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HomeMy WebLinkAboutPermit L06-058 - HOFFMAN MICHAEL - SORIANO SHORT PLATSORIANO SHORT PLAT 2926 S 133 ST L06 -058 April 18, 2007 Mr. Michael Hoffman 2808 94 PL SE Everett, WA 98208 RE: Final Approval Request Dear Mr. Hoffman: The City of Tukwila has reviewed the items that were submitted for final approval. The City received a complete approval packet on April 11, 2007. Revisions need to be made to the documents submitted before final approval can be granted. Quit -Claim Document 1y City of Tukwila Department of Community Development Steve Lancaster, Director 1. The preliminary approval letter dated February 9, 2007 conditioned that the questionable area located along S. 133` Street be "Quit Claimed" to the City. The document provided is calling for a dedication of right of way. A dedication is not the same as a quit claim. A dedication presumes that Soriano owns the area in question, while a quit claim makes no such presumptions. Please see the marked up document for changes that need to be made to the "right of way document ". Survey Documents 1. Provide one copy of the short plat map containing the original, notarized signatures of all individual that have ownership in the property. Additionally, the original stamp and signature of the surveyor must be on the short plat document. Please provide both of the revised documents as one submittal to the City. If you have any questions, please call (206 - `684 or send an email to bmiles @ci.tukwila.wa.us. don es Assistant Planner cc. File (L06 -058) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 g 9eo — 117 S""),), jt1/11.4)0 (AV) -100 01415 Iry ss -3 Ca)a sin -s ,)(o CN\A Sn i1oj - uto9 }2-otp V Q_- ci( w1aoJ -U, pw-s -I-ou op dc 9 uk o M O 9 LA \ m's 4LFL L600 9:'j 0 SCI advd kr° 1 uPs OT LO/E/00 80 °09 X33H3 80 °09 MSS 1.113338 allMSlnl dO 4UI3 LAND DIVSIION LAND DEVELOPMENT City of Tukwila Memorandum TO: Jim Morrow via Dave McPherson V Chief Olivas via Don Tomaso FROM: Brandon J. Miles, Assistant Planner RE: Soriano Short Plat, L06 -058 DATE: April 11, 2007 The above short plat may be ready for final approval. Please review and initial where indicated. Jim Morrow c r . ) Chief Olivas Brandon Miles Page 1 Q: \1 Temp File \FORMs \MEMO TEMPLATE.doc 04/11/2007 TO: Jim Morrow via Dave McPhersoyl Chief Olivas via Don Tomaso FROM: Brandon J. Miles, Assistant Planner RE: Soriano Short Plat, L06 -058 DATE: April 11, 2007 The above short plat may be ready for final approval. Please review and initial where indicated. Jim Morrow Chief Olivas City of Tukwila Memorandum Brandon Miles Page 1 Q: \1 Temp File \FORMs \MEMO TEMPLATE.doc 04/11/2007 TO: Jim Morrow via Dave McPherson Chief Olivas via Don Tomaso FROM: Brandon J. M Ass Planner RE: Soriano Short Plat, L06 -058 DATE: April 11, 2007 The abo\'e short plat may be ready for final approval. Please review and initial where indicated. Jim Morrow Chief Olivas '1/41.-LC Pap.,0 ( f r City of Tukwila Memorandum Brandon Miles Page 1 Q: \1 Temp File \FORMs \MEMO TEMPLATE.doc 04/11/2007 :1 F fru- ... . RECEIV " APR 1�� armyworci TO: FROM: RE: DATE: • City of Tukwila Department of Community Development City Attorney Office Brandon Miles Quit Claim Form March 8, 2007 City of Tukwila Memorandum Attached is a quit claim form for a strip of land located along S. 133` Street. Can you please review and provide any corrections, notes, etc? My changes are in red. RECEIVED MAR 12 2007 CITY A CITY OF Background The applicant is stating that this is a "dedication" when in fact all we want him to do is quit claim any interests he may have in the strip of land. The surveyor markers in this area of the City have issues and do not always line up. Some discrepancies arise on the applicant's property depending on where the staring point of the survey is. To resolve this issue the applicant is just going to quit claim area that may or may not belong to him (If it doesn't belong to him then it would still be City ROW). This is not going to be a dedication and I don't want to appear that it is a dedication. A dedication would imply that he actually owns the property is transferring it to the City. Let me know if you have any questions. Thanks. Brandon Miles 01'- M PCF 31 1s �o — � Page 1 03/08/2007 Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southce* ter dlr`1� aker, le"�#i'"� ki7a I ashingt`oii 98288-1 Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Commonwealth LAND TITLE COMPANY OF PUGET SOUND, LLC 1. Effective Date: February 28, 2007 at 8:00 a.m. Commitment No.: TS - 20249483 2. Policy or Policies to be issued: Homeowner's Policy - ALTA 2003 ALTA Homeowner's Policy Rate Proposed Insured: To Be Determined Amount: TO COME Premium: $ 0.00 Tax: $ 0.00 Total: $ 0.00 ALTA Loan Policy - 1992 - Simultaneous Issue Proposed Insured: To Be Determined Amount: TO COME Premium: $ 0.00 Tax: $ 0.00 Total: $ 0.00 3. Title to the fee simple estate or interest in the land described or referred to in this Commitment is at the effective date hereof vested in: Silvino Soriano, as his separate estate 4. The land referred to in this Commitment is described as follows: See Exhibit "A" attached hereto. Commonwealth Land Title Insurance Company By o44 Authorized SI n ture Preliminary Commitment • Order No.: TS - 20249483 UPDATED COMMITMENT FOR TITLE INSURANCE SCHEDULE A 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425 - 646 -3515 888 - 272 -5773 Fax: 425 - 646 -3517 RECEIVED CITY OFTUVV'o" 4 MAR 0 7 am Page 1 'c►iGr. i �_,, , . • • EXHIBIT "A" LOT(S) 3, KING COUNTY SHORT PLAT NUMBER 379160, RECORDED UNDER RECORDING NUMBER 7907181075; BEING A PORTION OF LOT 1, BLOCK 6, RIVERTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100; TOGETHER WITH THE WEST 70.54 FEET OF THE EAST 150.54 FEET AS MEASURED ALONG THE SOUTH LINE OF THE 80 FEET OF SAID LOT 1; (ALSO KNOWN AS LOT B, KING COUNTY LOT LINE ADJUSTMENT NUMBER 8904026, RECORDED UNDER KING COUNTY RECORDING NUMBER 8908011223) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Order No. TS - 20249483 • • SCHEDULE B Order No. TS - 20249483 REQUIREMENTS: Instruments necessary to create the estate or interest to be properly executed, delivered and duly filed for record. EXCEPTIONS: Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Standard exceptions set forth on the Commitment Cover. B. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS: 1. REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78% FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; • A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; 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.: 7346600266 YEAR BILLED PAID BALANCE 2007 $4,131.02 $0.00 $4,131.02 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $4,131.02. LEVY CODE: ASSESSED VALUE LAND: $102,000.00 ASSESSED VALUE IMPROVEMENTS: $235,000.00 3. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 7907181075. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. AND AMENDMENTS THERETO: RECORDED: MARCH 4, 1980 RECORDING NO.: 8003040981 Page 3 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: AGAINST: FOR: AMOUNT: RECORDED: RECORDING NO.: SCHEDULE B - continued PUBLIC UTILITIES A PORTION OF SAID PREMISES SEPTEMBER 17, 1979 7909170226 9. LIEN CLAIMED BY VAL VUE SEWER DISTRICT. PACIFIC NORTHWEST BELL TELEPHONE COMPANY TRANSMISSION AND DISTRIBUTION FACILITIES A PORTION OF SAID PREMISES NOVEMBER 1, 1979 7911010645 6. SIDE SEWER EASEMENT AND THE TERMS AND CONDITIONS THEREOF: SAID EASEMENT CONTAINS A COVENANT TO BEAR EQUAL SHARE OF COST OF CONSTRUCTION, MAINTENANCE OR REPAIR OF SAME. Order No. TS - 20249483 5 FEET IN WIDTH, LOCATED ALONG THE LINE OF THE LAND, AS CONSTRUCTED: RECORDED: NOVEMBER 7, 1979 RECORDING NO.: 7911070496 7. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 8908011223. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 8. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SILVINO SORIANO, A MARRIED MAN AS HIS SEPARATE ESTATE TRUSTEE: LS TITLE OF WASHINGTON BENEFICIARY: MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., ACTING SOLELY AS NOMINEE FOR LENDER AND LENDERS SUCCESSORS AND /OR ASSIGNS: LENDER IS: COUNTRYWIDE HOME LOANS, INC ORIGINAL AMOUNT: $267,750.00 DATED: FEBRUARY 25, 2004 RECORDED: FEBRUARY 27, 2004 RECORDING NO.: 20040227003061 SILVINO SORIANO SEWER SERVICES $259.24 MARCH 22, 2005 20050322001322 Page 4 • Order No. TS - 20249483 NOTE 1: SCHEDULE B - continued 10. THE LAND DESCRIBED IN THIS COMMITMENT APPEARS TO BE RESIDENTIAL IN NATURE AND MAY BE SUBJECT TO THE PROVISIONS OF R.C.W.6.13.060 (HOMESTEAD STATUTE) IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE. IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE, ALL INSTRUMENTS CONVEYING OR ENCUMBERING THE LAND MUST BE EXECUTED BY EACH SPOUSE, INDIVIDUALLY, OR BY AN ATTORNEY -IN -FACT. IN THE EVENT THE COMPANY RECEIVES INSTRUMENTS THAT ARE NOT JOINED BY THE NON - OWNING SPOUSE WITH POSSIBLE HOMESTEAD RIGHTS, THE COMPANY MAY BE UNABLE TO RECORD OR TO INSURE THE TRANSACTION. THE COMPANY HAS BEEN ASKED TO ISSUE SIMULTANEOUS POLICIES WITHOUT DISCLOSURE OF THE LIABILITY AMOUNTS. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNTS OF THE OWNER'S AND LENDER'S POLICIES COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING OWNER'S POUCY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 2: TITLE WILL BE VESTED IN PARTIES YET TO BE DISCLOSED. WHEN TITLE IS VESTED, THEIR TITLE WILL BE SUBJECT TO MATTERS OF RECORD AGAINST THEIR NAMES. NOTE 3: THE MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION AND UNRECORDED LIENS FOR LABOR AND MATERIAL HAVE BEEN CLEARED FOR THE LOAN POLICY, WHICH WHEN ISSUED, WILL CONTAIN THE WLTA 100 ENDORSEMENT. THE LOAN POUCY OFFERS ADDITIONAL COVERAGE WHICH WILL NOT BE PROVIDED IN THE OWNER'S POLICY TO BE ISSUED, EXCEPT AS SPECIFIED IN THE HOMEOWNER'S ADDITIONAL PROTECTION ENDORSEMENT OR IN THE HOMEOWNER'S POLICY OF TITLE INSURANCE (10- 22 -03). NOTE 4: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: A SINGLE FAMILY RESIDENCE KNOWN AS: 2926 SOUTH 133RD STREET TUKWILA, WA 98168 Page 5 NOTE 5: NOTE 6: NOTE 7: NOTE 9: • • SCHEDULE B - continued Order No. TS - 20249483 THIS IS A SALE TRANSACTION. THE SPECIFIC DISCOUNTED RATE CLASSIFICATIONS APPLIED TO THE OWNER'S POLICY, AND ANY LENDER'S POLICY ALSO REQUESTED FOR THIS TRANSACTION, ARE DISCLOSED IN SCHEDULE A OF THE PRELIMINARY COMMITMENT. OTHER DISCOUNTED RATE CLASSIFICATIONS MAY APPLY, INCLUDING THE: RESIDENTIAL RESALE RATE SHORT TERM RATE PRIOR TITLE EVIDENCE RATE BUILDER'S AND SUBDIVIDER'S RATE SIMULTANEOUS ISSUE RATE ATTACHED IS A BRIEF DESCRIPTION FOR THESE RATES. PLEASE INFORM YOUR TITLE OFFICER IF YOU THINK YOUR TRANSACTION QUALIFIES FOR ONE OF THE LISTED DISCOUNT PREMIUM RATES. YOU MAY REACH YOUR TITLE OFFICER, TROY ST. GEORGE, AT (425) 646 - 3515 OR TST.GEORGE @LANDAM.COM. IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT "COMMONWEALTH LAND TITLE OF PUGET SOUND" MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY. CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 8: 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. 