The URL can be used to link to this page

Home My WebLink AboutPermit L07-010 - PARNELL ROBERT PE - GHR SHORT PLATGHR LLC SHORT PLAT Short Plat 5708 S 142 ST L07-010 October 16, 2009 Mr. Robert N. Parnell, PE 4422 187` Place SE Issaquah, WA 98027 Subject: GHR Short Plat LAND DIVISION LAND DEVELOPMENT L07 -010 Dear Mr. Parnell: Sincerely, aimie Reavis Assistant Planner cc. L07 -010 41 City of Tukwila Department of Community Development Jack Pace, Director NOTICE OF SHORT PLAT EXPIRATION Jim Haggerton, Mayor 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. 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 June 17, 2008 Dear Mr. Parnell: incerely cc. File (L07 -010) City if Department of Community Development Mr. Robert N. Parnell, PE 4422 187 Place SE Issaquah, WA 98027 RE: L07 -010 GHR LLC Short Plat Extension Request 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 June 20, 2009. 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. Ja k Pace, Director C mmunity Development JR Page l of l H: \Short Plats \GHR LLC\L07 -010 GHR LLC extension Ietter.doc Jim Haggerton, Mayor 06/13/2008 3:24 PM h3nn Cnllthrontor Rnl,lovori Cnito 441/1/1 • T..L.a :ln rd/ R:« s « no1o0 - nt ____ 'rat w -• Ps^ _ Jack Pace, Director RNP June 11, 2008 • RECEIVED JUN 1 t DE�p ITY Jack Pace, Chairman Tukwila Short Subdivision Committee 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 Subject: Request for Time Extension - Mann Short Plat L07 -010 Preliminary Approval - 5708 S. 142nd Street, Tukwila, WA Dear Mr. Pace: We request a one year time extension on the preliminary approved Short Plat number L07 -010 to record the plat. The Notice of Decision for this Short Plat preliminary approval was dated June 20, 2007. Preliminary approval conditions have been worked on and many of them completed. The existing home has been demolished and will not be shown on the survey map. A geotechnical report for onsite infiltration was completed and field information analysis resulted in not recommending individual onsite storm water drainage infiltration system for each lot. Engineering construction plans towards final plat approval are being worked on and should be submitted to the city within several weeks. The requested one year extension would allow sufficient time to complete and submit the engineering construction plans for approval leading to plat construction and final city approval and subsequent recording. Please call me at (425) 643 -3560 if you desire additional information. Sincerely, ,A!' Robert N. Parnell, PE •.N. PARNELL COMPANY 4422 187th Place S.E. • Issaquah, WA 98027.425/643 -3560 • FAX 425/641 -5095 CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT June 20, 2007 Robert Parnell 4422 187 P1 SE Issaquah WA 98027 Dear Mr. Parnell, City of Tukwila RE: Short Plat L07 -010. 5708 S 142nd Street, Tukwila WA. PRELIMINARY APPROVAL CONDITIONS 1. Demolish the existing house and do not show it on the survey map. MD Page 1 of 5 Q: \Short Plat\L07- 010 -GHR short plat - Preliminary approval.doc NOTICE OF DECISION 06/13/2007 6:13:00 PM Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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. 2. 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 3. Utilities and undergrounding of power shall be constructed/installed as part of the building permit for each lot. The extension of sewer and water lines to the lots shall be approved by the appropriate utility district and conform to the Civil Plans prepared by R.N. Parnell Company received by the city on February 14, 2007. A Street Use Permit 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. 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. 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. 9. 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 Q:\Short Plat\L07- 010 -GHR short plat - Preliminary approval.doc 06/13/2007 6:13:00 PM 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 APPEALS 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 Q:\Short Plat\L07- 010 -GHR short plat- Preliminary approval.doc 06/13/2007 6:13:00 PM 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. Jack Pace Chair, Short Subdivision Committee Enclosure Survey map cc: Jim Morrow, Public Wor Nick Olivas, Fire Chief , Owner ector L07-010 MD Page 4 of 5 Q:\Short Plat\L07- 010 -GHR short plat - Preliminary approval.doc (please initial your approval) e initial your approval) 06/13/2007 6:13:00 PM King County Assessor, Accounting Division L07-010 MD Page 5 of 5 Q:\Short Plat\L07- 010 -GHR short plat- Preliminary approval.doc 06/13/2007 6:13:00 PM February 13, 2007 City of Tukwila Permit Center Dept. of Community Development 6300 Southecenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Mann Short Plat Application Submittal 5708 S. 142nd Street, Tukwila, WA Dear Staff: RECEIVED FE3 ? ;1 COMMUNITY DEVELOPMENT R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT We are submitting a short plat application to divide a 0.48 acre parcel into three lots within the LDR zone. The existing home would be removed. A preapplication meeting, file PRE06 -021, was held on May 10, 2006. We understand that water and sanitary sewer services will be provided by the city of Tukwila utilities. Frontage improvements and additional ROW would not be required. 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. Sincerely, Robert N. Parnell, PE 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 STATE OF WASHINGTON E. F = tt p ,JS ssioiv F < _ /f OTAR y 4 ��^ 0 : 'UBOC ; ' 2 \ � ,OF WAs i lil RECEIVED CITY OF TUKWILA FEB 1 4 2)O1 Department of Community Development Y 6300 Southcenter Boulevard, Tukwila, WA 98188 DEVE Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukalan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY 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. The City shall, at its discretion , cancel the application without refund of fees; if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. 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�(..�(��" t t-+- ity), (state) on (,Li c f - 3 G«vfl .c;t1d'h H4 41 r 1 (Print Name) j, 2 �� c r u.r• JN✓ -- cigra (Address eV 3 9 k M (Phone Number) isi 1 (Signature) TARY PUBLIC in and for the State q Washington residing at . 7 — /./t /C /it 1 / /tit My Commission expires on 9 — Q ` V U On this day personally appeared before me ( ckk-cI e ✓ S • roc{ kt tome known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. H SUBSCRIBED AND SWORN TO BEFORE ME ON THIS _ 5 DAY OF ( CAI (i.2r 20 () 6 THIRD SUBDIVISION 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 validity, legal effect or priority of any matter shown therein. Transnation Title Insurance Company a corporation herein called the Company, GUARANTEES 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 Schedule A. R,3 LandAmerica Transnation RN Parnell Co. 4422 187th PI. SE Issaquah, WA 98027 REFERENCE NO: GHR LLC /GHR LLC and Mann Order No.: 20248055 ated: February 8, 2007 Transnation Title Insurance Company By Authorized SI n tune Subdivision Guarantee Page 1 of 5 GNT004 Liability: $50,000.00 Charge: $ 350.00 Tax: $ 30.80 Total: $ 380.80 1. Name of Assured: RN Parnell Co. and GHR, LLC, a Washington limited liability company 2. Date of Guarantee: February 8, 2007 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: GHR LLC, a Washington limited liability company c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING, BUT NOT LIMITED TO, EASEMENTS OR EQUITABLE SERVITUDES; OR, (D) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B), (C) OR (D) ARE SHOWN BY THE PUBLIC RECORDS. 2. 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.: 336590 0765 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: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2380 3. MATTERS SET FORTH BY SURVEY: RECORDED: APRIL 07, 2006 RECORDING NO.: 20060407900014 SCHEDULE A $ 79,000.00 $86,000.00 Order No.: 20248055 Subdivision Guarantee Page 2 of 5 G NT0 04 Order No20248055 4. 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 126 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 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: KANWAUIT SINGH KOCHHAR, AN UNMARRIED MAN TRUSTEE: OLD REPUBLIC TITLE BENEFICIARY: SAXON MORTGAGE, INC. ORIGINAL AMOUNT: $138,750.00 DATED: DECEMBER 30, 2002 RECORDED: JANUARY 06, 2003 RECORDING NO.: 20030106002853 INVESTIGATION SHOULD BE MADE TO DETERMINE THE PRESENT BALANCE OWED BY CONTACTING THE APPROPRIATE LENDER/AGENCY /INDIVIDUAL ASSIGNMENT OF THE DEED OF TRUST: ASSIGNEE: DEUTSCHE BANK TRUST COMPANY AMERICA, AS CUSTODIAN RECORDED: JANUARY 22, 2003 RECORDING NO.: 20030122000874 Subdivision Guarantee Page 3 of 5 G NT0 04 6. 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. 