Lo6k g E-I-fL .ThA-N 7 T '-L 4CCee-Z1 N 5 To THE PZAT THa gEor );'ge'oehEt, IN \/01.111/1E it or' PU rS, PAF, Ea) fireoms of ki to rroNt•trr 4�AsNfk rq coal - For a valuable consideration, receipt of which is hereby acknowledged, Grantor hereby grants and conveys to Grantee, and Grantee's successors and assigns as well as lessees and other invitees, a perpetual easement for (check all that apply): Iglingress and egress; utilities; ❑ other (describe) ; across, over and upon that portion of the Servient Estate legally described as: StzF ATT A-c.{4L® D.SGR(PTION SNoecssj eE55 ANA gi p) - tiles) The use of the Easement shall be ❑ exclusive to Grantee, Grantee's successors in interest and assigns, and lessees and invitees % nonexclusive, and the Easement will also be used by Grantor and/or others (indicate which). Grantor shall make no use of the land occupied by this Easement that would unreasonably interfere with Grantee's use thereof for the purposes described above. If Grantee must construct improvements on the Easement to allow for (OVER) Form No. 1 — Easement ES Er_ © 2006 Washington Legal Blank, Portland, OR www.wlbforms.com NO PART OF ANY WASHINGTON LEGAL BLANK FORM MAY BE REPRODUCED IN ANY FORM OR BY ANY ELECTRONIC OR MECHANICAL MEANS. use and enjoyment for the purposes described above, Grantee shall return any portion of the Servient Estate that is damaged during construction to substantially the same condition it was in prior to the damage. Grantee agrees to save and hold Grantor harmless from any and all claims of third parties arising from Grantee's use of the rights herein granted. Maintenance and repair of any improvements constructed on the Easement to allow the use and enjoyment thereof for the purposes described above shall be the responsibility of ❑ Grantee ❑ Grantor ❑ shared equally by Grantor and Grantee g' other (describe) _SEEAXE.A__ _6(2xAt-Lcy__ _S_Y_ 4 4211 .S OJ•1. C'QJN11112V _ ctAL_77 -1 r_e_ _Die1lardAJ Ejc .510211_ (indicate which). Maintenance shall consist of _D 11€ /Ly_ }1g , _ JEA___ ig.P..__DRA Y __1/12. s 14-- 6P.Aal_iE &� PEW -CAI- I32_11Ayktia W 774 L)\ ✓�Y�1�1 F �14E_E7'a!_ -• If either Grantor or Grantee causes any damage to the Easement because of negligence or abnormal use, that party agrees to repair the damage at that party's sole expense. The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. In construing this agreement, where the context so requires, the singular includes the plural and all grammatical changes shall be made so that this agreement shall apply equally to individuals and to corporations. If the undersigned is a corporation, it has caused its name to be signed and its seal, if any, affixed by an officer or other person duly authorized to do so by its board of directors. IN WITNESS WHEREOF, Grantor and Grantee have executed this instrument. DATED ex/is lea G NTOR STATE OF WASHINGTON, County of )<1 ) ss. rde rr certify that I k ow or have satisfactory evidence that arCt J it r ✓1'�'c u1 is /are the individual(s) who appeared before me, and who acknowledged that he /she /they signed` mium ant and acknowl dged it to be his/her /their free and voluntary act for the uses and purposes mention . R1st' _ e0 T,�J� otary Public for Washington s My appointment expires dS . ?.IL( _ ‘11*Ali.41/at- D4/511 a h411 " o7/II" h Mann 41d DATED STATE OF WASHINGTON, County of ..,/ 01)4... ) ss. I certify that I know or have satisfactory evidence that durGl'e'. t S,' fi ti�'1 Gn. ru �4! LSGS�SC_✓�Gt h/1 is /are the individual(s)' who appeared before me, and who acknowledged that he /she /they signed `�t t ment and acknowlie ed it to be_ his/her /their f ee.and voluntary act for the uses and purposes mentiof> F�t�ejp • . �' : t t. 01 At otary Public for Washington Ds' ' �- My appointment expires y PUBLISHER'S NOTE: If either party is a corporation, comp d attach Form No. 68, Corporate Acknowledgment. EASEMENT FOR LOTS 2 AND 3 FOR INGRESS, EGRESS AND UTILITIES IN FAVOR OF LOTS 2 AND 3 THAT PORTION OF LOT 1 IN BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE N89 °04'24 "W ALONG THE SOUTH LINE OF SAID LOT 1 AND THE NORTH LINE OF SOUTH 142ND STREET, A DISTANCE OF 51.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N89 °04'24 "W THEREOF, A DISTANCE OF 20.00 FEET; THENCE LEAVING SAID SOUTH LINE N01 °04'28 "E, A DISTANCE OF 20.00 FEET; THENCE S89 °04'24 "E, A DISTANCE OF 20.00 FEET TO A POINT WHICH LIES N01 °04'28 "E FROM THE TRUE POINT OF BEGINNING; THENCE S01 °04'28 "W, A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING. 08/08/12 JOB NO. 06049 After recording, return to (Name, Address, 20120823000831 RN PURNELL EAS 64.00 PAGE -001 OF 003 08/23/2012 13:34 KING COUNTY, WA gurdev mann sarabjit mann 3365900765 EXCISE TAX NOT REQUIRED King Count R ords ivision By . Deputy EASEMENT (and Maintenance Agreement) Grantor(s): 4/,l ''.12V___5.°__m lhl J-- SAVQB1-1-- - = .k' -- L41-4 Grantee(s): �1,f1� �l __�Q__l1�$J�LL►l -- ,E¢ 1 L_t.___ - - -�lct lJ &J Abbreviated Legal Description: pQ_C fplV___Q€ _5L�7_.Y' 5_. t _ ( . f �I g Assessor's Property Tax Parcel or Account Noc, T 4--* �r 1� ^_ 7_42 T Reference No(s) of Documents Assignedor Released <. , Grantor of this Easement, is the owner of the real property intended td be'burdened by:this *Easement and located in k1,44_ County, Washington, which real proper(y?.(the Servtent Estate ") is legally described as: or(5) ANm 9Lo. 4. 6;;"jit /v10.1 `s � ccheDE1-1 772Acrs /4cta©fN6 ?"o "T#c pc.AT TX46g.5esr R,ge,vebiQ, IN Vt,41/I'rviE 11 o PLA Ts, P 1E (5) ,11 R ECOeics e» >1✓C Nr eou v.r y, \i//1e/4IPj TON 6 L/4,AEV ,$,. ,L91_V_hl_ _ g1#£'h,$ I1 k, 'WI NN , Grantee of this Easement, is the owner of the real property intended to be benefited by this Easement and located in __.kU4 4 County, Washington, which real property (the "Dominant Estate ") is legally described as: l-o T(5) 1 AitA z, 3Laak 8,, t4l `L thig, is S gA T 7"(-- Eatiezersi. 1 / fT'S Aocee r J re, The 1'44 r 7'f' N VOL-4 /WE I t o f Pc�rs, pilSie cc) 2/7e_ ieEetme,,bs of K1NS CaNa1 igsH -il,ig rbt For a valuable consideration, receipt of which is hereby acknowledged, Grantor hereby grants and conveys to Grantee, and Grantee's successors and assigns as well as lessees and other invitees, a perpetual easement for (check all that apply): lie ingress and egress; Cgt utilities; ❑ other (describe) ; across, over and upon that portion of the Servient Estate legally described as: SEE 4rTfCH,Eto L D &Sceiprion3 E-- xtlseir A ( sAkurnat s/) The use of the Easement shall be ❑ exclusive to Grantee, Grantee's successors in interest and assigns, and lessees and invitees 1St nonexclusive, and the Easement will also be used by Grantor and/or others (indicate which). Grantor shall make no use of the land occupied by this Easement that would unreasonably interfere with Grantee's use thereof for the purposes described above. If Grantee must construct improvements on the Easement to allow for (OVER) Form No. 1 — Easement ES =rte © 2006 Washington Legal Blank, Portland, OR www.wlbforms.com ��+�I NO PART OF ANY WASHINGTON LEGAL BLANK FORM MAY BE REPRODUCED IN ANY FORM OR BY ANY ELECTRONIC OR MECHANICAL MEANS. use and enjoyment for the purposes described above, Grantee shall return any portion of the Servient Estate that is damaged during construction to substantially the same condition it was in prior to the damage. Grantee agrees to save and hold Grantor harmless from any and all claims of third parties arising from Grantee's use of the rights herein granted. Maintenance and repair of any improvements constructed on the Easement to allow the use and enjoyment thereof for the purposes described above shall be the responsibility of ❑ Grantee ❑ Grantor ❑ shared equally by Grantor and Grantee g other (describe) _ s'74li 6-10..____ECQJLt LLy___Ry___7 0.___ 12Afi1_T_ ,S. _Q tLeuM___LN___6 ,KEIEl_ %_ (indicate which). Maintenance shall consist of d- UE/9A►,I11¢._ iz1? __ Pl 1g:S__16IE.e_ ,SSA-eY Foe 1'14 If either Grantor or Grantee causes any damage to the Easement because of negligence or abnormal use, that party agrees to repair the damage at that party's sole expense. The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. In construing this agreement, where the context so requires, the singular includes the plural and all grammatical changes shall be made so that this agreement shall apply equally to individuals and to corporations. If the undersigned is a corporation, it has caused its name to be signed and its seal, if any, affixed by an officer or other person duly authorized to do so by its board of directors. IN WITNESS WHEREOF, Grantor and Grantee have executed this instrument. DATED Qall511.2. RANTOR STATE OF WASHINGTON, County of _gi._ 1 ) ss. I certify that I know or have satisfactory evidence that garde/ 5,ih mAnn Odle( 1'}! f u r ✓V�q n is /are the individual(s) who appeared before me, and who acknowledged that he /she /they signed this instrument and acknow dged it to be his/her /their free and voluntary act for the uses. and purposes mentioned i ~'n�tiy� faco u Notary Public for Washington My appointment expires 0 5. °fig ^ / q DATED ki I °A A 0 iii - F Atom STATE OF WASHINGTON, County of ) ss. I certify hat I know or have satisfactory evidence that aurded 4'�"' %Cn n ant{ �a�`�J !t rktytr on is /are the individual(s) who appeared before me,, and who acknowledged that he /she /they signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentione nstrument. Llit/ Notary ublic for Washington My appointment expires PUBLISHER'S NOTE: If either party Is a coidii, �tach Form No. 68, Corporate Acknowledgment. SANITARY SEWER EASEMENT ACROSS THE SOUTH 15 FFET OF LOTS 2 AND 3 IN FAVOR OF LOTS 1 AND 2 THAT PORTION OF LOT 1 IN BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE N89 °04'24 "W ALONG THE SOUTH LINE OF SAID LOT 1 AND THE NORTH LINE OF SOUTH 142ND STREET, A DISTANCE OF 122.06 FEET; THENCE LEAVING SAID SOUTH LINE N01 °04'28 "E, A DISTANCE OF 15.00 FEET; THENCE S89 °04'24 "E, A DISTANCE OF 122.07 FEET TO THE EAST LINE OF SAID LOT 1; THENCE S01 °06' 13 "W ALONG SAID EAST LINE, A DISTANCE OF 15.00 FEET TO THE BEGINNING. 08/08/12 JOB NO. 06049 City of Tukwila 6200 Southcenter Blvd, Tukwila, W, 1 Finance Department 1222801 -1 08/15/2012 BFI T121 Wed Aug15,2012 02:19PM Trans #39 -39 Name: MANN GURDEV S Addr: 5708 S 142N0 5T TUK1JILA,'WA 9815 39 $794.94 S11BILL - Surface Water Utility Billing Customer #: 00005346 Account #: 33 -6590 -0765 1 ITEM(S): TOTAL: $794.94 Check (2455) PAID $794.94 WVW.tukwi1awa.gov 206 - 433 -1835 20080619000841 CITY OF TUKUIL L 42 00 PAGE001 OF 001 KING COUNTY, UP 1 V 20080619000841.001 STORM AND SURFACE WATER LIEN City of Tukwila Vs. Gurdev S. Mann & K. Sarabjit reputed owner(s). Notice is hereby given that the City of Tukwila has and claims a lien for storm and surface Nvater charges against the following described premises situated in King County, Washington to wit: NAME AND ADDRESS OF OWNER: Gurdev S. Mann & K. Sarabjit 15842 9th Ave SW Burien, WA 98166 PROPERTY TAX PARCEL ACCOUNT NUMBER: ADDRESS OF PROPERTY: LEGAL DESCRIPTION OF PROPERTY: AMOUNT: $187.17 #33- 6590 -0765 5708S 142nd St HILLMANS SEATTLE GARDEN TRS City of Tukwila Dated: June 11, 2008 Said lien is claimed for such charges and interest now delinquent, amount to $187.17 and is also claimed for future storm and surface water charges against said premises. By: Robert Noland ntertm in. ce Director I-I:FINANCE /Joanna/Storm & Surface Water Lien KINfl COUNTY RECORDER 4IH WENUE, ROOM 311 SEATTLF, WA 98104 20296-1570 ISSUED TO:RN PURNELL ------------------------------ REOFIPT # 2487434 08/2.V2012 01:34:3'1 PM reTRIPTTON FEE •-• ------- 34: 37 7012082.30008-31 rivr1.17 EriOLIEht PGS 34:37 20i -43230008:V EWTMENT FRS h4.00 4UU Ju2 $128.00 i!tdi NarilbPj- nOITS: 14.1:161, 41.Y6 Total PaYmP,ntq: 128,00 $128.00 VTSIT US AT HTTP://WWW,KINGCnHNTY.GOV /BUSINUVREflARDE.SPX DePutY: WALTERC City of Tukwila Jim Haggerton, ,Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: Bob Giberson via David McPherson Nick Olivas via Don Tomaso Richard Takechi From: Jaimie Reavis RE: Mann Short Plat Date: September 14, 2012 File: L09 -063 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Nick Olivas -C\t■C b (initials) Approved by Bob Giberson 40 (initials) Approved by Richard Takechi N--1 (initials) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 Robert N. Parnell PE 360 268 -6101 p.1 RN PARNELL COMPANY': P.O. BOX 1563 WESTPORT, WASHINGTON 98595 (360) 268 -6101 FAX To: Joanna Spencer, Public Works FAX: (206) 431 -3665 Pages: 3 Including cover From: Robert N. Parnell, PE Phone: (360) 268 -6101 FAX : (360) 268 -6101 call first Date: August 21, 2012 ECEWE AUG 222011 PUBLIC WORKS Subject: Mann Short Plat 5708 South 142nd Street, Tukwila 98168 Sanitary Side Sewer Contractor As Built Joanna: Attached is the contractor installed sanitary side sewer As Built - Record of Construction drawing. He did not provide any red line drawings. I have added some length measurements based on my field measurements and provided some reference points that were not previously shown on the contractor's record drawing and added to my plans showing changes for As Built Conditions. The side sewer is 6" diameter PVC pipe with slope of 2% upslope from the lot 3 existing 6" stub out from the existing 8" diameter city of Tukwila sanitary sewer main line within South 142 Street. As shown in the contractor's sketch, the 6" PVC side sewer parallels South 142nd Street about 5 feet north of the back of sidewalk along the north side of South 142nd Street. Each lot has a 4" PVC side sewer extending into lots 1, 2 & 3 at minimum 2% slope 35 feet length into lot 1, 35 feet length into lot 2, and 20 feet length into lot 3 with clean out pipe at end of each run that extends several feet above grade. The new 6" sanitary side sewer collector is located 5 feet from the back (north) side of the rockery. The two new water meter - setter -boxes are shown with 1" copper pipe service connection from the 6" water main to each new meter box. Two 1" CTS PE water lines extend 60 feet length into each lot for domestic and fire flow from each meter box. Lot 1 has an existing %" copper service line with an upsized new %" water meter with two 1" CTS PE 60 foot long water lines for domestic and fire flow to serve a future home on lot -1. We are in the process of obtaining hydraulic fire sprinkler calculations to determine if the existing '/4' copper service line through the new 3 /a' meter will provide the 13 gpm per sprinkler head required for a new home that would be required to be sprinklered within Tukwila. If not, then the existing s/" copper service Tine would be replaced by 1" copper line from the meter box to the 10" water main providing 120 psi. Robert N. Parnell PE r- 3C® 0767- Oct h;11 '? 2-to 360 268 -6101 p.2 77 40 • I . r '(. C. Al lc' T. Z.) 1 Robert N. Parnell PE .`\ •••■■... 360 268-6101 VIVI./ Si )(a 0 1-15-7Ac117 eVZ dr_ _ -.3 A 555 PAd,,fr • s „fr $(1.11"gP,5 -gA rY)- • g"'i CZY5AV--:. • .,•0/ 1 q " RN PARNELL COMPANY P.O. BOX 1563 WESTPORT, WA 98595 (360) 268 -6101 May 23, 2012 Jack Pace, Director Tukwila Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RECEIVED MAY 2.5 I 1\ OSVELOPNI T Subject: Request for 90 Day Time Extension to Record Short Plat ----- Mann Short Plat L09 -063, 5708 S142nd Street, (TL #3365900765) Dear Mr. Pace: On behalf of Gurdev Mann, we are formally requesting a 90 day extension of the May 28, 2012 expiration of his City of Tukwila 3 lot short plat L09 -063 in order for him to complete construction on his approved PW09 -087 construction permit and record his constructed short plat with King County. (His previously approved short plat L07 -010 and engineering approved plans expired about three years ago due to lack of bank funding.). Subsequently, he reapplied for this short plat which was re- approved as L09 -063 and he has approved engineering plans PW09 -087, awaiting start of construction. Mr. Mann has spent the past two years trying to obtain construction funding, which he believed available, and has worked with an insurance broker to try to obtain a bond In lieu of construction so he could record.this plat. Bonding was not available. He requested construction bids from several' licensed- bonded contractors. One contractor promised Mr. Mann that he could do the work very economically, had experience with the city of Tukwila, but after almost 90 days discussion and his promised bid, he defaulted. However, Mr. Mann had received a bid, from RMK Construction, a licensed- bonded contractor, that he would accept to construct required lot access driveways, water services, sanitary side sewers, and other utilities. RMK is available and can start construction very soon with completion within about 2 -3 weeks. An "As Constructed" document would be provided the city within 1 -2 weeks after construction. The plat recording document will be submitted to the city within the next month for initial city review - approval. Any minor review comments would be revised, resubmitted for city signatures and then recorded with King County within the 90 day extension. We meet with Jaimie Reavis, Planner, on Monday May 21, 2012 and provided her background information as well as showing her supporting documents. Your approval of this extension request would provide the city. of Tukwila two additional residential lots. Please call me at (206) 819 -6849 if you desire additional information.. Sincerely, Robert N. Parnell, PE. May 27, 2011 Robert N. Parnell, PE RN Parnell Company P.O. Box 1563 Westport, WA 98595 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: L09 -063 Mann (GHR LLC) Short Plat Extension Request 5708 S 142nd Street, Tukwila WA (parcel #336590 -0765) Dear Mr. Parnell: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on May 28, 2012. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431 -3659 or by email at jreavis@ci.tukwila.wa.us. incerely, ack Pace, Director Community Development cc. File (L09 -063) JR Page 1 of 1 05/27/2011 H:\Short Plats\Mann Short Plat (GHR LLCAL09- 063_Mann Short Plat (GHR LLC)_Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206- 431 -3665 City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FO TO: Building lanriing r1 Public Works Fire Dept. Police Dept. Parks /Rec Project: __ _ Mann Short Plat (GHR LLC - preliminary approval issued and expiredunder permit L07- 010)) Address: 5708 S 142nd Street Date transmitted: 01/25/2010 Response requested by: 02/10/2010 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and /or support materials as needed.) This is a resubmittal for preliminary approval on a short plat the expired. The preliminary approval letter issued under L07 -010 for the same short plat is attached for your reference. erna Cica- Plan check date: Comments Update date: 3/61 f2o to prepared by: ate- City of Tukwila Department of Community Development File Number L09 -063 LAND USE PERMIT ROUTING FORM TO: Building Planning Public Works Fire Dept. n Police Dept. IQ Parks /Rec Project: Mann Short Plat (GHR LLC — preliminary approval issued and expired under permit L07 -010) Address: 5708 S 142nd Street Date transmitted: 01/25/2010 Response requested by: 02/10/2010 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) This is a resubmittal for preliminary approval on a short plat the expired. The preliminary approval letter issued under L07 -010 for the same short plat is attached for your reference. 5vvu- Cbonn 4n s a s l S S ■Yv■ Li( Lcn - 6 l ! 