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. NOTE 10: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. Page 6 SA4 /m . • Enclosures: Sketch Vesting Deed Paragraphs all records encumbrances SCHEDULE B - continued (END OF EXCEPTIONS) Investigation should be made to determine if there are any sewer treatment capacity charges or if there are any service, installation, maintenance, or construction charges for sewer, water or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. Unless otherwise requested or specified herein, the forms of policy to be issued in connection with this Commitment will be the ALTA 2003 Homeowner's Policy, the ALTA 1992 Lender's Policy, or, in the case of standard lender's coverage, the CLTA Standard Coverage Policy - 1990. The Policy committed for or requested may be examined by inquiry at the office that issued the Commitment. A specimen copy of the Policy form(s) referred to in this Commitment will be furnished promptly upon request. Page 7 Order No. TS - 20249483 Commonwealth LAND TITLE COMPANY OF PUGET SOUND, LLC • • Discounted Rate Disclosure Addendum - Sale Order No.: TS - 20249483 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425- 646 -3515 888 - 272 -5773 Fax: 425 - 646 -3517 This is a sale transaction. The specific discounted rate classifications applied to the owner's policy, and any lender's policy also requested for this transaction, are disclosed in Schedule A of the preliminary commitment. Other discounted rate classifications may apply, including the: Residential resale rate - To insure the buyer on a sale of an existing one -to- four family residence or condominium. Short term rate - If a title policy has been issued within the last five (5) years. Prior title evidence rate - If a copy of a prior title policy or commitment issued by any title company is submitted with an order for title insurance upon land without a 1 -to -4 family residential structure. Builder's and Subdivider's Rate - If the land has been or is to be divided; if the proposed purchaser/ developer builds for resale or lease; if divided parcels are being sold or leased; or for standard owner's policies following completion of construction. For a lender's policy insuring a development loan on land which has been or is to be divided and for a lender's policy insuring a construction loan. Simultaneous Issue Rate - If an additional lender's or owner's policy is issued at the same time as the purchaser's policy, only a small fee is charged for the same coverage type and amount as the owner's policy. PLEASE INFORM YOUR TITLE OFFICER IF YOU THINK YOUR TRANSACTION QUALIFIES FOR ONE OF THE LISTED DISCOUNT PREMIUM RATES. You may reach your title officer, Troy St. George, at (425) 646 -3515 or TSt.George @Landam.com. Please acknowledge your receipt of this rate disclosure by signing below. Name: Name: Date: Date: Discounted Rate Disclosure Addendum • • SCHEDULE OF EXCLUSIONS FROM COVERAGE (continued) Please return to company at: 14450 N.E. 29th Place Suite 200 Bellevue, WA 98007 Attn: Troy St. George Page 9 Order No.: «Ord_Id» NCS No.: «NCS Reference» Issued by Attest: Land America Commonwealth Commitment Cover - WA (Revised 4/03) Secretary By: 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425 - 451 -7301 888 - 272 -5773 Fax: 425 - 646 -3517 Commonwealth Land Tide Insurance Company COMMITMENT FOR TITLE INSURANCE Commonwealth Land Title Insurance Company, a Nebraska corporation, herein called the Company, for a valuable consideration, hereby commits to Issue its policy or policies of title insurance, as Identified In Schedule A, In favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or Interest covered hereby In the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the exceptions and conditions and stipulations shown herein, the Exclusions from Coverage, the Schedule B exceptions, and the conditions and stipulations of the policy or policies requested. (See the following pages for printed Exclusions from Coverage and Schedule B exceptions contained In various policy forms.) This Commitment shall be effective only when the Identity of the proposed Insured and the amount of the policy or policies committed for have been Inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement and Is subject to the Conditions and Stipulations. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 180 days after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to Issue such policy or policies Is not the fault of the Company. NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE WHICH ISSUED THE COMMITMENT, AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. Commonwealth Land Title Insurance Company .00.14 President COMMITMENT CONDITIONS AND STIPULATIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security Instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, Ilen, encumbrance, adverse claim or other matter affecting the estate or Interest or mortgage thereon covered by this Commitment other than those shown In Schedule B hereof, and shall fall to disclose such knowledge to the Company In writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company Is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or If the Company otherwise acquires actual knowledge of any such defect, Tien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously Incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties Included under the definition of Insured In the form of policy or policies committed for and only for actual loss Incurred In reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown In Schedule B, or (c) to acquire or create the estate or Interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for In favor of the proposed Insured which are hereby Incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. • • SCHEDULE OF EXCLUSIONS FROM COVERAGE The matters listed below each policy form are expressly excluded from the coverage of that policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason thereof. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10- 17 -92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use or enjoyment of the land; (1i) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded In the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records et Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded In the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Poky which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse dahns or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed In writing to the Company by the insured claimant prior to the date the insured claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured claimant; (d) attaching or created subsequent to Date of Pocky (except to the extent that this policy insures the priority of the Hen of the insured mortgage over any statutory lien for services, labor or material or to the extent insurance Is afforded herein as to assessments for street improvements under construction or completed at Date of Policy); or (e) resulting in loss or damage which would not have been sustained if the Insured claimant had paid value for the Insured mortgage. 4. Unenforceabilty of the Hen of the Insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the Indebtedness, to comply with applicable doing business laws of the state in whkh the land is situated. 5. Invalidity or unenforceabifty of the Hen of the Insured mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured mortgage and is based upon usury or any consumer credit protection or truth-in- lending law. 6. Any statutory lien for services, labor or materials (or the claim of priority of any statutory Hen for services, labor or materials over the Hen of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that Is based on: (a) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the Interest of the insured mortgagee as a result of the application of the doctrine or equitable subordination; or (c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (1) to timely record the instrument of transfer; or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10- 17 -92) The following matters are expressly excluded from the coverage of thls policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use or enjoyment of the land; (H) the character, dimensions or location of any improvement now or hereafter erected on the land; (Hi) a separation In ownership or a change In the dimensions or area of the land or any parcel of which the land is or was a part; or (Iv) environmental protection, or the affect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, Hen or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Pocky. (b) Any governmental poke power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, Hen or encumbrance resulting from a violation or alleged violation affecting the land has been recorded In the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Polly which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, Hens, encumbrances, adverse Balms or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded In the public records at Date of Polley, but known to the insured claimant and not disclosed in writing to the Company by the Insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the Insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting In loss or damage which would not have been sustained if the Insured claimant had pail value for the estate or Interest Insured by this policy. 4. Any claim, which arises out of the transaction vesting In the insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state Insolvency, or similar creditors' rights laws, that k based on: (a) the transaction creating the estate or interest insured by this pocky being deemed a fraudulent conveyance or fraudulent transfer; or (b) the transaction creating the estate or interest insured by this pocky being deemed a preferential transfer except where the preferential transfer results from the failure: (i) to timely record the instrument of transfer; or (11) of such recordation to impart notice to a purchaser for value or a judgment or Hen creditor. Commitment Cover - WA (Revised 4/03) Commitment Cover - WA (Revised 4/03) • • SCHEDULE OF EXCLUSIONS FROM COVERAGE (continued) AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FOR A ONE -TO -FOUR FAMILY RESIDENCE (10- 22 -03) In addition to the Exceptions In Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes ordinances, laws and regulations concerning: (a) budding (b) zoning (c) Land use (d) Improvements on the Land (e) Land division (f) environmental protection This Exclusion does not apply to violations or the enforcement of these matters if notice of the violation or enforcement appears in the Public Records at the Policy Date. This Exclusion does not limit the coverage described in Covered Risk 14, 15 16, 17 or 24. 2. The failure of Your existing structures, or any part of them, to be constructed In accordance with applicable building codes. This Exclusion does not apply to violations of building codes if notice of the violation appears in the Public Records at the Policy Date. 3. The right to take the Land by condemning it, unless: (a) a notice of exercising the right appears in the Public Records at the Policy Date; or (b) the taking happened before the Policy Date and Is binding on You if You bought the Land without Knowing of the taking. 4. Risks: (a) that are created, allowed, or agreed to by You, whether or not they appear in the Public records; (b) that are Known to You at the Polley Date, but not to Us, unless they appeared in the Public Records at the Policy Date; (c) that result in no kiss to You; or (d) that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.d, 22, 23, 24 or 25. 5. Failure to pay value for Your Title. 6. Lads of a right: (a) to any Land outside the area specifically described and referred to In paragraph 3 of Schedule A; and (b) in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described In Covered Risk 11 or 18. CLTA STANDARD COVERAGE LOAN POLICY 1990 The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (Including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use or enjoyment of the land; (ii) the character, dimensions or location of any Improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (Iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or agreed violation affecting the land has been recorded In the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien of encumbrance resulting from a violation or alleged violation affecting the land has been recorded In the pub& records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded In the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, Bens, encumbrances, adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy, but created, suffered, assumed or agreed to by the Insured daimant; (b) not known to the Company, not recorded In the public records at Date of Policy, but known to the Insured claimant and not disclosed In writing to the Company by the insured claimant prior to the date the Insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the Insured claimant had paid value for the insured mortgage or for the estate or Interest insured by this policy. 