142 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) NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: NOTE 3: TJS /RLI /kcl Enclosures: Sketch A SINGLE FAMILY RESIDENCE KNOWN AS: 5708 S 142ND ST. TUKWILA, WA 98168 NOTE 2: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT !' A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOTS 1 & 2 BLK 8 HILLMAN'S SEATTLE GARDEN TRACTS WHEN SENDING DOCUMENTS FOR RECORDING, PLEASE SEND VIA TDS (TITLE DELIVERY SERVICE) IN THE YELLOW RECORDING ENVELOPES WHENEVER POSSIBLE. IF THEY MUST RECORD THE SAME DAY, PLEASE CONTACT THE TITLE UNIT FOR SPECIAL DELIVERY REQUIREMENTS. IF THEY MAY BE RELEASED WITHIN 48 HOURS, THEY SHOULD BE SENT TO THE FOLLOWING ADDRESS: TRANSNATION TITLE INSURANCE COMPANY 1501 - 4TH AVENUE, SUITE 308 SEATTLE, WA 98101 ATTN: RECORDING DEPT. Order No20248055 Subdivision Guarantee Page 4 of 5 GNT004 EXHIBIT "A" Order No.: 20248055 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, lens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of eny taxng authority that levies taxes or assessments on real properly; or. (2) Proceedings by a public agency which may result in taxes or assessments. or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented miring claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title 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, fens. encumbrances, adverse claims or other matters effecting the title to any property beyond the Ines of the lend expressly described in the description set forth in Schedule (A), (C) or in Pert 2 of this Guaentee, 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 arty structure or improvements, many tights err easements therein, unless such properly, rights or easements are expressly and specifically set bah in said description. (b) Deleds, lens, encumbrances, adverse claims or other fishers, whether or not shown by the public records; (1) Mich are created, suffered, assumed or agreed to by one or ogre of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the i veidity or potential invafdiy of any Juiota or nor-judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The vailiy, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STPULATIONS 1. Definition 4fTorms. The following terms when used in he Guarantee mean: (a) the Assured: the party or parties named as the Assured in Iris Guarantee, or an a supplemental railing executed by the Company. (b) lend: tie lend described or referred to in Schedule (Al (C) or in Part 2, and Improvements affixed thereto which by law constitute real property. The term lend' does not include any property beyond the ices of the area described or referred to in Schedule (A), (C) or in Part 2. nor any right, title, interest, estate or easement in abuing streets, roads, avenues, Mays. lanes, ways or waterways. (c) "mortgage': mortgage, deed of trust, trust deed. or other security instrument. (d) "pubic records': records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for yobs and without knowledge. (e) "dale': the offectie dale. 2. Notice of Claim to be Given by Assured Claimant. An Assured stall notify the Company promptly in writing in case lmowledge shell cane to an Assured hereunder of arty 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 fable by virtue of uis Guarantee. If prompt notice shall not be given to to Company, then all Nobility of the Company shad fermiate with regard to the matter or matters for witch prompt notice is required; presided, however, that failure to notify the Company stag in no case prejudice the rights of any Assured under this Guarantee unless the Company shy be prejudced by the failure and then only to the Went of the prejudice. 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, nobsdhstardn gg the nature of arty allegation in such action or proceeding. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has mo duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shell have the right at is sole option and cost, to institute and prosecute any scion or proceeding. interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to estabish the title to the estate or interest as slated herein, or to estabish he lien rights of the Assured, or to present or reduce loss or damage to the Assured. The Company may lake any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder. and shall not thereby concede tiebzty or waive any provision of this Guarantee. If the Company shell exercise its rights under his paragraph, it shat do so dfgerfy. If the Company elects to exercise its optics as staled in Paragraph 4(e) the Company shat 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 shell not be table for and wiII not pay the fees of any other counsel, nor will the Company pay any lees, costs or expenses incurred by an Assured in the defense of those causes of action which 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 to 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, et the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defendng the action or lawful act which in the opinion (b) (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 lumish the required cooperation, the Company's obigations to the Assured under the Guarantee shell terminate. 6. Proof of Loss or Damage. In addition to and oner 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 sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts 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. It the Company is prejudiced by the failure of 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 loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in wilting, for any authorized representative of the Company to examine, inspect end copy at 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 canidenial by the Assured provided to the Company pursuant to this Section shed not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the edndrisbaion of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant pernw.sion to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shell terminate any lability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under his Guarantee, the Company shall have the blowing additional options: To Pay or Tender Paymert of the Amount of Liability or to Purchase the Indebtedness. The Company stall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured wiiin the coverage of Ills Guarantee, or to pay the full amount of his Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or e lenholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said fen for the amount owing thereon, together with arty costs, reasonable attorneys' fees and expenses inured by the Assured claimed which were authorized by the Company up to the time of purchase. Such purchase, payment or lender of payment of the full amount of the Guarantee shall terminate all fabilty of the Company hereunder. In he 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 I he exercise by tie Company of the option provided for in Paragraph (a) the Company's obtgation to the Assured under his Guarantee for the claimed loss or damage, other than to mare the payment required in that paragraph, shall terminate, including any °Median to continue the defense or prosecution of any itigation for which he Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company br cahcelation. (b) To Pay or Otherwise Settle With Parties Other Then Vie Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under Its Guarantee, together with any costs, attorneys' lees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is °bigoted to pay. Upon the exercise by the Company of the option presided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee to the claimed loss or damage, other than to metre the payment required in that paragraph shell terminate, inducing any abigeion to centime the defense or prosecution of any itigation for witch to Company has exercised its 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 claimant who has suffered loss or damage by reason of realms upon the assurances set forth in his Guarantee and oily to the extent herein described. and subject to the Exclusions From Coverage of This Guarantee. The lability of the Company under Ills Guarantee to the Assured shell not exceed the least of (a) the amount of lability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of en Assured mortgagee, as limited or provided wider Section S of these Condtions 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 defect, lien or encumbrance assured against by this Guarantee 8. Limitation of Liability. If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures 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. (a) (al 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 lability 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 staled herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarity assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' lees and expenses pursuant to Paragraph 4 shall reduce the amount of liability 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 lability end the extent of loss or damage has been defiritely fixed in accordance 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 shell vest in the Company unaffected by any act of the Assured claimant The Company shall be stbrogated to and be entitled to at rights and remedies which the Assured would have had against any person or property in respect to the deim had this Guarantee not been issued. ff requested by the Company, the Assured shell transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shelf 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 gigaton involving these rights or remeries. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogeted to al rights and remedies of the Assured after the Assured shell have recovered its principal, kdarest, and costs of collection. 12. ArbtratIon. Unless prohibited by applicable hew, 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 united to. any controversy or satin between the Company and the Assured arising out of or relating to this Guaranee, any service of the Company in comedton web its issuance or the breech of a Guarantee provision or other obligation M arbitrable mates When the Amount of Liabiity is $1. 000,000 or less shall be arbitrated at the option of either tie Company or the Assured. At ablrable matters when the amount of letitty is in excess of $1, 000.000 shal be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be tinning upon the parties. The award may include attorneys' fees only if the laws of tie state in which the land is located permits a court to award attorneys' fees to a prevaiing party. Judgment upon the award rendered by the Arbilretar(s) may be entered in any cart having jurisdction thereof. The law of the silts of the lend shat 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 Thai Guarantee Guarantee Entire Contract (a) This Guarantee together with ell endorsements, it any, attached hereto by the Company is the entire Guarantee and centred between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shell be construed as a whole' (b) Any claim of loss or danlmage, whether or not based on negligence, or any action asserting such claim, shell be restricted to his Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by e veiling endorsed hereon or attached hereto signed by either the President, a Yce President, to Secretary, on Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in wiling required to be furnished the Company steel indude the number of this Guarantee and shall be addressed to: Consumer Affairs Department. P.O. Box 27567, Rfcfehend. Yrgira 23261 -7567. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) GURDEV SINGH MAIM /GURUNAM SINGH 15842 94th AVE SW BURIEN WA 98166 FILE NO: 4051101 ccmpa.ny 11 20051121002110 OLD REPUBLIC T V PAOE001 OF $02 KINO E2170466 COMMONWEALTH LAND TITLE INSURANCE COMPANY PHILADELPHIA ,108.80 f4 ,000.88 STATUTORY WARRANTY DEED THE GRANTOR . KANWALJIT. SINGH . KQCBHAR ,.,an..W1RntrCi.@S7ndividtlai PALIESO1 OF WI RE: 5708 S 142nd ST, TUKWILA WA 98168 & 918 W MEEKER ST., KENT WA 98032 Grantor(s): KOCHHAR, Kanwaljit Singh • Grantee(s): Cam. LLC Legal Description: a g Pa a. +e t el A; Lts 1 & 2, Ek MUM'S MUM'S MUM'S ud r l 8, 'S SEfit LE ( I : Feel B; Pac a az uce7TITg1V 22 N 6 & 242294 - 9104 -08 for and in consideration of .TZ l.. and. NO /.100...AQf S...(SJ,Q.QQ)...i1 other good and iYY pdrcc Mj & r to GER, LLC, a Washington . limited liability the Following described real estate, situated in the County of K7£1G State of Washington: LEGAL DESCRIPTION attached hereto as "EXHIBIT A" and incorporated herein by this reference thereto. SUBJECT TO: Agreements, Conditions, Co Easements, Reservations and Restrictions appearing of ptablic 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 I(Q1(Ey BER 16, 2005 KANWALJIT SINGH KOCHHAR (2) OLD' REPUBLIC TITLE LTD. ('1'"' State of Washinnggtton County of ....KIP)gr 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 •.rp• boned i n th 1 trument. Dated: ./_/.7. . - .e /�. � Jt (Seal or Scare), >,'? V {',: _s _ ..,GARX P S(2IUETZ 1 VS L'y Public 41: • : p ' 0n ' i (Title), : • ., t { : .. .. -- : 45 04 07 20051121002110.001 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 fine 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. B0711 SITUATE In the County of King, State of Washington tc) HE4►P. 20051121002110.002 KANWALJIT SINGH KnCHHAR 5708 S 142nd ST TIJKWTLA WA 98168 FILE NO. 4051101 GARY P. SCHUBTZ'- Attorney 1900 SOUTH 'PUGET DR, STE 208 RENTON, WA . 98055 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, Kanwaal�ji Singh S 1 t o Sty Z4; p 71I� R ,F$,Eit, HELM'S WILE GEM Tom: Parcel B: Pot Assessor's Tax Parcel LD, No. 336590- 0765 -09 & 242204 - 9104 - THIS DEED OF TRUST, made this „[ „A , Washirgton limited liability company GRANTOR whose address is 16TH day of NOVEMBER 15842 94th AVE SW, BURIEN WA 98166 whose address is 5708 S 142nd ST TUKWILA WA 98168 Pate! of 4 ill' I 20051121002111 OLD REPUBLIC J t DT 38.80 PROPOS OF 00 K COUNTTY, WA 20051121002111.001 2005 between GARY P. SCHUETZ - Attorney at Law, address is 1900 SOUTH PUGET DR, STE208, RENTON, NA 98055,' and jggitt►j„7j;T §ThIGH KO AR, an unmarried individual. BENEFICIARY, TRUSTEE, whose 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 sums hereby secured becoming imediately due and payable at the option of the Beneficiary. See "ALL— INCLUSIVE DEED OF TRUST RIDER" (2) attached hereto and incorporated herein by this reference thereto. � OLD REPUBLIC T11i.E LTD. Cr) ` t . 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 FDUR.HUNDR>;R..T.0 1 'HOIJSAND & N /Mars ($ 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 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 lire 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 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 At 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 shalt 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 tide purchaser and encumbrancers 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 Ibis Deed of Trust to be foreclosed as a mortgage. O il Page 2 of 4 2005112100211'x002 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, R. 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 ccured hereby, whether or not named as :encficiary herein. for "w GHR, LLC l GHR, LLC State of Washington County of ...KING State of Washington County of Kific3 •.. (Seal or Stamp) Page 3 of 4 Ay: G(IRUNAM SINGH, Member I certify that I know or have satisfactory evidence that a%l2DEV SINGH MANN and GURUNAM SINGH (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: (Signature) (Seal or Stamp) • t;ARY P t SCBUETZ, Notary Public My appointment expires (Title) 05 -04 -07 I certify that I know or have satisfactory evidence that and O SII�GH MANN and • QIRLII>fAM_ SINGH (Name of Person) is the person whoa appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath stated that (halshe) was authorized to execute the instrument and acknowledged it as the Managing Members (Type of authority, e.g., officer, trustee. etc.) CUR, 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 Dated: // d pu.4 Y P Z (' . Public • .. � ,1 +.otol t� f f . My appointment expires (Tllle) i,5 0 4 / 07. 20051121002111.003 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 ether 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: 4 REQUEST FOR FULL RECONVEYANCE Do nor record. To be used only when nose has been paid. Page 4 of 4 20051121002111.004 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, HILLMANS 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 IGng, State of Washington LL- INCLUSIVE D® OF TRUST RID This Deed of Trust is junior and subordinate to and inclusive of that certain Deed of Trust dated 12/30/02 under.King County Rep No 20030106002853 executed by Beneficiary herein in the original amount of $' 138, 950.00 the present , unpaid - :3balance. 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 accessions, 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. Member = GEM, LLC ACCE ED AND APPROVED BY BENEFICIARY: (BENEFICIARY) KANWALJIT SINGH KCCHHAR (BENEFICIARY) 20051121uut1il.uuo 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 'coats 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 accessions, 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. ACCEPTED AND APPROVED BY BENEFICIARY: ms's_ (BENEFICIARY) - KANWALJIT SINGH KOCHHAR (BENEFICIARY) ALL-INCLUSIVE DEED OF TRUST RIDER 20051121002111.007 (P:Joanna/Comments 1 L07 -010 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: May 30, 2007 PROJECT: 3 -Lot Short Plat 5708 S 142 St. REVIEW #: 1 PERMIT NO: L07 -010 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Prior to final plat approval, applicant shall apply for traffic concurrency certificate (application attached). The application fee is $300. 2) Applicant shall obtain sanitary side sewer permits for Valley View Sewer District to install sewer stubs to individual future lots. Applicable fees shall be paid to Valley View Sewer District at the time of construction. 3) 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. 4) Applicant shall submit easement legal description/maintenance agreement or separate tract legal description (metes and bounds) with maintenance agreement for joint driveway area, as a separate 8 1/2 x 11 document with a 1" margin all the way around. Please reevaluate the existing topo, flat area in the immediate vicinity of the existing driveway might be more suitable for joint access. 