4 ov■ Y-o c'4L Plan check date: Z� 0 k\ �V Comments prepared by: Update date: TO: 1 • Cy it of Tukwila Department of Community Development \\R ECEIVED JAN 3'4uIU TUKWI PUBLIC WOR • • ' OG oz i File Number L09 -063 LAND E PERMIT RMIT ROUTING\FORM 66t.MhG Building 1 Planning "ublic Works N1 Fire Dept. ❑ Police Dept. I❑ Parks /Rec Project: Mann Short Plat (GHR LLC — preliminary approval issued and expired under permit L07 -010) Address: 5708 S 142nd Street Date transmitted: 01/25/2010 Response requested by: 02/10/2010 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More `than minimal design changes require further Planning Commission review, even if alterations \s required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requirng mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses,\or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) This is a resubmittal for preliminary approval on a short plat the expired. The preliminary approval letter issued under L07 -010 for the same short plat is attached for your reference. Plan check date: '1 t I jQt Q Comments prepared by: ....\ZY Update date: PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 15, 2009 PROJECT: Mann Short Plat (GHR LLC) PERMIT NO: L09 -063 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Apply for Traffic Concurrency Certification. The application fee is $300.00. 2) Applicant shall execute a Sensitive Area Hold Harmless Agreement with each permit due to presence of Class 2 slopes on site classified as landslide potential is moderate: slope is between 15% and 40% and underlain by relatively permeable soils. 3) Utilities and undergrounding of power shall be constructed/installed as part of the building permits for each lot. A Street Use activity will be part of the building permits and shall require bonding, insurance certificate naming Tukwila additional insured, Tukwila business license for the contractor performing R.O.W. work, traffic control plan and a R.O.W. Hold Harmless Agreement submittal. 4) Due to roadway pavement disturbance for installation of new utility lines a pavement mitigation fee will be assessed by Public Works as part of Public Works Type C Construction Permit. 5) Location of common access driveway for lots 2 and 3 on the site survey does not match the driveway easement location depicted on the civil site plan and shall be adjusted so both of them match. Please reevaluate the existing topography for the optimal and the most beneficial location of the common driveway. 6) Please update the geotech report and submit perc test results to verify that the future homes can have individual infiltration /dispersion system. The geotech engineer shall review and approve the plans prior to obtaining City permits. Services of a geotech engineer shall be also required during construction. 7) Existing septic tank that was pumped out as result of the demolition permit shall be removed as part of the future building pernlit. 8) A separate easement /maintenance agreement document for common driveway and any common infrastructure a recordable form shall be submitted for review and approval. P: Joanna/Comments L09 -063 NE 15/23/04 NW 14/23/04 SW Quarter 14/23/04 NE 14/23/04 NE 22/23/04 NW 23/23/04 Slope Classifications 2 Landslide potential is moderate; slope is between 15% and 40% and underlain by relatively permeable soils. Landslide potential is high; slope is between 15% and 40% and 3 underlain by relatively impermeable soils or by bedrock; also includes all areas sloping more than 40 %. ill 4 Landslide potential is very high; includes sloping areas with mappable zones of groundwater seepage and existing mappable landslide deposits regardless of slope. • • Approximate boundary Renton Coal Formation and Coal Mine • • • • Hazard Area (Waldron, 1962) * Approximate location of Tukwila Mine Entrances (Waldron, 1962) City of Tukwila Geologic Hazard Maps Lo-C63 NE 23/23/04 w e 1'400' December 13, 2004 Disclaimer: The mapping of areas of potential geologic instability is approximate. On site verification is, required. TO: City of Tukwila Department of Community Development File Number L09 -063 LAND USE PERMIT ROUTING FORM uilding Planning Public Works Fire Dept. ICI Police Dept. I❑I Parks /Rec Project: Mann Short Plat (GHR LLC — preliminary approval issued and expired under permit L07 -010) Address: 5708 S 142nd Street Date transmitted: 01/25/2010 Response requested by: 02/10/2010 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., riot required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate -the mitigation required. Calculations of project impacts and the mitigation required (e.g', water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) This is a resubmittal for preliminary approval on a short plat the expired. The preliminary approval letter issued under L07 -010 for the same short plat is attached for your reference. Plan check date: �` . i`r% Comments 7 prepared by: �C� - Update date: RNP January 20, 2010 Jaimie Reavis, Assistant Planner Tukwila Dept. of Community Development 6300 Southcenter Blvd. Suite # 100 Tukwila, WA 98188 Subject: Mann Short Plat (GHR Resubmittal) L09 -063 Submittal of Additional Drawings Dear Jaimie: Thank you for your letter dated January 15, 2010. Please find enclosed : • Four (4) full size copies of the Short Plat Survey • Three (3) full size copies of the civil plans. R.N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT Li 2010 'JAN DEVEL APid ENT Please call me at (425) 643 -3560 if you desire additional information. Siel / Robert N. Parnell, PE Enclosures: As stated 4422 187th Place S.E. • Issaquah, WA 98027.425/643 -3560 • FAX 425/641 -5095 City of Tukwila Jim Haggertott, Mayor Department of Community Development Jcick Pace, Director NOTICE OF INCOMPLETE APPLICATION January 15, 2010 Mr. Robert N. Parnell, PE 4422 187th Place SE Issaquah, WA 98027 Subject: Mann Short Plat (GHR LLC Resubmittal) L09 -063 Dear Mr. Parnell: Your application for a three -lot short plat located at 5708 S 142nd Street in Tukwila (parcel number 336590- 0765) has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: 1) 4 full -size copies of the Short Plat Survey 2) 3 full -size copies of Civil Plans Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at (206) 431 -3659. Sincerely, 410 POW/IP? imie Reavis Assistant Planner cc. L09 -063 JR . Page 1 of 1 01/14/2010 H: \Short Plats \Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC) Incomplete.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 9N18 • Phone 206 -431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Jim .Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION January 15, 2010 Mr. Robert N. Parnell, PE 4422 187th Place SE Issaquah, WA 98027 Subject: Mann Short Plat (GHR LLC Resubmittal) L09 -063 Dear Mr. Parnell: Your application for a three -lot short plat located at 5708 S 142nd Street in Tukwila (parcel number 336590- 0765) has been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: 1) 4 full -size copies of the Short Plat Survey 2) 3 full -size copies of Civil Plans Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may call me at (206) 431 -3659. Sincerely, Y/ mie Reavis Assistant Planner cc. L09 -063 JR Page 1 of 1 01/14/2010 H: \Short Plats \Mann Short Plat (GHR LLC) \L09 -063 Mann Short Plat (GHR LLC) Incomplete.doc 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206- 431 -3665 • fl - City-of Tukwila Notice of Application " . , Mann (GHR LI,C) 3-Lot Short Plat Location:5708 S 142nd Street, parcel #3365900765 File Ws: L09-063 PW09-087 D07-316 Applicant: Robert N. Parnell, PE -Property. Owner: Gurdev & Sarabia Mann -Project Planner: Jamie Reavis, 206-431-3659 Project Description: The proposal is for approval of a short plat application to subdivide one lot into three lots with associated 'access, storm drainage, and utilities.' , Comments -and Appeals: The application is avail- able for review at the City of Tukwila,-Department of Community Development (DCD), located at 6300 Southcenter Blvd #100.Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd.,- Ste 100 or by email to jreavis@ci.tulcwila.wa.us. Comments on the short , plat application must be received within 14 days; that is by 5:00pm on- February 17, 2010. You may request a copy of any decision, information on hear- . • • , ings, and your appeal rights by calling 206-431-3659. = You are receiving this notice pursuant to TMC 18.104.090. l° eitii of J ukwita • Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Project Name: Mann (GHR LLC) 3 -lot Short Plat Determination of Non - Significance Mailing requested by: Notice of Public Meeting it Reavis Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet I'M d Va,e-- Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda x Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this 3 day of January in the year 2010 t � W: \USERS \TERIWFFIDAVIT OF DISTRIBUTION.DO Project Name: Mann (GHR LLC) 3 -lot Short Plat Project Number: L09 -063, PW09 -087, D07 -316 Mailing requested by: i it Reavis Mailer's signature: I'M d Va,e-- t � W: \USERS \TERIWFFIDAVIT OF DISTRIBUTION.DO ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( ) US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) WA State Community Development ( ) WA Fisheries & Wildlife ( ) Dept of Social & Health Services ( ) Dept of Ecology NW Regional Office, Shoreland Division ( ) Dept of Ecology, SEPA ( ) Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services -SEPA Info Center ( ) KC Metro Transit Div -SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque .N Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS /LIBRARIES ( ) Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library QWEST Communications ( ) Seattle City Light (j4 Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev /Water Dept (tiQ Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Seattle Public Utilities ( ) Val -Vue Sewer District ;.4, Allied Waste Services ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr - Lakeridge Sewer /Water Dist QQTukwila City Departments Public Work' (4 Fire ( ) Police ( ) Finance (kJ Planning Ne) Building ( ) Parks & Rec (- ) Mayor ( ) City Clerk Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce ( ) Muckleshoot Indian Tribe * ( ) Cultural Resources ( ) Fisheries Program ( ) Wildlife Program ( ) Duwamish Indian Tribe * Section 7 OT ER LOCAL AGENCIES (jj(Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green /Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin \Admin Forms \Agency Checklist • Public Notice Mailings For Permits • SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green /Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed /posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements - Cross- sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin \Admin Forms \Agency Checklist • Jaimie Reavis - notice mailing for Mann Short Plat - L09 -063 Page 1 of 1 From: Jaimie Reavis To: Teri Svedahl Date: 02/02/2010 12:02 PM Subject: notice mailing for Mann Short Plat - L09 -063 Hi Teri, In addition to the agencies on the checklist, the following people should be sent the notice /postcard: Robert N. Parnell, PE 4422 187th Place SE Issaquah, WA 98027 Gurdev & Sarabjit Mann 15842 9th Ave SW Burien, WA 98166 The mailing will need to go out next Monday morning, Feb. 8th at the latest - I will get you the postcard ASAP. Thanks, Jaimie file: / /C: \temp \XPGrpWise \4B681441 tuk- mail6300 -po 100168626D 1 C9891 \GW } 00001.H... 02/02/2010 RNP December 23, 2009 City of Tukwila Permit Center Dept. of Community Development 6300 Southecenter BIvd., Suite 100 . Tukwila, WA 98188 COMMUNITY DEVELOPiENT Subject: Mann Short Plat Application Submittal 5708 S. 142nd Street, Tukwila,, WA ( TL# 3365900765) Reference Tukwila Project No. L07 -010 and PW09 -087 R.N. PARNELL COMPANY RECEIVED DEC 2 3 2009 CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT bear Staff: We are submitting a short plat, application to divide a 0.48 acre parcel into three lots within the LDR zone. This short plat application is required by correction letter #1 PW09 -087 since Short Plat L07 -010 has expired. Previously, a pre- application meeting, file PRE06 -021, was held on May 10, 2006 and we first filed for preliminary plat approval on February 13, 2007 and subsequently received preliminary plat approval June 20, 2007 for project number L07 -010. As we were working on and completing the approval conditions, we requested and were granted . an extension while we obtained subsurface geotechnical information for storm water disposal and demolishing the existing home and onsite septic. We then filed for engineering construction plan -final plat approval on September 11, 2009. Unfortunately, time expired and the applicant is now required to submit a new preliminary plat application as part of PW09 -087 Correction Letter #1. We understand that water and sanitary sewer services will still be provided by the city of Tukwila utilities. Frontage improvements and additional ROW dedication would not be required. The Site Plan and TIR submitted with this application include the technical conditions of L07- 010 Short Plat Approval Conditions dated June 20, 2007. Please call me at (425) 643 -3560 of Gurdev Mann at (206) 941 -3577 if you desire additional information to approve the Preliminary Short Plat and continue processing the engineering- construction final plat documents. Enclosures: Short Plat application w/ documents CC: Gurdev Singh Mann 4422 ,187th Place S.E. • Issaquah, WA 98027 • 425/643-3560 • FAX 425/641 -5095 November 3, 2009 City of Tukwila Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Interim Director Robert N. Parnell, P.E. 4422 187th Place SE Issaquah, WA 98027 SUBJECT: CORRECTION LETTER #1 Public Works Permit Application Number PW09 -087 GHR Short Plat Dear Mr. Parnell: This letter is to inform you of corrections that must be addressed before your permit can be approved. Joanna Spencer, Development Engineer with Public Works, and Jaimie Reavis, Assistant Planner with the Planning Department, have reviewed your application and have attached comments and /or corrections. If you have any questions, please contact me at the City of Tukwila Public Works Department at (206) 433 -7184. Sincerely, Laude Werle Permit Technician enclosures 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: November 01, 2009 PROJECT: GRH Short Plat 5708 S 142 "d Street PERMIT NO: PW09 -087 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) PW will provide comments after the applicant applies for the short plat, which has expired. I will be out of the office and return on November 24, 2009, so please call me to schedule a meeting to go over Public Works issues. (W:PW Eng/Other /Laurie Werle /Comments /Comments 1 PW09 -087) City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF SHORT PLAT EXPIRATION October 16, 2009 Mr. Robert N. Parnell, PE 4422 187th Place SE Issaquah, WA 98027 Subject: GHR Short Plat L07 -010 Dear Mr. Parnell: A one -year extension was granted for the GHR Short Plat (Tukwila file number L07 -010) in June 2008. The subdivision title only allows for one extension of not more than one year; therefore, your application for a three lot short plat has expired as of June 20, 2009. The City of Tukwila Public Works Department recently received an application for the permit to construct short plat infrastructure including utilities and access (Tukwila file number PW09 -087). The construction permit cannot be reviewed for the property without an active short plat that has received preliminary approval. In order for us to review your Public Works infrastructure permit; you will need to obtain preliminary approval for the underlying short plat. Please note that the City of Tukwila will be adopting new stormwater regulations in 2010 that may change the stormwater requirements under which the previous preliminary approval was obtained for the GHR short plat. Please feel free to call me at (206) 431 -3659 with any questions. Sincerely, W41/ � aimie Reavis Assistant Planner cc. L07 -010 JR Page 1 of 1 10/16/2009 H: \Short Plats \GHR LLC \L07 -010 GHR Short Plat Expiration.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax: 206- 431 -3665 GEOTECHNICAL ENGINEERING STUDY MANN SHORT PLAT 5708 SOUTH 142ND STREET TUKWILA, WASHINGTON September 28, 2007 ECI Project No. E -13002 Prepared for Mr. Gurdev Mann c/o RN Parnell Company 4422 187th Place Southeast Issaquah, Washington 98027 EARTH CONSULTING INCORPORATED 1805 136th Place Northeast Suite 201 Bellevue, Washington 98005 1425) 643 -3780 Toll Free 1- 888 - 739 -6670 cipEARTH CONSULTING INCORPORATED ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections September 28, 2007 Mr. Gurdev Mann c/o RN Parnell Company 4422 187th Place Southeast Issaquah, Washington 98027 Project No. E -13002 Dear Mr. Mann: Earth Consulting Incorporated (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Mann Short Plat, 5708 South 142nd Street, Tukwila, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our work order, PR- 13002, dated August 10, 2007. We appreciate this opportunity to have been of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, ING INCORPORATED Robert A. Blomquist, LG Project Geologist RAB /KMW /skp Kristina M. Weller, PE Principal 1805 136`h Place Northeast #201 • Bellevue, WA 98005 • (425) 643 -3780 • Fax (425) 746 -0860 eci@eci-mti.com • www.eci- mti.com TABLE OF CONTENTS E -13002 PAGE INTRODUCTION 1 General 1 Project Description 1 Scope of Services 2 SITE CONDITIONS 3 Surface 3 Subsurface Conditions 3 Subsurface Exploration 3 Geologic Map Review 4 Groundwater 4 Laboratory Testing 4 DISCUSSION AND RECOMMENDATIONS 5 General 5 Site Preparation and General Earthwork 5 Erosion Control Measures 5 Stripping 6 Structural Fill 7 Foundations 7 Slab -on -Grade Floors 8 Seismic Design Considerations 8 Ground Rupture 9 Liquefaction 9 Ground Motion Response 9 Excavations and Slopes 9 Site Drainage 10 Utility Support and Backfill 11 LIMITATIONS 11 Additional Services 11 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 Plate 4 APPENDICES Appendix A TABLE OF CONTENTS, Continued E -13002 Vicinity Map Test Pit Location Plan Typical Slope Fill Placement Typical Footing Subdrain Detail Field Exploration Plate Al—Legend Plates A2 and A7 —Test Pit Logs GEOTECHNICAL ENGINEERING STUDY MANN SHORT PLAT 5708 SOUTH 142ND STREET TUKWILA, WASHINGTON INTRODUCTION General This report presents the results of the geotechnical engineering study completed by Earth Consulting Incorporated (ECI) for the Mann Short Plat at 5708 South 142nd Street in Tukwila, Washington. The general location of the site is shown on the "Vicinity Map," Plate 1. The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to provide geotechnical engineering recommendations for developing the site with a new residential development. Project Description The subject site consists of 0.48 -acres in one parcel, located on the north side of South 142nd Street, Tukwila, Washington. We understand it is planned to subdivide the property into 3 lots, with a new single family residence proposed on each lot. We anticipate that the proposed residences will be two to three stories in height and will be of relatively lightly loaded wood frame construction with a combination of slab -on -grade and wood joist floors. We anticipate wall loads will be in the range of 2 to 4 kips per lineal foot . and slab -on -grade floor loads will be approximately 150 pounds per square foot (psf). Based on review of the preliminary site plan, we understand the proposed development will be constructed at or near the existing ground surface. At the time our study was performed, the property was approximately as shown on the "Test Pit Location Plan," Plate 2. If the above project criteria are incorrect or change, we should be contacted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. ' EARTH CONSULTING INCOFtPORATED Page 2 GEOTECHNICAL ENGINEERING STUDY September 28, 2007 SITE CONDITIONS Surface E -13002 Currently the site is occupied by a single - family residence in the northeast portion of the lot. The subject site is bordered to the north and east by single- family residences, to the south by South 142nd Street, and to the west by 57th Avenue South. The subject site has moderately sloping topography ranging from 114 feet above mean sea level (AMSL) to 72 feet AMSL. The slope of the property trends from the high point at the southwest corner of the site to a low point at the northeast corner of the site. Three rockeries currently exist on site, one along South 142nd Street, extending from the southwest corner to the driveway. It appears to be 2 to 4 feet high throughout its extent. The second rockery extends from the southeast corner of the property along South 142nd Street to the driveway, where it turns to the northwest and ends quickly. The second rockery is estimated to be 2 to 4 feet high throughout its extent. The third rockery starts at the existing house and trends southeast, parallel to the driveway, about 15 feet to the east, ending before it reaches halfway to South 142nd Street. The third rockery has a height of 4 to 6 feet near the house and reduces height as it trends to the south. Subsurface Conditions The subsurface conditions on the site were evaluated by excavating six test pits and reviewing published geologic maps. Subsurface Exploration On September 13, 2007, a total of six test pits were excavated across the site at the approximate locations shown on Plate 2. The test pits were excavated with a backhoe. The Togs of the test pits are included as Plates A2 through A7. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At each of the test pit locations, a surficial layer of topsoil and grasses was encountered. Topsoil was encountered from 6 to 18 inches in depth. In general, the test pits were as. follows: 6 to 18 inches of topsoil, followed by deeply weathered, intensely fractured, weak sandstone, siltstone or volcanic tuff to the maximum depth of the test pits at 10 feet. The rock generally gets stronger farther from the surface with the sandstone and siltstone becoming moderately strong to strong in the base of the test pits. Test pits TP -1 and TP -2 contain glacial sand (Unified Soil Classification SP), and silty sand (SM), and silt (ML) above the weathered rock. EARTH CONSULTING INCORPORATED Page 3 GEOTECHNICAL ENGINEERING STUDY September 28, 2007 Geologic Map Review E -13002 Review of Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington (Booth, DB and Waldron, HH, 2004) indicates the site is underlain by Vashon stade glacial till (Map Unit Qvt), compact diamict containing subrounded to well- rounded clasts in massive, silt- or sand -rich matrix, glacially transported and deposited. The site is also adjacent to three other units, the Renton Formation (Tpr) which is a non - marine feldspathic micaceous sandstone, containing siltstone and claystone with locally abundant coal beds; intrusive rocks (Ti), which are irregular masses of porphyritic basalt and andesite; and the Tukwila Formation (Tpt) which contains andesitic sandstone, tuff, mudflow breccia, and minor lava flows or sills. Based on subsurface conditions encountered at the test pit locations, the soils encountered within the site appeared to be consistent with the local geology mapped on in the area. Groundwater Groundwater seepage was not encountered at the test pit locations at the time of our exploration. Iron oxide concentrations and mottling were encountered throughout the test pits. The soils in the test pits are rich in clay minerals, creating a high moisture but impermeable soil. The mottling and iron concentrations are not indicative of high groundwater but of very slow percolation and poor infiltration. The contractor should be aware that groundwater levels should not be considered static. Groundwater levels fluctuate depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the groundwater level is higher in the wetter winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided at the appropriate sample depth on the individual test pit logs. It is important to note that these test results may not accurately represent the overall in -situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Professional Services Contract, the soil samples for this project will be discarded following completion of this report unless we are otherwise directed in writing. EARTH CONSULTING INCORPORATED Page 4 GEOTECHNICAL ENGINEERING STUDY E -13002 September 28, 2007 DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, in our opinion, the proposed site development is feasible from a geotechnical engineering standpoint. The proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soils or on structural fill compacted as specified later in this report. Slab - on -grade floors should be similarly supported. Infiltration of stormwater is not feasible throughout the site due to the shallow depth to the impenetrable weathered rock layers. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing under similar conditions in this area. This report was prepared for the exclusive use of Mr. Gurdev Mann, RN Parnell Company, and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork Site earthwork is expected to include installing erosion control measures, stripping the site, excavating for foundations, and preparing slab and driveway subgrades. Erosion Control Measures Based on observed conditions and on our understanding of the proposed development plan, in our opinion, erosion control measures should be incorporated into the project design. During construction, erosion control is required on construction sites to minimize the erosion of soils and to reduce the amount of sediment that is allowed to escape the site. Typical erosion control plans should include measures for reducing the disturbed area, protecting exposed soils, minimizing concentrated flows of water, and capturing sediment on site. EARTH CONSULTING INCORPORATED Page 5 GEOTECHNICAL ENGINEERING STUDY E -13002 September 28, 2007 To meet these objectives, a temporary erosion and sediment control plan should include at least the following: • Coordinating the timing of clearing, excavation, and transport of soils to reduce total erosion • Using phased clearing to reduce overall temporary erosion and sediment control costs during construction • Using silt fences and site boundary fencing around the site perimeter to minimize sediment escape and define work area • Covering exposed soils with plastic, erosion control mulch, or other textile, as appropriate • Providing final erosion controls as soon as possible after reaching final grade (Areas where grading is temporarily stopped should be mulched.) • Diverting water away from unstabilized areas and the top of slopes ECI should review the erosion control plan to verify our recommendations are incorporated into the design. The erosion control measures should be inspected on a regular basis to verify they are functioning as intended. For the post- construction condition, permanent erosion controls can be established by covering all previously disturbed areas with hardened surfaces, vegetation, or mulch and by directing all surface water into the permitted stormwater system. Stripping The building and pavement areas and areas to receive building loads or structural fill should be stripped and cleared of surface vegetation, organic matter, and other deleterious material. Based on the thickness of the topsoil and vegetation cover encountered at the exploration locations, we anticipate a stripping depth of approximately 6 to 18 inches within the proposed development area. The actual stripping depth should be based on field observations at the time of construction. Root balls from vines, brush, and trees should be grubbed out to remove roots greater than approximately 1 inch in diameter. The depth of excavation to remove root balls could exceed 2 feet below the existing ground surface. Depending on the grubbing methods used, disturbance and loosening of the subgrade could occur during the grubbing process. Soil disturbed during the grubbing process should be compacted in place to the requirements of structural fill. In no case should the stripped or grubbed materials be used as structural fill, nor should they be mixed with material to be used as structural fill. The stripped materials may be used on site in non - structural landscaping areas. EARTH CONSULTING INCORPORATED Page 6 GEOTECHNICAL ENGINEERING STUDY E -13002 September 28, 2007 Existing utility pipes to be abandoned should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and instability problems. Following the stripping operation, the ground surface where structural fill, foundations, slabs, or pavements are to be placed should be observed by a representative of ECI. Proofrolling may be necessary to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with a granular structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may also help to bridge unstable areas. ECI can provide recommendations for geotextiles, if necessary. Structural Fill Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load- bearing areas. Structural fill should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Based on the results of our laboratory tests, the soils encountered within the proposed improvement area are rich in clay minerals and will be difficult to use as structural fill under any conditions. We recommend that only import soils be used as structural fill on this site. During dry weather, any non - organic compactable granular soil with a maximum grain size of 4 inches may be used for structural fill. Fill for use during wet weather should consist of a well - graded, granular material having a maximum grain size of 4 inches and no more than 5 percent fines passing the U.S. No. 200 sieve. Where slope gradients exceed 15 percent, the fill must be keyed and benched into the slope. Keying and benching consists of excavating a keyway at the toe of the planned fill. The keyway should have a width of about 6 to 8 feet and a depth of at least 2 feet into competent native soil. The slope above the keyway should then be cut into a series of horizontal to slightly inward sloping benches. Typically, the benches are excavated with a small bulldozer as the fill is brought up. The width of the benches will vary with the gradient of the slope, usually the gentler the slope, the wider the benches. Plate 3, "Typical Slope Fill Placement," shows a schematic diagram of the keyway and benches. This should be included in the grading plan. Foundations Based on the results of our study and provided our recommendations are followed, in our opinion, the proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil or on compacted structural fill. EARTH CONSULTING INCORPORATED Page 7 GEOTECHNICAL ENGINEERING STUDY September 28, 2007 E -13002 Exterior foundation elements should be placed at a minimum depth of 18 inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of 12 inches below the top of slab, except in unheated areas where interior foundation elements should be founded at a minimum depth of 18 inches. Continuous and individual spread footings should have minimum widths of 16 and 18 inches, respectively. With foundation support obtained as described, for design, an allowable soil bearing capacity of 2500 psf should be used for competent native soil or for structural fill. Loading of this magnitude would be provided with a theoretical factor -of- safety in excess of 3.0 against shear failure. For short-term dynamic loading conditions, a 1/3 increase in the above allowable bearing capacity can be used. With structural loading as expected and provided the above design criteria are followed, total settlement of up to 1 inch is anticipated, with differential settlement of approximately 0.5 inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Horizontal Toads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For frictional capacity, a coefficient of 0.35 should be used. Resistance due to passive earth pressure may be computed using an equivalent fluid pressure of 300 pounds per cubic foot (pcf) for footings embedded in the competent native soils or structural fill. The lateral resistance value is an allowable value; a factor -of- safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar to verify that conditions are as anticipated in this report. Slab -on -Grade Floors Slab -on -grade floors should be supported on competent native soil or on structural fill. Loose or disturbed subgrade soil must either be compacted to the requirements of structural fill or overexcavated and replaced with structural fill. Slab -on -grade floors should be provided with a minimum of 4 inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Seismic Design Considerations Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not detected without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area and the 2001, 6.8 magnitude earthquake in the Nisqually area. EARTH CONSULTING INCORPORATED Page 8 GEOTECHNICAL ENGINEERING STUDY. E -13002 September 28, 2007 There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture The strongest earthquakes in the. Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Ground shaking of sufficient duration results in the loss of grain -to -grain contact and rapid increase in pore water pressure causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain -size distribution of a specified range (generally sand and silt), it must be loose, it must be below the groundwater table, and it must be subject to sufficient magnitude and duration of ground shaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. In our opinion, the liquefaction potential at this site is low to negligible. This conclusion is based on the presence of medium dense to dense soil within several feet of the existing ground surface and the absence of a shallow groundwater table. Ground Motion Response The 2003 International Building Code (IBC) regulations contain a static force procedure and a dynamic force procedure for design -base shear calculations. Based on the encountered soil conditions, it is our opinion Site Class C, 'Very dense soil or soft rock," as defined in Table 1615.1.1 of the IBC, should be used to characterize the site soils. In accordance with section 1615.1.2 of the IBC, Sms = 1.450 and Sm. = 0.648. Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. EARTH CONSULTING INCORPORATED Page 9 GEOTECHNICAL ENGINEERING STUDY E -13002 September 28, 2007 In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and federal (OSHA) safety regulations. Based on the information obtained from our subsurface exploration, the loose to medium dense sands and silty sands found at the surface would be classified as Type C by WISHA/OSHA. Temporary cuts greater than 4 feet in height in Type C soils should be sloped at an inclination of 1.5H:1V (Horizontal:Vertical). The underlying weathered rock would be classified as Type A by WISHA/OSHA. Temporary cuts greater than 4 feet in height in Type A soils should be sloped at an inclination of 0.75H:1V ( Horizontal:Vertical). If groundwater seepage is encountered in site excavations, the soil would be considered a Type C soil and should be cut accordingly. An ECI representative should observe temporary excavations to verify soil and groundwater conditions and the soil type. If slopes of the above inclination or flatter cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H:1 V. Cut slopes should be observed by an ECI representative during excavation to verify that conditions are as anticipated. Fill slope construction should be observed by a representative of ECI. Supplementary recommendations can be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Site Drainage If seepage is encountered in site excavations, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge point. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. During construction, the site must be graded such that surface water is collected and tightlined to an appropriate drainage facility. Water must not be allowed to stand in areas where buildings, slabs, or pavements are to be constructed. Loose soil surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration. Final site grades must allow for drainage away from the residence foundations and slopes. The ground should be sloped at a gradient of 3 percent for a distance of at least 10 feet away from the residences. Footing drains should be installed around the perimeter of the residences at or just below the invert of the footing, with a gradient sufficient to initiate flow, as shown on the "Typical Footing Subdrain Detail," Plate 4. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tight line systems. EARTH CONSULTING INCORPORATED Page 10 GEOTECHNICAL ENGINEERING STUDY E -13002 September 28, 2007 Utility Support and Backfill The site soils should generally provide adequate support for utilities. Where loose soils or unstable conditions are encountered, remedial measures, such as overexcavating soft soils or compacting subgrade soils exposed in the trench bottom, may be required. In addition, caving of trench walls should be anticipated in trench excavations in the loose surficial soil, in soils comprised of relatively clean sand and gravel, or where seepage is encountered. Deep utility trenches may encountered rock materials that are difficult to excavate. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to approximately 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than 12 inches. LIMITATIONS Our conclusions and recommendations are based on the observed site conditions, selective laboratory testing and engineering analyses, the design information provided for us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of variations between the exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the grading. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical engineering services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. 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TEST PIT LOCATION PLAN MANN SHORT PLAT 5708 SOUTH 142ND STREET TUKWILA, WASHINGTON .`.1 o . __ .. - ' ®�/ ---- ----_. -- �� _- �► n�..r� m „ oD: ---•,- m . 2. m ] 6 REFERENCE: R.N. PARNELL COMPANY, UNDATED DRWN. DNM i PROJ. NO. 13002 CHKD. RAB i DATE 9/26/07 PLATE 2 FINISH GRADE EXISTING GRADE FINAL SLOPE GRADIENT (SEE TEXT) 2 4v 2' MIN. �I��I��I�`�I� %I KEY STANDARD NOTES: Slope should be stripped of topsoil and unsuitable materials prior to excavating key way or benches. Benches will typically be equal to a dozer blade width, approximately 8 feet, but a minimum of 4 feet. Final slope gradient should be 2H:1V or less(Horizontal:Vertical). Final slope face should be densified by over - building with compacted fill and trimming back to shape or by compaction with dozer or roller. Planting or hydroseeding slope face with a rapid - growth, deep- rooted, vegetative mat will reduce erosion potential of slope area. Use of pegged -in -place jute matting or geotechnical fabric will help maintain the seed and mulch in place until the root system has an opportunity to germinate. Structural fill should be placed in thin, loose lifts, not exceeding 12 inches in thickness. Each lift should be compacted to no less than the degree specified in the Site Preparation and General Earthwork Section of this report. No additional lift should be placed until compaction is achieved. KEY TYPICAL "BENCH" 4 FEET MINIMUM WIDTH LEGEND EXISTING GRADE Organic -free, granular material with a maximum size of 4 inches. Material should be approved by geotechnical engineer. Key way fill is same as described above. Key way should be minimum 2 feet deep and 8 feet wide, extending the full length of the slope face. Approximate existing grade SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Consulting crEarth Incorporated TYPICAL SLOPE FILL PLACEMENT MANN SHORT PLAT 5708 SOUTH 142ND STREET TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 13002 CHKD. RAB DATE 9/26/07 PLATE 3 SLOPE TO DRAIN 4 INCH MIN. DIAMETER PERFORATED PIPE it. h' j, 0 18 INCH MIN. 2 INCH MIN. 2 INCH MIN. 4 INCH MAX. LEGEND Surface seal; native soil or other low permeability material Washed rock or pea gravel Drain pipe; perforated or slotted rigid Schedule 40 PVC or SDR 35 pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. 