4. Unenforceabiiity of the lien of the insured mortgage because of the inability or faiure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the Indebtedness, to comply with applicable doing business taws of the state in which the land is situated. 5. invalidity or unenforceabillty of the lien of the insured mortgage, or claim thereof, whkh arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth -in- lending law. 6. Any claim, which arises out of the transaction vesting in the insured the estate or Interest insured by this policy or the transaction creating the interest of the insured tender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws. • • SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result In taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or dims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in posceccion, or claiming to be in possession, thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey of the land would disclose, and which are not shown by the public records. 5. Any lien, or right to a Ilen, for labor, material, services or equipment, or for contributions to employee benefit plans, or liens under Workmans' Compensation Acts, not disclosed by the public records. 6. (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. 7. Right of use, control or regulation by the United States of America In the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 8. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity, or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - EXTENDED COVERAGE 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Underground easements, servitudes or Installations which are not disclosed by the public records. 3. (a) Unpatented mining daims; (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. 4. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 5. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity, or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B EXCEPTIONS APPEARING IN ALTA LOAN POLICY (10- 17 -92) and ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (10- 22 -03) No general exceptions appear In these policy forms. Commitment Cover - WA (Revised 4/03) r February 9, 2007 Mr. Michael Hoffman 2808 94 PL SE Everett, WA 98208 RE: Preliminary Short Plat Approval 2926 S. 133` St. L06 -058 Dear Mr. Hoffman: 0 0 Cizy of Tukwila Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval Preliminary approval is granted for site layout shown on the survey document prepared by Concept Engineering dated August 30, 2006. Conditions of Preliminary Approval Department of Community Development 1. The existing structures on proposed lot "A" exceed the maximum building footprint permitted in the Low Density Residential (LDR) zone (TMC 18.10.057). In order to remedy this situation, the front deck must be lowered to Tess than 18 inches in height. Please contact the City's Building Division at (206) 431 -3670 to inquire if a building permit is required for the proposed work. Brandon -M Page 1 H: \Short Plats \SORIANO, L06 -58 \PRE - APPROVAL LETTER.doc Last printed 02/09/2007 10:32:00 AM Steven M Mullet, Mayor 02/09/2007 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • 2. The site layout notes an area of "Questionable Ownership" along the south edge of the property. This area is located along the City's right of way. In order to resolve any future confusion about the ownership of the area along S. 133 Street, the applicant shall quit claim their interest in the strip of land to the City. The legal description for the area quit claimed to the City shall not be related to the plat. An example is to describe the area as that portion of the subject parcel lying south of the line that is described based on existing monumentation on the east line of the northeast quarter of the Section. By doing this it will allow this portion of the right of way to be surveyed without relying on the interpretation of this plat. The applicant is responsible for providing the quit claim document to the City. Once the City approves the document, the applicant shall record the quit claim with King County and reference the recording number on the face of the plat. 3. The site layout plans indicates that a shed is located in the northeast corner of proposed lot "B ". Prior to final approval the shed is to be removed. If the shed is over 200 square feet in area, a demolition permit will be required from the Building Division. 4. Prior to final approval, the applicant shall provide an access easement document/shared maintenance agreement for the shared driveway which will be utilized by the existing home and proposed new home on proposed lot "B". Appeals This short plat approval or any condition placed in decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat 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 (2/9/07). 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. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the Brandon -M Page 2 H: \Short Plats \SORIANO, L06 -58 \PRE - APPROVAL LETTER.doc Last printed 02/09/2007 10:32:00 AM 02/09/2007 1 Survey Documents relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 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. Final Approval The next step is to comply with the conditions of this preliminary approval letter and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be dated within 45 -day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. DO NOT FOLD THE FINAL SHORT PLAT MAP. 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. 2. The original notarized signatures of all property owners must be on the face of the plat. 3. All lots shall be assigned an address and shown on the final plat. The address are as follows: j Lot 1: "Parcel A" 2926 S. 133 Lot 2: "Parcel B" 2920 S. 133'V 4. Show all new easements on the short plat. 5. Please include the file number on the plat map (L06 -058). 6. Ensure that the legal descriptions account quit claim deed for the vacated right of way. 7. On sheet 3 of 3 replace the term "parcel" with the term "lot ". Brandon -M Page 3 H: \Short Plats \SORIANO, L06 -58 \PRE - APPROVAL LETTER.doc Last printed 02/09/2007 10:34:00 AM 02/09/2007 Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. 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 originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Do not fold or bend the final short plat map that will be recorded with King County. Expiration The final hort plat must be filed with the King County Department of Records by February, 2007, exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles(a�ci.tukwila.wa.us. Sincerely, 1-t-7 Steve Lancaster Director of Commun y Developm 0 cc. ) Jim Morrow, Public Works Director (initial your approval Nick Olivas, Fire Chief (initial your approval - corkao ) Don Tomaso, Fire Marshal Dave McPherson, Public Works Engineer Brandon J. Miles, Assistant Planner File (L06 -058) Brandon -M Page 4 Q: \Short Plats \SORIANO, L06 -58 \PRE - APPROVAL LETTER.doc Last printed 01/31/2007 2:43:00 PM 01/31/2007 January 3, 2007 Mr. Michael Hoffman 2808 94 PL SE Everett, WA 98208 RE: Fire Hydrant Requirements Dear Mr. Hoffman: As I noted on the phone today, a fire hydrant must be located on the short plat map. Please coordinate with Don Tomaso with the fire hydrant for the specific requirements for the fire hydrants location. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ci.tukwila.wa.us. Sincerely, ando . r les Assistant Planner cc. File (L06 -058) • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 11, 2006 Brandon J. Miles Assistant Planner City of Tukwila RE: Soriano Short Plat L06 -058 Dear Mr. Miles I am writing this letter in response to your recent comments concerning the Soriano short plat in your letter dated December 1, 2006. Included is the location of existing fire hydrants and a resolution for the total building footprint. Item 1. Item 2. RECEIVED DEC 11 2006 COMMUNITY DEVELOPMENT We have located a fire hydrant at the south west corner of 133` and Military road. The distance to the closest corner of the proposed lot is approximately 180 feet. The distance to the closest comer of the existing house is approximately 290 feet. We would like to address the building footprint by lowering the deck attached to the front of the existing house to within 18 inches above grade. The deck size is 12' x 24' which totals 288 square feet. There would need to be a landing of about 16 square feet that would bring the reduction to 272 square feet + -. This would give us, in a worst -case scenario at a lot size of 6507 square feet, a maximum building footprint of 2277.45 square feet. A. Existing house footprint — 1,305.72 square feet B. Detached garage footprint — 645.39 square feet C. Decks over 18" above grade — 273.3 square feet Total area 2,224.4 Michael Hoffmann Owner/Principal Michael Hoffmann Architectural Design December 1, 2006 Mr. Michael Hoffman 2808 94 PL SE Everett, WA 98208 • Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Maximum Building footprint Dear Mr. Hoffman: • The City has received your letter dated November 27, 2006 regarding the Soriano Short. The City will be having a surveyor peer review the survey and provide comments regarding item one. Your letter notes that the total building footprint on the site is 2,496.41 square feet. Tukwila Municipal Code (TMC) 18.10.057 limits the maximum footprint on residential properties. Based on the proposed size of lot "A" (6,845 square feet) the maximum permitted building footprint for the new lot would be 2368.09 square feet. If proposed lot "B" was reduced to the minimum size of 6,500 square feet, thus making proposed lot "A" 7243 square feet the maximum building footprint would be 2467.69 square feet. The existing building footprint exceeds both of these scenarios. The building footprint must be reduced in order to conform to the size of proposed lot « The specific code language is attached with this letter. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Si rely, I Br ndon . Miles Assistant Planner cc. File (L06 -058) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 b. the maximum number of resi either permanent or temporary, at any one ti twelve, c. two on -site parking spaces fo owner and permanent residents and one addition site parking space is provided for each bedroom to customers, d. the maximum length of contin stay by a guest is 14 days, e. breakfast must be offered on -sit customers, and t all necessary permits or approvals obtained from the Health Department. . Cemeteries and crematories. 3. Churches and community center build- ings. 4. Dormitories 5. Electrical substations -- distribution. 6. Fire and police stations. 7. Libraries, museums or art galleries (public). 8. Radio, television, microwave, cellular or observation stations and towers. 9. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. 10. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. (Ord. 1976 §19, 2001; Ord. 1758 §1(part), 1995) 18.10.050 Unclassified Uses The following uses may be allowed within the Low - Density Residential District, subject to the requirements, procedures and conditions established by the Unclassified Use Permits chapter of TMC Chapter 18.66, Unclassified Use Permits: 1. Landfills and excavations which the res- )onsible official, acting pursuant to the State Environ- nental Policy Act, determines are significant envi- �onmental actions. 2. Neighborhood stormwater detention and reatment facilities. 3. Stormwater pump stations. 4. Water utility reservoirs and related facilities. 5 Sewage lift stations. 6. Water pump stations. 7. Mass transit facilities. 8. Other uses not specifically listed in this itle which the Director determines to be: a. Similar in nature to other uses lowed through the Unclassified Use Permit; b. Consistent with the stated purpose of e District; c. Consistent with the policies of the ikwila Comprehensive Plan. (Ord 1865 56, 1999; Ord. 1816 §1, 1997,• Ord. 1758 §1(part), 1995) inted January 2006 • TITLE 18 — ZONING dents, 18.10.055 Design Review me is Design review is required for developments in a Commercial Redevelopment Area that propose the r the uses and standards of an adjacent commercial zone. al on- (See TMC Chapter 18.60, Board of Architectural rented Review) uous (Ord. 1865 57, 1999) 18.10.057 Maximum Building Footprint e to The -ma Mni , total:r6tVpruit i l r „ idential structures1 c ted on a lot in .the Low- Density.