5) Geotechnical information/perc tests that future homes can have individual infiltration systems or a joint storm drainage system shall be constructed. Site Address: Tenant Name: Property Owners Name: Mailing Address: Name: Mailing Address: E-Mail_Address• Type of work: ❑ New Type of Proposed Use: Signature: Print Name: Mailing Address: CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http : //www.ci. tkwila. wa. us SITE LOCATION Type of Existing Use: Is existing building vacant? TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print" CONTACT PERSON - Who do we contact when your concurrency certificate is ready to be issued Scope of Work (please provide detailed information): ❑ Addition ❑ Change of use Permit No. Project No. (For office use only) King Co. Assessor's Tax No.: City Size of Existing Use: For how long? Day Telephone: City Fax Number. ❑ Remodel Size of Proposed Use: Date: Day Telephone: City Suite Number: State Zip State Zip ❑ Tenant Improvement PERMIT APPLICATION NOTES - Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners' of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: State Zip I Date Application Accepted: Date Application Expires: Staff Initials: i Project: C H"r_- ss ,, p ice„ Address: . 5 0 .' l t2k' st- / /ct &, t- A 1S /6j' ate transmitted: 4'Cs - c-�'�. , / ' Z c, Response requested by: 1 111�� Z 7, 2a) Staff coordinator: ! l / ""` `�' 't t " �� j Date response received: TO: P J S rPiL eu1 5k0 I Plan check date: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM Building Planning : Public Works std Comments prepared by: File Number 1-el 0 Fire Dept. Police Dept. Parks /Rec 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.) - r \o c S \ 1 - t `( vim ► C ?ceN:\gt d ns q (LSS Vat, S v-c \,r. C�A� .1 \,n Cn Sl Update date: Project: Cj H.g-- , tuz,,,t p Li— Address: . 5 7 08 S l 42 J 5,/' %u/u.e a_ 'A `t' /6 j'' Date ( 4 transmitted: t+, / 3/ 4,q) '7 Response , requested by: )1 1 4,04 7 7 2 � 7 Staff coordinator: / �7 ti u - 1 f « «C Date response received: TO: Building City of Tukwila Department of Community Development File Number L,O.. _c it) LAND USE PERMIT ROUTING FORM Planning Public Works Fire Dept. Police Dept.:__ Parks /Rec 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.) (041 Q.u) ')/io oilar-Hzeiaeecd-142,14(‘2, Plan check date: ,_. Comments prepared by: Update date: TECHNICAL INFORMATION REPORT WITH LEVEL 1 OFF SITE ANALYSIS THREE LOT SHORT PLAT CITY OF TUKWILA, WA GHR LLC TAX LOT # 3365900765 5708 S. 142 STREET TUKWILA, WA 98168 PREPARED FOR: GURDEV SINGH MANN 15842 9 AVE. SW BURIEN, WA 98166 (206) 941 -3577 SUBMITTED TO: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 431 -3670 BY: ROBERT N. PARNELL, P.E. RN PARNELL COMPANY 4422 187 PL. SE ISSAQUAH, WASHINGTON 98027 425/ 643 -3560 FEBRUARY 13, 2007 RECEIVED FEB 1 4:�1 COMMNITY DEVELO VirtfOL e I t ?m7 FIGURE A SITE PLAN APPENDIX: Impervious Area Calculations GHR LLC THREE LOT SHORT PLAT TABLE OF CONTENTS DESCRIPTION 1. PROJECT OVERVIEW 2. CONDITIONS AND REQUIREMENTS SUMMARY 3. OFFSITE ANALYSIS 4. FLOW CONTROL AND WATER QUALITY ANALYSIS 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6. SPECIAL REPORTS AND STUDIES 7. OTHER PERMITS 8. ESC ANALYSIS AND DESIGN 9. BOND QUANTITIES, FACILITY SUMMARIES, DECLARATION OF COVENANTS 5 10. OPERATIONS AND MAINTENANCE MANUAL FIGURES FIGURE 1 TIR DRAINAGE REPORT WORKSHEET FIGURE 2 SITE LOCATION MAP FIGURE 3 DRAINAGE BASIN, SUBBASIN MAP FIGURE4 OFFSITE ANALYSIS DRAINAGE SYSTEM TABLE 1 PAGE 2 2 3 5 1. PROJECT OVERVIEW: GHR LLC THREE LOT SHORT PLAT TECHNICAL INFORMATION REPORT This Drainage Report - Technical Information Report (TIR) is prepared in response to City of Tukwila requirements for a drainage report as part of this three lot short plat permit. Area of the total parcel is 21,130 square feet (0.48 acres). Assessors Tax Lot No. is 3365900765. An existing home and driveway will be removed for the development located at 5708 S. 142 Street, Tukwila, WA 98168. The proposed development being reviewed for drainage is less than 5,000 square feet of new impervious area. These figures were prepared for this drainage report. FIGURE 1. The TIR Drainage Report Worksheet has been completed and is enclosed. FIGURE 2. A Site Location Map is enclosed showing the project location. FIGURE 3. DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS FIGURE 4 OFFSITE ANALYSIS DRAINAGE SYSTEM TABLE 2. CONDITIONS AND REQUIREMENTS SUMMARY: Drainage requirements include meeting the core requirements listed below CORE REQUIREMENTS 1. Discharge at the Natural Location: The attached site plan shows the existing and proposed drainage discharge points for the property. There will be no change to the discharge location(s) or adverse downstream impacts. The parcel is less than 22,000 square feet (21,130 sf),. Topography is generally rolling and is considered sloping for drainage considerations. Soil type is Alderwood Series (AgC) and has hydrologic soil characteristics of °C" which is acceptable for infiltration of roof downspout storm water. 2. Offsite Analysis: The Level 1 Offsite Analysis is provided in Section 3. 3. Flow Control: Flow control for the three new lots is proposed by onsite infiltration of roof downspouts. There is no public stormwter system located downslope of 2 this parcel. Driveway runoff from the residences would sheet flow and be dispersed into grass areas with a minimum of 25 feet length prior to offsite flow. 4. Conveyance System: No formal public stormwater conveyance system exists onsite or downslope for this parcel to gravity flow to. The access driveways are private. 5. Erosion and Sediment Control: A TESCP will be prepared during preparation of final engineering plans. Features include clearing limits, sediment fence, construction entrance, protection of stock piled soil material, mulch exposed surfaces, and a construction sequence. 6. Maintenance and Operation: Private roodf downspout infiltration or dispersion systems will be provided for each lot. 7. Financial and Guarantees and Liability: Bond form information for private drainage facilities will be provided during theengineering design approva. 8. Water Quality: There will be less than 5,000 square feet of new impervious area subject to water quality such as driveways and new roads; therefore, water quality facility is not required, however, BMP's will be provided. 3. OFF-SITE ANALYSIS (LEVEL - 1 DOWNSTREAM /OFFSITE): Proposed developments that will have more than five thousand square feet of new impervious surface area requires offsite analysis. A Level ;1 Offsite Analysis is included in this Technical Information Report. The analysis is a qualitative survey of each downstream drainage system leaving a proposed site. This submittal includes an Off -site Analysis Report that evaluates drainage system problems, if problems exists, such as ponding water, high/low flows, siltation, erosion, etc. for the areas defined as upstream, on -site, and downstream of the proposed site. The report provides qualitative information that the proposed project neither aggravates an existing drainage problem nor creates a new drainage problem considering acceptable engineering practices and the normal maintenance on existing public and private drainage systems. TASK 1: STUDY AREA DEFINITION AND MAPS The existing 0.48 acre parcel is located within the SW %, Section 14, Township 23N, Range 4E, W.M. and is accessed off paved South 142 " Sttreet onto a private driveway and is within the urban limits of City of Tukwila, WA. The 0.48 acre parcel is developed with a single family residence which will be removed for the three lot short plat.. Maps and drainage system data used in this off -site analysis included the following: 3 Figure A : Site Map and shows (lot corner elevations) topography with property lines. Figure 2 is a location map, Thomas Bros., showing site location Figure 3 is a copy of the topographic map showing the drainage boundaries. Figure 4 is the Off -Site Analysis Drainage System Table TASK 2: RESOURCE REVIEW A review of existing and available documents that would contain information regarding existing /potential flooding and erosion problems was undertaken for the study. See the enclosed drainage complaint reports received from King County. The city of Tukwila storm drainage map shows the city stormwater infrastructure . There is no downslope public or private stormwate system to serve this parcel. TASK 3: FIELD INSPECTION The site was physically inspected for the existing on and off site drainage system of the study area for each discharge location. The investigation did not find any evidence of known existing or expected potential drainage problems.The location of existing city stormwater infrastructure was field verified. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM SCREENING No existing problems with flooding or erosion were found. No future major problems were identified when standard construction procedures and site stabilization are followed. TASK 5: MITIGATION No special mitigation is recommended at this time based on known and available information when normal /traditional erosion best management practices (BMP) applicable to the site conditions, as noted, are followed. 