1 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING 6 Earth Consulting Incorporated TYPICAL FOOTING SUBDRAIN DETAIL MANN SHORT PLAT 5708 SOUTH 142ND STREET TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 13002 CHKD. RAB DATE 9/26/07 PLATE 4 APPENDIX A FIELD EXPLORATION E -13002 Earth Consulting Incorporated (ECI) performed the field exploration on September 13, 2007. Subsurface conditions at the site were explored by excavating six test pits to a maximum depth of 10 feet below existing grade. The test pits were excavated by Northwest Excavation and Trucking, a subcontractor to ECI, using a Case backhoe. The test pit locations were estimated based on site features depicted on a site plan provided by the client. The location of the test pits should be considered accurate only to the degree implied by the method used. The approximate locations are shown on Plate 2. The field exploration was continuously monitored by Mr. Robert Blomquist, LG from our firm who classified the soils encountered, maintained a log of each test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually classified in accordance with the Unified Soil Classification System, which is presented on the "Legend," Plate Al. Logs of the test pits are presented on Plates A2 and A7. The final logs represent our interpretations of the field logs and the results of our laboratory examination and testing. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse - grained soils More than 50% material larger than No. 200 sieve size Gravel and gravelly soils More than 50% coarse fraction retained on No. 4 Sieve Clean gravels (little or no fines) 0.0.0.0. O 0 0 0 o 0 0 *• Q• *• *• GW gW Well- graded gravels, gravel -sand mixtures, little or no fines ! 1 ! 1 ! • 1 • 1 GP lb ...S • o i• gP Poorly- graded gravels, gravel -sand mixtures, little or no fines Gravels with fines (appreciable amount of fines) 1 • ! 1.1.1 • GM m Silty gravels, gravel- sand -silt mixtures ' GC gc Clayey gravels, gravel- sand -clay mixtures Sand and sandy soils More than 50% coarse fraction passing No. 4 Sieve Clean sand (little or no fines) °° ° "° " ° 0* .0 .. 0.. °, SW SW Well- graded sands, gravelly sands, little or no fines ° ° ° ° g.° ° ° ° ° ° °° SP sp Poorly- graded sands, gravelly sands, little or no fines Sands with fines (appreciable amount of fines) SM sm Silty sands, sand -silt mixtures • �f SC sc Clayey sands, sand clay mixtures soils More than 50% material smaller than No. 200 sieve size Silts Liquid limit and clays less than 50 1 ML ml Inorganic silts and very fine sands, rock flour, silty - clayey fine sands, clayey silts with slight plasticity 7 ��� CL cl Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays mil i i i i OL of Organic silts and organic silty clays of low plasticity Silts Liquid limit and clays s greater than 50 MH mh Inorganic silts, micaceous or diatomaceous fine sand or silty soils CH ch Inorganic clays of high plasticity, fat clays ,' ��', OH oh Organic clays of medium to high plasticity, organic silts Highly organic soils 11 '1 L , PT pt Peat, humus, swamp soils with high organic contents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED ' SAMPLE NOT RECOVERED pcf DRY DENSITY, Ib. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX 2" O.D. SPLIT SPOON SAMPLER 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consulting Incorporated LEGEND - Al W W Topsoil W 4. •1 Humus and duff layer Fill • � �• �����•�• ������� Highly variable constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED ' SAMPLE NOT RECOVERED pcf DRY DENSITY, Ib. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX 2" O.D. SPLIT SPOON SAMPLER 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consulting Incorporated LEGEND - Al 0 N f" 0 U W ET. U N O O 0 1- Cl. 0, w 1- m Test Pit Log Project Name: Gurdev Mann Tukwila Short Plat Job No. 13002 Logged by: RAB Date: 9/13/07 Excavation Contractor: NW Excavating Notes: Test Pit No.: TP -1 Sheet of 1 1 Approx. Ground Surface Elevation: 75' General Notes w ( %) 36.9 23.0 U p L .0 a E 0 (n L N a N LL N 0 (/) O U a U o Surface Conditions: Depth of topsoil and sod 18"; tall grass 1 2 3 4 5 6 7 8 9 TPSL Topsoil SM Brown silty SAND, loose to medium dense, moist ML Gray SILT, medium dense, moist - contains laminations and abundant dark yellowish brown mottles Light olive brown to black SANDSTONE, moist, friable, very thinly bedded to laminated, moderately weathered, weak, closely fractured, fractures moderately narrow to moderately wide, filled with gray silty sand - containing abundant yellowish brown mottles and micaceous minerals (Renton Formation) - becomes strong at 8' Test pit terminated at 9' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Proj. No. 13002 Dwn. DNM I Date 9/26/07 Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Checked RAB I Date 9/26/07 1 Plate A2 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. N- o 33 07 H U W 0. a CO N O O 0 1- 0. m Test Pit Log Project Name: Gurdev Mann, Tukwila Short Plat Job No. 13002 Logged by: RAB Date: 9/13/07 Excavation Contractor: NW Excavating Notes: Test Pit No.: TP -2 Sheet of 1 1 Approx. Ground Surface Elevation: 84' General Notes y Q.c a . a E N LL N E ( co o co 12.1 24.1 25.8 1 (,) 0 • c Surface Conditions: Depth of topsoil and sod 12"; tall grass, blackberry brambles 2 3 4 4 S. LD 4 4 5 IS•1 aa< 6 44< 6 :6 7 4 4 � . b. 8 4 4 < 0o 9 4 4 < 10 TPSL Topsoil SP Yellowish brown poorly graded SAND with gravel and silt, medium desk, moist TUFF Light bluish gray VOLCANIC TUFF,moist, friable, deeply weathered, very weak, intensely fractured, moderately narrow fractures filled with clay minerals - contains prominent abundant yellow to dark yellowish brown mottles in fractures - fractures become narrow, closely spaced Test pit terminated at 10' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Proj. No. 13002 I Dwn. DNM I Date 9/26/07 Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Checked RAB I Date 9/26/07 I Plate A3 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. 0 co N Of H a 0 W Q. Q. N O O 0 1- a co Test Pit Log Project Name: Gurdev Mann Tukwila Short Plat Job No. 13002 Logged by: RAB Date: 9/13/07 Excavation Contractor: NW Excavating Notes: Test Pit No.: TP3 Sheet of 1 1 Approx. Ground Surface Elevation: 80' General Notes w ( %) 0 A L . C w > m u- E 0 u) 0 cn co a IS E Surface Conditions: Depth of topsoil and sod 12"; tall grass 18.6 15.9 4 4 4 .4 2 15. L . 4 4 3 1 D 4 .4 D .D 4.4 D .D .. 5 4 4 LS 4 4 D.D. 4 4 .. 7 DD. 4 4 8 D.D. TPSL Topsoil TUFF Dark yellowish brown VOLCANIC TUFF, moist, deeply weathered, weak, intensely fractured, fractures narrow and filled with gray clay Test pit terminated at 8.5' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Proj. No. 13002 I Dwn. DNM Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Date 9/26/07 Checked RAB Date 9/26/07 I Plate A4 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. 0 0 1- a m Test Pit Log Project Name: Gurdev Mann Tukwila Short Plat Sheet of 1 1 Job No. 13002 Logged by: RAB Date: 9/13/07 Test Pit No.: TP -4 Excavation Contractor: NW Excavating Approx. Ground Surface Elevation: 95' Notes: General Notes W ( %) IGraphic Symbol Depth Ft. Sample USCS Symbol Surface Conditions: Depth of topsoil and sod 6 "; lawn 21.3 15.3 W , 1 2 3 4 s TPSL Topsoil 4 o ' D D 4 .4 4 b :b . D,G: 44< bb. 4 4 < D G. 4 4 < TUFF Dark yellowish brown to yellowish brown VOLCANIC TUFF, moist, very weak, extremely weathered, intensely fractured, fractures narrow to very narrow and filled with gray clay t . - , Light gray SILTSTONE, fresh, moist, moderately strong, narrow to very narrow closely spaced fractures filled with clay minerals Test pit terminated at 6.5' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Proj. No. 13002 Dwn. DNM I Date 9/26/07 Checked RAB I Date 9/26/07 I Plate A5 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by enginee ing tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Gurdev Mann, Tukwila Short Plat Job No. 13002 Logged by: RAB Date: 9/13/07 Excavation Contractor: NW Excavating Notes: Test Pit No.: TP -5 Sheet of 1 1 Approx. Ground Surface Elevation: 102' General Notes U a� '- >. 0 u) . 0. N LL N g a o Surface Conditions: Depth of topsoil and sod 6"; lawn 24.3 as as oa: as a .4. 4 4 4 44. 4. . 4 44 a X X X X A n 1 X X X 1 2 3 4 5 6 7 8 9 TPSL Topsoil TUFF Very pale brown VOLCANIC TUFF, moist, deeply weathered, weak, intensely fractured, fractures narrow to very narrow filled with pale brown clay SI LTSTON E Light gray SILTSTONE, moist, fresh, moderately strong, closely spaced fractures, narrow to very narrow filled clay minerals Test pit terminated at 9' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Proj. No. 13002 I Dwn. DNM I Date 9/26/07 Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Checked RAB Date 9/26/07 I Plate A6 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by enginee ing tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Gurdev Mann, Tukwila Short Plat Job No. 13002 Logged by: RAB Date: 9/13/07 Excavation Contractor: NW Excavating Notes: Test Pit No.: TP -6 Sheet of 1 1 Approx. Ground Surface Elevation: 102' General Notes W ( %) 23.5 31.1 U E � W t . . m ti E c U -2- Surface Conditions: Depth of topsoil and sod 12"; lawn 4 4 < LS. 4 4 < 00 4 4 6.6 4 4 D.D: 44< IS .L ., 4.4 < b.. 4.4 .< 1 2 3 4 5 6 7 TPSL Topsoil TUFF Dark yellowish brown to yellowish brown VOLCANIC TUFF, moist, extremely weathered, very weak, moderately fractured, moderately narrow to narrow fractures filled with clay Test pit terminated at 7' below existing grade. No groundwater encountered during excavation. Earth Consulting Incorporated Proj. No. 13002 Dwn. DNM I Date 9/26/07 Test Pit Log Gurdev Mann, Tukwila Short Plat Tukwila, Washington Checked RAB Date 9/26/07 Plate A7 Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. 6 Copies to: DISTRIBUTION E -13002 Mr. Gurdev Mann c/o RN Parnell Company 4422 187th Place Southeast Issaquah, Washington 98027 awvers Title ,1 44, 4 2.ocr— c)&3 pi=e-eizew-s L pee /2c RN Parnell Co. 4422 187th PI. SE Issaquah, WA 98027 REFERENCE NO: / Order No.: 30033006 Liability:' $50,000.00 Policy No.: WA0037 -82- 30033006- Charge: $ 250.00 2009.82015- 79557325 Tax: 1 $ 23.75 Total: $ 273.75 TRUSTEE'S SALE GUARANTEE Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the .elidity, legal effect or priority of any matter shown therein. Lawyers Title Insurance Corporation a corporation herein called the Company, GUARANTEES RN Pamell Co. the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Sc Dated: December 16, 2009 �✓r fo 437 S, Litigation/Trustee's Sale /Contract Forfeiture Guarantee Page 1 of 7 GNT003 Order No.: 30033006 INFORMATION FOR THE ASSURED 1. This Guarantee is restricted to the use of the Assured solely for the purpose of providinginformation to facilitate the commencement of a suit at law, the forfeiture of a real estate contract pursuant to RCW 61.30, the foreclosure of a mechanics' or materialmen's lien pursuant to RCW 60.04, or foreclosure pursuant to RCW 61.24 of a deed of truss described in Schedule B, affecting the land described in Schedule A. The Company shall have no liability for any reliance hereon except for the purpose for which this Guarantee is issued. This Guarantee is not a commitment nor an obligation by the Company to issue any policy or policies of title insurance insuring said land and it is not to be used as a basis for closing any transaction affecting title to said land. 2. Upon request made WITHIN SIXTY (60) DAYS from the effective date of this Guarantee, be Company will extend the effective date of this Guarantee by endorsement to include the filing of any complaint and recording of Notice of Lis Pendens, recording of Notice of Intent to Forfeit Real Estate Contract, or recording of Notice of Trustee's Sale. Such an endorsement will show as additional exceptions, and therefore exclude from coverage, those matters attaching subsequent to the effective date of the Guarantee but prior to the issuance of the endorsement. 3. Upon request, on the 30th day precedng the date set for the trustee's sale or forfeiture of real estate contract, the Company will issue an endorsement identifying notices of federal tax liens filed in the public records, if any, affecting the land described in Schedule A. THE RESPONSIBILIY, HOWEVER, FOR DETERMINING THE 30T1-1 DAY BEFORE THE SALE OR FORFEITURE, AND FOR MAKING THE REQUEST ON THAT SAME DAY, IS BORNE BY THE ASSURED. 4. The Company may, BUT IS NOT OBLIGATED TO, issue additional endorsements extending the effective date of the Guarantee at the request of the Assured. The fee for such endorsements will be charged according to the Company's filed Rate Schedule for such endorsements. The Company will not, and accepts no obligation to , issue an endorsement extending the effective date to, or beyond, the date of any sale of the premises, recordation of a declaration of forfeiture, trustee's sale or deed in lieu of foreclosure or forfeiture. Insurance may be provided following sale or forfeiture according to the Company's filed Rate Schedule. 5. Attention is called to Soldiers' and Sailors' Civil Relief Act of 1940 and amendments thereto and the Military Reservist Relief Act of 1991 (Sec. 800 to 810, Military and Veterans Code) which contain inhibitions against the forfeiture of land under a real estate contract or sale of land under a deed of trust if the owner is entitled to the benefits of said Acts. 6. Attention is called to the Federal Tax Lien Act of 1966 (Public Law 89719) and amendments thereto which, among other things, provides for the giving of written notice of sale or forfeiture in a specified manner to the Secretary of the Treasury or his delegate as a requirement for the discharge or divestment of a federal tax lien in a non - judicial sale or forfeiture, and establishes %rah respect to such lien a right in the United States to redeem the property within a period of 120 days from the date of any such sale or forfeiture. 7. No guarantee is given nor liability assumed with respect to the identity of any party named or referrd to in Schedule B or with respect to the validity, legal effect or priorityof any matter shown therein. Litigation/Trustee's Sale /Contract Forfeiture Guarantee Page 2 of 7 GNT003 Order No.: 30033006 SCHEDULE A 1. Name of Assured: RN Pamell Co. 2. Title to the estate or interest in the land is vested in: Gurdev S. Mann and Sarabjit K. Mann, husband and wife 3. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate 4. The land referred to in this Guarantee is described asfollows: See Exhibit A attached hereto. Litigation/Trustee's Sale /Contract Forfeiture Guarantee Page 3 of 7 GNT003 Order No.: 30033006 Defects, liens, encumbrances or other matters affecting title: 1. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 3365900765 YEAR BILLED PAID BALANCE 2007 $2,022.12 $0.00 $2,022.12 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2380 ASSESSED VALUE LAND: $79,000.00 ASSESSED VALUE IMPROVEMENTS: $86,000.00 2. MATTERS SET FORTH BY SURVEY: RECORDED: APRIL 07, 2006 RECORDING NO.: 20060407900014 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: KANWAUIT SINGH KOCHHAR, AS HIS SEPARATE ESTATE TRUSTEE: OLD REPUBLIC TITLE BENEFICIARY: JAMES L. FRESE, AS PERSONAL REP OF ESTATE OF ANGELINE FRESE, DECEASED ADDRESS: 6516 126TH AVE SE, BELLEVUE, WA 98006 ORIGINAL AMOUNT: $121,500.00 DATED: JUNE 28, 2001 RECORDED: OCTOBER 02, 2001 RECORDING NO.: 20011002001649 INVESTIGATION SHOULD BE MADE TO DETERMINE THE PRESENT BALANCE OWED BY CONTACTING THE APPROPRIATE LENDER/AGENCY /INDIVIDUAL SAID DEED OF TRUST IS A RE- RECORD OF THE DEED OF TRUST RECORDED ON JUNE 29, 2001, UNDER RECORDING NO. 20010629002953. ASSIGNMENT OF THE DEED OF TRUST: ASSIGNEE: JAMES L. FRESE, LAWRENCE R. FRESE, RUTH L. JOHNSON AND APULINE C. NUZUM RECORDED: OCTOBER 11, 2001 RECORDING NO.: 20011011001714 PARTIAL ASSIGNMENTS OF THE DEED OF TRUST: ASSIGNOR: ESTATE OF LAWRENCE ROBERT FRESE, DECEASED ASSIGNEE: MARY FRESE DEFRANCO, ROBERT L. FRESE, DENNIS W. FRESE AND JOANNE FRESE GARROTT RECORDED: MAY 07, 2002 RECORDING NO.: 20020507002257 Litigation/Trustee's Sale /Contract Forfeiture Guarantee Page 4 of 7 GNT003 Order No.: 30033006 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GHR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TRUSTEE: GARY P. SCHUETZ, ATTORNEY AT LAW BENEFICIARY: KANWAUIT SINGH KOCHHAR, AN UNMARRIED INDIVIDUAL ADDRESS: 5708 S. 142ND ST, TUKWILA WA 98168 LOAN NO.: NOT DISCLOSED ORIGINAL AMOUNT: $420,000.00 DATED: NOVEMBER 16, 2005 RECORDED: NOVEMBER 21, 2005 RECORDING NO.: 20051121002111 (COVERS THIS AND OTHER PROPERTY) 5. LIEN CLAIMED BY CITY OF TUKWILA. AGAINST: GURDEV S. MANN AND K. SARABJIT FOR: DELINQUENT STORM AND WATER CHARGES AMOUNT: $187.17 RECORDED: JUNE 19, 2008 RECORDING NO.: 20080619000841 NOTE 1: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: NORTHPOINT ESCROW AND TITLE, LLC 155 NE 100TH STREET SUITE 200 SEATTLE, WA 98125 ATTN: RECORDING DEPT. NOTE 2: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: A Single Family Residence KNOWN AS: 5708 S 142nd Street Tukwila, WA 98168 NOTE 3: THE FOLLOWING WILL BE AN ACCEPTABLE ABBREVIATED LEGAL DESCRIPTION FOR THE RECORDING COVER PAGE ONLY, IN COMPLIANCE WITH THE RECORDING STATUTE: Lots 1 and 2, Block 8 of Hillman's Seattle Garden Tracts CP1 Page 5 of 9 Enclosures: Sketch Vesting Deed Paragraphs Order No.: 30033006 Page 6 of 9 Order No.: 30033006 EXHIBIT "A" LOTS 1 AND 2 IN BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or asseSSrnents of any taxing authority that levies taxes or assessments on real property or, (2) Poceedngs by a pubic agency which may result in taxes or assessments, or notices or such proceedings, whether or not the matters excluded under (1) or (2) are mown by the records of the taxing authority or by the pubic records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Ads authorizing the issuance thereof, (3) water nghts, dams or bile to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason Of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly descnbed in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements, or any rights or easements therein, unless such property, rights or easements are expressly and specificaly set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalittity or parental invalidity of any Judicial or non- judicial proceeding whidh rs withn the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guararhiae mean: (a) the 'Assured': the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) 'land': the land desdibed or referred to in Schedule (A), (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term ' land' does not include any property beyond the lines of the area described or referred to in Schedule (A), (C) or in Part 2 nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. ' mortgage': mortgage, deed of trust, trust deed. or other security instrumenL 'public records ": records established under state stables at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. ' date': the effective date. (c) (d) (e) 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. if prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the mater or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other ad which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the ones of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costa or expenses incurred by an Assured in the defense of those causes of action wthirh allege matters not covered by this Guarantee. Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) in all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure o the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at Its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Companys expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defaming the action or lawful act which in the opinion (c) CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and SWOT to by the Assured shall be furnished to the Company wnitn ninety (90) days after the Assured shall ascertain the fads giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure or the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers. checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the lose or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Uabllhy. In case of a claim under this Guarantee, the Company shall have the following adddional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the norm of the Assured any claim which could result in lose to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any Idgation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any daim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obfigi Lion to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised tts options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured daimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of. (b) the amount of liability stated in Schedule A or in Part 2; the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any doled, lien or encumbrance assured against by this Guarantee. 6. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or axes any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a Final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of LlabliRy or Termination of Liability. All payments under this Guarantee, except payments made for costs, attomeys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of tiabiity pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in acoordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act or the Assured claimant The Company shall be eubrogethd to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company al rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fuly cover the loss of the Assured the Company shag be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohbited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability to $1.000,000 or less shall be erbitmted at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of 51,000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attomeys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(a) may be entered in any court having jurisdiction thereof. The law of the sous of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In Interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole' (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or varrdating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shag include the number of this Guarantee and shall be addressed to: Claims Department, P.O. Box 45023, Jacksonville, FL 32232-5023. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) THIS SKETCH IS PROVIDED, W ITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIM ITED TO, AREA, DIM ENSIONS, EASEM ENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT M ODIFY, THE COMMITMENT OR POLICY TO W HICH IT IS ATTACHED. THE COMPANY ASSUMES NO LIABILITY FOR ANY M ATTER RELATED TO THIS SKETCH,UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE M ADE TO AN ACCURATE SURVEY FOR FURTHER INFORM ATION. SECTION: 14 TOWNSHIP: 23N RANGE: 04E 8618ts JFDC 0016 3:30600 IV20 158271s 02 t--I 196091s 7062113 ICAO 0011 101656s 86201s 92 162 2 10.90 1.011LA 81-33-91.8 820 150353 —I— - , 1 d7 LOT A 1.2512t . 0330 92 LOTB 133001s 0331 0325 13 130561s 100 LOT 3 33.4440 0303 0320 12 130561s 13260# 0347 " LOT 2 17 85 80 LOT 1 18 —92411 - 0346 14 0830 ,•"" 31500ts 16 9 3ZESSO 0703 0795 8 1011099 7 L92.04 6 1050099 0790 LOT 1 10500f 10560 *9 0855 21000 *s se Nil 19 153879 0345 1.7A 83 MO500 03/S 0315 11 130569s 20 0360 130561s 0310 10 130561s 0365 21 130561s 9 =MO mm 1305619 0305c74) 0300 8 13056ts SISSP2 22 0370 2611218 23 33/660 OHS 0295 7 13056ts 310:00 030 0380 24 13056ts 0290 6 111640 MSS 25 0385 20! 20 2‘.2 37.00 11,3 321500 ono 201649 5 0780 32 • 21000 0865 TU BLA L01-096 0907 —■ 20020131900002 MOM LOT 2 11522# 4 31 0775 4115399 192.04 3335L0 0/711 3 0770 105604s 2 0765 V91.1 ons 1 192 2112' 30 29 0905 TIM 28 21175Ifs S _ 1_42JID_ S_T_ 192 Ct-t' .7. 192 0710 10 ... 13058#8 4.. 0715 19,, 11 0720 ... -OM 12975/8 12 2 fJ MVO 805 0705 9 11 9 0 4 $ 9 . ... 11960ts ■^44 330:070 855 0700 8 11904ts 738500 OM 0725 13 11904*s 2 ... 8.0s 0695 7 119049s or. 0 1.413 0730 14 1190490 . .8 >i <1 r‘g MONO 1093 11904Es mem 1095 GURDEV SINGH MANN /GURUNAM SINGH 15842 94th AVE SW BORIEN WA 98166 FILE NO: 4051101 COMMONWEALTH LAND TITLE INSURANCE COMPANY OF PHILADELPHIA 20051121002110 . 20051121002110 OLD REPUBLIC T WD 33.00 PAGE001 OF 002 KINGGICOODUNT4 A� Y1U E2170466 11/21/2005 14:20 KING COUNTY, WA TAX $8,183.00 SALE $480,000.00 PAGE001 OF 001 STATUTORY WARRANTY DEED RE: 5708 S 142nd ST, TUKWILA WA 98168 & 918 W MEEKER ST., KENT.. WA 98032 Grantor(s): KOCHHAR, Kanwaljit Singh Grantee(s): MR. LLC Legal Description: Parcel A; Lts 1 & 2, Blk 8, Iit_MAN'S SEP E GAISFN : Patel B; Pot- Mao ' of Ztp 22 N, R 4E, W.M. ASE ud, ax arce o.: & 242204-9104-CB THE GRANTOR KANWALJIT..SINGH.KOCH$AR,..an.. r.r.i individual for and in consideration of .TEN. _ _and . NO /.1.OA...DOLLARS ...($10..,Q0 ) aft43 other good and EM anrBawa rants to GHR, LLC, a Washington. limited liability company the following described real estate. situated in the County of KING , State of Washington: LEGAL DESCRIPTION attached hereto as "EXHIBIT A" and incorporated herein by this reference thereto. SUBJECT TO: Agreements, Conditions, Covenants, Easements, Reservations and Restrictions appearing of public record and /or running with the land, which as of the recording of this Deed appear under Recording No(s) 8701090744 or on the face of the Plat. ALSO SUBJECT TO Deeds of Trust under Recording Nos 20011219002893 and 20030106002853 which Grantor will continue to pay. Dated NOVEMBER 16, 2005 KANWALJIT SINGH KOCHHAR APPROVED BY GHR, ®iy} State of Washington OLD REPUBLIC TITLE LTD.c�' -_('� _ ■ County of ....KING I certify that I know or have satisfactory evidence that KANWALJIT SINGH KOCHHAR (Name of Person) is the person who appeared before me. and said person acknowledged that (he /she) signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses a, . t .rp• tK41n. - tioned in the i,struinent. Cz{]f P SCHUETZ '.7-rlr Public (Title) - My appointment expires .15 -04 -07 Dated:./.47/.4.• . 7 . 20051121002110.002 LEGAL DESCRIPTION EXHIBIT The land referred to is situated in the County of King, City of Tukwila, State of Washington, and is described as follows: PARCEL A: Lot(s) 1 and 2, Block 8, HILLMAN'S SEATTLE GARDEN TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page(s) 24, records of King County, Washington. PARCEL B: That portion of the Southeast quarter of the Northwest quarter of Section 24, Township 22 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the South line of Meeker Avenue, now Meeker Street, with the East line of Madeen Avenue; THENCE East along the South line of Meeker Avenue, now West Meeker Street, 60 feet to the True Point of Beginning; THENCE South parallel to the East line of Madeen Avenue 180 feet; THENCE East 60 feet; THENCE North parallel to the East line of Madeen Avenue 180 feet; THENCE West 50 feet to the True Point of Beginning. BOTH SITUATE in the County of King, State of Washington 006ri : r ;DUCK \1,x.0,1 5710 60,,2 . b4T2EN 45 C?r 4'/ <' PASSE & .PMC/ "N® 9 CE PC. 5742 AVE. RECORD OF SURVEY FOR LEE STENSON LOCATED IN THE S.E. 1/4, OF THE S.W. 1/4, OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KONG COUNTY, WASHINGTON 589'04'574 16 ±10,562 50. FT G.24 .9C. S89'04'127 792.54' E —CONC. NAY. 611.1' NORM OF NORM ONE OF LOT 4. ±IGSSZ so. IT 0.24 46 58804'120 192.04' i // / / / / //// 2 6 7746 TAC. WAYVFN7w429 N'/ 7 88ASS0 & 9;.564 55754 Of. S. &5.1445457. 747 '0,552 S0. FT 0.24 4G 5800417E 792.04 ±'0,562 SO. Fi. 0.04 AC. 77 END OF FENCE 611.1' NEST &— n `I._' NORM CC PROPEOY ONE WOx FENCE 55404176 79204' hILL`IAOS SEATTLE GARDEN MAC-5 HOCK VOL. II, PG. 24 '84092 0 41560' (u;C'e) S /427TH ST. 86404'700 428.67' /FAS) S 144TH ST GRAPHIC SCALE 1 " =30' 30 0 BASIS OF BEARINGS: 30 NORMS 94544 FREON ,APE 6450 ON INE 6441706941 01 `851 AYE 5., BENS NOR 0r06'46 EAST, A.5 WW1 60 NI 1460:15; OF SKYEY PEED N 840122 OF 528045 AT PACE 754, 0110ER REM N0.800 45504, .8468225 OE 4686 662565, 01514205 LEGAL DESCRIPTION: LOTS 2, 4, 5 4012 6. BLOCK 0 44145585 511510 248055 554676, ACONDINC PO 756 PLO 04956546 REGROW IN 755522E II OF M415, P54675 24, IN 47445 4175, 64165704 NOTES: 209.545405 465E0 ON 4/16/01 Dar P504407586840240 5 LOT 5 &6 547 PER 660475 50567. LEGEND: 0 sir !/2' 13358 & [48'08 IBB96 �-R70. LONC 20MMEN' 45 025E W/ LEAS & 1'262. — – - -0 rr,^, 0 5851 AVE S. & S 14218 55. U •1 Wp 0 1 00� 44 44547 I4 CAS W/ Y OWE' PUNCN h OO. CONC. 05854 Alt. S. S INM S5. 116IRA641 U90855]687 475 N5/56 4588 8114626 508615/,{ {k£ [ /ERG 5081695 7 /AC 12 -15-08 46006 6476 11 1 /(i6 I/4, 00 I! [L7 447,{ R4 0.4, NY 0 2' ;1.4, 0 1::50 507/5± '. 4.....45.:5. 371, S )' 5, , - ,wi:ILl- Ilikqu Old Republic Title, Ltd. DOCUMENT TITLE•Deed b-F PREVIOUS DOCUMENT REFERENCE NOS.. 20011002001649 GRANTORS kanwaljit kochlar james frese deed of trust 3365900765 For additional names, see page GRANTEES. 1. 2. r Cane S L For additional names, see page LEGAL DESCRIPTION. Lot- 3 + a 4 3\ �e c6 1,mcw s ecc - -(€ c de \ ra,c.± See page for full length legal description Assessor's Property Tax Parcel or Account No • 33cpsq v- (1)(0 09 AFTER RECORDING MAIL TO: Eull Service Escrow, Inc. 12055 15th Ave N.E. Seattle, WA 98125 -0000 Filed for Record at Request of: Full Service Escrow, Inc. Escrow Number: 0106028CM DEED OF TRUST (For use in the State of Washington only) Grantor(s). Kanwaljs.t Singh Koohhar 3 I Beneficiary - James L. Erase Trustee - Old Republic T3.tle Abbviated Legal Lots 1 Assessor's Tax Parcel Numaber(s). B336590- 10765- 0g�ttle Garden Tracts ()Or AC/ C/) THIS DEED OF TRUST, made this 28th day of June, 2001 between Kanwalpxt Singh Kochhar, an unmarried individual GRANTOR, whose address is 5570 South Juniper Street, Seattle, Washington 98178 Old Republic Title TRUSTEE, whose address is 4214 198th Street Southwest, Suite #4 Lynnwood, WA 98036 and James L. Erase* BENEFICIARY, whose address is 65516 12 €i i. Avvsuate o '� .41tl9e1l�.i WAd� Qa ed * as Personal Represents eve o g WITNESSETH Grantor hereby bargains, sells, and conveys to Trustee in trust, with power of sale, the followmg described real property in King County, Washington. LOT(S) 1 AND 2, BLOCK 8, HILLMAN'S SEATTLE Garden tracts, according to the plat thereof recorded in volume 11 of Plats, page(s) 24, recorded of kmg county, Washington Situate in the County of King, State of Washington which real property is not used principally for agricultural or farming purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues, and profits thereof. This deed is for the purpose of securing performance of each agreement of Grantor herein contained, and payment of the stun of ONE HUNDRED TWENTY ONE THOUSAND FIVE HUNDRED AND NO /100 Dollars ($ 121, 500.00) with interest, m accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon To protect the security of this Deed of Trust, Grantor covenants and agrees. 1 To keep the property m good condition and repair, to permit no waste thereof, to complete any building, structure or improvement being built or about to be built thereon; to restore promptly any building, structure, or improvement thereon which may be damaged or destroyed, and to comply with all laws, ordinances, regulations, covenants, conditions, and restrictions affecting the property 2 To pay before delinquent all lawful taxes and assessments upon the property, to keep the property free and clear of all other charges, liens or encumbrances impairing the security ofthis Deed of Trust 3. To keep all buildings now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor The amount collected under any insurance policy may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust In the event of foreclosure, all nghts of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale 4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a Page l of 3 LPB-22 reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust 5 To pay all costs, fees, and expenses m connection with this Deed of Trust, including the expenses of the Trustee incurred m enforcing the obligation secured hereby and Trustee's and attorneys fees actually incurred, as provided by statute 6 Should Grantor fail to pay when due any taxes, assessments, msurance premiums, liens, encumbrances or other charges against the property herein above described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust — - IT IS MUTUALLY AGREED THAT. 1 In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay 3 The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto 4 Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of the Beneficiary In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the sale as follows (1) to the expense of the sale, including a reasonable Trustee's fee and attorney's fee, (2) to the obligation secured by this Deed of Trust, and (3) the surplus, if any, shall be distributed to the persons entitled thereto 5 Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor —had or had- the power to convey at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter Trustee's deed shall recite the facts showmg that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser and encumbrances for value 6 The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington, is not an exclusive remedy, Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage 7 In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint in wntmg a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee, or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee 8. This Deed of Trust applies to, inures to the benefit oi; and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors, and assigns The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herem 2 Kanwaljit S. Kochhar State of Washington } County of King } SS. I certify that I know or have satisfactory evidence that Kanwaljit S. Kochhar is - the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument and acknowledge it to be his free and voluntary act for the uses and purposes mentioned in this instrument Dated' •:.;tai A MORGAN vOTARY PUBLIC S EATE OF WASHINGTON Ci7MM' ^.C.qN EXPgRIS Carol A Morgan Notary Public in and for the State of Washington Residing at Seattle My appointment expires July 9, 2004 REQUEST FOR FULL RECONVEYANCE Do not record To be used only when note has been paid TO. TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied, and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder Dated Page 3 of 3 LPB -22 AFTER RECORDING MAIL TO: Full Service Escrow, Inc 12055 15th Ave N.E. Seattle, WA 98125 -0000 Filed for Record at Request of: Full Serv..ce Escrow, Inc. Escrow Number: 0106028CM 20010629002953 OLD IC00T33DT me* 00 08/2Li1602ti KING COUNTY, UA DEED OF TRUST (For use m the State of Washington only) Grantor(s) Kanwaljit Kochhar C'''I C\4)1 Beneficiary -James frese Trustee - Old Republic Title l l Abbreviated Legal. Lots 1 and 2, Block 8, Hillman's Seattle Garden Tracts �,` n /i��-''//,,'']]((` Assessor's Tax Parcel Numbers) 3365900765 -09 X (UVUI"l C' THIS DEED OF TRUST, made this 28th day of June, 2001 between Kanwal3a.t Singh Kochhar, an unmarried xnda.vs.dual GRANTOR, whose address is 5570 South Juniper Street, Seattle, Washington 98178 old Republic Title TRUSTEE, whose address is 413.4 198th Street Southwest, Suxteit4 , Lynnwood, WA 98036 and James L. Erase BENEFICIARY, whose address is 6516 126th Avenue southeast, Bellevue, WA 98006 WITNESSETH Grantor hereby bargains, sells, and conveys to Trustee in trust, with power of sale, the following described real property in King County, Washington LOT(S) 1 AND 2, BLOCK 8, HILLMAN'S SEATTLE Garden tracts, according to the plat thereof recorded in volume 11 of Plats, page(s) 24, recorded of king county, Washington Situate m the County of Kmg, State of Washington which real property is not used principally for agricultural or farming purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues, and profits thereof This deed is for the purpose of securing performance of each agreement of Grantor herein contained, and payment of the sum of ONE HUNDRED TWENTY ONE THOUSAND FIVE HUNDRED AND NO /100 Dollars ($ 121,500.00) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon To protect the security of this Deed of Trust, Grantor covenants and agrees. 1 To keep the property in good condition and repair; to permit no waste thereof, to complete any buildmg, structure or improvement bemg built or about to be built thereon, to restore promptly any budding, structure, or improvement thereon which may be damaged or destroyed; and to comply with all laws, ordinances, regulations, covenants, conditions, and restrictions affecting the property 2 To pay before delinquent all lawful taxes and assessments upon the property, to keep the property free and clear of all other charges, liens or encumbrances impairing the secunty of this Deed of Trust 3 To keep all buildmgs now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor The amount collected under any insurance policy may be applied upon any indebtedness hereby secured m such order as the Beneficiary shall determine Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust In the event of foreclosure, all rights oldie Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4 To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a Page 1 of 3 LP8 -22 reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose thts Deed of Trust. 5 To pay all costs, fees, and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured hereby and Trustee's and attorney's fees actually Incurred, as provided by statute 6 Should Grantor fail to pay when due any taxes, assessments, insurance premiums, (tens, encumbrances or other charges against the property herein above described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust IT IS MUTUALLY AGREED THAT 1 In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation 2 By accepting payment of any sum secured hereby after Its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay 3 The Trustee shall reconvey ail or any part of the property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto 4 Upon default by Grantor in the payment of any indebtedness secured hereby or m the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of the Beneficiary In such event and upon written request of Beneficiary, Trustee shall sell the trust property, m accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the • sale as follows (1) to the expense of the sale, including a reasonable Trustee's fee and attorney's fee, (2) to • the obligation secured by this Deed of Trust, and (3) the surplus, if any, shall be distributed to the persons • entitled thereto G Q °' 5 Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the ▪ purchaser the interest in the property which Grantor had or had the power to convey at the time of his co execution of this Deed of Trust, and such as he may have acquired thereafter Trustee's deed shall recite the ° facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be puma facie evidence of such compliance and conclusive evidence thereof in c=" favor of bona fide purchaser and encumbrances for value 6 The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy, Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage 7 in the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shalt be vested with all powers of the original trustee The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee, or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee 8. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors, and assigns The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein 2 Pi'k Ct /C't Kanwaljit S. Kochhar State of Washington } County of King } SS 1 certify that 1 know or have satisfactory evidence that Kanwaljit S. Kochhar is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument and acknowledge it to be his free and voluntary act for the uses and purposes mentioned in this instrument Dated- .)T ARY PUE3LIG C'ATE OF WASHINGTON :;fl:'' :f;iori FXPIRL-:: -- , --.