�Restden- are tial District shall be limited to 35% of the lot area, provided: • . -: . 1. The maximum footprint is - reduced by 0.125% for each.100 square feet of lot area in excess of 6 ;500 square fe, et and,less than 19,000 square feet; -41 2. THe m aximum footprint shall be 4,000 square feet for lots between 19,000 square feet and 32,670 square feet; 3. The maximum footprint shall be 5,000 square feet for lots between 32,760 square feet and 43,560 square feet; 4. The maximum footprint shall be 6,000 square feet for lots over 43,560 square feet; and 5. For lots less than 6,500 square feet in size, the maximum total footprint shall be the area defined by the application of the standard setback requirements set forth in the applicable Basic Development Standards, up to a maximum of 2,275 square feet. (Ord. 1971 §6, 2001) 18.10.060 Basic Development Standards Development within the Low - Density Residential District shall conform to the following listed and referenced standards: LDR BASIC DEVELOPMENT STANDARDS Lot area minimum Average lot width (min. 20 ft. street front • :e width minimum Setbacks to • ds minimum : 6 500 s • . ft. • Front • Residential • Accesso dwelli : unit • Other uses 50 feet 20 feet • Front decks or .orches • Second ont • Sides • Rear Hei t maximum Off -street •arkin : See TMC Chapter 18.56, Off -street Parking/Loading Re: ations 15 feet 10 feet 5 feet 10 feet 30 feet See 18.10.030 See TMC Chapter 18.56, Off-street Parking/Loading Re ations (Ord. 1971 §4, 2001; Ord. 1758 §1(part), 1995) November 27, 2006 Brandon J. Miles Assistant Planner City of Tukwila RE: Soriano Short Plat L06 -058 Dear Mr. Miles I am writing this letter in response to your recent comments concerning the Soriano short plat. Included is a proposal regarding the questionable area discussed the comments in your letter to me dated November 14, 2006. Item 1. Concerning the discrepancy in the two sets of boundaries, we propose that the lines that extend into the public right of way are correct. We have arrived at this conclusion by measuring the fence lines of the property in question and the property to the north ( #7346600264). The property measurements for #7346600264 correspond with the existing fence lines, which include the fence on the north border that relates to #7346600266. This fence also coincides with the survey we are stating as correct. Unless the city would be willing to forfeit the southern five feet, give or take, we would like to resolve this issue by dedicating the land to the city since it is not needed for legal lot status. Item 2. A. Existing house footprint — 1,305.72 square feet B. Detached garage footprint — 645.39 square feet C. Decks over 18" above grade — 545.3 square feet RECEIVED DEC. 012006 COMMUNITY DEVELOPMENT We would like to thank you again for all of your assistance in this matter, you have been a great help and we would like you to know your efforts do not go unnoticed. Total area 2,496.41 Michael Ho Owner/Principal Michael Hoffmann Architectural Design 1 November 14, 2006 Mr. Michael Hoffman 2808 94`'' PL SE Everett, WA 98208 RE: Soriano Short Plat L06 -058 Dear Mr. Hoffman: • City of Tukwila • Department of Community Development Steve Lancaster, Director City staff has completed a detailed review of your Short Plat application. Certain additional information regarding the Short Plat application is needed from you to ensure that the project meets the substantive requirements of the City and to complete the review process. The City has the following comments: Planning Division 1. Prior to preliminary approval, the issue regarding the questionable area needs to be resolved. You have two options to resolve the City's concerns: A. Revise your short plat application to also include a boundary line adjustment for the lots located to the north of your property. The owners of those lots must be included as signatories on the short plat application. B. Submit a separate boundary line adjustment application to relocate the north property line. Again, the property owners to the north will have to be included in this application process. Also, explain why the questionable area along S. 133 Street is being calculated into the lot sizes of proposed lot A and proposed lot B. If this area is to be forfeited the questionable area cannot be used in lot area calculations. 2. Provide the footprint of the following: A. Existing House, B. Detached garage C. Any deck that is taller than 18 inches in height. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ■ 4 4 Building Division No comments. • • Fire Department 1. A fire hydrant is not shown on the plan. A fire hydrant, meeting Tukwila's Fire Department regulations must be in place in order to approve the short plat. Public Works Comments Public Works has no comments regarding preliminary approval. However, please note that at time of construction of a home on proposed lot B a drainage pipe shall be intalled along S. 133` Street to replace the existing drainage ditch. Additionally, one catch basic shall be installed. Your next step is to address the comments raised by Planning and Fire and submit revised documents. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ' ci.tuk ila.wa.us. Brdndon J. Mile Assistant Planner cc. File (L06 -058) Project: . i; a 5111,1- P 1 � 1- Address: 4 Li 5 1 (-; 0 Date transmitted: l DI /1/ PU Response requested by: 1 i 1 606 Staff coordinator: g. M; VC Date response received: TO: • • City of Tukwila Department of Community Development File Number AND USE PERMIT ROUTING FORM lanning kPublic 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.) Plan check date: x Comments f 1(0 U prepared b 1 Update date: Project: Di ►e- a 5h�' L. 1 9 tCr Address: A4 (9 5 I 0 Date transmitted: t D, hi P(/ Response requested by: I i I 6/3(a Staff coordinator: G. M; I/ Date response received: TO: \!1 Building [Plan check date: laming PVIS 1/ RECEIVED II City of Tukwila UUi 16 2006 Department of Community Development TUKWILA PUBLIC WORKS k 7 .— Public Wo AppVi <v 6.5 5w-112.4 :; c rL , l it e;10,1- Comments prepared by: File Number L06oS% LAND USE PERMIT ROUTING FORM 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.) ! L SKo �T (S6 ,sir - A cem / / / / Update date: DATE: November 8, 2006 • • MEMORANDUM TO: PLANNING DEPT. — Brandon Miles, Assistant Planner co FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: Soriano — 2 Lot Short Plat 2926 South 133 Street Short Plat and Miscellaneous Comments Short Plat — L06 -058 Public Works requirements are meet for Preliminary and Final Short Plat. Miscellaneous Comments 1. Revise sheet 1 of 3 , including (a) adding File No. L06 -058 (b) label site as within — SE1 /4 OF NE1 /4 OF SECTION 16 T.23N., R.4E. 2. Storm drainage pipe shall be installed along South 133 Street, adjacent to proposed Parcel B. Pipe will replace existing drainage ditch and require at least one (1) catch basin. May install as part of the Building permit for proposed Parcel B. 3. Building permits shall include storm drainage per City Standards, which include the King County Surface Water Design Manual. Downspouts and driveways drainage systems, shall be directed to on -site infiltration systems, if soils are adequate. Project: D1- ,C3A a 4 ,11Y I eke l Address: c\t4(i 5 1 ( . i'`i Date transmitted: l DI it/ I )U Response requested by: 1 60 Staff coordinator: G. ,j l' c Date response received: TO: \\J Building • City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM anning ky Public Works 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.) App\(( 6L, 5 1,4112 1k 1 �� �, '+ 1 (: , 11 bt File Number L___D - 35 1 Comments prepared by: 1) No F\C"% Cc ow r\�r,��a� Ao�l� Q�ov� [Plan check date: Fire Dept.\ _:i Police Dept. Parks /Rec Update date: Project: . L n 6 Dd; ) 56 Ph" Address: d.A d & 5 13 7 ' Date transmitted: 1. D I( I P(/ Response 6[ requested by: I.II Staff coordinator: � , p Date response received: TO: Building Plan check date: City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM File Number L_o 6 - 35 2 lanning \public Works Fire Dept. Lj 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.) A n1 f 1U ? 5144 , 11k1 lyt 1 )1 1-11, Comments prepared by: Update date: August 18, 2006 Mr. Michael Hoffman 2808 94` PL SE Everett, WA 98208 RE: Notice of Incomplete Application Soriano Short Plat Dear Mr. Hoffman: The City of Tukwila's Planning Department received your application for short plat approval on August 18, 2006. Based on the items submitted to the City, the application is incomplete and certain items need to be submitted prior to the application being reviewed by City staff. Please provide the following: • • Cizy of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. The survey documents do not meet standards. There is no cover sheet with signature blocks for City and County officials. 2. Please provide the site map in record of survey format. 3. Legal descriptions for the new lots must be provided. 4. Show all existing and proposed easements on the survey document. The survey should reference the title report prepared for this short plat application. 5. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (Most likely this project is exempt from review. However, such information must be provided to the City stating the reason why the project is exempt). 6. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys, and boundaries. Allowable error of closure shall be no exceed one foot in 5,000 feet. 7. Civil plans need to be submitted. Please see the land use application for what items need to be shown on the Civil Plans. The Civil Plans must be stamped by a Washington State Licensed Engineer. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070). If you have any questions, please feel free to call me at (206) 431 -3684 or you can email me at bmiles ci.tukwila.wa.us. Sinc B anddn J. Miles Assistant Planner cc. File (L05 -058) /bfr4 ,(4/4/ Name !� /4/l/k/i/CO /5 T itle • • Thursday, August 10, 2006 The purpose of this short plat, submitted for the property located at 2926 S. 133` s Tukwila, Washington, is to establish a separate property for the purpose of building new single family residence between 2000 and 3000 square feet. CANO K iu . Lp42. zoN ∎ut§► jZ , to 10 s op I'UU . Fo' tH>A1J6 Lacs AW D T ek W 0910u %E , t. a t ECEIVEn iAUG 11 1pnh tiatintEN r Retum Address: Jalon Johnson 11844 44t PI S. Tukwila, WA 98178 • • EASEMENT AGREEMENT Reference Numbers: BLOCK 4, C.D. HILLMAN'S MEADOW GARDENS DIV #3 VOL. 12, PAGE 64 The undersigned GRANTORS, VERDAYNE JOHNSON, a single man and JALON JOHNSON , a single man, as owners in fee simple of that certain real property described as follows: LOT #1: THE SOUTHWESTERLY 130.00 FEET OF LOT 12, AND THE SOUTHWESTERLY 130.00 FEET OF THE NORTHWESTERLY 13 FEET OF LOT 13, BLOCK 4, C D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION LYING WITHIN THE NORTHERN PACIFIC RAILWAY RIGHT OF WAY. SUBJECT TO 15 -FOOT WIDE INGRESS, EGRESS, UTILITIES EASEMENT, BENEFITTING LOT #2. Short Plot Number: L06 -020 And GRANTEES, VERDAYNE JOHNSON, a single man and JALON JOHNSON, a single man, their heirs, successors and assigns, as interested holders of that certain real property described as follows: LOT #2: LOT 12, THE NORTHWESTERLY 13 FEET OF LOT 13, BLOCK 4, C D HILLMANS'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION LYING WITHIN THE NORTHERN PACIFIC RAILWAY RIGHT OF WAY; AND EXCEPT THE SOUTHWESTERLY 130.00 FEET THEREOF. Assessor's Property Tax Account Number:334740 -0785 Grantor, having received good and valuable consideration, including the sum of $1.00, receipt of which is expressly acknowledged by the Grantor, does hereby grant, conveys, creates and declares and imposes to Grantee an easement for the following purposes: Grantee shall have the right to use the Easement Area to construct, operate, maintain, repair, replace, improve, remove and/or enlarge one or more utility systems, together with the right of ingress, egress for said purposes. To go through, over, under and across the Grantor's above described land. This easement