4. FLOW CONTROL AND WATER QUALITY ANALYSIS AND DESIGN: The total new impervious area is less than 5000 square feet. Area subject to vehicular use is less than 5,000 square feet. There are no known off site flows to be by- passed. The stormwater generated from impervious roofs downspouts run -off will be handled by on -site disposal by infiltration /dispersion. Run off from the private driveways would sheet flow into vegetation for dispersion /infiltration. The drainage intent is to infiltrate impervious areas as much as possible and disperse driveway surfaces. 4 5. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN : Formal public conveyance system will not be needed. Roof downspouts will be tight lined to onsite infiltration /dispersion systems and flows would naturally infiltrate into the Alderwood soils. 6. SPECIAL REPORTS AND STUDIES: Special reports or studies known for this project include this Technical Information Report TIR, and the site topographic map. A SEPA checklist is not required for this three lot short plat. No sensitive areas of streams, wetlands, or slopes over 40% were found on site. 7. OTHER PERMITS: There are no known approvals, besides the City of Tukwila permits. Water and snitary sewer service will be provided by the city of Tukwila. 8. EROSION/SEDIMENTATION CONTROL (ESC) ANALYSIS AND DESIGN: Temporary Erosion Sedimentation Control Plans (TESCP) will be required and will be shown for the existing home removal, construction of the driveways, and installtion of the roof downspout infiltrtion system. All cut-fill slopes will have erosion protection including vegetation and grass. 9. BOND QUANTITIES WORKSHEET. RETENTION DETENTION FACILITY SUMMARY SHEET AND SKETCH. AND DECLARATION OF COVENANT: Bond quantity worksheets will be provided during final enginering design. 10. MAINTENANCE AND OPERATION MANUAL: No special maintenance items were determined to be needed. The general provisions covered in the Maintenance Requirements for Private Maintained Drainage Facilities, for conveyance systems, infiltration, roof downspouts systems, etc. would be adequate. 5 King County Water and land Resources Division - Drahlage Services Section complaint Search Printed : 02/13/2007 11:26:32 AM *mbar Type Type of Problem Address of Problem Comments Thos Pape Complaint Type Code Type of Problem Address of Problem Comments 1994 -0257 C PONDING 11818 DES MOINES WAY S BROKEN WATER LINE 625G4 i. :.t ; _ • X12 t i ' 3 I ii c t , 1 isaimmorm- OUP sr) • Gi te L. rt�> t kgri • 3 • • 068) 1357, 1'8' 1 King County Department of Development and. Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project O Address /54'2 9 AVE 5 2 c/4. , Phone /Z04.I 9 w 1-5 P ect Engineer i Rffe r N. ,_ _ , 4 Company PM 1 /t e-o Address/Phone 4747G e 3 -. 5 o Ira Tf.P: APPL ETO - 3 tors Grading Commercial Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Location Township r M Range - E Section • 14- „I/0z/ Part 4• ..OTHER•REVIEWS=AND PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain Other COE Wetlands Shoreline Management Rockery Structural Vaults ITE1 OMMUNITTAND DRAINAGE' BASIN Community 7Y ac Drainage Basin I e_ Part:6. SITE :C HARACTERISTICS River 1 1.1 Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes Floodplain Wetlands Seeps/Springs High Groundwater Table Groundwater Recharge Other Part 7 . SOILS Soil Type Slopes Erosion Potential Erosive Velcoties A-1C f s Additional Sheets Attached rfC REFERENCE LIMFPATIONS LIMITATION/SITE CONSTRAINT I�Go l� 2t�t D Oc.��7S Ire �!3 (� C F4CJ I Ti 4� , Slave Sr r 8y -(71eouti r , Ch. 4 — Downstream Analysis Additional Sheets Attached MINIMUM ESC REQUIREMENTS . DURING CONSTRUCTION Sedimentation Facilities • X Stabilized Construction Entrance K Perimeter Runoff Control Clearing and Graing Restrictions '\ Cover Practices )C Construction Sequence Other • Other MINIMUM ESC REQUIREMENTS • AFTER CONSTRUCTION .. I IIII�` K Stabilize Exposed Surface M I p� Remove and Restore Temporary ESC Facilities I ry, Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Part 10 SURFACE WATER SYSTEM Grass Lined Channel Pipe System Open Channel Dry Pond • Wet Pond Tank Vault Energy Dissapator Wetland Stream Infiltration repression Flow Dispersal) aiver Regional Detention Method of Analysis Compensation /Mitigati on of Eliminated Site Storage Brief Description of System Operation PAP OS'S.' f�9,veE frx. ?.tom CPS r7- 1 f� Act L7 - C1 - 7 o N — Del(' Eet.204F of Slo - re.# - 8enn7 Facility Related Site Limitations Reference Facility Limitation RUGTURAL ANALYSIS-. Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Part.13 SLGNATURE OF PROFESSIONAL ENGINEER Part 12: EASEMENTS/TRACT Drainage Easement Access Easement Native Growth Protection Easement Tract Other I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. 3 King County • . •: :.r : ; i1' !i ��, ;j� j �� I Ij.ndlr pli' II;:!li�' I li { p �l !I'�' it ;i eger d1' : ,r I, :.r.:. r Sal ctnd.t'armte I " I' !ji'j i, lJt►ine�orper ted ICC•Zoning: •• • • I: Cflunty soundary�` ii • 11,..11 I , , • X h9otrnlaIn P e ks : •I:1i; . Ili.l j' _r+'ag�c r� m„ oaf* ssae e Contours: {100f ii ht� ^i: • , r ' 1 fi 0 r- • • I figh+lvey • • f• Forest Praidudinti District Boundaiy 1 • Agricultural Production I Boundary jig l tb Gtt Areablifa • Incorpo Area : Streets akturay • lvleiss r' • • • Lakes and Large Rivers Strea Tribal Lands Parcels Parks GHR LLC DOWNSLOPE DRAINAGE M ilintrak ilk 2S Rutat one 0Upar5ares i ! •: RA E . iterai Asaa, uY rnl per 9 251,- _• ..• �' . Viti10 nuraiA¢e cret taa5res: . i 114•- ui n [swerve; ere DU pets aztt • Rt.' wed at:anouperaae 1;64 i `C Oil peons R. ®• rttsideii .8 Oil o� eels R a A�:den:s. a:XI w eve R -12 Rode -H a. 12 xr x•c R 1a d•_-r a. 1a J x -- a -c R 2= Revdemzi. J oc-. ac-c R Re...-ra.&7 DJ; :¢ -c vc3 Yet rrxKxl irr:c �3 Gu7r urn:. 3.r.vom. • Re- Rajama 0ftr 2002 Color Aerial Photos Shaded Relief '� /E 3 http: / /www5. metrokc.gov /servlet/com. esri. esrimap.Esrimap? ServiceName= overview &Clie... 2/13/2007 S mbol .. .. r i ::r. >.:r: v•.::.,:.�a..) ...:;:;: Da na e::.:....:: >:..y•: �■'1 C am oaent "... tl • ..... . ........ .... x n ... ....... ..... •.. .. .... . .,. }..:':.:: :'iwam .on..n:t~.. :.. »:rr.,Qk;�fn :::: t n. >... ::•..,. }.r, {.Y��. }'a.::: :: {{{':..�.t'<C..� .## �......... ..: }: ,,:� r r ... .. . .. r.:. , :....r .. .,4..x,.., ... •.... .. r. ^ v .. •.. :. . mh . ......... : ...r : ... ......L. .. v .. .... ...........:..�.......::..,... .. fi. .n..:}C. ... ..:. .4.... ... .. , o e..: ..� . p.:::::..! ,r.. ,.:r:.: r..• :. •..:........ .,.. eta 8:•:..y <;.C�(st at: �y i.. ':...r..�a yyy, :: } >::.., � .� . ... + ,,...x4,•. ... .. , . �.r, .,..:/'� jj yI.... .... ...:� MI I�i�.a.1..� • . ..} �.. '.<,:.. {;��i bi :� .,..., }..,,E�t'� .. ...�: 4, A::C . 2... � . .. ; 4v :.. •;.,... ...::• :••: 4k..n v,K':. .. :. .,. .. , } .. •.v. <.. {.: .vi*''' ' ;:: :':: .�r iii ��... C. ... ..... •: h }.:Y.?Y: +: , }:.i: ... 6....Y.. A`::v; •........ ..W. r .. •:• :•;;:':'::::};••}}$:: �:{.}:' beer.. n f. :... :vat�a s b 1404:1000000r s r.C r viawer ' or resident .t�..u � , . i$} ;�.v .. .. }............. i::: v{t: C•;{•: i:}: :•::::n:.::.:: :v::i:ii:.:i:v: ?; ::.:' ......... ...... .:..:......: .... -,::. ee.ma .•�- ��y�..y��i��, r. , .. .. . .. ... .1. .1. 11 . /N!1 .On1M7... :..at ea -:c .. I ,,,.: r m/. ha±�rlei / . a ' A {• >.:. nd alza.. tam • {, ., :.:. ......te � ...r . .. surtacearea.. : ::: .< .., .. ., . , .r..{ „:1CV 4„ r}.. }.�h�'..:401:0:. : ,:.::.• nv . .; . , . h ., .. .. .!,.. : .. •r{: ,..•r•.,.r ... .:., ,.., v : •k. :;, ... :, +.::...: :?� ..�1►t ....or.1.r�tl�r .:..•....•...96,.r....� . r : a 'kval s.. '#�: Iva.. re a .: � .. ...... ........./..... ...,......+.,.::::::,::..•.:< :::::.�• ..:.; >: } >:::. ; :. ,. .}}.•. � „ti,• {.•::: ::., :•: :< {: :.,r;. '<:: :r�<•k. {<: •.�.,.. }:.�. ,.....::.. {«:.} ::.:..::: ::.:: ......................... , . .. k # •+. /.... .....;,, r.... ... :: :..: }x +.v,, .},.. {r : w:. ;: >'�/4 X..::• > :} :. m.... � 3�...... : ><.k} , <:: , ... :...rr ::••:, :•::;• }••: <:..:r: }..y: <:. {..:•.:.,:•: •::...: ��{ � . � � �1,d {{�� 1�,y�,p :, ..: ... ::.1t1 0.1 ,+.. .. ..1... 'M!. ..... .�iQKOn41 ':1�04d� :Qi` �4f1 .p?r.►p '�'hs�t' ..�r�. :m � e3stnl�toY1••�d ... hi ' . Im rt ntetlai <ancf3io •bthel> " tbsloir.....:.. .•:; [tad a h. ......... a:< a:• Y.:+:•: ex:>:::::< �;:::; i:.; fi;: i:`:: i;:» i:::::::;:::::: ^:iii:::.iliii_I .: ':111?tlt� hood;Qf acea'.likell ( e rY. 1 rr; ctlow: 'at t�rtilial.lin gcte. � ,. p �X� .p9.. p :... S l - 1 r 7 F Vle - 74077on) O,b o -- Nom IC 1407” pl-tolti.f__ t•Goz l) i rel 7 € ZO $'4 7 (- .#4 i 45'Z a v � , F6- 7`* -ex /'/f-1F;eys444U7 S Ad 47 ■ le e( u 7 tc- T 5Q1 1Z0 • OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Subbasin Name: Subbasin Number: L1Table.doc 11/2/91 -4 7 / 2 'V route /k1 ilco -,� — Lv k tc2 'hoar c; 1 5 0, 03 tioe evt ©t1S - rA LTG Cam -iS 16-et ( - 76.