--- r- Carol A Morgan Notary Public in and for the State of Washington Residing at Seattle My appointment expires July 9, 2004 REQUEST FOR FULL RECONVEYANCE Do not record To be used only when note has been paid TO. TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied, and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder Dated Page 3 of 3 LPB -22 Return Address. DAVID R MEYER, ESQ The Meyer Law Firm, P.0 P O Box 3714 Bellevue, WA 98009 (425) 455 -1002 ANIMPH PAGE IETER LAW ADT 9.00 10/11/3501 NNCOUNT, GGW ASSIGNMENT OF DEED OF TRUST Document Title Reference No of Documents Assigned or Released Name of Grantor(s). [Last/Fust/Imhal]. Name of Grantee(s) [Last/First/Initial] Legal Description [Abbreviated] Assessor's Property Tax Parcel/Acct No Assignment of Deed of Trust 20011002001649 Estate of Angeline M Frese Frese, James L., Frese, Lawrence R , Johnson, Ruth L , Nuzum, Pauline C , m equal shares Lots 1 and 2, Block 8, Hillman's Seattle Garden Tracts 336590-0765 -09 FOR VALUE RECEIVED, the undersigned as Beneficiary, hereby grants, conveys, assigns and transfers to James L. Frese, Lawrence R. Frese, Ruth L. Johnson, and Pauline C. Nuzum, in equal shares, all beneficial interest under that certain Deed of Trust, dated June 28, 2001, executed by Kanwaljit Singh Kochhar, Grantor, to Old Republic Title, Trustee, and re- recorded on October 2, 2001 under recording No. 20011002001649 records of King County, Washington, describing land therein as: Lots 1 and 2, Block 8, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11, page 24, recorded in King County, Washington. Situated in County of King, State of Washington. Together with note or notes therein described or referred to, the money due and to become due thereon, with interest, and all rights accrued or to accrue under said Deed of Trust. ASSIGNEMENT OF DEED OF TRUST - Page 1 ESTATE OF ANGELINE M. FRESE By: 110«1IIA _ .t!-AJ AME L. FRESE, Personal Representative of the Estate of Angeline M Frese STATE OF WASHINGTON ) COUNTY OF KING ) ss. I certify that I know or have satisfactory evidence that James L. Frese signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Personal Representative of the Estate of Angeline M. Frese, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. WITNESS my hand and official seal hereto affixed this l6 day of October, 2001. -)titira/Lik 'AAA Printed Name V� t rG, S, J . s"f`u selat Notary Public in and for the State of Washington, residing at aL(<Ja'S My Commission Expires: a (. fl$ ' Y1CTt SJ TRUSEDELL STAV or WASHINGTON NOTARY-- -- PUBLIC ICY COMMISSION EXPIRES 1-08 -03 ASSIGNEMENT OF DEED OF TRUST - Page 2 AFTER RECORDING MAIL TO FIRST SAVINGS BANK OF RENTON C #603650 -00 P 0 BOX 360 RENTON, WA 98057 20020507002257 ASSIGNMENT OF DEED OF TRUST 1 r n For Value Received, the undersigned as Beneficiary, hereby grants, conveys, assigns and transfers to Mary Frese DeFranco, Robert L. Frese, Dennis W Frese, Joanne Frese Garrott, in equal shares all beneficial interest for the 25 percent share belonging to Lawrence Robert Frese under that certain Deed of Trust dated June 28, 2001 executed by Kanwalpt Singh Kochhar, an unmarried individual, to Old Republic Title, Trustee and recorded on June 29, 2001 under Auditor's File No 20010629002953 and re- recorded on October 2, 2001 under Auditor's File No 20011002001649, records of King County, Washington, describing land therein as Lots 1 and 2, Block 8, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, records of King County, Washington Situate in the County of King, State of Washington Tax Parcel No. 336590- 0765 -09 PM W T Together with note or notes therein described or referred to, the money due and to become due thereon, with interest, and all rights accrued or to accrue under said Deed of Trust Dated April 25, 2002 Said document(s) wero tiled for record by Pacific Northwest Title as accommodation only It has not been examined . s t• rr.ucr execution or 04 t() it ^ ..uc ),)C.. t':0 STATE OF WASHINGTON) ss COUNTY OF KING) Estate of Lawrence Robert Frese, Deceased By M Suc t/./ 1 /AZ.' / ' A 4 i thryn ssor rese) DeFranco I certify that I have satisfactory evidence that Mary Kathryn ( Frese) DeFranco is the person who appeared before me, and said person acknowledged that she signed this instrument, on oath stated that she is authorized to execute the instrument and acknowledged it as the Successor of the Estate of Lawrence Robert Frese, Deceased to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument Dated April 30, 2002 STEPHANIE J. BOWEN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES FEBRUARY 19, 2004 Steph:' e I Bowen Notary Public in and for the State of Washuigton _ _ Residing at Renton My appointment expires 2/19/04 AFTER RECORDING MAIL TO FIRST SAVINGS BANK OF RENTON C #603650 -00 P 0 BOX 360 RENTON, WA 98057 20020507002257 ASSIGNMENT OF DEED OF TRUST 1 r n For Value Received, the undersigned as Beneficiary, hereby grants, conveys, assigns and transfers to Mary Frese DeFranco, Robert L. Frese, Dennis W Frese, Joanne Frese Garrott, in equal shares all beneficial interest for the 25 percent share belonging to Lawrence Robert Frese under that certain Deed of Trust dated June 28, 2001 executed by Kanwalpt Singh Kochhar, an unmarried individual, to Old Republic Title, Trustee and recorded on June 29, 2001 under Auditor's File No 20010629002953 and re- recorded on October 2, 2001 under Auditor's File No 20011002001649, records of King County, Washington, describing land therein as Lots 1 and 2, Block 8, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, page 24, records of King County, Washington Situate in the County of King, State of Washington Tax Parcel No. 336590- 0765 -09 PM W T Together with note or notes therein described or referred to, the money due and to become due thereon, with interest, and all rights accrued or to accrue under said Deed of Trust Dated April 25, 2002 Said document(s) wero tiled for record by Pacific Northwest Title as accommodation only It has not been examined . s t• rr.ucr execution or 04 t() it ^ ..uc ),)C.. t':0 STATE OF WASHINGTON) ss COUNTY OF KING) Estate of Lawrence Robert Frese, Deceased By M Suc t/./ 1 /AZ.' / ' A 4 i thryn ssor rese) DeFranco I certify that I have satisfactory evidence that Mary Kathryn ( Frese) DeFranco is the person who appeared before me, and said person acknowledged that she signed this instrument, on oath stated that she is authorized to execute the instrument and acknowledged it as the Successor of the Estate of Lawrence Robert Frese, Deceased to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument Dated April 30, 2002 STEPHANIE J. BOWEN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES FEBRUARY 19, 2004 Steph:' e I Bowen Notary Public in and for the State of Washuigton _ _ Residing at Renton My appointment expires 2/19/04 KANWALJIT SINKOCHHAR 5708 S 142nd ST TUKWILA WA 98168 FILE NO. 4051101 GARY P. SCHUETZ Attorney 1900 SOUTH PUGET DR, STE 208 RENTON, WA 98055 20051121002111 OLD REPUBLIC T DT 38.00 PROW/ OF 007 KING1CCOUNTY,IiA DEED OF TRUST (For Use in the State of Washington Only) RE: 5708 S 142nd ST, TUKWILA WA 98168 & 918 W MEEKER ST. KENT WA 98032 Grantor(s): GHR, LLC Grantee(s): KOCHHAR, Kanwaljit Singh Le�.nl sztpuoE:sec L4, `�4ip JAN, 4 '�, W�'18, H Ltmws SEPLITLE G5RUEN S: Paul B: Pot Assessor's Tax Parcel I.D. No. 336590 -0765 -09 & 242204 - 9104 -08 THIS DEED OF TRUST, made this 16TH day of NOVEMBER 2005 , between CUR, LLg a Washington limited liability company GRANTOR whose address is 15842 94th AVE SW, BORIEN WA 98166 GARY P. SCHUETZ - Attorney at Law,:. _ TRUSTEE, whose address is 1900 SOUTH PUGET DR, STE 208, RENTON, WA 98055, and KANWALJIT SINGH KOCHHAR, an unmarried individual BENEFICIARY, whose address is 5708 S 142nd ST, TUKWILA WA 98168 WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in KING County, Washington: LEGAL DESCRIPTION attached hereto as "EXHIBIT A" and incorporated herein by this reference thereto_ The property described herein may not be sold or otherwise transferred prior to payment in full of the Note herein secured without the Beneficiary's consent. Breach of this provision will result in all suns hereby secured becoming immediately due and payable at the option of the Beneficiary. See "ALL- INCLUSIVE DEF.r) OF TRUST RIDER" (2) attached hereto and incorporated herein by this reference thereto. (7)3 OLD REPUBLIC TITLE LTD. which real property is not used principally for agricultural or farming purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof. This deed is for the purpose of securing performance of each agreement of grantor herein contained, and payment of the sum of FOUR.HUNDFtEA..TWENT.Y THOUSAND & NO /Tars ($ 420,000.00 - - - - -- ) with interest, in accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums Page I of 4 A 20051 1 21 0021 1 1.002 as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. To protect and security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste thereof; to complete any building, structure or improvement being built or about to be built thereon; to restore promptly any building, structure or improvement thereon which may be damaged or destroyed; and to comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property. 2. To pay before delinquent all lawful taxes and assessments upon the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. 3. To keep all buildings now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less that the total debt secured by the Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor. The amount collected under any insurance shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the event of foreclosure, all rights of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4. To defend any action or proceedings purporting to affect the security hereof or the rights or powers of the Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5. To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured hereby and Trustee's and attorney's fees actually incurred, as provided by statute. 6. Should Grantor fail to pay when due any taxes, assessments, insurance premiums, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the atnount so paid, with interest at the rate set forth in the note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust. IT IS MUTUALLY AGREED THAT: 1. In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire atnount of the award or such portion as may be necessary to fully satisfy the obligation secured hereby, shall be paid to Beneficiary to be applied to said obligation. 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay. 3. The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 4. Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of the. Beneficiary. In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at Trustee's sale. Trustee shall apply the proceeds of the sale as follows: (1) to the expense of the sale, including a reasonable Trustee's fee and attorney's fee; (2) to the obligation secured by this Deed of Trust; (3) the surplus, if any, shall be distributed to the persons entitled thereto. 5. Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor had or had the power to convey at the time of his execution, of. this Deed of Trust,_ and such as he may have acquired thereafter. Trustee's deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such conclusive evidence thereof in favor of bona fide purchaser and cncumbrancers for value. 6. The power of sale conferred by this Deed of Trust and by the Decd of Trust Act of the State of Washington is not an exclusive remedy; Beneficiary may cause this Decd of Trust to be foreclosed as a mortgage. Page 2 of 4 20051121002111.003 7. In the event of the death, incapacity, disability or resignation of the Trustee, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee. 8. This Deed of Trust applies to, insures to the benefit of, and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors and assigns. The term Beneficiary shall mean the holder and owner of the note, cured hereby, whether or not named as :eneficiary herein. n / GHR, LLC ....By.:..GURDEV.SXNGR.MANN, Member. GHR, LLC By: GURUNAM SINGH, Member State of Washington County of ...KING I certify that I know or have satisfactory evidence that CCRDEV SINGH MANN and GURUNAM SINS (Name of Person) is the person who appeared before me, and said person acknowledged that (he /she) signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated: (Seal or Stamp) State of Washington County of King (Signature) GARY P SCHUETZ, Notary Public (Title) My appointment expires 05 -04-07 i certify that I know or have satisfactory evidence that GURDEV SINGH MANN D and.C,URUNAM.SINGH is the person who (Name of Person) Pe appeared before me, and said person acknowledged that (he /she) signed this instrument, on oath stated that (he /she) was authorized to execute the instrument and acknowledged it as the Managing Members (Type of authority, e.g., officer, trustee, etc.) GHR, LLC (Name of party on behalf of whom the instrument - . executed) to be the free and voluntary act of such party for the uses and pu :. - - ' tioned in the ;.• . /� Q J`— ' ��' � r I�...<Si• �t r ••-Y P ETZ -.b @ -J Public Dated: I/ (.Seal or Stamp) V,��ptARY • (Title) 15/04/07. My appointment expires Page 3 of 4 20051121002111.004 REQUEST FOR FULL RECONVEYANCE Do not record. To be used only when note has been paid. TO: TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully aid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith. together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. Dated: Page 4 of 4 LEGAL DESCRIPTION EXHIBIT The land referred to is situated in the County of King, City of Tukwila, State of Washington, and is described as follows: PARCEL A: Lot(s) 1 and 2, Block 8, HILLMAN'S SEATTLE GARDEN TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page(s) 24, records of King County, Washington. PARCEL B: That portion of the Southeast quarter of the Northwest quarter of Section 24, Township 22 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the intersection of the South line of Meeker Avenue, now Meeker Street, with the East line of Madeen Avenue; THENCE East along the South line of Meeker Avenue, now West Meeker Street, 60 feet to the True Point of Beginning; THENCE South parallel to the East Ilne of Madeen Avenue 180 feet; THENCE East 60 feet; THENCE North parallel to the East line of Madeen Avenue 180 feet; THENCE West 50 feet to the True Point of Beginning. BOTH SITUATE in the County of King, State of Washington 20051121002111.uub ALL — INCLUSIVE DEED OF TRUST RIDER This Deed of Trust is junior and subordinate to and inclusive of that certain Deed of Trust dated 12/30/02 under King County Rec No 20030106002853 executed by Beneficiary herein in the original amount of $ . 138,"750.00 the present , unpaid' balance'. of. which as of the date of this Deed of Trust is approximately $134,633.00. The Beneficiary herein agrees to continue to pay said Deed of Trust from payments received hereunder according to all terms and conditions contained therein. In the event Beneficiary fails to make any payments under said prior Deed of Trust, Grantor herein may give written notice to Beneficiary that unless any such delinquent payments are made within fifteen (15) days, Grantor will make the payments together with any late charge, additional interest,. penalties and costs assessed by the holder of said prior -Deed of Trust. The 15 day period.may be shortened to avoid the exercise of any remedy by said holder. Grantor herein may deduct any amounts so paid plus a late charge of 5.000% of the amount so paid and any attorney's fees and costs incurred by Grantor in connection with the delinquency from payments next becoming due Beneficiary hereunder. In the event Grantor makes such delinquent payments on three occassions, Grantor shall have the right to make all payments due thereafter directly to the holder of said prior Deed of Trust and deduct the then balance owing on such prior Deed of Trust from the then owing balance owing on this Deed of Trust and reduce the monthly payments hereunder by the amount so paid on said prior Deed of Trust as such payments become due. GURDEV SINGI4 MANN Member{ GHR,.LLC GRANTOR) `'! GORUMAN SINGH Member = GHR, LLC ACCEPTED AND APPROVED SY BENEFICIARY: (BENEFICIARY) KANWALJIT SINGH KOCHHAR (BENEFICIARY) 20051121002111.007 ALirINCLUSIVE DEED OF TRUST RIDER This Deed of Trust is junior and subordinate to and inclusive of that certain Deed of Trust dated 12/03/01 under. King County Rec No 20011219002893 executed by Beneficiary herein in the original amount of $ 85,000.00 the present.unpaid-`balance'of which as of the date of this Deed of Trust is approximately $ 85,208.00. The Beneficiary herein agrees to continue to pay said Deed of Trust from payments received hereunder according to all terms and conditions contained therein. In the event Beneficiary fails to make any payments under said prior Deed of Trust, Grantor herein may give written notice to Beneficiary that unless any such delinquent payments are made within fifteen (15) days, Grantor will make the payments together with any late charge, additional interest, penalties and 'costs assessed by the holder of said prior Deed of Trust. The 15 day period may be shortened to avoid the exercise of any remedy by said holder. Grantor herein may deduct any amounts so paid plus a late charge of 5.000% of the amount so paid and any attorney's fees and costs incurred by Grantor in connection with the delinquency from payments next becoming due Beneficiary hereunder. In the event Grantor makes such delinquent payments on three occassions, Grantor shall have the right to make all payments due thereafter directly to the holder of said prior Deed of Trust and deduct the then balance owing on such prior Deed of Trust from the then owing balance owing on this Deed of Trust and reduce the monthly payments hereunder by the 'amount so paid on said prior Deed of Trust as such payments become due. lGRAN 1OR — GURD V SIN Member - GHR, (GRANTOR) Member - GHR, LLC S1 GH ACCEPTED AND APPROVED BY BENEFICIARY: (BENEFICIARY) KANWALJIT SINGH KOCHHAR (BENEFICIARY) 20080619000841 CITY OF TUKUIL L 42.00 FAGE001 OF 001 06/19/2008 12:26 KING COUNTY, UA Return Address: City of Tukwi la 6200 Southcenter Boulevard Tukwila, Washington 98188 -2599 STORM AND SURFACE WATER LIEN 20080619000841.001 City of Tukwila Vs. Gurdev S. Mann & K. Sarabjit reputed owner(s). Notice is hereby given that the City of Tukwila has and claims a lien for storm and surface water charges against the following described premises situated in King County, Washington to wit: NAME AND ADDRESS OF OWNER: Gurdev S. Mann & K. Sarabjit 15842 9th Ave SW Burien, WA 98166 AMOUNT: $187.17 PROPERTY TAX PARCEL ACCOUNT NUMBER: #33- 6590 -0765 ADDRESS OF PROPERTY: 5708 S 142nd St LEGAL DESCRIPTION OF PROPERTY: HILLMANS SEATTLE GARDEN TRS City of Tukwila Dated: June 11, 2008 Said lien is claimed for such charges and interest now delinquent, amount to $187.17 and is also claimed for future storm and surface water charges against said premises. By: Robert Noland ntertm in. ce Director H:FINANCE /JoannaIStorm & Surface Water Lien • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: Aukplanaci.tukwila.wa.us- AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at kG\ (city), (state), on 1A2Cre 4 .r , 20 M Print Name (J R D G V Ssf '14 /1-/t ` a /4 LI l Address ( CS Z ? i �� ✓U' 4Q b� Phone Number < L/1 - 3'y 7 / C> Signature On this day personally appeared before me 1,Arco\ V �l to me known to be the individual who executed the foregoing instrument and acknowledged that he /she. signed thHarne as .his/her. voluntary act and deed for the uses and purposes mentioned therein. 