shall run with the land and benefit the heirs, successors, transferees and assigns of the real property described above. Easement descriptions described as follows: RECEIVED CITY OF TuKwitA APR 13 2001 PERMIT CENTER THE SOUTHWESTERLY 130.00 FEET OF THE NORTHWESTERLY 15.00 FEET OF LOT #1 OF THE CITY OF TUKWILA SHORT PLAT NUMBER L06 -020, AS RECORDED IN VOLUME 12 PF PLATS, PAGE 64, IN KING COUNTY WASHINGTON. Both parties further agree that all costs of maintenance and repair of he said easement shall be borne in equal shares by the parcels served thereby. No structures, fences, rockeries, or other obstructions shall be erected, and no parking or standing of vehicles shall be permitted within the Easement Area. The terms and conditions of this paragraph shall not be construed as personal but shall run with the land and shall be binding upon all parties, their heirs, executors, administrators, successors, assigns, and lessees for the benefit or burden of all successors, transferees or assigns on either side of this agreement. Dated this ( -t day of Aft t GRANTOR: ,D-0 04 COUNTY OF STATE OF WASHINGTON ) ss (ACKNOWLEDGEMENT) I the undersigned, a Notary Public, do hereby certify that on this /3th day of r , 20 67 , personally appeared before me VERDAYNE JOHNSON, to me known to be the individual described in and who executed the within instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposed therein mentioned. Given under my hand and official seal of the day and year in this certificate above written. Notary Seal STATE OF WASHINGTON ) COUNTY OF ss (ACKNOWLEDGEMENT) Notary Public in . i s for the State of Washington, residing at tttnfvri My commission expires 6- I the undersigned, a Notary Public, do hereby certify that on this /3 -ti day of et1Y p APR 7 3 2007 PERAAry �r 1 , ,2 01 , personally appeared before me JALON JOHNSON, to me known to be e individual described in and who executed the within instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposed therein mentioned. Given under my hand and official seal of the day and year in this certificate above written. Notary Seal 2 Notary Public in a nc' for the State of Washington, residing at Re/71On My commission expires 6---/ 6 Q f� AFTER RECORDING MAIL TO: Name 11.-VII■ics 5041A-Nc> Address s -22 st City. State. Zit) pjklikk A C ted42. * Filed for Record at Request of: Alci-l Er 1...Stz*,P•MAIKIA QUIT CLAIM DEED THE GRANTOR(S) 9ILAAsjo „e"12.v.12.-Lia for and in consideration of C491%,4,FL.ST lerti O PA11-ks conveys and quit claims to ( cy e 1tA4,1 the following described real estate, situated in the County of g state of Washington, together with all Mier acquired title of the grantor(s) therein: e<j V 7 � a. Assessor's Property Tax Parcel/Account Number: Dated: AAA keL4 1 017,007 4 00 1 e . BY STATE OF Wa6A Ingfon COUNTY OF King I certify that 1 know or have satisfactory evidence that 1 ;4 0.c.).2.6, By By Work) Soriano-Lucero ••• 510N (is/are) the person(*) who appeared before me, and said person(*) acknowledged that (helshoOdseff signed this instrument, on oath stated that (he/sheithey) (is/ase4 authorized to execute the instrument and acknowledged it as the 0/„thie of 2 C/2 6 5 ) 33„1 st to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. Dated' rCh 70 DI a 14i2- - 1617"- Notary Public in and for the state of tat 5 /I ill/40/1 My appointment expires: 6 --08 LPB-12(c) 7/97 QUIT CLAIM LEGAL DESCRIPTION THAT PORTION OF LOT B, KING COUNTY BOUNDARY LINE ADJUSTMENT NO. 8904026 AS RECORDED UNDER RECORDING NO. 8908011223, RECORDS OF KING COUNRT, LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 24 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, LYING SOUTH OF THE NORTH MARGIN OF SOUTH 133 STREET(AKA GLENWOOD AVE) AS DEDICATED ON THE PLAT OF RIVERTON ACRE TRACTS ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE 100 IN KING COUNTY, SAID NORTH MARGIN BEING PARALLEL AND 30.00 FEET DISTANT FROM THE FOLLOWING DESCRIBED CENTERLINE; COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 16, BEING A CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF S 136 ST. AND 32 AVE. S., THENCE N 01 °32'30' E ALONG THE EAST LINE OF SAID SUBDIVISION AND 32 AVE. S. A DISTANCE OF 970.82 FEET MORE OR LESS TO THE INTERSECTION OF S. 133 ST.; AND THE POINT OF BEGINNING OF THIS DESCRIBED CENTERLINE; THENCE N 89 °59'33" W ALONG THE CENTERLINE OF SAID S. 133 ST. A DISTANCE OF 965.3 FEET MORE OR LESS TO THE INTERSECTION WITH MILITARY RD S. AND THE TERMINUS OF THIS DESCRIBED CENTERLINE; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING AND STATE OF WASHINGTON. NINE CEI JOB NO: 26211 DATE: 03 -02 -07 REV: 04 -20 -07 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 1425) 392 -8055 Fax: 1425) 392 -0108 EXHIBIT A \ I , ! .rr..rrrrrrrr..rr rrrrw ," \..........w........\..., 9A F W .IL r :co • • N89'52'22 "E 70.54' 1 ♦ T 1 ; 1 1 1. / 1 N89'59'33' SHED N0O'09'08 "W 10.00' CENTERLINE PER REC. OF SURV. VOL.101, PG.255 GRAPHIC SCALE 0 15 30 1 ( IN FEET ) 1 inch = 30 11 N89'52'22 "E N89'52'22 ° E 160.54' AREA TO BE QUIT- CLAIMED TO THE CITY OF TUKWILA N89'59'33 "W 965.30' N89'52'22 "E S. 133RD ST, CENTERLINE PROPORTION METHOD EXPIRES: 12/14/ rt� - Z ° QUIT CLAIM EXHIBIT CITY OF TUKWILA SP L06 -058 SE 1/4, NE 1/4, SEC 16, T 23 N, R 04 E, W.M. FND KC MON 9 ^ 10 (07- 29 -06) 16 90.00' 3. 138TH ST. FND KC MON (07- 29 -06) W O M N O z 15 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 Copyright 0 1999 Concept Engineering, Inc. All rights reserved. DWN. BY D VR CHKD. BY DLH DATE 4/20/07 SCALE 1" = 30' JOB NO. 26211 SHEET 1 OF 1 Part A: (To,Be G ompletedby Applicant) Purpose of Certificate: ❑_ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: W Residential Single Family ❑ Residential Multi -Famil ❑ Commercial ❑ Other Applicants Name: c0 R I {-►.1b S ' E., v / N p / M i hone: 4a 3 L f - .2../ Property Address or Approximate Location: r Tax Lot Number: 2-9 2- L S • (33 `"7 10100 -6Z(/' Legal Description(Attach Map and Legal Description if necessary): t o Pa r B: (T Be Sewer Agency) 1. 51 a. Sewer Service will be provided by side sewer connection only to an existing 6 11 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 51 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 100 a. District Connection Charges due prior to connection: GFC: $ P 77 SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: cq 7equired Required ❑ May c. Other: SPC 1 be a er be e— r�'i'KCn r fV ENV1RONMEN1 4 d ,qA .�..rt' By /44t Title 14816 Militarkoad South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 6` x /06 RECEIVED AUG 11 7006 COMWJ:vi1Y DEVELOPMENT CjNJr PI 1 CAA W 14 > 'Z D Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I her •y certify that the above sewer agency information is true. This certification shall be valid for one year fro - date of signatur Date • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 a ' • owled : e I have received the Certificate of Sewer Availability/Non - Availability and this Attachment, ly u ersta d the erms and conditions herein. J fkih�fTJi/)i4 il CITY OF TUKWILA Community Development Department Permit Center 6300 Soothcenter Blvd., Suite 100 Tukwila, WA 98188 Site address (attach map and legal description showing hydrant location and size of main): 2- St. G ig (6PS Vehicular distance from nearest hydrant to the closest point of structure is ft. Area Is served by (Water Utility District): 1 2 - 5 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district J%lJ 4_ . (Use sepwate sheet ff mum roan is needed() 1 hereby certify that the above information is true and correct V3pptca►bnstwater avaiiabisty (7-2003) Printed: 9.18.03 Permit Center/Building Division: 206-431 -3670 Public Works Department: 206 - 433-0179 Planning Division: 206 -431 -3670 PERMIT NO.: �� r v a..� ✓ rte- y �' p Z a r`r Ry r t i,�;,st�� � • ' fi ` �� 2:• � ' l.',�1�:1���'":; Zit", �` �r�t+ nt��'' �i�.�''}�'� ?j;�r���u'�n�•���i.: tr• ame: L INo 0 Address: 1 7 , y 22' • P•ne. ,: Krr ,r " fin' "ri+ �.s+.;,; ^ ^b S �*fl.r{ t . 7 ��"f�n��!%n►°i'�:�i.�C•`:- .L:c.;,�ALi�»mr,.�S'}i', '� ,. +:'.,s�:re> �s�'Y ,ne:4rLr_ 4..a le This certificate is for the purposes of ❑ Residential Building Permit Preliminary Plat zg Short Subdivision ❑ Commercial/Industrial Building Permit g Rezone ❑ Other Estimated number of service connections and water meter size(s): 1 (ClJ e) d'u L H of & Date of � � aa ".� °C� �:' " v r �q '�Q� r^ Z4 ' * �w . :u�� �L'. �J' 7,ri= ' `t ,. : �x MArttEMZEM SIVO'Fy'su't? WHIS MCi.....� Jaila�. 1. The proposed project Is within 0 k LJT / / 4 r 1 Wq (City /County) 2. Q'F10 improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan of to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements Bated above, water can be a will be evallable at the site with a flow of gpm at 20 pal residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: pteble service can be provided to this project A cceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. • RECEiV AUG 11 2006 co DB EOP Tiv not 7 — 2--06 Date vis 1 � ) off Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E- »tail: tukalan(ci.tukwila.wa.us Al'IN'DAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. 1 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 2.q2 f S 1 3 3 Sit' - rtL c h) 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 Toss 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. EXECUTED at f 1/J (f / /�it (city)(4' (state), on S " //' — 62 6 , 20 On this day personally appeared before me 1 I 14 1 ' Y) .oIr irnO ),U ee0to me known to be the individual who executed the foregoing instrument and acknowledged that heishe signed the same as his /her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS / 1 111 DAY OF • ss My Commission expires on RECEIV 'AUG 11 2006 (Print Name) (Address) 7 GU re. U)ei / e L�Gc P 00—b j— t NOTARY PUBLIC inand for the Site of Washington residing at j .mil C- 0 ,5'1-/ • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplannci.tukwila.wa.us -7 LP , t4tvullivc. , t ) SHORT PLAT (P -SS) IN FORMATION, A short plat (or short subdivision) is the division of property into nine (9) or fewer lots. City review is required to ensure that development and infrastructure requirements are satisified, the action is consistent with the Tukwila Comprehensive Plan, and the plat is properly recorded. REQUIREMENTS: The City has extended the range of administratively approved short plats from 1 -4 lots, to a maximum of nine (9) lots. However, short plats of 5-9 lots are required to provide public notice, environmental review and development standards specified for subdivisions (creating over nine lots). PROCEDURE: Within 28 days of receiving your application, City staff will determine if it is complete based on the attached "Complete Application Checklist". If not, you will be mailed a letter outlining what additional information is needed. Short plats are reviewed by the Short Plat Committee in a four step process. 1. Preliminary approval: Approval of lot patterns, access and infrastructure schematic design. 2. Construction permit approval: Approval of detailed construction drawings (if applicable). 3. Installation of required improvements. 4. Final approval and recording: Final City approval of all construction, City Council acceptance of any infrastructure or property to be tumed over to the City and recording with King County. Final documents must meet the King County Recorder's Format requirements. Applicant may apply to defer certain on -site improvements until after recording the final short plat, due to project phasing or engineering considerations. The applicant shall include a list of specific deferred improvements, a cost estimate from the contractor who will do the work and a financial warranty equal to 150% of the cost. The warranty may be cash, an assigned savings account or an irrevocable letter of credit. Short Plat Committee decisions are based upon the following criteria: (TMC 17.12.020.C) CRITERIA FOR PRELIMINARY APPROVAL OF SHORT PLATS: The Short Subdivision Committee shall base its decision on an application on the following criteria: 1 The proposed Short plat is in conformance with the Tukwila Comprehensive Plan and any other such adopted plans. 