-,c) p�c.i 1 /CA 7- 2 5 i o) NoAAi1.tre__ 5-vg rh-,'T lir J3 /w (I /2) w xY-0 P Z�v is a 4 S o 52;K5 2 S c 1q - ) 2-c9v 2o° ZS° L07 ( 5 t� M 3oxt.t Z-c90 zoo /J �� S G✓ --4 Y :Q ( 5 o _s Z S z) 1 (0.50. Std' ��n5v Ste' /AA_ fP alt to qs. la o t s4o 1--llv5 t2 - S r 1`li. -- l S Sac I IEXA -s 7' 5 1 S DATE NEW DRIVEWAY 16' WIDTH OUSTING FIRE HYDRANT Fit BY 0 tar. .t n'e pN.S .e.a M'e i.Y W LEGAL DESCRIPTION LOTS 1 AND 2. BLOCK S. HILLMAN'S SEATTLE GARDEN T OF PLATS. ACCORDING RECORDS PLAT KING COUNTY. VOLUME PROPERTY AREA 21, 130 SO. FT. BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH N1'06'45'E AS SHOWN IN RECORD P IN OF PAGE 184, UNDERRECORDINGNO. 800515 AT 9004, RECORDS OF KING COUNTY, WASHINGTON ` a;i1S:'Jt a _� 4 l I � a:� m , CHKD gal ue "' BENCH MARK RIM 119.29 FEET r n �� 1D IID I - FOUND 2'BRASS DISC WITH PUNCH UNCRETE NON CASE IMPERVIOUS AREAS IMPERVIOUS AREA- EXISTING IMPERVIOUS AREA- PROPOSED NET NEW IMPERVIOUS AREA (BASED ON 1200 SF NEW HOME FOOT PRINT) REVISION N89'04' 24 "W APPR - ES 1 " =20 GRAPHIC SCALE EMI 0 20 40 60 QSOUTH 142ND STREET S . 144TH" TREET '1508 SF (0.035 ACRES) 5200 SF (0.119 ACRES) 3894 SF (0.084 ACRES) Drawn by Checked by. Apprommd b11 Sede SE1 /4 SW1 /4 SECTION 14. TOWNSHIP 23 NORTH. RANGE 4 EAST. N 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.iB0 US FEET LOCAL BENCH MARK RIM OF SANITARY SEWER MANHOLE 6 FEETt SOUTHEAST OF THE INTERSECTION OF 59TH AVENUE S. AND S.142ND ST. ELE. 119.29 US FEET VERTICAL DATUM CITY OF TUKWILA — NAVD 1988 U1 0 9 MEASURE 428.66 JOINT USE DRIVEWAY 100 C.Y. NEW DRIVEWAY LOT -1 50 C.Y. INFILTRATION TRENCHES 100 C.Y. UTILITY TRENCHES 50 C.Y. EOM CUT -FILL, CUT -FILL QUANTITIES (EXCEPT HOUSE FOUNDATIONS) LESS THAN 500 CUBIC YARDS (C.Y.) LEGEND R.N. PARNELL COMPANY CIVIL ENGINEERS — ENGINEERING MANAGEMENT 4422 187TH PL SE ISSAQUAH. WASHINGTON 98027 TEL (425) 843 -3560 • - SET 1/2' REBAR M /CAP UNLESS NOTED SSMH - SANITARY SEVER MANHOLE CO - SANITARY SEWER CLEAN OUT CB CATCH BASIN FH - FIRE HYDRANT WV - WATER VALVE NM - WATER METER TP - TELEPHONE PEDESTAL FL - FLOW LINE OR GUTTER LINE TJB - TELEPHONE JUNCTION BOX EJS - ELECTRICAL JUNCTION BOX TVJB - TELEVISION JUNCTION BOX. DA LITE - DRIVEWAY LIGHT CH - CHERRY. F - FIR P - PINE M - MAPLE DEC - DECIDUOUS MEASURE FOUR) 9L BRASS DISC M TH ARN N� N NON N IN GURDEV SINGH MANN GHR LLC 16842 9TH AVE. SW BURIEN, WA 98166 (206) 941-3577 ROOF DOWNSPOUT INFILTRATION SYSTEM GHR LLC 3 LOT SHORT PLAT 6708 S. 142ND STREET,TUKWWI, WA 98188 SITE PLAN TAX LOT 0 338590 0765 SHEET OF Soil Texture Close N.S. D.A.) prod FOR of Trench per 1000 tt' of Roof . Sea Tee Lord Feet of Trench PR 1000 h' of Roof . La dawa 1. Cara tends or Cobbles 16 Z.. 20 2. Medium sand 25 30 3. Rne sand, loamy tend 80'1 75 4. Sandy loam 100 • 125 5. Loam 150 190 DATE NEW DRIVEWAY 16' WIDTH OUSTING FIRE HYDRANT Fit BY 0 tar. .t n'e pN.S .e.a M'e i.Y W LEGAL DESCRIPTION LOTS 1 AND 2. BLOCK S. HILLMAN'S SEATTLE GARDEN T OF PLATS. ACCORDING RECORDS PLAT KING COUNTY. VOLUME PROPERTY AREA 21, 130 SO. FT. BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH N1'06'45'E AS SHOWN IN RECORD P IN OF PAGE 184, UNDERRECORDINGNO. 800515 AT 9004, RECORDS OF KING COUNTY, WASHINGTON ` a;i1S:'Jt a _� 4 l I � a:� m , CHKD gal ue "' BENCH MARK RIM 119.29 FEET r n �� 1D IID I - FOUND 2'BRASS DISC WITH PUNCH UNCRETE NON CASE IMPERVIOUS AREAS IMPERVIOUS AREA- EXISTING IMPERVIOUS AREA- PROPOSED NET NEW IMPERVIOUS AREA (BASED ON 1200 SF NEW HOME FOOT PRINT) REVISION N89'04' 24 "W APPR - ES 1 " =20 GRAPHIC SCALE EMI 0 20 40 60 QSOUTH 142ND STREET S . 144TH" TREET '1508 SF (0.035 ACRES) 5200 SF (0.119 ACRES) 3894 SF (0.084 ACRES) Drawn by Checked by. Apprommd b11 Sede SE1 /4 SW1 /4 SECTION 14. TOWNSHIP 23 NORTH. RANGE 4 EAST. N 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.iB0 US FEET LOCAL BENCH MARK RIM OF SANITARY SEWER MANHOLE 6 FEETt SOUTHEAST OF THE INTERSECTION OF 59TH AVENUE S. AND S.142ND ST. ELE. 119.29 US FEET VERTICAL DATUM CITY OF TUKWILA — NAVD 1988 U1 0 9 MEASURE 428.66 JOINT USE DRIVEWAY 100 C.Y. NEW DRIVEWAY LOT -1 50 C.Y. INFILTRATION TRENCHES 100 C.Y. UTILITY TRENCHES 50 C.Y. EOM CUT -FILL, CUT -FILL QUANTITIES (EXCEPT HOUSE FOUNDATIONS) LESS THAN 500 CUBIC YARDS (C.Y.) LEGEND R.N. PARNELL COMPANY CIVIL ENGINEERS — ENGINEERING MANAGEMENT 4422 187TH PL SE ISSAQUAH. WASHINGTON 98027 TEL (425) 843 -3560 • - SET 1/2' REBAR M /CAP UNLESS NOTED SSMH - SANITARY SEVER MANHOLE CO - SANITARY SEWER CLEAN OUT CB CATCH BASIN FH - FIRE HYDRANT WV - WATER VALVE NM - WATER METER TP - TELEPHONE PEDESTAL FL - FLOW LINE OR GUTTER LINE TJB - TELEPHONE JUNCTION BOX EJS - ELECTRICAL JUNCTION BOX TVJB - TELEVISION JUNCTION BOX. DA LITE - DRIVEWAY LIGHT CH - CHERRY. F - FIR P - PINE M - MAPLE DEC - DECIDUOUS MEASURE FOUR) 9L BRASS DISC M TH ARN N� N NON N IN GURDEV SINGH MANN GHR LLC 16842 9TH AVE. SW BURIEN, WA 98166 (206) 941-3577 ROOF DOWNSPOUT INFILTRATION SYSTEM GHR LLC 3 LOT SHORT PLAT 6708 S. 142ND STREET,TUKWWI, WA 98188 SITE PLAN TAX LOT 0 338590 0765 SHEET OF March 13, 2007 Robert Parnell 4422 187 PI SE Issaquah WA 98027 Re: Notice of complete application for Short Plat application. File numbers L07- 010. Dear Mr. Parnell: The Department of Community Development received your application to short plat one lot into three lots. Based on the review of your submittal your application is deemed complete. Your application has been routed to the department of Public Works, the Fire Department and the Building Department for their code related review. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If after review of your application by all departments, any additional information is required we will contact you. If you have any questions, feel free to call me at 206 -431 -3685. Sincerely, t AA,c 4 _ Minnie Dhaliwal Senior Planner City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 GHR LLC THREE LOT SHORT PLAT CRITERIA FOR PRELIMINARY APPROVAL OF SHORT PLATS (TMC 17.12.020.C) (APPROVAL OF LOT PATTERNS, ACCESS, AND INFRASTRUCTURE SCHEMATIC DESIGN.) 1. THE PROPOSED SHORT PLAT IS IN CONFORMANCE WITH THE TUKWILA COMPREHENSIVE PLAN AND ANY OTHER SUCH ADOPTED PLANS. The comprehensive plan shows the area as single family residential and zoning is LDR (low density residential. 2. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR WATER, STORM DRAINAGE, EROSION CONTROL AND SANITARY SEWER DISPOSAL FOR THE SHORT PLAT, WHICH ARE CONSISTENT WITH CURRENT STANDARDS AND PLANS. Water service, domestic and fire flow, would be provided by the city of Tukwila utilities: Sanitary sewer service would be provided by the , city of Tukwila utilities. Erosion control during construction would follow city code and include temporary erosion control . ' measures. Permanent erosion . control would be part of the permanent :: ' •. landscape installed such as grass, trees, and hardscape. Storm drainage would include sediment control during construction and roof downspouts infiltration on each lot for new homes. 3. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR ROAD, UTILITIES 'AND OTHER IMPROVEMENTS, WHICH, ARE CONSISTENT WITH CURRENT STANDARDS AND; PLANS. : The; three lot short plat does not require frontage improvements or other; road . improvements as both S. 142nd • Street and 57 Ave: are adequate to support the lots traffic needs. Curb, gutter, and sidewalks currently exist along South 142nd Street and 57th Ave. South.. ' Utilities of water, sewer, storm drainage would be .!;! provided by the city. Utilities such as natural gas, telephone, cable, waste, etc. would be provided by the private local purveyor such as PSE, Qwest, Waste Management, Comcast etc. • 4. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR DEDICATION, EASEMENTS, AND RESERVATIONS. The short plat recording document shows the required dedications and reservations. No new easements are expected at this time for the three lot development. RECEIVED x031 ��1 5. THE DESIGN, SHAPE, AND ORIENTATION OF THE PROPOSED LOTS ARE APPROPRIATE TO THE PROPOSED USE FOR WHICH THE LOTS ARE INTENDED AND ARE COMPATIBLE WITH THE AREA IN WHICH THEY ARE LOCATED. The rectangular shape of the lots are consistent with the rectangular shape of lots in the area. Lot width is a minimum of 50 feet width with average width of over 60 feet wide. Minimum lot area is 6510 square feet 6. APPROPRIATE PROVISIONS FOR THE MAINTENANCE OF COMMONLY OWNED PRIVATE FACILITIES HAVE BEEN MADE. The joint use driveway between lot 2 and lot 3 to be used by lots 2 and 3 will be by a joint use maintenance agreement as will be shown on the face of the short plat recording document 7. THE SHORT PLAT COMPLIES WITH THE RELEVANT REQUIREMENTS OF THE TUKWILA ZONING ORDINANCES AND OTHER RELEVANT LOCAL REGULATIONS. The short plat complies with the zoning ordinance for LDR zoned development with the three lot short plat development such as minimum lot width, building setbacks, and known fire code and health code as to fire flow requirements/building sprinklers and sanitary sewer service. ,Hars Consultants 2024, Wst,Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1 -425- 747 -8336 Monday, October 02, 2006 4:36:48 AM GHR LLC SHORT PLAT PROJECT: C: \Tmodel \GH06049a.