16".L-41.. SUBSCR�I�#B�lt?W)DiSt VORN TO BEFORE ME ON THIS DAY OF �l�iPyS - 4464 ,77''',i r. s %O Tit f . V s ; '_ ��i AUB��� N ; 2 �0� NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on P:\Forms\2009 Applications \ShortPlat- JAN09.doc Co 1,019 aev'4t 0- CITY OF TUKWILA Department of Community Development SHORT 6300 Southcenter Boulevard, Tukwila, WA 98188 PLAT Telephone: (206) 431 -3670 FAX (206) 431 -3665 P EC E V ED E -mail: 'tukplan @ci.tukwila.wa.us_ DEC 2 3 2009 (P-SS) COMMUNITY N APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: :7/66 4414 R-Qlivi S File Number: L 0 9- 6 6 3 Application Complete (Date: ( /al o l p) Project File Number: Application Incomplete (Date: ) Other File Numbers: p (2-e SG --02-1 1 NAME OF PROJECT/DEVELOPMENT: 171 --Of 0 �e'(D1 94L,e LLe j A 7 5 IT,Ir LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. '51 / 4r2' i5 7€ 7Z / w ZA/ GdA /6A? LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7-2.4;&- 331 _5-ci'd 6 76..5- 5W syc /¢7 % Z3� A'04-4E- DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: �-� /877 pZ- 4)09 Phone: (42 5-7 604g — .J � FAX: (-0=L7 ) 6'/- Signat P:\Forms\2009 Applications \ShortPlat- JAN09.doc Date: /x/02. 4 20120927900003 KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -063 _57TH AVENUE LINE TABLE TAX LOT NO 3365900770 NORTHWEST CORNER LOT 2. BLOCK 8 1-HILLMAN'S SEATTLE GARDEN TRACTS NORTH N89 '04 • 24 "W HILLMAN'S LINE LOT GARDEN BLOCK TRACTS WIDE SANITARY SEWER LOTS - MIO —� IN FAVOR OF LOTS 1 AND 2- RECORDING NO. ZD# 44 diDda5f 10 WIDE UTILITY EASIDINT FOR PUBLIC UTILITIES PORTION OF SE 1 /4 0 _SW_1 /4, S. 14 T 23N R. 4E _ AREAS 7.700 SO. FT. 6.710 SO. FT. 6.720 SO. FT. TOTAL 21.130 SO. FT. SOUTHEAST CORNER LOT 1. BLOCK 8. • HILLMAN'S SEATTLE GARDEN TRACTS 1 " =30 GRAPHIC SCALE -1 " =30' 30. LEGEND BSBL — BUILDING SETBACK LINE 60 —FOUND 2'BRASS DISC WITH PUNCH MARK IN CONCRETE MON W\MON CASE SOUTH 142ND STREET N89 '04 ' 24' W /429.11 SURVEY 1. S. 144THesTREET 428.66 MEASURE FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE MON IN MON CASE • -FIN CASE. 90 BASIS OF BEARINGS. BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH N1'06'45 "E AS SHOWN IN RECORD OF SURVEY IN BOOK 23 OF SURVEYS, AT PAGE 184, UNDER RECORDING N0. 8005159004, RECORDS OF KING COUNTY, WASHINGTON. FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE ON IN MON CASE .. .01 HARSTAD CONSULTANTS. LAND SURVEYORS 2024 W. LK. SAMMAMISH PWY. NE REDMOND. WA. 98052 (425) 747 -8336. SHORT-PLAT FOR GUROEV S: AND.SARAOJIT K. MANN OWN. BY NZ DATE AUGUST 10, 2012 408 NO. 06049 CHKD. BY . Rau SCALE AC cunWU' SHEET - 7 , BEARING DISTANCE Li N01'04'28 "E 110.00 L2 N01'04•28 "E 110.00 L3 N01'04'28 °E 20.00 r L4 N01'04'28 "E 20.00 L5 N89'04'24 "W 10.00 L6 N89'04'24 "W 10.00 TAX LOT NO 3365900770 NORTHWEST CORNER LOT 2. BLOCK 8 1-HILLMAN'S SEATTLE GARDEN TRACTS NORTH N89 '04 • 24 "W HILLMAN'S LINE LOT GARDEN BLOCK TRACTS _70.00_. 20' 1— BSBL .1 5'f 192.12 51.00. 6 6 61.12 1 14120 1 St �YE. S. I 1 L 0 20• d LOT 11� W I I '20 I 15.5.1. I25, 5 cu 1 20' --- L _ -1_y :� s. 70.00 0 Z;1 BSSL -l5' S'r 1 Q2 O LOT I I 8S8L 15. 61.00 3 I 1 5'I!z I 15' 5.1 15, T1 1 61.06 p \ c } 192.06f E 2 }i N ( 1ti" • WIDE SANITARY SEWER LOTS - MIO —� IN FAVOR OF LOTS 1 AND 2- RECORDING NO. ZD# 44 diDda5f 10 WIDE UTILITY EASIDINT FOR PUBLIC UTILITIES N 89' 04' 24' W 0 o 11) o M M 0 -to • O z 0 -J X LOT 1- LOT 2 LOT 3 rJI_. /rnvc SCALE: 1 inch - 30 . ft.. 11111111111 1 30' 60• PORTION OF SE 1 /4 0 _SW_1 /4, S. 14 T 23N R. 4E _ AREAS 7.700 SO. FT. 6.710 SO. FT. 6.720 SO. FT. TOTAL 21.130 SO. FT. SOUTHEAST CORNER LOT 1. BLOCK 8. • HILLMAN'S SEATTLE GARDEN TRACTS 1 " =30 GRAPHIC SCALE -1 " =30' 30. LEGEND BSBL — BUILDING SETBACK LINE 60 —FOUND 2'BRASS DISC WITH PUNCH MARK IN CONCRETE MON W\MON CASE SOUTH 142ND STREET N89 '04 ' 24' W /429.11 SURVEY 1. S. 144THesTREET 428.66 MEASURE FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE MON IN MON CASE • -FIN CASE. 90 BASIS OF BEARINGS. BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH N1'06'45 "E AS SHOWN IN RECORD OF SURVEY IN BOOK 23 OF SURVEYS, AT PAGE 184, UNDER RECORDING N0. 8005159004, RECORDS OF KING COUNTY, WASHINGTON. FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE ON IN MON CASE .. .01 HARSTAD CONSULTANTS. LAND SURVEYORS 2024 W. LK. SAMMAMISH PWY. NE REDMOND. WA. 98052 (425) 747 -8336. SHORT-PLAT FOR GUROEV S: AND.SARAOJIT K. MANN OWN. BY NZ DATE AUGUST 10, 2012 408 NO. 06049 CHKD. BY . Rau SCALE AC cunWU' SHEET - 7 , Val t 1 VI IVf\2t'IL/'\ KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -063 LEGAL DESCRIPTIONS • P•■ / U S • I'l`V. • CITY OF TUKWILA APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDLYISION COMMI TE AND HEREBY CERTIFIED � THIS _ DAY OF • SOSHSUBDIVISION COMMITTEE EXAMINED AND THIS 214 DAY OF • L.►ryd - Az /.SSSESSOR �� DENY ASSESSOR PARCEL NO. 3365900765 1 o9 0 PORTION OF _EE__1/4 of _2 _1 /4, S 14 T 23N R 4E . ENTIRE PROPERTY LOTS 1 AND 2 IN BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS• AS PER PLAT RECORDED IN VOLUME 11 OF PLATS. PAGE 24, RECORDS OF KING COUNTY AUDITOR SITUATE IN THE COUNTY OF KING COUNTY OF WASHINGTON. LOT i THAT PORTION OF LOTS 1 AND 2;• BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, • PAGE 24; RECORDS OF KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2: THENCE S89'04'24'E ALONG THE NORTH LINE OF SAID LOT 2. A DISTANCE OF 70.00 FEET: THENCE S01'04'28'W. A DISTANCE OF 110.00 FEET TO THE NORTH MARGIN OF SOUTH 142ND STREET: THENCE N89'04'24'W ALONG SAID MARGIN, A DISTANCE OF 70.00 FEET. TO THE EAST MARGIN OF 57TH AVENUE SOUTH: THENCE 1401'04'28 "E ALONG SAID MARGIN. A DISTANCE OF 110.00 FEET TO THE BEGINNING: • - TOGETHER WITH A T15 FOOT WIDE SANITARY SEWER EASEMENT' • RECORDING NO. I2 , _bA2 j* o 5I I UNDER KING COUNTY LOT. 2 THAT PORTION OF LOTS 1 AND 2. BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS. PAAG1 024. 24. RECORDS OF KING COUNTY.. WASHINGTON DESCRIBED AS COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2. THENCE S89'04'24'E ALONG THE NORTH LINE OF SAID LOT 2. A DISTANCE ' OF 70.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING 889'04'24 -E ALONG SAID NORTH LINE. A DISTANCE OF 61.00 FEET: THENCE S01'04'28'W. A DISTANCE OF 110.00 FEET: 'THENCE TO THE. NORTH MARGIN OF SOUTH 142ND STREET :' THENCE N89'04'24'W ALONG SAID MARGIN, A DISTANCE OF 61.00 FEET TO A POINT WHICH IS S01104'28'W FROM THE TRUE POINT OF BEGINNING: THENCE N01•04'28'E. A DISTANCE OF 110.00 FEET TO THE TRUE POINT OF BEGINNING: TOGETHER WITH AN EASEMENT FOR INGRESS. EGRESS AND UTILITIES . CFSzR_2� IN IH°TP.0 1E41 RE'OROEr) t?JER .YI :.3 COU+'TY RECORDING N0. 34i/20A25A00633. TOGETHER WITH AST1p5UFFOOOOTT WIDE pSSAANNITARY SEWFA EASEMENT. RECORDING IN 2e/SQ62JA &A3l UNDER KING COUNTY. • • LOT 3 THAT PORTION OF LOTS 1 AND 2.' BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS. AS PER PLAT RECORDED IN'VOLUME 11 OF PLATS. PAOLLOWGE RECORDS OF KING COUNTY. WASHINGTON DESCRIBED AS COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2. THENCE 889'04'24 "E ALONG THE NORTH LINE OF SAID LOT 2. A DISTANCE. OF 131.00 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING S89'04'24'E ALONG SAIO.NORTH LINE. A DISTANCE. OF 61.12. FEET -TO THE NORTHEAST CORNER OF SAID LOT 2: • THENCE S01'06'13'W. ALONG THE EAST LINE OF SAID LOT 2'AND-SAID LOT 1. A DISTANCE OF 110.00 FEET TO THE NORTH MARGIN OF SOUTH 142ND STREET: THENCE 1189'04'24'W ALONG SAID MARGIN, A DISTANCE OF- 61.06 FEET TO A POINT WHICH IS S01•04'28'W FROM THE TRUE POINT OF BEGINNING THENCE N01'04'28'E..A DISTANCE OF110.00 FEET TO THE TRUE POINT OF BEGINNING TOGETHER WITH AN EASEMENT FOR IIIGRR�ESES.. EGRESS AND UTILITIES RECORDING NO. I 0 ARkvem o N .7z p KING COUNTY TOGETHER WITH A 15 FOOT WIDE SANITARY SEWER EASEMENT DESCRIBED IN INSTRUI4E N_ I D3/U NDER KING COUNTY RECORDING N0. `ac2O mv� . 111 II011 lllQWllUIllI- 20120927900003`. P 1 OFN002 143.00. 09/27/2012 12:54. • - . KING COUNTY, UA _ 201_ AT M IN BOOKA/ OF SIANtPys AT PAGE l;u AT THE REQUEST OF • CITY OyUK4EA2•3( SHORT SUBDIVISION DECLARATION PLAT KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED- - OWNER(5) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED. DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY- MANNER WITHIN A PERIOD OF 5 YEARS. FROM'DATE OF RECORD.. WITHQpUUT-THE FILING OF A FINAL PLAT. THE- UNDERSIGHNED FURTHER DECLARE THIS SHORT PLAT TO E. THE GRAPHIC REPRESENTATION OF SAID BD SHORT SUIVISION'AND THE SAME IS MADE WITH THE FREE CONSENT AND IN'ACCORDANCE WITH. THE DESIRE. OF THE OWNER(S). IN WITNESS WHEREOF- WE HAVE SET OUR HANDS ACKNOWLEDGEMENT STATE OF WASHINGTON - COUNTY OF KING . • • • •ON THIS DAY OF PERSONALLY APPEARED BEFORE ME GUROEV S. MANN • -AND.SARABJIT K. MANN, HUSBAND'AND WIFE. TO ME KNOWN TO BE THE . INDIVIDUALS WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE /SHE SIGNED THE. SAME AS HIS/HER • • VOLUNTARY ACT AND DEED FOR THE USES ANO PURPOSES THEREIN ' MENTIONED. - - . • - GIVEN,UNDER MY HAND AND OFFICIAL SEAL THIS= / DAY OF. rtitguSt 201 SIGNATURE {az/, NAME OF COMMISSIONED: an;e, We/ 1e TITLE A/Oar(A- MY APPOINTMENT EXPIRES . 05-64?-/L/ - TREE REPLhe@/hsuT A Tor »e. OP ,0? Q'$PNL cs A4sur , reeds SENfRI . Be PL1444ne PRs t T'D Otlaz fly, Paemu r APPeoVAt..) F.tie. Tpa Nis Cy ok 4T2 Amp 1-.r 3. - feEPLAGEMENT Tea-6.S PP 9t Ctry of T�k ,,/!LA As m .specie *PA L.oe/)rhpN • 0S4 Loris ' N O T E S 1. WORK PERFORMED IN CONJUNCTION WITH THIS SHORT PLAT 3. UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. A. LIECA TCR -405 TOTAL STATION MAINTAINED TO 4. MANUFACTURER'S SPECIFICATIONS OF WAC- 332 - 130 -100. B. FIELD TRAVERSE EXCEEDING REQUIREMENTS OF WAC- 332 -130 -090. 5. 2. EASEMENT ON LOTS 2 AND 3 FOR INGRESS. EGRESS AND UTILITIES IN FAVOR OF LOTS 2 AND 3. RECORDING NO.. 2O'2OR Z,ZdazS?2 FUTURE HOMES ON EACH LOT. ARE REQUIRED TO HAVE 'A. FIRE SPRINKLER SYSTEM INSTALLED. - RESIDENTIAL BUILDING PERMIT FOR EACH LOT TO SHOW A FLAT AREA BELOW RESCUE WINDOW FOR FIRE DEPARTMENT GROUND. LADDER PLACEMENT.. FUTURE HOMES ON EACH LOT TO HAVE A STORM WATER DISPERSION TRENCH AS SHOWN ON THE ENGINEERING PLANS FILE L09 -063 ON FILE WITH CITY OF TUKWILA. WA. - SO. 141ST ST. X ID S. SITE w SO S.142N0 ST. 144TH ST: N VICINITY MAP NO SCALE MANAGER Nam Albetg, SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE. BY ME OR UNDER MY OIRECTION, I�N�OCONFORMANCE AWEITH U ERSEOUIPEMEN CITY OF TUKVWILAEON Iif ak. 0-$7 'i 0 7201. 13731 CERTIFICATE NO. HARSTAD CONSULTANTS LAND SURVEYORS 2024 W. LK.. SAMMAMISH PWY. NE 'REDMOND.. WA. 98052 (425Y.747-8336 SHORT PLAT FOR GURDEV S. ANO SARABJIT K. MANN DWN. BY . NZ - CHKD. BY JR 1- DATE AUGUST 10. 2012 JOB NO. 06049 SCALE NONE SHEET 1 OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. APPROVALS: CITY OF TUKWILA APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMITTEE. AND HEREBY CERTIFIED THIS _ DAY OF CHAIRPERSON. SHORT SUBDIVISION COMMITTEE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS - DAY OF ASSESSOR DEPUTY ASSESSOR RECORDING NO. VOL/PAGE PORTION OF _.1._1/4 of _.f2__1 /4, S._14 T. 23E_ R. 4E _ SHORT SUBDIVISION DECLARATION PLAT KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED, DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCN 58,17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF 5 YEARS. FROM DATE OF RECORD. WITHOUT THE FILING OF.A FINAL PLAT. THE UNDERSIGHNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT. • AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS • NAME NAME NAME NAME NAME NAME ACKNOWLEDGEMENTS STATE OF WASHINGTON • COUNTY OF KING SS ON THIS DAY OF 200 BEFORE ME, THE- GREERSIGHNED, A NOTARY IN AND FOR STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN PERSONALLY APPEARED TO ME PERSONALLY KNOW (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE. OF GHR LLC, A WASHINGTON LIMITED LIABILITY COMPANY THE LIMITED LIABILITY COMPANY THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY VOLUNTARY ACT AND DEED OF SAID LIMITED LIABILITY COMPANY FOR THE USES, THE PURPOSES THIERIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPERATE SEAL OF SAID LIMITED LIABILITY COMPANY. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. SIGNATURE: • NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: ACKNOWLEDGEMENTS STATE OF WASHINGTON ) 3 SS COUNTY OF KING, ON THIS DAY OF , BEFORE ME THE- ORDl:RSIGHNED, A NOTARY IN AD FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN PERSONALLY APPEARED TO ME PERSONALLY KNOW (OR PROVEN ON THE BASIS OF. SATISFACTORY EVIDENCE) TO BE THE OF . CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMET AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES. THE PURPOSES THIERIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY, IS THE CORPERATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. SIGNATURE: NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: STATE OF WASHINGTON . SS COUNTY OF KING 1 ; ON THIS` ' DAY OF 2006. BEFORE ME, THE UNDERSIGHNEb, A NOTARY. IN AND FOR THE STATE OF WASHINGTON. DULY QQCO�}}M1MISSIOOgNED AND SWORN PERSONALLY APPEARED OF. SATISFACTORYTEVIDENCE)OTOL61 KWON (OR _ERO,YEN_DN, • OF THE CORPORATION EETHTAHTEEXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND.DEED OF SAID CORPORATION. FOR THE USES, THE PURPOSES THIERIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPERATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN.. SIGNATURE: - NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: NOTES 1. WORK PERFORMED IN CONJUNCTION WITH THIS SHORT PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. A. NIKON TOTAL STATION MAINTAINED TO MANIFACTURE'S SPECIFICATIONS OF • WAC- 332 1301'100. •.':..• B. FIELD_TRAVERSE EXCEEDING REQUIREMENTS OF • MAC- 332 -130 -090. 2. TRACT 'A' IS A JOINT USETRACT:FOR INGRESS. EGRESS AND • UTILITIES I14 FAVOR OF. .,LOTS,.1 :AN0•_2,. • -i: RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF • AT M IN THE REGUE8T OF CITY OF TUKWILA • SUPT. OF RECORDS LAND 8URVEYOR'8 CERTIFICATE PARIP10 D 000p11N. RIEPMREC6 8 ANCBCUERI TH REEOOUIYREMNTO OF THE SURVEY RECOHDI ✓CT AT THE QUEST2OF THE CITY. OF TUKWILA ON d 0. LEGAL DESCRIPTIONS ENTIRE PROPERTY LOTS 1 AND 2 IN BLOCK B OF HILLMAN'S SEATTLE GARDEN TRACTS OAS F PIRBPLCAREC�D IN VOLUME 11 OF PLATS, PAGE 24, RECORDS SITUATE IN THE COUNTY OF KING COUNTY OF WASHINGTON. LOT 1 THAT PORTION OF LOTS 1 AND 2, BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS, A9 PER PLAT RECORDED IN VOLUME 11 OF PLATO. PAGE 24, RE OF KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 8AID LOT 2 THENCE 988'04'24 *E ALONE THE NORTH LINE OF SAID LOT 2,_A OISTANCE OF 70.00 FEET' THENCE 001•04'20'W A DISTANCE OF 110.00 FEET RS TO THE NORTH NAIN OF SOUTH. 14•10 STREET• THENCE NB9•04'24'W ALONG 8AI0 MAR3144. 55 DISTANCE OF 70.00 FEET TO THE EAST MARGIN AA OF 1800.00 FEEETT TO THOSE BEGINNIN ALONG RAID MARGIN LOT 2 THAT PORTION OF LOTS 1 AND 2 BLOCK 8 OF HILLMAN'S SEATTLE GARDEN TRACTS, A8 PER PLAT RECORDED IN VOLU 11 OF PLATS. PAGE '24, 8ECO00 VOLUME 11 OF KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING Ai 711E NORTHWEST CORNER OF SAID LOT , 2, THENCE • OF 70.00 4P117 1OOTHE TRUE POINTEOF 8180RDNINB; 105011EBTANCE CONTINUING S88'04.24'E.ALONB SAID NORTH LIVE A DISTANCE 0.81.00 FEET: THENCE 601.04'28'W. A DI8TAl11E OF 90.00 FEET: THENCE NB9'04.24'44 A DISTANCE OF 10.00 FEET: MINCE 801'04'28'W, A DISTANCE OF 20.00 FEET TO THE NORTH 44*820N OF SOUTH 14210 STREET'7HENCE 4480'04'24'N *1.0110 SAID MARDI A DISTANCE OF 51.0E FEET TO A POINT WHICH 18 801'04'28' FROM THE .OTO TRUE OF BEGINNING; THHENCCEOI011I0044 .28'0, A DISTANCE OF LOT 3 THAT PORTION OF LOTS 1 AND 2 BLOCK B OF HILLMAN'S SEATTLE GARDEN T8ACT9 A9 PER PLAT RECORDED IN VOLUME 11 OF PLATS. PAGE 24, RECORDS OF KING COUNTY. WASHINGTON OEOCRIBED AS COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2. THENCE 889'04'24'E AL0N9 THE NORTH LINE OF BRIO LOT 2, A DISTANCE OF 131.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING B89104'24'E ALONG SAID NORTH LITE.,_ A DISTANCE OF 81.12 FEET TO THE NORTHEAST CORNER OF BAI LOT 2 THENCE 601M8'13'W ALONG THE EAST LINE OF SAID LOT 2 AND 8AID LOT 1. A DISTANCE bF 110.00 P1E7 TO 714E NORTH MARGIN OF SOUTH 14200 8TREET• THENCE N891114'24'W ALONG SAID MARGIN A DISTANCE OF 51.08 FEET: 71ENCE NO1 04 28 E A DISTANCE OF 10.00 FEET' THENCE N89'04'24'8 A DISTANCE OF 10.00 FEET TO A POINT WHICR I8 901'04'28"W FRO1 THE 7805 POINT OF BEGINNING, THENCE N01'04'28'E. A DISTANCE OF 80.00 FEET TO THE TRUE POINT OF BEGINNING. - - a. VICINITY MAP NO SCALE HARSTAD'CONSULTANTS LAND SURVEYORS 2024 W. LK. 9AMNAMISH PWY. NE REDMOND. WA. 96052 i. (425) 747- 8338..- • 13791 • ' CERTIFICATE N0. SHORT PLAT FOR GHR LLC, A WASHINGTON LIMITED LIABILITY COMPANY OWN. BY ' NZ DATE . OCTOBER 4. 2006 JOB 06049 CHKD. BY • JRH SCALE NONE SHEET 1 OF CITY OF TUKWILA . KING COUNTY, WASHINGTON SHORT PLAT FILE NO.. LL 5 0 N 20' 2 0 • LINE TABLE DISTANCE 20,00 TAX LOT NO 3365900770 14057 NEST CORNER L07 2, BLOCK 8 HILLMAN'S 8EATTLE GARDEN TRACTS . NORTH INS 100 8 OLOCK 8 1169'04'24 "W HILL1(AN'8 SEATTLE GARDEN 78ACT9 192.12 �1 _Z(8)40._ n • • 61.00 ' • 61,12 • f0' 1 110' Sr 1 f0' 8 I H-TI ; I . I .$ • I I I. • 1 _. , 1 nTR I LOT :u GW LOT it9 ._. ~ I Igg I 2 , 3 • i W PI I S gI 10' BL . 1f0 L4L25__@9_6__J10'$_ i • 51.00 �L6 �• 51.06 192.06 \ TRACT ".A" TREE. 2 814117 1 142ND STREET-/ 20' 70.00 N 89" 04' 24" W i . it SOUTH FOUND 2'9RA89 DISC. WITH PUNCH NARK IN CONCRETE MON H \44014 CASE N89'04'24 "W S. 144T44TREET RECORDING NO. VOL /PAGE ' SCALE: 1 Inch - 30 IL UI 3o' PORTION OF • --5E,-_1/4 of _11_1 /4, S..14 T 23N R 4E AREAS LOT 1 7,700 S0. FT. LOT 2 6.510 SO. FT. LOT. 3 6.520 SO. FT. TRACT "A"' . 400' SO. FT. TOTAL 21.130 SO.. FT. 00 / ,/ RI • WI 0 " =30' GRAPHIC SCALE. - r 1' -30' 429.11 SURVEY 428.66 MEASURE m W"ON INRMONRCASE C TiTHjr 30 60 .. 90 LEGEND •- SET 1/2" REBAR WITH CAP BSBL - BUILDING SETBACK LINE BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH N1'06'45'E AS SHOWN IN RECORD OF SURVEY IN BOOK 23 OF SURVEYS, AT PAGE I -: ppUMp pp RECORDS OF4KINGDCOUNTY. WASHINGTON005159004, PUNCH MARKR1NSCONCRElETH '. ON IN MON CASE FinOTNED '„AN 212Qi CFET. T( HARSTAD CONSULTANTS: LAND SURVEYORS 2024 W. LK.. SAMMAMISH PWY. NE REDMOND, WA. 98052 (425) 747 -8336 SHORT PLAT FOR GHR LLC, A WASHINGTON LIMITED LIABILITY COMPANY DON. BY NZ DATE OCTOBER 4. 2006 JOB NO. 06049 CHKD. BY JRH SCALE AS SHOWN SHEET . 2 OF 2 w ¢ ( BEARING SHOWN ON THE CENTERLINE'OF 58TH 0I AVENUE SOUTH Ni'06'45 °E AS SHOWN IN 01 RECORD OF SURVEY IN BOOK 23 OF SURVEYS. AT PAGE 184, UNDER RECORDING NO. 8005159004, CU: RECORDS OF KING. COUNTY. WASHINGTON BASIS OF BEARINGS 0 (U▪ ( VERTICAL DATUM CITY OF TUKWILA — NAVD 1988 BENCH MARK BENCH MARK NO. 93V -513 FOUND BRASS PIN IN 2' CONCRETE FILLED PIPE IN MON CASE. TOP OF PIN IS 0.5 FEET BELOW TOP OF MONUMENT CASE AT INTERSECTION OF S. 144TH ST. AND 59TH AVE. S. ELE.174.180 US FEET • w Om.w.e N•6 nm.w.e. . LOCAL BENCH MARK RIM OF SANITARY SEWER MANHOLE 6 FEET* SOUTHEAST. - OF THE INTERSECTION OF 59TH AVENUE S. AND S.142N0 ST. ELE. 119.29 'US FEET II IIIII 1L Ilk Sri *■ 192.06 � ��� n1Oiv i °ii . . m n — �z a iL rW 4 - . n 8904' ', s 9 $1 1 MEASURE �■ Qeroe,�eXeK QSOUTH 142ND STREET N89 °04 ' 24 " W MIND YBRASS DISC 'WITH PUNCH MARK .. M IN CONCRETE-MCA al CRETE MSE .S. 144TT4TREET 428.66 MEASURE •0210) W • (0 W . a 1 g }, bo FOUND 2' BRASS DISC 0 KITH PUNCH NARK 3 2C ,- IN CONCRETE MOH • FOUND 2' BRASS DISC WITH PUNCH NARK IN CONCRETE NON IN MON CASE REV.NO1 DRAWN BY REVISIONS DATE APPROVAL PROPERTY AREA 21,130 SO. - FT. 1 " =20' GRAPHIC SCALE In IM 0 20 40 60 LEGEND • - SET 1/2' REBAR W /CAP UNLESS 'NOTED SSMH - SANITARY SEWER MANHOLE -. 'CO - SANITARY SEWER CLEAN .OUT CB - CATCH BASIN FH - FIRE HYDRANT • WV - WATER VALVE WM - WATER METER TP - TELEPHONE PEDESTAL. FL - FLOW LINE OR GUTTER -LINE- TJB - TELEPHONE - JUNCTION 80X EJB - ELECTRICAL JUNCTION -BOX . TVJB - TELEVISION JUNCTION BOX 0/W LITE - DRIVEWAY LIGHT CH - CHERRY - F - ' P - PINE M - MAPLE .. DEC - DECIDUOUS' LEGAL DESCRIPTION LOTS 1 AND 2. BLOCK 8, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11. -OF PLATS. PAGE . 