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary sewage disposal for the short plat, which are consistent with current standards and plans. 3. Appropriate provisions have been made for road, utilities and other improvements, which are consistent with current standards and plans. 4. Appropriate provisions have been made for dedications, easements and reservations. 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. 6. Appropriate provisions for the maintenance of commonly owned private facilities have been made. 7. The short plat codes with the relevant requirements of the 110vila Zoning Ordinance and other relevant local regulations. (TMC 17.12.030(c)) CRITERIA FOR FINAL APPROVAL OF SHORT PLATS: 1. All requirements for short plats as set forth in the Subdivision Code are met. 2. All terms of the preliminary short plat approval have been met. 3. The requirements of Chapter 58.17 RCW, other applicable state laws, and any other applicable City Ordinances have been met. 4. All required improvements have been installed in accordance with City standards or an improvement agreement with financial guarantee pursuant to TMC 17.24.030 has been entered into by the applicant and accepted by the City. 5. That the plat is technically correct and accurate as certified by the land surveyor responsible for the plat. Check items submitted with application Information Required May be waived in unusual cases, upon approval of both Public Works and Planning C APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. AUG 2. Completed Application Form and drawings (4 copies). co,W 3. One set of all plans reduced to 8 1 /2" by 11 ". UtVE . 1 4. Application Fee — up to 4 lots in LDR $500, other zones $1,000 -- 5 to 9 lots in all zones $1,000 t 5. SEPA Environmental Checklist (for 5-9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: N/A, 6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). N/ 7. If the project involves a short plat of 5 —9 lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple- family buildings - -e.g. apartments, condos, trailer parks - -must be included (see SEPA Application) NIA 8. If the project involves a short plat of 5 —9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: 10. Vicinity Map with site location. 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing. N i 12. Document sewer and water availability if provided by other than the City of Tukwila. 13. A written discussion of project consistency with decision criteria (see Application). C7 14. Any required maintenance agreements, easements or other documents ready for recording. 1 11/4 r- 15. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. M C /Y A I� ` 16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland or geotechnical reports. Wet ) 17. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). EIVED 11 2006 MUN17y 01:WENT Check items submitted with application Information Required May be waived in unusual cases, uponproval of both Public Works and Planning alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format 18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) The final plat documents must include all applicable certificates and approvals listed in the "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn- arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location. dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. LANDSCAPE PLAN: for 5 -9 lot short plats N/A. 19 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". ��l I l/A (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: N t 20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all trees over 4" caliper, indicating those to be retained. (d) Show proposed lot and tract lines. CIVIL PLANS: 21. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". ki (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. Check items submitted with up 17ion ler Information Requi red May be waived in unusual cases, uponproval of both Public Works and Planning Total existing lots prior to Short Plat. (c) Existing (dashed) and proposed (solid) topography at 2 inten (minimum 20 ft. beyond the property line). Ilk; (d) Total expected cut and fill for plat buildout. tit IX (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. . / frc / (f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures. maintenance access and safety features. Any preexisting uses? (g) Locate the nearest existing hydrant and all proposed hydrants. Overall density (lots /acre). (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show planned access to lots, driveways, fire access lanes and turn - arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. v (1) Show proposed lot and tract lines. Information Required. Response Total existing lots prior to Short Plat. Total lots in this Short Plat. Total acres involved in the Short Plat. Constraints (sensitive area, right of way, retention /detention areas) in acres or sf. Any preexisting uses? Overall density (lots /acre). GROWTH MANAGEMENT ACT REQUIRED INFORMATION • AP ) 11_,ICATION NAME PROJECT/DEVELOPMENT: S1 L A Nd 5t I / 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. - 2-67 S 1 "- f ) - )GGO-b -24, Quarter: iv L Section: 14p Township: 77 Range: (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: JU ( (- 1-0V A.4Q -� Address: '24)0 2, qita1. ?L. S� 1 1e.�� l Wo( . elg2493 Phone: 42-g' — it 4) Signature:6 r'°• CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail.' tukplanOci.tulwvila.wa.us • FAX: 4 2-5 - 7 Date: gr/ o 0 c SHORP PLAT A UG 11 2006 (PS pa O b OF FOR STAFF USE ONLY Sierra Type: P -SS Planner: File Number: L06 —0 5 8 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: • AP ) 11_,ICATION NAME PROJECT/DEVELOPMENT: S1 L A Nd 5t I / 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. - 2-67 S 1 "- f ) - )GGO-b -24, Quarter: iv L Section: 14p Township: 77 Range: (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: JU ( (- 1-0V A.4Q -� Address: '24)0 2, qita1. ?L. S� 1 1e.�� l Wo( . elg2493 Phone: 42-g' — it 4) Signature:6 r'°• CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail.' tukplanOci.tulwvila.wa.us • FAX: 4 2-5 - 7 Date: gr/ o 0 c SHORP PLAT A UG 11 2006 (PS pa O b OF CONCEPT ENGINEERING, INC. -46/ 455 Rainier Boulevard North Issaquah, Washington 98027 wee,, (425) 392 -8055 Fax: (425) 392 -0108 1 PRELIMINARY TECHNICAL INFORMATION REPORT FOR THE SORIANO 2 -LOT SHORT PLAT Location: 2926 S. 133 Street Tukwila, Wa. 98168 Applicant: Michael F. Hoffman 2808 94 M. S.E. Everett, Wa. 98208 Dated: August 30, 2006 Prepared By: Brian Tucker, Civil Designer Checked By: Mark J. Rigos, P.E. CIVII. ENGINEERING / SURVEYING / LAND USE PLANNING \ \CE \V01-1 \ DESIGNER \AUTOCAD \YROJEC'TS\2006\2621 I `Engineering\\Analysis -Calcs \Documents \H'oid \TIR\2621 1. flR.doc FIECEIVED CITY OF 1( i ;Ct,NT1 A AUG 3 n PERMIT CL. Technical Information Report Soriano 2 -lot Short Plat LIST OF FIGURES TIR WORKSHEET FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 5: FIGURE 6: FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 12: FIGURE 13: FIGURE 14: FIGURE 15: APPENDICES P:\2006\262I I\ Engine cnng\Analy sis .CJI6.1)ootmcnls\WOrd \[IR\2621 LTIR.doe TABLE OF CONTENTS TABLE OF CONTENTS 1 LIST OF FIGURES 1 I. PROJECT OVERVIEW 3 II. CONDITIONS AND REQUIREMENTS SUMMARY 3 III. OFFSITE ANALYSIS 4 IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 6 A. Existing Site Hydrology 6 B. Developed Site Hydrology 7 C. Performance Standards 7 D. Flow Control System 7 E. Water Quality System 7 V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN 8 VI. SPECIAL REPORTS AND STUDIES 8 VII. OTHER PERMITS 8 VIII. CSWPP ANALYSIS AND DESIGN 9 IX. BOND QUANTITIES, FACILITIES SUMMARIES, AND DECLARATION OF COVENANT 12 X. OPERATIONS AND MAINTENANCE MANUAL 12 VICINITY MAP ASSESSOR'S MAP USGS TOPOGRAPHIC MAP WETLANDS MAP STREAMS AND 100 -YEAR FLOODPLAINS MAP EROSION HAZARD AREAS MAP LANDSLIDE HAZARD AREAS MAP SEISMIC HAZARD AREAS MAP COAL MINE HAZARD AREAS MAP DRAINAGE COMPLAINTS DRAINAGE COMPLAINTS DOWNSTREAM DRAINAGE MAP DOWNSTREAM DRAINAGE TABLE DOWNSTREAM DRAINAGE TABLE DOWNSTREAM DRAINAGE TABLE FIGURE 16 -19: SMALL SITE DRAINAGE REVIEW ASSESMENT APPENDIX A: FIGURES APPENDIX B: FACILITIES SUMMARY APPENDIX C: ESC CALCULATIONS APPENDIX D: STORM DRAINAGE CALCULATIONS APPENDIX E: BOND QUANTITIES APPENDIX F: DECLARATION OF COVENANT APPENDIX G: OPERATIONS AND MAINTENANCE MANUAL Tukwila, WA August 24, 2006 (Not available at this time) (Not available at this time) (Not available at this time) (Not available at this time) (Not available at this time) (Not available at this time) (Not available at this time) Technical Information Report Soriano 2 -lot Short Plat I. PROJECT OVERVIEW This TIR was prepared for the development of a 2 -lot short plat. This TIR is accompanied by the short plat application. A T IR i s r equired b y T ukwila for a s hort p lat application. T his T IR i s preliminary, because the project will likely not trigger "Full Drainage Review ". The site is located at 2926 S. 133 Street, Tukwila, Washington. The site is bounded to the south by S. 133 Street, and residential lots on the east, west, and north sides. For the most part, the development area slopes from west to east with the low point along the east property line. The location of the site, proposed impervious surface area, and project type meets 1998 King County Surface Water Design Manual's (SWDM) criteria for `Small Site Drainage Review'. The site is located within a King County level 1 flow control area. The area is also designated for Basic Water Quality Treatment per the King County Water Quality Map. The SWDM establishes methodology and design criteria used for this project. II. CONDITIONS AND REQUIREMENTS SUMMARY There aren't any project specific conditions at this time. The SWDM's Core requirements and Special Requirements do not need to be addressed since the site will not be evaluated for "Full Drainage Review ". III. OFFSITE ANALYSIS This Level 1 Offsite Analysis is prepared per SWDM's Core Requirement #2, Section 1.2.2. Core Requirement #2 requires a qualitative analysis of upstream and downstream drainage conditions. TASK 1: STUDY AREA DEFINITION AND MAPS: See Section I. Project Overview of this report for a detailed Study Area Definition. Figure 1 - Vicinity Map Figure 2 - Assessor's Map Figure 3 - USGS Topographic Map TASK 2: RESOURCE REVIEW: Figure 6 - Wetlands Map Figure 7 - Streams and 100 -Year Floodplains Map Figure 8 - Landslide Hazard Areas Map Figure 9 - Erosion Hazard Areas Map Figure 10 - Seismic Hazard Areas Map The King County Sensitive Areas Map Folio for wetlands, streams, 100 -year floodplains, landslide hazard areas, erosion hazard areas, seismic hazard areas, and coal mine hazard areas were reviewed and this site does not contain these areas (please see appendix for these maps). 