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:SHORT PLAT BOUNDARY Point Number Description Sta Northing Easting Elevation Bearing Distance 304 N01 ° 04'28 "E 309 S89 ° 04'24 "E 311 S01 ° 06'13 "W 308 N89 ° 04'24 "W 304 • Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Area Area 110.00 ft 192.12 ft 110.00 ft 192.06 ft 0 +00.00 176940.352 1646896.077 1 +10.00 177050.333 1646898.139 3 +02.12 177047.226 1647090.234 4 +12.12 176937.246 1647088.115 6 +04.18 176940.353 = 0.00009 = 0.00401 = S88 ° 39'27 "W = 0.00401 • = 604.18 (604.18) = 1/150766 Error of closure in latitude = 1/6434466 Error of closure in departure = 1/150807 = 21130.05 SQ FT = 0.49 ACRES 1646896.081 .Harstad Consultants 2024 West.Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1- 425 -747 -8336 Monday, October 02, 2006 4:38:27 AM GHR LLC SHORT PLAT PROJECT: C: \Tmodel \GH06049a.prc CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:LOT 1 Point Number Description Sta Northing Easting Elevation Bearing Distance 304 N01 ° 04'28 "E 309 S89 ° 04'24 "E 350 S01 ° 04'28 "W 349 N89 ° 04'24 "W 304 110.00 ft 70.00 ft 110.00 ft Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure 70.00 ft 3 +60.01 0.00000 0.00000 = N90 ° 00'00 "W = 0.00000 360.00 (360.01) 1/999999 1/999999 = 1/999999 Area = 7700.39 SQ FT Area = 0.18 ACRES 0 +00.00 176940.352 1646896.077 1 +10.00 177050.333 1646898.139 1 +80.00 177049.201 1646968.130 2+90.00 176939.220 1646966.067 176940.352 1646896.077 0.0 Harstad Consultants 2024 West Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1- 425 - 747 -8336 Monday, October 02, 2006 4:40:03 AM GHR LLC SHORT PLAT CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:LOT 2 Point Number Description Bearing Distance Area. Area 349 N01 ° 04'28 "E 350 S89 ° 04'24 "E 351 S01 °04'28 "W 352 N89 °04'24 "W 353 S01 °04'28 "W %348 �i N89 °04'24 "W 349 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 110.00 ft 61.00 ft 90.00 ft 10.00 ft ft 51.00 ft 0 +00.00 1 +10.00 1 +71.00 2 +61.00 2 +71.00 2+91.00 3 +42.00 = 6509.98 SQ FT = 0.15 ACRES Sta Northing = 0.00000 = 0.00000 = N90 ° 00'00 "W = 0.00000 = 342.00 (342.00) PROJECT: C: \Tmcdel \GH06049a.pro 176939.220 177049.201 177048.214 176958.230 176958.392 176938.396 176939.220 Easting Elevation 1646966.071 1646968.134 1647029.126 1647027.438 1647017.440 1647017.065 1646966.071 0.0 -10.0 0.0 0.0 _Harstad Consultants 2024 West Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1- 425 - 747 -8336 Monday, October 02, 2006 4:42:25 AM GHR LLC SHORT PLAT CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:LOT 3 Point Number Bearing 308 N89 ° 04'24 "W 346 N01 ° 04'28 "E 354 N89 ° 04'24 "W 352 N01 ° .04' 28 "E 351 S89 ° 04'24 "E 311 S01 ° 06'13 "W 308 51.06 ft 20.00 ft 10.00 ft 90.00 ft 61.12 ft 110.00 ft Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Description Sta Distance 176937.246 176938.072 176958.069 176958.230 177048.214 177047.226 3 +42.18 176937.246 0 +00.00 0 +51.06 0 +71.06 0 +81.06 1 +71.06 2 +32.18 = 0.00009 = 0.00401 = S88 ° 39'27 "W = 0.00401 342.18 (342.18) = 1/85387 = 1/3644188 = 1/85410 = 6519.68 SQ FT = 0.15 ACRES PROJECT: C: \Tmodel \GH06049a.pro Northing Easting Elevation 1647088.115 1647037.062 1647037.437 1647027.438 1647029.126 1647090.238 1647088.119 0.0 fiarstad Consultants 202 West'Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1- 425 -747 -8336 Monday, October 02, 2006 4:43:34 AM GHR LLC SHORT PLAT Point Number Description Bearing Distance 348 N01 ° 04'28 "E 353 S89 ° 04'24 "E 354 S01 ° 04'28 "W 346 N89 ° 04'24 "W 348 20.00 ft 20.00 ft 20.00 ft 20.00 ft Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area 0 +00.00 0 +20.00 0 +40.00 0 +60.00 0 +80.00 = 0.00000 0.00000 = N90 ° 00'00 "W = 0.00000 = 80.00 (80.00) 1/999999 = 1/999999 = 1/999999 = 400.00 SQ FT = 0.01 ACRES Sta Northing PROJECT: C: \Tmodel \GH06049a.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:TRACT "A" 176938.396 176958.392 176958.069 176938.072 176938.396 Easting Elevation 1647017.065 1647017.440 1647037.437 1647037.062 1647017.065 0.0 -10.0 0.0 0.0 'Harstad Consultants 202'4 West Lake Sammamish Parkway N.E. Redmond, Wa. 98052 1- 425 -747 -8336 Monday, October 02, 2006 4:46:17 AM GHR LLC SHORT PLAT PROJECT: C: \Tmodel \GH060.49a.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name:STREET CENTERLINE MONUMENTATION CHECK Point Number Description Bearing Distance Area Area 11 MIC N89 ° 04'24 "W 13 MIC N01 ° 04'28 "E 302 S89 ° 04'24 "E 18 MIC S01 ° 06'45 "W 11 MIC 428.66 ft. 665.68 ft 429.11 ft 665.68 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure ft 0 +00.00 4 +28.66 10 +94.35 15 +23.45 21 +89.14 Sta Northing = 0.00116 = 0.00788 = S81 ° 37'37 "W = 0.00797 = 2189.13 (2189.14) = 1/274829 = 1/1887328 = 1/277790 = 285500.60 SQ FT 6.55 ACRES 176248.180 176255.113 176920.676 176913.736 176248.181 Easting Elevation 1647291.830 1646863.226 1646875.709 1647304.762 1647291.838 FOR STAFF USE ONLY Sierra Type: P-SS Planner: �� Rolf &?avg. File Number: L.4) 1 --,' I 0 Application Complete (Date: ) Project File Number: f e-LF 06 — 21 Application Incomplete (Date: ) Other File Numbers: APPLICATION NAME OF PROJECT/DEVELOPMENT: �j L LC 3 L 'r S' r 7 LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. 'i 70A S ( 4,2" S r, r rtieto ILA 6.2A %VA: 7 1,42.5 9O o 76..c Quarter: 640 Section: 4- Township: C2.3!J Range: .- F (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the 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: �7 A?7" iZ_ S � Phone(126 �3 -� Z O FAX: 4¢2 S) E-mail: Sign Date: G:W PPHANU.ANDUSE.APPISHTPLTPT.doc, 09 /11/03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@a,ci.tukwila.wa.us F�31 SHORT poP PLAT (P -SS) KING COUNTY, WASHINGTON FILE NO 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 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. 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 CITY OF TUKWILA APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMITTEE AND HEREBY CERTIFIED THIS DAY OF CHAIRPERSON, SHORT SUBDIVISION COMMITTEE ACKNOWLEDGEMENTS STATE OF WASHINGTON SS COUNTY OF KING ON THIS DAY OF 200 BEFORE ME, THE UNDERSIGHNED, A NOTARY IN AND 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 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. RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF _ 200_ AT M IN BOOK OF AT PAGE AT THE REQUEST OF CITY OF TUKWILA SIGNATURE: NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: B. LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION. IN CONFORMANCE WITH REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF THE CITY OF TUKWILA ON .Ui ✓Em1Cf L AA0 200 40, 11731 EXAMINED AND APPROVED THIS DAY OF ASSESSOR STATE OF WASHINGTON ACKNOWLEDGEMENTS COUNTY OF KING ON THIS DAY OF , 2006. BEFORE ME, THE UNDERSIGHNED, A NOTARY IN AND 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 THE CORPORATION THAT EXECUTED 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. STATE OF WASHINGTON COUNTY OF KING SS ON THIS DAY OF , 2006. BEFORE ME. THE UNDERSIGHNED, A NOTARY IN AND 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 THE CORPORATION THAT EXECUTED 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: SIGNATURE: NAME OF COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: 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 -130 -100. FIELD TRAVERSE EXCEEDING REQUIREMENTS OF WAC- 332 -130 -090. 2. 1 4RACT "A" IS A JOINT USE TRACT FOR INGRESS, EGRESS AND UTILITIES IN FAVOR OF LOTS 1 AND 2. ,', « .:L I ti _ NOTES HARSTAD CONSULTANTS LAND SURVEYORS 2024 W. LK. SAMMAMISH PWY NE REDMOND, WA. 98052 (425) 747 -8336 PORTION OF _35_1 /4 of __SW_1 /4, S._14 _ T. 23N_ R,_4E _ LEGAL DESCRIPTIONS 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 B 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 SOi'04'26'W, A DISTANCE OF 110.00 FEET TO THE NORTH MARGIN OF SOUTH 142ND STREET; THENCE NB9'04'24'W ALONG SAID MARGIN, A DISTANCE OF 70.00 FEET TO THE EAST MARGIN OF 57TH AVENUE SOUTH; THENCE N0i'04'28'E ALONG SAID MARGIN, A DISTANCE OF 110.00 FEET TO THE BEGINNING. 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. PAGE 24, RECORDS OF KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: 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 S89'04'24'E ALONG SAID NORTH LINE. A DISTANCE OF 61.00 FEET; THENCE SO1'04'26'W, A DISTANCE OF 90.00 FEET; THENCE N89'04'24'W, A DISTANCE OF 10.00 FEET; THENCE SO1'04'28'W, A DISTANCE OF 20.00 FEET TO THE NORTH MARGIN OF SOUTH 142ND STREET; THENCE N89'04'24'W ALONG SAID MARGIN, A DISTANCE OF 51.00 FEET TO A POINT WHICH IS S01'04'26'W FROM THE TRUE POINT OF BEGINNING; THENCE NO1'04'26'E, A DISTANCE OF 110.00 FEET TO THE TRUE POINT OF BEGINNING. 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. PAGE 24. RECORDS OF KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS; 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 131.