24. RECORDS OF.KING COUNTY. WASHINGTON, NOTES - 1. WORKED PERFORMED-IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. A. NIKON TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS OF MAC- 332 - 130 -100. 8. •FIELD TRAVERSE EXCEEDING REQUIREMENTS OF MAC- 332 -130 -090 2. THE LEGAL DESCRIPTION WAS TAKEN FROM LAND AMERICA TRANSNATION SUBDIVISION GUARANTEE - ORDER NO. 20248055 DATED JULY 19, 2006. 3: THE SITE IS SHOWN AS SURVEYED ON JULY 15.2006 4. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT THE GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITIES SHOWN HEREON MAY HAVE BEEN TAKEN FROM THE PUBLIC RECORDS AND ARE APPROXIMATE ONLY. HARSTAD CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF PUBLIC RECORDS. SE1 /4- SW1 /4 SECTION 14,TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. HARSTAD CONSULTANTS CIVIL. ENGINEERS • LAND SURVEYORS 2024 11. Lake Semmemish Pay. NE• Re0aonO. WA. 88052 (425) 747 -8338 TEL • (425) 843 -6020 FAX GHR LLC BOUNDRY,TOPOGRAPHY AND .UTILITY SURVEY LOTS 1 AND .2 ` BLOCK 8 HILLMAN'S SEATTLE GARDEN TRACTS ,O w. D men JUNE 2008 e cru AS 69088 eem,0o T HI ammo PV . °gam SE 1/4, SW1/4, SECTION 14, TOWNSHIP 23 NORTH, ' RANGE 4 EAST, W.M. NOTE; OWNERS DEMOLISHED ALL EXISTING ONSITE STRUCTURES.. . UNDER DEMOLITION PERMIT D07 416 (MARCH 2008). • LOT STORMWATER PUMPS-CONTROLS MAYBE DEFERRED UNTIL RESIDENTIAL BUILDING PERMITS. STORM DRAIN FORCE MAIN CATCH BASIN TYPE 0 -48'.' R1U 92.0 LE =88.00 INLET PU P OUT =89.5 CS MP 101.1 NV.97.1 12'M 140.98.9 12'S M/.98.54 BS INSTALL 15' WIDE NEW DRIVEWAY FOR LOT 1 • INSTALL. T WATER METER FOR LOT 1 C.O.T.8 WS-01 STOW DRAIN FORCE HAM CAT2I BASIN TYPE 8-48' Rill .79.00 LE =74.00 INLET • PUMP OUT =75.5 .e ,mo 17.1C£192- • STORM DRAIN FORCE MAIN CATCH BASIN TYPE 11 -4r RW=74.00 LE =70.00 INLET PUMP OUT ■71.5 STORM WATER PUMP ZOLLER PUMP MODEL NUMBER BN140 15 AMP __ ELECTRICAL CIRCUIT WITH CONTROL PANEL (USE 20 AMP BREAKER CIRCUIT) . -4• CONNECT NEW HOMES ROOF DOWNSPOUTS AND YARD DRAINAGE. WHEN CONSTRUCTED, INTO THE LOTS STORMWATER CB TYPE 1448. '', INFILTRATOR OF STORMWATER IS NOT FEASIBLE THROUGHOUT THE SITE DUE TO THE SHALLOW DEPT TO THE IMPENETRABLE WEATHERED ROCK SHED 'LAYERS PER EARTH CONSULTING INCORPORATED GEOTECHNICAL ENGINEERING STUDY DATED SEPTEMBER 2. 2007. - T. L1.1 0 'p t INSTALL: - NEW CATCH BASIN. TYPE -t. RIM = 98.0 INV. INLET = 96.0 r PVC F.M. (14, W & W) - '•39 --84 INV .OUTLET' = 93.012" PVC (E) 97.7 DOSING SOUE SEWER 70.8E USED BY NEW LOT 3 CONNECT NEW 12- PVC 'OAST. C.B. C.O.T. 148 TRENCH TOP 12Q.6 90,116.1 13 N 140.118.2 8 SE 18. 01 7 '.q. 10 FOOT WIDE UTILITY EASEMENT / '1 iVV.3r7 i2'E' $ 129.11 MEASURED � 1e'nw198+8A im.SEKS 722 e' 701 a o TOP 120.2 • 140116.8 B-W 148.118.7 8"SE TOP 1158 1481120 12'E LOCAL 131,854-119.251' 42ND STREET .INSTALL: vv8W12E&W HEWS -01 140.89.5 e'wa 1. ITH /WATER METER FOR 1.073 JOINT DRIVEWAY EASEMENT FOR 1_015 2 AND 3 30x30' EASEMENT LOT -2 TO LOT -3 INSTALL DRIVEWAY C.O.T. SID.. NO RS-8B. INSTALL - 6' PVC SIDE SEWER FOR LOT 2. MIN. SLOPE-2X CONNECT TO E0SI 8' SAN. SEWER LE. = 90.9 EA MAIN 91.4 AT PROP UNE C.O.T. 5148 TRENCH S. 144TH STREET 5 ao 86 LOP 122.1 INSTAU...918.119.3 CNW C.O.T. 8 SS-02 SEWER (TYP) INSTALL L=20' 6' PVC SIDE SEVER FOR LOT 1. MIN. SLOPE =2X CONNECT TO EXIST 8 SAN. SEVER LE. =99.0(MAIN 99.4 AT PROP UNE C.O.T. 9148 TRENCH (TYP) N89114'24 -W FOUND YBRASS DISC WITH PUNCH YARN ' IN CONCRETE NON 'MN1104 CASE CUT -FILL VOLUME' EXCEPT HOME FOUNDATONS • .JOINT USE DRIVEWAY. 50 CUBIC YARDS (IMPORT DRIVEWAY 50 CUBIC YARDS UTILITIES TRENCH _ 100 CUBIC YARDS . IMPORT UTILITIES 50 CUBIC YARDS. • TOTAL FILL = 200 CY . TOTAL CUT =100 CY JOINT USE DRIVEWAY MAY BE COMPLETED \UNDER LOT 2 - LOT3 RESIDENTIAL PERMITS./ • FILL (FROM UTILITY) FILL) CUT 8 "50 CYFILL FILL 428.66 NE. ASURE LOT FOOTPRINTS SHOWN FOR ILLUSTRATION MINIMUM LOWER FLOOR ELEVATION FOR GRAVITY SEWER SERVICES LOT -1 103.0 LOT-2 95.0 LOT-3 .87.0 GARAGE FINISHED FLOORS FOR LOT -2 AND LOT - LOT-2 96.0 - • LOT- 94.0 FINAL GRADING WILL BE BASED ON TYPE OF HOME SELECTED FOR EACH LOT. LEVEL AREA FOR EMERGENCY WINDOW EVACUATION - REQUIRED AT TIME OF RESIDENTIAL BUILDING PERMIT.. , • JONT USE DRIVEWAY FOR LOT -2 AND LOT -3. LOT 2 TO PROVIDE LOT-3 DRIVEWAY.UTIUTY EASEMENT ACROSS THE SOUTHEAST(TRINAGULAR) PORTION OF THE 30X30 JOINT USE DRIVEWAY. 5S 1114 2- BRASS 485C. \T FOUND WIN PUNCH MARK �. IN CONCRETE MOH - N MON CASE - NEW IMPERVIOUS AREA = 4275 SQUARE FEET. ' TOTAL IMPERVIOUS AREA = 5775 SQUARE FEET TOTAL SITE AREA = 21130 SQUARE FEET % IMPERVIOUS SITE = 27.33% DEFER ASPHALT / CONCRETE SURFACE ON JOINT USE DRIVEWAY UNTIL RESIDENTIAL PERMIT ISSUED xi tno �._.. I9R ::Ql O Irma • =t• r sBLAC1( ,.RIVER"`" ■ • Li1�Ati RENTON 23 Nen Tilt 2.a +tl� a!: VICINITY MAP NOT TO SCALE a.m LEGEND, . • . - SET t /2' REBAR W /CAP UNLESS NOTED SSMH - SANITARY SEWER MANHOLE CO - SANITARY SEWER CLEAN OUT • CB - .CATCH BASIN FH -FIRE .HYDRANT WV - WATER VALVE . WM - WATER METER . . TP - TELEPHONE PEDESTAL FL - FLOW UNE OR GUTTER UNE TJB - TELEPHONE JUNCTION BOX EJB - ELECTRICAL JUNCTION BOX .. TVJB - TELEVISION JUNCTION BOX D/W UTE - DRIVEWAY UGHT • CH - CHESTY F - FIR P - PINE• . . M - MAPLE DEC-- DECIDUOUS = BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE CF 58TH AVENUE SOUTH N1106'45•E AS SHOWN IN RECORD OF SURVEY IN BOOK 23 OF SURVEYS, AT PAGE 184, UNDER RECORDING N0. 8005159004. RECORDS OF KING COUNTY, WASHINGTON . • VERTICAL DATUM aTY OF TUKWIA - NAVD -1988 BENCH MARK _ BENCHMARK NO. 93V -513 - FOUND BRASS PIN IN 2 CONCRETE FILLED PIPE IN MON CASE. TOP OF PIN IS 0.5 FEET BELOW TOP OF MONUMENT CASE AT .INTERSECTION OF S. 144TH ST. AND 59114 AVE S. ETE174.1G0 US FEET LOCAL BENCH MARK' RIM OF SANITARY SEVER MANHOLE 6 FEET* SOUTHEAST OF THE INTERSECTION OF 591H AVENUE SAND S.142ND ST. ELL 119.29 US FEET - - LEGAL DESCRIPTION - LOTS 1 AND 2 IN BLOC( 8. HILW/W'S SEATTLE GARDEN ' TRACTS. ACCORDING TO THE PLAT RECORDED N VOWME 11 OF PLATS. • PAGE 24, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SCALE 1= 0 20' • GRAPHIC • SCALE ( 171 FRET) 1 Lech . E0 EL FILE NO. L07 -010- REVISIONS BY 1- Z• . X o W a P. °o < c o = m < ° • o 0 8 0 a 2 =S C W <a W 2; Eo W W C 0 x „ F.: t m m 0 P. • z _ J - 5 V m • =V Z"2 0: �o; Z <zr, x o >0CI cc 03 1 acc a..J a Q DATE 3109109 SCALE 1' ..20 DRAW. RNP 9D1• -1 -OF 3 I I= .11= 11= 11= 11 =11'. II G 0 ©HR LLC 3 -110sT SHE ORT PLAT TEMPORARY ROSIO 4EDI EN E CONTROL PLAN 5708 TUKWILA, WASHINGTON 98188 TAX LOT NO. 338590 -0785 OURDEV SINGH MANN GHR, LLC 15842 9111 AVENUE SW BURIEN, WASHINGTON 98188 TEL: 208 - 341 -3577 RN. PARNELL COMPANY CIVIL ENGINEERS- ENGINEERING MANAGEMENT 4422 187TH PL 98, ISSAOUAH, WA 08027 PHONE (428) 848 -8880 FAX: (425) 541-5005 GENERAL, 1. Al lead one week before beginning osnstnrotion. contact Public Works Ubilties Inspector and schedule a preconsouction meeting. - . 2. Notify the Utilities Inspector at 206-433-0179 at least 48 boos (2 working days) before darting project site work 3. Request a Public Works utility inspection at least 24 hours ( 1 waking day) in advance: by 6015119 205433-0179. 4. The Contractor assumes sole responsibility for wortusr safety, and damage to stnxtund and Improvements resulting trom construction operations. • 5. The Contractor shall have the permit(s) and 6035510510. 618 approved plans, and a current • copy of City of Tukwila Development Guideffnes and Design and Construction Standards available at the job site.' ' 6. All work shall corforrn to these approved drawings. Any changes from the appromd pans require pre-approval from the owner, the engineer. and the City of Tulonla. 7. NI methods and materials shall meet City of Turovtia Devebpmem Giddelines and Design • and Construction Standards, urdess otherwise approved by the Public Works Dream. 8. Contractor shall maintain a curmnt set cd record drawings ensile. 9. Contractor shati provide record drawings p13111 61 project final approval. • • 10. ' Contractor shall provide bare control 8131 50631 maintenance plan for Public Works approval before Impiementation. 11. AD surveying for publIc fealties shall be done wider the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Periffittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. • 12. The Contractor shall replace, or relocate all signs damaged or removed due 10 construction. • • • • GRADING AND EROSION CONTROL NOTES . 1. The erosion prevention and serfiment control (ESC) measures on the approved ; plans are minimum requirements. ' 2. Ardor° beoinnina any construction activities, establish the dealing limits and install construction entrance.. 3. Before any around disturbance occurs all downstream erosion prevention and • • sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures. including alt perimeter controls, shall remain in place until final site construction is completed and pennanent stabilization is established. 5. From May 1 through September 30. provide temporary and pennanent cover measures to protect disturbed areas 5181 1615 remain unwonted 10, 883811 days Or ' tam and permanent cover . _ 6. From measures to protect disturbed areas that will remain unworked for two days or more. • In addition to odver measures, the Contractor shall: . • Protect stodcpiles and steep cut and fill slopes If unworked for more than 12 . hours. • Stodcpie, 00 1450, enough osver materials to cover till disturbed areas. ; 7. By 001011011 9, seed all areas 11181 0411 remain unworked 4011119 5110 wet season ■ (October 1 through April 30). Mulch all seeded areas. ' • UTILITY NOTES • - . . . I. All trench excevatiOn operations shall meet or exceed a applicable shoring laws for trenches. All trench safety systems shall meet WISHA nsquirements. • 2. Place powei, cable, fiber optics. and telephone lines s in 8 trench with a 5' • minimum horizontal separation from other underground udlides. . 3. Adjust all manholes, catch basins. and valves In public rights-of-way or easements ' after asphalt paving. . • . . • . . . . . ' WORK IN RIGHT-OF-WAY • • . I. When activity Is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. 111011 11.0011140 . 2, install bankades, signs, warning lights, and safety devices sufficient to notify, public of obstruction or traffic hazard. •DayiceS must remain untli the obstruction M - deared and the right-of-way is restored. TMC 11.03.17a4 • . 3. • Maintain access to lire stations, fire hydrants. fire eaCePes, and fire fighting • equipment tun 11.58l811 • . • • 4. Maintain access to property adjoining excavatron or site work ' • 5. Preserve and protect all property adjoining excevabon or site work. . 6. Restore disturbance to private and public property. mc i tame . .7. Disturbance of survey monuments and markers requires the Directors ' preapproval. A licensed surveyor shall replace disturbed monuments and markersB. Comply with all state and dty laws and procedures to protect public from air„wder . and noise pollution. 15411 11.10.211 • . 9. Install temporary sidewalk or curb ramp If permanent is blocked. run 11.08.101 • • • 10. Cover open excavation with non-skid steel plates ramped to elevation of contiguous right of way surface. rum 11.56.220 . . • . • 11. Store all stodcpile material shall be stored in a safe manner to protect the public. - • • 1. Compact backlit] to compaction of undisturbed ground or compact backfill to Meet City standards. . . ' • 2: Restore pavement 10 110 original condition immediately following baddilling a when concrete is cured. . di • a. Except for winter or other weather = dons which prevent paving, canasta paving, resurfacing, or fadlity replacement : • • • ..• On prindpal arterial, major or collector street within 3 calendar &Os. . . . • 011 051011 streets within 7 calendar days b: For work prevented due to weather: . . . • Provide a tempontuy patch. . • i . • • . Provide a construction schedule addressing means and methods to . minimize traffic disruption and to complete work as quiddy as possible. . . . STORM DRAINAGE NOTES • • - . • • . • „ • 1. All methods and materials shall meet City of Tukwila C0V601,1113fd Guidegnes arvi Design and Construction Standards, and the current King Counly Surface Water • Design Manual, unless otherwise approved. .. • 2. Mark all storm drain inlets wIth 'Dump No Waste and either 'Drains to Streams. 'Drains to Wetlands', or 'Drains to Groundwater, as applicable. 3. DTIVETEVEy CUIvertS shall be Of sufficient length to provide a minknurn 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled '• .and sectio ns that match the side slope. . . 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. Coordinate final stub-out locations with the Utilities inspector. Provide a wire or other detection device and mark stub-out location witha 54001 2"x4' stake.nuried. 4-1eet and labeled 'storm' or 'drain'. . • _. 1. All methods and materials shall meet City of Twit-vale Development Guidsfines and Design and Consauction Standards, unless otherwise approved. 2. The Contractor shall mark the end of the side sewer, inside the property line, with a4 • foot pressure treated 2 x 4, buried 11 510 ground 4 feet The buried end shall have a 2 x 4 deat natied to it to prevent withdrawal 01 156 stake. The exposed hoot shall .be painted traffic yellow 804 510 depth to 610 1440 sewer or tee shall be indicated In • black paint 3. Install sanitary sewer lines at least 10 feet horizontslly, measured edge to edge, from any existing or proposed water supply 804 81 least 1806005 below the bottom of a • water line. • „_•• • WATER SUPPLY NOTES ..1. The Contractor 51181 185135 corporate stops, water 5011111103 (111011, and meters. The . • City of Tukwila 0411 451011 the meters. • 2: Pressure 1031 88 water mains and appurtenances. ' • 3. Flush and disinfect new, deaned. or repaired water mains. 4. Install restrained joints 81 011 bends, tees, and other direction changes. 5. 'Al water mains shall have 8 blow-oft assembly at low point and an air vacuum relief • valve at high p0111 01 main. 6. - Install fire hydrant assembly so It stands plumb and so that the lowest outlet 10 81 18' above the finished grade. The assembly shall have a dear zone around hydrant of at least 36' and the pumper port shall face 551001 011 fire access. 7. The installer of a fire line badcflow prevention device thstalled outside the building • and underground, shall have a Level III certificate of competency or a level U contractor's 6014110361 01 competency. 11 156 installer is different from the backflow • prevention designer, the installer must stamp: sign, and date the pans, in addition .61 510 designer's stamp, signature. and date. • 8. Install 1001011 004115 crossing sewer lines so that the bottom of the water main 11a1 • 10851 18 inches above the top 01 510 sewer. Locate full section of water pipe so that • itemidpoint is above the sewer pipe 81 556 crossing. This Installation may require special structural support for the water and sewer pipe. . . 9. Install water supply lines at least 10 fed horizontally, Measured edge to edge, from . any existing or proposed sewer and at least 18 inches above the top of a sewer. . - - - • GEOTECHNICAL NOTE • • 1, roffeet AL ji: Islekr U.., Pf-- the . •architect/structural engineer, 103101680 510 geotechnical 1100011 111104 • Mu./ SMom &rt. , prepared by _p_agfli_datedp•Tho7TS and dated /i . I understand he nspon's recommendabons. I explained to he Owner rs Tdue to slides and I Incorporated the recommendations into the . design I established measures to reduce potential risk of injury or damage that night • be caused by any earth movement predicted in the report 111111Zatcrade-Igt Signatu I414 Date • • ORMWTER IS NOT FESIBLE THROUGHOUT THE VIE INFILTRATION OF S A A • DUE TO 111E SHALLOW DEPT TO THE IMPENETRABLE WEATHERED ROCK LAYERS PER EARTH CONSULTING INCORPORATED GEOTECHNICAL ENGINEERING STUDY DATED SEPTEMBER 2,2007. • 1. ILATERIALS AND INSTALLATION CHAPTER I OF THESE STANDARDS 2. DECOMMISSION SEPTIC TANK PER OWNER I OF THESE STANDARDS MO NINO COUNTY NEALTM OSPARIIIENT. 3. WATER AND SEWER LIME SEPARATION 101011201.18113, r WATER AND SEWER UNE1 CROSS. SERER MALL BE *7 61555 1r BELOW INE WATER Ile City of Tukwila VIM /1•113[01 SANITARY SIDE SEWER CLP-0.1.01.17 SS. 0.03 EPE.E. 0.8160108 • City of Tukwila SANITARY SIDE SEWER RESIDEIMAL men 31.02 OILED 1 NOVVI. 0.63401.108 mow No Ern Dope No coma ORM 11102.60.1 • T1•17■.4 Ig5110123. • 1. OBS ALTERNATE SIOLLD BE DEED 01.T AMER FROTINO CL03011.101 OF CRIVEWATIL D RAINAGE TOPOGRAPMT. CRIVEVEVI GRADES. ROM OP WAY. ETC. 2. CONCRETE MALL BE CUSS B COI BETTER TRAM IS.52 BACK =Pa 3. INSPEC71011 REQUIRED SUCRE RAMO CONCPETE AT LEAST 2.■ MOOR NOT10E 307 0, GIVEN TO WM. PUBLC WORKS DEPARTMENT. E. /141 DRIVEWAY APRONS SNAIL BE A MINIMUM OP r TRICK 5. WNERE DRIVEWAY MINS COXED x EWERS./ JOINT SMALL BE PLACED LONOTTUDINALLT PLOW IRE CIENTERUNE IL ALL WORK SMAU. BE PERFORMED IN AccoRwace WIN AM/N.400T PLANS AM SPECIFICATION3 OR AS DIRECTED ST TIE CM OP TUKWILA. . 7. AN AMY/7 ..13011 NAT BE USED PI AREAS MERE NO 0.1111 DOM. B . REMOVAL OF COSMO CONOIEIE CORA OUTTO1 OR SIDEVIALN SMALL BE SAW CUT TO DE City of • • Tukwila RESIDENTIAL DRIVEWAY ALTEPALETE 2 OP 3 • Went RMS. wvw• 06.03 5.10151.1011 Meat PRAM aelloaeme 01.1rt Les ma man 8.00117111Marlsor • mos, InIm111111.••••• OW. YISLI■19.0.11100. . Iceman IIMMISOZ.M........111.1.01 =1.10.01nen./0■110....“•11441,1 63:10110n MACIRDISIV.C.Ir - 1. 1.10.10L133 IN MEER: ADJUSTMENT SECTOR MALL NAVE 3' NNE NO CLEARANCE STEM TE. 18 56101 ILASOI MALL KAvE mac CLEAPNICE NO STEPS ARE REWIRED PREN V 13 06 1.560 REFER TO OSICC AND Dt.11 FOR ETERS AND lACOERS. 2. PRECAST BASES SMALL NAVE CUTOUTS OR 10030KOLITE WTI A WALL TOMOS OF 2. DK MOLE SIZE SMELL BE EQUAL TO PIPE CUTER DIAMETER PLUS CATO, BASIN WKL • 11000.110.3. 12180334103 SaiDIr POP ar CATC0111.51H .12. FOR Se WEN BASK • 41. FOR EV CATCH BASK 8331318 4011111318 BETWEEN MCEES IS r. .3. ALL 13.BLE REDIFORONO STEE1.11MALL BE PLACED IN 11.1E TOP MAP OF TME BASE. 11081. E. 11E BOTTON OP THE PRECAST CAME BASIN NAV BE ROUNDED. FRAME AND GRATE NAT BE INSTALLED WTI RANEE CONN OR CAST WO RISER. ▪ LOCATE STEPS LACOERS AMY FROM CPEXP103 NO CENTERED OVER TE N.M.. REFER TO 0103 FOR VANED GRATE APO CATCH BA= DEASIDINGS. City of Tukwila p1P OR r PARR, MT: 1 • 1. COEPLI1133 NUELLER.110 )(ANGLE 3700 EAU 1- 1. OR 3M. CORP FICP - BALI. • . 1 - TAIPECE NOM MOLE RCN PPE TREAD ESE0i 1. PO NE1ER BOXES SIDEWALKS P..1) DIEVEWATS IINIERE POSSIBLE. - Z. USE CLEAN EIS 100E1 CRUSHED ROO( TO SACKFUL AROUND CORP STOP AND SERVXD 2...RE10R TO OPPTER 7 OF HESE 5•110180. City of Tukwila Not secs. METER De OR,' • Ma= W.01 ....E. IL SHELTON 0130, 7160 0.4 CONC.) DIST01011111•ZTA01. =WM • P33101.043.NAwsff 0108103 11810 . (MCP. QV, PVC) ••••••0••■•■•01[01.3.11.101Mit•ONSCIA. • Davacno vogues mom. mann Empapt: • VIII:OTOSLa .1•0711.0.01, •■■■•••Neer..0 OlUVINIM VICS. • fra • • won •■• • SINEUVROIER11110•3 • 1. IN PAVED AREAS AND RIONTSOP.WAT. EACKFILL PRTN CRUSIIED ROO, TCP . • COUPS& COMPACTED PI DAXIDLO10. LPTIL TOO *DOOMED PROCTOR 103 *3154 1.1557. EN UNPAVED mins BACICIRLI WTTM NATIVE NADEUELS OR GRAM AND COMPACT IN . 31.013084 12. LIFTS TO PM PER MTN 1.1157. 3. NvnvE11503311 MATERIAL AT UNPAVED AREAS /ROLL NOT NAVE PAROCLE MEE . 108 15441l r#OSUIFWISC PIPE CCM. A. CCGODCT PIPE or CRUSIIED ROO( BEDDING TO P313 MODRED PROCTOR PER AS. • 1.1111A0 MOND 01 RABIC BEFORE WINO COVTROLLED DENSITY 10± 16011 .1.101.411 City of • Tukwila TREHCII •610.1.0 .177111.••80.1iffin 1161173•8.7•211 ow. . 133-1411 • Emma dv 01.03 0. 8.8001108 commas. Project Manager Robert N. Parnell, PE (425) 643-3580 Design Engineer Robert N. Parnell, PE (425) 843-3560 Owner GliR LLC Gurdev S. Mann (206) 341-3577 Owner 08401 LLC Guntnam S. !Coddler (208) 248-0470 Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE-CALL (1-800-424-5555) for utility locations. REVIIII0N13 BY ad 31- s 0 2 ea e g g 0 < .3145. e rl) m a. I' 0I z a. 0410 1/09109.:. SCALE 1.4.10. • awry RNp .al 3 OF 3 CIF SHEETS RF-7.C7n.'77.7) • ,JAN 21 2i31.9 • 2-?Ma c. ` , •