3 P:\2006\2621 I \ Engineering\Analysis- Calcs\Documents \Wor I .TIR.doc Tukwila, WA August 24, 2006 Technical Information Report Soriano 2 -lot Short Plat TASK 3: FIELD INSPECTION: Tukwila, WA August 24, 2006 The site lies within one drainage basin. At the time of our 8/18 /2006 - downstream analysis the temperature was 70 degrees Fahrenheit and clear. The time was 12:00 pm. The last two months have been dry and hot with temperatures in the lower 70's to upper 90's without any significant rainfall. The site slopes gradually to the east. Much of the precipitation that falls on the 0.32 -acre site is absorbed by vegetation or naturally infiltrates onsite. In larger storm events, runoff could form and sheet flow across the east and south property lines. The site's low point is along the east property line. This is where our downstream analysis begins. TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS: Upstream Analysis: The westerly property line is bordered by one single - family residence. Upstream of that is Military Road with ditches on both sides. Stormwater that leaves the westerly property may sheet flow upon the proposed project site. There is no other drainage tributary contribution. For future development of the subject site we recommend placing an interceptor trench just inside the west property line to collect upstream runoff and safely convey away from future improvements. Downstream Analysis: The site slopes gradually to the east. Precipitation that does fall and accumulate will sheet flow across the site into the easterly portions of the site. Because some water does appear to flow south, this is where our downstream analysis begins. Water was not observed in the downstream system until A -17. Commencing at the southeast comer of the site, stormwater enters a ditch that runs west to east along the north side of S. 133 Street. Once in the ditch, flows enter a 12" dia. concrete pipe which directs flows towards the east for approximately 100' where they outlet on the eastside of the driveway for a house that is addressed as 2934 (A -1). The next segment consists of a 2' deep ditch heavily vegetated with dry field grass. Flows continue east in ditch for approximately 48' (A -2). Flows then enter a 12" concrete pipe under a driveway for a house addressed as 2936 (A -3). Flows continue in the pipe for approximately 26' where they then discharge into a roadside ditch. This ditch is approximately 3' wide and 2' deep (A -4). Flows travel in the ditch for approximately 16' where they then enter a 12" concrete pipe at the west side of the intersection of 30 Pl. S. and South 133 Street (A -5). Flows continue in the pipe for approximately 32' where they then discharge into another roadside ditch. The ditch is approximately 3' wide, 2' deep continuing to flow east. The ditch is approximately 56' long (A -6). Flows then enter another 12" concrete pipe and continue traveling east for approximately 40' (A -7) where they discharge into a roadside ditch. Flows travel east in the ditch for approximately 45' (A -8) where they discharge into a 12" concrete pipe under the driveway for a house addressed as 3114. Flows continue east for approximately 40' (A -9) where they discharge into a roadside ditch. The ditch continues to convey flows east for approximately 52' (A- 10). This ditch is approximately 3' wide and 2' deep. At the end of the ditch, a 12" concrete pipe intercepts the water and conveys it for approximately 136' (A -11) where it then discharges runoff into a roadside ditch at the SE property corner of a house addressed as 3130. Flows continue east in the roadside ditch for approximately 4' (A -12) where they then discharge into a 12" concrete pipe. Flows are conveyed in the 12" pipe for approximately 54' (A -13) where they then discharge into an existing type I catch basin. Water was observed in the bottom of the catch basin. This catch basin is located at the northwesterly corner of the intersection of 32 Ave. S. and S. 133 Street. Flows are then conveyed northerly for approximately 104' in a 12" concrete pipe (A -14) and discharge into 4 P:\2006\262 I I \Engineering \Analysis -Calcs \ Documents \ Word \TI R\2621 1.TIR.doc Technical Information Report Soriano 2 -lot Short Plat Tukwila, WA August 24, 2006 a type I cb located at the N.E. comer of house addressed as 13223. From this catch basin, flows are conveyed northerly for approximately 88' in a 12" concrete pipe (A -15) where they enter another catch basin type I. From this catch basin, flows are conveyed northerly for approximately 40' (A -16) in a 12" concrete pipe where they then enter another type I catch basin located at the SW corner of a house addressed as 13201. Flows continue northerly in a 12" concrete pipe for approximately 60' (A -17) w here t hey e nter a nother c atch b asin located a t t he N.E. property corner of the house addressed as 13201. This catch basin also receives flows from the west. At the time of the investigation water was observed pouring out of this pipe from the west. Flows turn easterly and cross 32 Ave. S. for approximately 32' (A -18) and enter a type H catch basin w /round lid in front of a driveway for house addressed as 13200. Flows continue east for approximately 126' (A -19) between two houses addressed as 13200 and 13202 and discharge at the rear property lines into a ditch. From the discharge point, flows continue east in a 2 -3' wide by 1 -2' deep grass lined ditch for apporximately 120' (A -20) and discharge into another ditch which flows south to north along 33 Ave. South. Flows turn northerly at this point and flow for approximately 24' (A -21) where they enter a 12" concrete pipe under a driveway for a house addressed as 13049 .The pipe conveys flows north for approximately 24' (A -22) and discharges into a roadside ditch with water flowing in the bottom. Ditch has a sandy bottom with algae growing on the sides appearing as though this may be a year round stream. Flows continue north for approximately 16' in a 3' wide by 2' deep ditch (A -23) before discharging into a 12" concrete pipe (A -24). Flows continue north in said pipe for approximately 28' where they discharge into a roadside ditch. Flows continue north in the roadside ditch for approximately 44' (A -25) before entering another 12" concrete inlet. The second drainage path consists of stormwater that leaves the site in an east to northeasterly direction. Flows travel this direction for approximately 500' as sheet flow (W -1). No formal drainage systems were observed in this direction. No channels or shallow swales were observed either. Therefore, one can only assume that stormwater sheet flows the entire 500'. From this point it appeared as though some form of conveyance system either pipe network and or shallow ditch collects stormwater (W -2) and directs it east into a catch basin described in (A -17) above. It is of our opinion that these two drainage routes converge within a'' 'A mile. Both (W -2) and (A -17), at the same catch basin. For development of the subject site, if stormwater is to be released from the site we recommend it be discharged to the south in the roadside ditch. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology (Not available at this time) B. Developed Site Hydrology (Not available at this time) C. Performance Standards (Not available at this time) 5 P:\2006\2621 1 \Engineeri ng\A na lys is -Calcs \Documents \Word \TIR\2621 1. TI R. doc 6 P:\2006\2621 I \ Engineering \Analysis - Calcs\Documents\ Word \TIR\2621 1.TIR.doc Not available at this time. Tukwila, WA August 24, 2006 Technical Information Report Soriano 2 -lot Short Plat VIII. CSWPP ANALYSIS AND DESIGN Part A. ESC Plan Analysis and Design Not available at this time. Part B. SWPPP (Stormwater Pollution Prevention and Spill plan) All potential pollutants aside from sediment shall be used and disposed if in a manner that will not cause contamination of stormwater. Potential pollutants that may be present on -site include: Petroleum products (fuel, equipment, lubricants, hydraulic fluid, oils) Concrete Paints Fertilizers The above materials, and any other materials used on site that have the potential to cause contamination, will be stored, used, managed, and disposed of in a manner that minimizes the potential for exposure to the environment, specifically to stormwater. IX. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT Not available at this time. X. OPERATIONS AND MAINTENANCE MANUAL Not available at this time. 7 P:\2006\2621 1 \Engi neering\A nalysis -Calcs \Documents\ Word \TI R\2621 1.TI R. doc Tukwila, WA August 24, 2006 Technical Information Report Soriano 2 -lot Short Plat P:\2006\262I I \Eoginttring\ Analysis- Cal.\Docunnnts\ W ord\T lR\2621 1. T IR.doc APPENDIX A FIGURES Tukwila, WA August 24, 2006 King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Micheal F. Hoffman Address 2808 94 PI. S.E. Phone (425) 344 -8218 Project Engineer Mark J. Rigos Company Concept Engineering, Inc. 455 Rainer Blvd. North, Issaquah WA, 98027 Address/Phone (425) 392 -8055 Part 3 TYPE OF PERMIT APPLICATION Subdivision X Short Subdivision Grading Commercial Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Riverton Heights Drainage Basin Duwamish River Part 6 SITE CHARACTERISTICS River Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes P:\ 2006\ 26211\ EngineeringW naiysis -Caics \Documents \Word\TIR\26211 kc tir worksheet.doc Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Soriano 2 -lot short plat Location Township 24N Range 04E Section 16 Part 4 OTHER REVIEWS AND PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other Floodplain Wetlands Seeps /Springs High Groundwater Table Groundwater Recharge Other Part 7 SOILS Soil Type Slopes Nntldentified hySCS Erosion Potential Erosive Velcoties Additional S heets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT Additional S heets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities StabilizedCnnstr►►ctinn Entran .e perimeter R unnff C nntrnl Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION S lahilize F xpns ed S urfare Remove and R PStnre Terrrnrary FCC. Farilitiet Clean and R emove All Silt and nehriz Ensure nperatinn nf Permanent Facilities Flag Limits of SAO and open space preservation areas Other P:\ 2006\ 26211 \Engineering\Analysis -Calcs \Documents \Word \TIR\26211.kc tir worksheet.doc Part 10 SURFACE WATER SYSTEM Grass Lined Tank Infiltration Channel Small Site BMP Vault Depression Pipe System Compensation /Mitigation Energy Dissapator Flow Dispersal on of Eliminated Site Open Channel Storage Wetland Waiver Dry Pond Stream Regional N/A Wet Pond Detention Brief Description of System Operation Not available at this time. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall Rockery> 4' High Structural on Steep Slope Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under 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. 7\./ q30/ Signed!Date P:\2006\26211 \ Engineering \Analysis -Calcs \Documents \Word \TIR\26211.kc tir worksheet.doc Method of Analysis Part 12 EASEMENTS/TRACTS Drainage Easement Access Easement Native Growth Protection Easement Tract Other bbb t....51;1150 ,ST e g 2O S 152ND INE MT: I ER ,VLIAL ;. H 129TH rr ST , t/ 1 " 130TH ST 24"/ S 130TH PL S OM 5 13151 Kf S MLR ST 1200 1251H r ` ST I • 2700 ff 28TH si \ HIGH!. INE ,,, SPECIALTY .A 111 CENTER -- cn A 0 .125 .25 .375 5 . _ miles 1 in. — 1900 ft. SI I 6 25 IAI FIGURE 1: VICINITY MAP LLA0002 -93 0 2065440 ]1735.0 955 6917.0 00965#. CMS 127310. 0030 9.11 STLLA LL 04 -94 1 163!/1. OW g 9501179004 000 6610#. 0001.6 II 0566 I \ 9701P1 686'25'00'E O 1Z ,0 1A�a '10 ° R 0 0 1123014 112904 10000#. 0147 0M0 0116 100604. 0110 S 133RD ST 129 U10) .139]6'49 E 720010 L96 -004: 6 66 il_13(1}1ffi_ 1388 - ?S' 00'E 1 0 6116#. 6696#. �30 1. �• a o 6217.. 6 65000. 6006. 00012. H 6572 901 SITE 519 4736931 10.67 AC 909 ' 818351+ 10913:08 00 10500 034 654 VA 6500 FIGURE 2: ASSESSOR'S MAP liks % i ll a dtOPM ,„ 150,140.:-/ATIVas 6111:441/8"gr * A" l'ireSir'rtt f. Pie 4f ;r...• Y! NM IIIIII 11• I • ,t om t..�, ;.. • . t i • I 1 • 1 , - '' li I ,;',1-. I -1, /- f 1 .,_,..7 .. , . ....._\-.. . 7 3 - ; -. . I ...: : : , r L 't : ri . : : 3' 1 - ..v .') -.1: - ,,..°) - i i " .: ( ; - 3 1 .- 1 1.4- .. -)::.- 1 I \r 1111.1 Ira „del' „, < ,. rem • ( may . (. E • • • C .n E c0 � c v W. -J ® NM =I NM —, Nis I ameak R jai t A ►1I u igankrraz rf e I� �ali ... = E M M =I M N N I EM MINII E I_ I! t /2 0 M L_ es=.....1 .s9r w #.