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING 589'04'24'E ALONG SAID 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 N89'04•24'W ALONG SAID MARGIN, A DISTANCE OF 51.06 FEET: THENCE NO1'04'28'E. A DISTANCE OF 10.00 FEET; THENCE N89'04'24'W, A DISTANCE OF 10.00 FEET TO A POINT WHICH IS S01'04'26'W FROM THE TRUE POINT OF BEGINNING; THENCE N01'04'28'E. A DISTANCE OF 90.00 FEET TO THE TRUE POINT OF BEGINNING. CHKO. BY SO. 141ST ST. S r SITEfl- f I S.142ND ST. 144TH ST a co VICINITY MAP NO SCALE SCALE SHEET RZCEIVED EVEL jy SHORT PLAT FOR GHR O LL °, A WASHINGTON LIMITED LIABILITY COMPANY OWN. BY I DATE JOB NO. NZ OCTOBER 4, 2006 06049 FILE NO. 0 =a l Z U � Z o .. LL cn z W o U, m m ui ID ID 20' 20' 0 O NORTHWEST CORNER LOT 2, BLOCK 8 HILLMAN'S SEATTLE GARDEN TRACTS NORTH LINE LOT 5 BLOCK 8 N89 '04'24"W . HILLMAN'S SEATTLE GARDEN TRACTS in 70.00 in 6 • • 61.00 , r — BSBL — �* 20' I 41:4 _ 'B + 8L — o I o �I o o '~ I I , Ill 20' 6 LOT ;Q ,, LOT m N = m N 1 tD Q 1 m N 12 10 20' I I_ eseL 0 70.00 0 cu I I FOUND 21BRASS DISC WITH PUNCH MARK IN CONCRETE MON W \MON CASE TAX LOT NO 3365900770 Q 0 ti Z I I J. J 1Q' N 6 51.00 192.06 NB9'O4' 24 "W 0 LINE TABLE 192.12 2 61.12 6 SEE NOTE 2 SHEET 1 S. 144TH N N 89' 04' 24" W Q SOUTH 142ND STREET 0 0 0 .r, 0 CU 429.11 SURVEY 428.66 MEASURE PUNCH MARKRINSCON WITH CRETE MON IN MON CASE LOT 1 LOT 2 LOT 3 TRACT "A" TOTAL 21,130 SG. FT. W 0 O 0 z AREAS 7,700 SG. FT. 6,510 SG. FT. 6,520 SQ. FT. 400 SG. FT. m m m to z UJ Sa W LL LL7 o [A z. m ma. FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE m m °z MON IN MON CASE .01 F IN N CASE N SCALE: 1 inch = 30 tt. iuuiuiii i 1 ) 0 30' 60' PORTION OF _3E_1/4 of _SW_1 /4, S._ _ T. 23N_ R._ 1 " =30' GRAPHIC SCALE 60 1 " =30' 0 30 LEGEND •- SET 1/2" REBAR WITH CAP BSBL - BUILDING SETBACK LINE 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 NO. 800515E RECORDS OF KING COUNTY, WASHINGTON. RECE! COMMU DEVELOP' HARSTAD CONSULTANTS LAND SURVEYORS 2024 W. LK. SAMMAMISH PWY. NE REDMOND, WA. 98052 (425) 747 -8336 SHORT PLAT FOR GHR LL A WASHINGTON LIMITED LIABILITY COMPANY DWN. BY NZ CHKD. BY JRH DATE OCTOBER 4, 2006 SCALE AS SHOWN JOB NO. 0604 SHEET 2 C BEARING DISTANCE L1 NO1'04'28 "E 20.00 L2 N89'04'24 "W 20.00 L3 N01'04'28 "E 20.00 L4 NB9'04'24 "W 10.00 L5 N89'04'24 "W 10.00 L6 N89'04'24 "W 20.00 FILE NO. 0 =a l Z U � Z o .. LL cn z W o U, m m ui ID ID 20' 20' 0 O NORTHWEST CORNER LOT 2, BLOCK 8 HILLMAN'S SEATTLE GARDEN TRACTS NORTH LINE LOT 5 BLOCK 8 N89 '04'24"W . HILLMAN'S SEATTLE GARDEN TRACTS in 70.00 in 6 • • 61.00 , r — BSBL — �* 20' I 41:4 _ 'B + 8L — o I o �I o o '~ I I , Ill 20' 6 LOT ;Q ,, LOT m N = m N 1 tD Q 1 m N 12 10 20' I I_ eseL 0 70.00 0 cu I I FOUND 21BRASS DISC WITH PUNCH MARK IN CONCRETE MON W \MON CASE TAX LOT NO 3365900770 Q 0 ti Z I I J. J 1Q' N 6 51.00 192.06 NB9'O4' 24 "W 0 LINE TABLE 192.12 2 61.12 6 SEE NOTE 2 SHEET 1 S. 144TH N N 89' 04' 24" W Q SOUTH 142ND STREET 0 0 0 .r, 0 CU 429.11 SURVEY 428.66 MEASURE PUNCH MARKRINSCON WITH CRETE MON IN MON CASE LOT 1 LOT 2 LOT 3 TRACT "A" TOTAL 21,130 SG. FT. W 0 O 0 z AREAS 7,700 SG. FT. 6,510 SG. FT. 6,520 SQ. FT. 400 SG. FT. m m m to z UJ Sa W LL LL7 o [A z. m ma. FOUND 2' BRASS DISC WITH PUNCH MARK IN CONCRETE m m °z MON IN MON CASE .01 F IN N CASE N SCALE: 1 inch = 30 tt. iuuiuiii i 1 ) 0 30' 60' PORTION OF _3E_1/4 of _SW_1 /4, S._ _ T. 23N_ R._ 1 " =30' GRAPHIC SCALE 60 1 " =30' 0 30 LEGEND •- SET 1/2" REBAR WITH CAP BSBL - BUILDING SETBACK LINE 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 NO. 800515E RECORDS OF KING COUNTY, WASHINGTON. RECE! COMMU DEVELOP' HARSTAD CONSULTANTS LAND SURVEYORS 2024 W. LK. SAMMAMISH PWY. NE REDMOND, WA. 98052 (425) 747 -8336 SHORT PLAT FOR GHR LL A WASHINGTON LIMITED LIABILITY COMPANY DWN. BY NZ CHKD. BY JRH DATE OCTOBER 4, 2006 SCALE AS SHOWN JOB NO. 0604 SHEET 2 C BY O: DIP. f art nn.w:a WI 00.10.03 a4 NEW DRIVEWAY 15' WIDTH EXISTING FIRE HYDRANT F.H. CHKD �I ' TI_, 1 " GARAGE IRT. �,A - c a 70.00 I,1 ' ‚CO BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH Ni'06'45 "E AS SHOWN IN AT PAGE RECORD 0184 IN O 184. UNDERRECORDINGNO. 8005159004. RECORDS OF KING COUNTY. WASHINGTON M.1 :I I.. F OIarD 2'BM99 DISC WITH P1a1L1f HARE IN CONCRETE NON ONION CASE LEGAL DESCRIPTION LOTS 1 AND 22,. 0I BLOCK B. HMI-MAWS SEATTLE GARDEN OF PIS ACCORDING PAGE 24, TO THE , RECORDS OF KING COUNT V Y. VOLUME 11 PROPERTY AREA 21, 130 SO. FT. Im:= Ira mr.su.a In LOCAL BENCH MARK RIM 119.29 FEET REVISION IMPERVIOUS AREAS IMPERVIOUS AREA- EXISTING IMPERVIOUS AREA- PROPOSED NET NEW IMPERVIOUS AREA (BASED ON 1200 SF NEW HOME FOOT PRINT) 1 " =20 GRAPHIC SCALE w0 0 20 QSOUTH 142ND STREET N89'04'24"W -- APPR 144TH "TREET Checked by. Soda '1506 SF (0.035 ACRES) 5200 SF (0.119 ACRES) 3894 SF (0.084 ACRES) Drawn by Approved by 40 SE1 /4 SW1 /4 SECTION 14 TOWNSHIP 23 NORTH. RANGE 4 EAST. N.M. 60 �r.B:� seta DN.w. al0 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.i74.180 US FEET 428.66 VERTICAL DATUM CITY OF TUKWILA — NAVD 1988 m 0 CUT-FILL CUT -FILL QUANTITIES (EXCEPT HOUSE FOUNDATIONS) LESS THAN 500 CUBIC YARDS (C.Y.) JOINT USE DRIVEWAY 100 C.Y. NEW DRIVEWAY LOT -1 50 C.Y. INFILTRATION TRENCHES 100 C.Y. UTIUTY TRENCHES 50 C.Y. RN. PARNELL COMPANY CIVIL. ENGINEERS— ENGINEERING MANAGEMENT LEGEND • — SET 1/2' REBAR 11/CAP UNLESS NOTED SS/4H - SANITARY SEWER MANHOLE CO - SANITARY SEWER CLEAN OUT CB - CATCH BASIN FH - FIRE HYDRANT WV - MATER VALVE MM - MATER NETER TP - TELEPHONE PEDESTAL FL - FLOW LINE OR GUTTER LINE TJB - TELEPHONE JUNCTION BOX EJB - ELECTRICAL JUNCTION BOX TVJB - TELEVISION JUNCTION BOX DM LITE - DRIVEWAY LIGHT CH - CHERRY F - FIR P'- PINE M — MAPLE 9.11 MEASURE MEASURE LOCAL BENCH MARK RIM INTERS SEWER L E T ECTIONOF ANDS.f42 OF Nb ST. ELE. 119.29 US FEET DEC - DECIDUOUS ••s DN :OC.t COMO. FOND 2' BRASS DISC IN CONCRETE TN NON CASE 5.01 F FOUND pp2.1 O BRASS DISC IN CO {N CA SE INII IN 11011 CASE GURDEV SINGH MANN GHR LLC 15842 9TH AVE. SW RUMEN, WA 98166 (206)941.3577 Lm•. hens* ` '..e am �s r>m D' d I1 \•= -A .t. NIL s,„ i .311111. M0 a ^ ' s 1 s , t, SOURCE THOMAS BROS MAPS ROOF DONOISROUC DIUSSRAI1ON BSS11m5 PLAN VIEW NO SCALE OBSalwsa PPE w S3RAI N IBENDI GHR LLC 3 LOT SHORT PLAT 5708 S. 142ND STREET,TUKW9J4 WA 98188 SITE PLAN TAX LOT 0 338590 0765 0 e.. P s .. �..it e i VICINITY MAP NO SCALE ptaf ;' 1.; "a f sDN n u yf pi mo slum S MM S ec as a RIDE IsE Im MT! N RECEIVED FEB 1421ii1 DEV COMMUNITY ■ SoO Texture Dses (USDA./ Lineal Feet of Trench per 1000 ft of Roof . See Tee Lineal Feat of Trend, per 1000 R of Roof - Land,bop 1. Coors* tends or Cobble 16 2,• 20 2. Medbml send 25 SO S. fire sand, loamy send . fi01 75 4. Sandy loam 100 • 125 5. loam 150 190 BY O: DIP. f art nn.w:a WI 00.10.03 a4 NEW DRIVEWAY 15' WIDTH EXISTING FIRE HYDRANT F.H. CHKD �I ' TI_, 1 " GARAGE IRT. �,A - c a 70.00 I,1 ' ‚CO BASIS OF BEARINGS BEARING SHOWN ON THE CENTERLINE OF 58TH AVENUE SOUTH Ni'06'45 "E AS SHOWN IN AT PAGE RECORD 0184 IN O 184. UNDERRECORDINGNO. 8005159004. RECORDS OF KING COUNTY. WASHINGTON M.1 :I I.. F OIarD 2'BM99 DISC WITH P1a1L1f HARE IN CONCRETE NON ONION CASE LEGAL DESCRIPTION LOTS 1 AND 22,. 0I BLOCK B. HMI-MAWS SEATTLE GARDEN OF PIS ACCORDING PAGE 24, TO THE , RECORDS OF KING COUNT V Y. VOLUME 11 PROPERTY AREA 21, 130 SO. FT. Im:= Ira mr.su.a In LOCAL BENCH MARK RIM 119.29 FEET REVISION IMPERVIOUS AREAS IMPERVIOUS AREA- EXISTING IMPERVIOUS AREA- PROPOSED NET NEW IMPERVIOUS AREA (BASED ON 1200 SF NEW HOME FOOT PRINT) 1 " =20 GRAPHIC SCALE w0 0 20 QSOUTH 142ND STREET N89'04'24"W -- APPR 144TH "TREET Checked by. Soda '1506 SF (0.035 ACRES) 5200 SF (0.119 ACRES) 3894 SF (0.084 ACRES) Drawn by Approved by 40 SE1 /4 SW1 /4 SECTION 14 TOWNSHIP 23 NORTH. RANGE 4 EAST. N.M. 60 �r.B:� seta DN.w. al0 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.i74.180 US FEET 428.66 VERTICAL DATUM CITY OF TUKWILA — NAVD 1988 m 0 CUT-FILL CUT -FILL QUANTITIES (EXCEPT HOUSE FOUNDATIONS) LESS THAN 500 CUBIC YARDS (C.Y.) JOINT USE DRIVEWAY 100 C.Y. NEW DRIVEWAY LOT -1 50 C.Y. INFILTRATION TRENCHES 100 C.Y. UTIUTY TRENCHES 50 C.Y. RN. PARNELL COMPANY CIVIL. ENGINEERS— ENGINEERING MANAGEMENT LEGEND • — SET 1/2' REBAR 11/CAP UNLESS NOTED SS/4H - SANITARY SEWER MANHOLE CO - SANITARY SEWER CLEAN OUT CB - CATCH BASIN FH - FIRE HYDRANT WV - MATER VALVE MM - MATER NETER TP - TELEPHONE PEDESTAL FL - FLOW LINE OR GUTTER LINE TJB - TELEPHONE JUNCTION BOX EJB - ELECTRICAL JUNCTION BOX TVJB - TELEVISION JUNCTION BOX DM LITE - DRIVEWAY LIGHT CH - CHERRY F - FIR P'- PINE M — MAPLE 9.11 MEASURE MEASURE LOCAL BENCH MARK RIM INTERS SEWER L E T ECTIONOF ANDS.f42 OF Nb ST. ELE. 119.29 US FEET DEC - DECIDUOUS ••s DN :OC.t COMO. FOND 2' BRASS DISC IN CONCRETE TN NON CASE 5.01 F FOUND pp2.1 O BRASS DISC IN CO {N CA SE INII IN 11011 CASE GURDEV SINGH MANN GHR LLC 15842 9TH AVE. SW RUMEN, WA 98166 (206)941.3577 Lm•. hens* ` '..e am �s r>m D' d I1 \•= -A .t. NIL s,„ i .311111. M0 a ^ ' s 1 s , t, SOURCE THOMAS BROS MAPS ROOF DONOISROUC DIUSSRAI1ON BSS11m5 PLAN VIEW NO SCALE OBSalwsa PPE w S3RAI N IBENDI GHR LLC 3 LOT SHORT PLAT 5708 S. 142ND STREET,TUKW9J4 WA 98188 SITE PLAN TAX LOT 0 338590 0765 0 e.. P s .. �..it e i VICINITY MAP NO SCALE ptaf ;' 1.; "a f sDN n u yf pi mo slum S MM S ec as a RIDE IsE Im MT! N RECEIVED FEB 1421ii1 DEV COMMUNITY