# L "' prit g ra V t_ ail. fitim omummin The boundaries ')r he lensitive ;reds b's- .3la r :nese -, acs ;re 3pc'3x1 - late. -ado C coal sensi4 :ve 3reas :nai 'lave not , ;d 1. d ^ay be 3resent an a level- ;orre''t erocosal site. Where d'rferenc s . ur oetween ,vnat is :!JStr3ted on these .11aps and the site conditions. :he actual cre- ence or .sosence on :he site tne sensitive area - as , 'lerined 7n :he Sensitive Area Ordinance - Is the legal control. See wetlands and •andslide hazard maps for additional 3otentlal seismic hazard .areas: Wetlands and landslide areas are susceptible to failure during earthquakes. Other seismic hazard areas not shown on the r"ap are shorelines underlain by lacustrine sediments; these are susceptible to liquefaction, - Seismic Hazard Areas 3 �• c Duwamisn FIGURE 8: SEISMIC HAZARD AREAS MAP • IMIll NM NM I ME ME M NM M M 11.11 r - M s ,1 )%i. L.1. LUUU I I . //Aril I \II'40 1U. Vt.R0 I111 lr 1 // King County Water and Land Resources Division - Drainage Services Section Cordpiaint Search Printed : 08/23/2006 8:21:05 AM Complaint Type Type of Problem Address of Problem Number Coda Comments Bros Page 1977 -0019 C FLDG 3717 S 128TH ST WEST OF TUKWILA/EAST OF RIVERTON H 66502 1980 -0011 C DRNG 2800 S 135TH ST CLEARING SHORT PLAT #878024 65502 1981 -0095 C FLDG 13264 38TH AVE S 65502 1981 -0099 C STREAM 13523 37TH AVE S DRIED -UP 65502 1981 -0108 C DRNG 2932 S 135TH ST POND ELIMINATED 65502 1982 -0005 S 13242 40TH AVE S STUDY 65502 1982 -0200 C 12802 37Th AVE S STREAM DRIED -UP 65502 1982 -0221 C DRNG 13708 37TH AVE S FROM CONDO DEVELOPMENT 655D2 1982 -0226 C FLDG 2808 S 135TH ST 85502 1982 -0227 C FLDG 3206 S 128TH ST 65502 1982 -0237 C FLDG 2705 S 133RD ST 65502 1982 -0364 C FLDG 13242 40TH AVE S @ S 132ND /40TH AVE 8 655D2 1983 -00 CL 13242 40TH AVE S CLAIM #8395 655D2 1983 -00 5 13242 40TH AVE S S 655D2 1983 -0154 C FLDG 13307 35TH AVE S 65502 1983 -0165 C FLDG 2705 S 133RD ST 65502 1983 -0209 C FLDG 13700 37TH AVE 8 65502 1983 -0218 C FLDG 3522 8 130TH ST TUKWILA 65502 1983 -0224 C FLDG 3245 8 136TH ST 655D2 1983 -0233 C SR a S 135TH ST FILL & GRADING/RIVERTON HTS 655D2 1983 -0242 C EROSION 13224 34TH S RIVERTON AREA 65502 1983 -0243 C DRNG 13855 38TH S PONDING 655D2 1983 -0245 C DRNG 13341 34TH AVE S PONDING 655D2 1984 -0117 C DRNG 2901 S 128TH ST 65502 1984 -1033 C DITCH 13242 40TH AVE s 65502 1985 -0501 R SEE #85 -0321 655D2 1986-03D4 C DRNG 13500 40TH AVE S DEBRIS IN DRNG SYSTEM 65502 1986 -0304 E DRNG 13500 40TH AVE S PROB CRTD 65502 1986 -0547 C DRNG 3501 8 130TH ST Crd Enf W/BALD 655D2 1986 -0559 C DRNG 3017 S 133RD ST INCREASED FLOW 655D2 1986 -0752 C DRNG 3501 $ 130TH ST SEE #86 -0547 BRAZIER 655D2 1986 -1196 C FLDG 3227 S 136TH ST BASEMENT 655D2 1987 -0286 C TRFR. TO RD. MT. - DIV 3 65502 1987 -0465 X DRNG 3418 S 126TH ST COMPLAINT FROM RIVERTON COMMUNIT 65502 1987 -0695 C DRNG 3245 S 136TH ST SEE 87 -1092 WATER PUMPED TO GUTTER 65502 1987 -0712 C FLDG 2801 S 135TH ST PVT PIPE PLUGGED 89 -0130,0724 65502 1987 -0712 EH FLOODING CIY S -T 65502 Page 1 of 2 FIGIJRF, 1 11: DRAINACF. crimpir . AT‘TTc • IJ• L 1! V I I. 1.) 1 'MI Complaint Type Type of Problem Number Linde 1987 -0712 ER FILL 1987 -1092 C 1987 -1092 EH S -PUMP 1987 -1092 ER 1988 -0002 C DRNG 1988 -0244 C DRNG 1988 -0250 C FLDG 1988 -0743 C DRNG 1988-0743 ER FLDG 1988 -0749 C DRNG 1988 -0750 C DRNG 1988 -0751 C DRNG 1989 -0130 C DRNG 1989 -0293 DRS FLOODING 1989 -0606 C FLDG 1989 -0642 C DRNG 1989 -0724 C DRNG 1989 -0724 SR DRAINAGE 1989 -0751 C DRNG 1989 -0751 E DRAINAGE 1989 -0751 ER DRAINAGE 1990 -0064 C FLDG 1990 -0423 C EROSION 1990 -0426 C DRNG 1990 -0525 C DRNG 1990 -0526 C DRNG 1990 -0584 C DRNG 1990 -0584 E DRNG 1990 -0691 CL FLDG 1990 -0856 C DRNG 1990 -1030 C CULVERT 1991 -0121 C PLGD DRN 1991-0218 C DRNG 1991 -0349 C DRNG 1991 -0598 C FLDG 1991 -0685 X DRNG 1991 -0894 X DRAINAGE 2801 S 135TH ST 3507 s 130TH ST 3017 S 133RD ST 3507 8 130TH ST 13308 35TH AVE 13308 35TH AVE 13353 35TH AVE 3406 S 135TH ST 13359 35TH AVE 2815 S 135TH ST 13031 13031 2815 2815 13045 13045 13024 13215 2700 2019 10300 13661 13661 2705 13804 13812 13804 13320 13661 13505 2819 2819 I\ 1 I IL 1 ri U L• \J. T! L l \U Address of Problem 33RD AVE 33RD AVE S 135TH ST S 135TH ST 33RD AVE 33RD AVE 23RD MILITARY RD 5 133RD ST S 363RD PL SW 228TH ST MILITARY RD MILITARY RD S 133RD ST 29TH AVE 29TH AVE 29TH AVE 27TH AVE MILITARY RD 32ND AVE S 135TH ST 8 135TH ST 1• it j / Page 2 of 2 Comments Tbros Page BALD LD AGENT, SPT BALD GRDG. (REF:87 -0695 WILLIAMS) VLTR TO COR BY CMDT. (REF :87 -0695 WILLIAMS) HILLSIDE EROSION 88- 0752,0547 13332 MILITARY RD/ NEIGBOR WATER INFO ON DRAINING LOT 88 -0002 S GRARAGE FLOODED S MET LAST YEAR(IntAcByCmDt) S WATER FROM ROADWAY ONTO NEIGHBORS' s & FLDG /NEW PAVED DRIVEWAY BARK YARD FLOODING DUE TO SMALL FIL CITY OF SEA -TAC (1,2,1,2,2,0) S MOVED HOUSE INCREASE RUNOFF 89 -06 s DEVEL BUILDING DITCH 89 -0606 FLDG OF YARD FLOODING/FROM ROADS AND NEIGHBOR S ILLEGAL DRIVEWAYS/NO CULVERT ILLEGAL D/WS CITY OF TUKWILLA S CONNECTIONS NO TO STANDARDS S PLUGGED PIPE/STORM 90 -0967 S CONSTRICTING FLOWS 90- 526,691,426 PLUGGED C/B /SEA -TAC/ STORM EVENT PLUGGED DRAIN/ STORM EVENT PLUGGED DRAIN /SHOPBELL STORM S PONDING WATER/RESTRICTION S CITY SEA -TAC NO ACTION FLOODED BASEMENT /CL#12941 S CB NOT DRAINING/DIRT ON ROAD S PLUGGED BY PONDS S PONDING IN BACK YARD S WATER FLOWS TO BACKYARD s POND GROWING LARGE/PLUGGED PIPE S FLOODED BASEMENT CCF# SWM 0509 /FILL IN OF DEPRESSION CCF# 891 -7 /ILLEGAL FILL 65502 65502 65502 65502 655D2 65502 655D2 65502 65502 655D2 655D2 65502 655D2 65502 655D2 65502 655D2 655D2 655D2 65502 65502 65502 65502 65502 655D2 655D2 65502 65502 65502 65502 655D2 65502 65502 65502 65502 65502 655D2 FIGURE 11: DRAINAGE COMPLAINT Symbol Drainage Component Type, Name and Size Drainage Component Description Slope (approx.) Distance from Site '. Discharge Existing: Problems Potential Problems Observations of field inspector Resource reviewer or resident See map Type: sheet flow, swale, stream, channel, pipe, pond; Size: diameter, surface area Drainage basins, vegetation, cover, depth, type of sensitive area, volume % 1/4 mi = 1,320 ft Constrictions, under capacity, ponding, overtopping; flooding, habitat or organism destruction, scouring, bank sloughing, sedimentation, incision; other erosion . Tributary area, likelihood of problem, overflow pathways, potential impacts A -1 pipe 12" dia. concrete pipe, (flows east) 8% 0 -100' None None No likelihood of problems. Outlets on east side of driveway for house addressed as 2934 A -2 Roadside ditch 2' deep, 2' wide, (flows east) 7% 100 -148' None None No likelihood of problems. Ditch is heavily vegetated with dry grasses. Needs to be mowed. A -3 pipe 12" dia. conc. pipe, (flows east) 7% 148 -174' None None No likelihood of problems. Pipe located under driveway for house addressed as 2936. A -4 Roadside ditch 3' wide, 2' deep, (flows east) 7% 174 -190' None None No likelihood of problems. Shor segment behind a cluster of mailboxes. V A -5 pipe 12" dia. conc. pipe, (flows east) 5 -10% 190 -222' None None No likelihood of problems. Inlet located at the west side of intersection of 30 Pl. S. and South 133` St. A -6 Roadside ditch 3' wide, 2' deep, (flows east) 5 -10% 222 -278' None None No likelihood of problems. A -7 pipe 12" dia. conc. pipe, (flows east) 5 -10% 278 -318' None None No likelihood of problems. A 8 Roadside ditch 3.5' wide, 2' deep, (flows east) 5% 318 -363' None None No likelihood of problems. A -9 pipe 12" dia. conc. pipe, (flows east) 5 -10% 363 -403' None None No likelihood of problems. Pipe located under driveway for house addressed as 3114 A -10 Roadside ditch 3' wide, 2' deep, (flows east) 5 -10% 403 -455' None None No likelihood of problems. Ditch fronts house addressed as 3114 M Basin: Duwamish River OFFSITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 A -11 pipe 12" dia. conc. pipe, (flows east) 5 -10% 455 -591' None None No likelihood of problems. Outlets at SE corner of house addressed as 3130. A -12 Roadside ditch 3' wide, 2' deep, (flows east) 5 -10% 591 -595' None None No likelihood of problems. A -13 pipe 12" dia. conc. pipe, (flows east) 5 -10% 595 -649' None None No likelihood of problems. Flows discharge into type I cb. Water was observed in the bottom of the cb. CB is located at the northwest corner of 32" Ave. S. and S. 133' street. A -14 pipe 12" dia. conc. pipe, (flows north) 5 -10% 649 -753' None None No likelihood of problems. Discharges into cb located at the ne corner of house addressed as 13223. A -15 pipe 12" dia. conc. pipe, (flows north) 5 -10% 753 -841' None None No likelihood of problems. A -16 pipe 12" dia. conc. pipe, (flows north) 5 -10% 841 -881' None None No likelihood of problems. Outlets at cb located at sw cor. Of house addressed as 13201. A -17 pipe 12" dia. conc. pipe, (flows north) 5 -10% 881 -941' None None No likelihood of problems. Outlets at cb located at property line of house addressed as 13201. This cb also recieves flow contribution from the west in 12" conc. Pipe. A -18 pipe 12" dia. conc. pipe, (flows east) 2 -5% 941 -973' None None No likelihood of problems. Pipe outlets into type II cb w /round lid located in front of driveway for house addressed as 13200 A -19 pipe 12" dia. cmp pipe, (flows east) 5 -10% 973 -1099' None None No likelihood of problems. Flows east between two houses addressed as 13200 and 13202. Flows continue to rear property line where the outlet. Actual outfall not observed. A -20 ditch 2' wide 1' deep (rear yard property line) to 3' wide, 2' deep (at edge of roadway. 5 -10% 1099 -1219' None None No likelihood of problems. Flows discharge into existing ditch fronting 33' Ave. S. Outfall location at NE corner of house addressed as 13055. Flows were observed in the bottom. A -21 ditch 3' wide, 2' deep (flows north) 5 -10% 1219 -1243' None None No likelihood of problems. Algae and wetland type plants growing in ditchline. 0 1 • NM OM • MI • A -22 pipe 12" dia. conc. Pipe (flows north) 5 -10% 1243 -1267' None None No likelihood of problems. A -23 ditch 3' wide, 2' deep (flows north) 5 -10% 1267 -1283' None None No likelihood of problems. Overgrown with wetland type vegetation. A -24 pipe 12" dia. conc. Pipe (flows north) 5 -10% 1283 -1311' None None No likelihood of problems. A -25 ditch 4' wide, 3' deep (flows north) 5 -10% 1311 -1355' None None No likelihood of problems. Rocky sandy bottom with wetland type vegetation. W -1 Sheet flow Through yards 5 -10% 0 -500' None None No likelihood of problems. Stormwater sheet flows through yards. No channelin• of stormwater observed. W-2 Ditch (unobserved) Width varies 5 -10% 500 -680' None None No likelihood of problems. Area is forested. Note: within '/< mile of convergence with flows from A -1, intercepting in cb noted in run A -17. W-2 (option) Pipe (pipe inlet observed) 12" conc. 5 -10% 680 -700' None None SEE ABOVE IM Reference Section C: Small Site Drainage Review Assessment/Requirements This table is a flow chart to help assess if a project is eligible for small sites review and if so what specific targeted and /or small sites information must be submitted. FIGURE 16: SMALL SITE DRAINAGE REVIEW Small Sites Drainag ASSESMENT Question Question YES NO 7 Does the site contain or abut a stream, lake, wetland or closed depression outside of the FEMA floodplain and zero- rise floodplain areas AND is the building site >10 feet above the ordinary high water mark for the stream, lake or wetland or >2 feet above the downstream overflow for the stream, lake, wetland or closed depression? DDES may condition the permit for elevation and require a SANT. (Note: sites which meet this threshold may not be allowed this exemption if there is information or additional knowledge that shows this exemption to be inadequate for flood protection. Go to next question. A PE must assess the site per the SWDM minor floodplain and/or closed depression requirements. A SANT will be required. go to next question. 8 Is the site located in a channel migration hazard area? Site must meet channel Go to next question. migration hazard area requirements. A SANT will be required. Go to next question. IL.Go 9 Does the site contain an Erosion Hazard Area? DDES will require a SANT to next question. and erosion hazard area control conditions. Go to next question. 10 Does the site contain or abut steep slopes? The project must be approved by the DDES geologist. The project may be required to provide a geotechnical analysis. The project must meet all geotechnical requirements and a SANT will be required. Go to next question. uo to next question. 11 Does the site contain or abut a Landslide Hazard Area? The project must be approved by the DDES geologist. The project may be required to provide a geotechnical analysis. The project must meet all geotechnical requirements and a SANT will be required. Go to next question. Go to next question. Reference Section C: Small Site Drainage Review Assessment/Requirements This table is a flow chart to help assess if a project is eligible for small sites review and if so what specific targeted and /or small sites information must be submitted. ASSESMENT Small Sites Drainage Reg! FIGURE 17: SMALL SITE DRAINAGE REVIEW Reference Section C: Small Site Drainage Review Assessment/Requirements This table is a flow chart to help assess if a project is eligible for small sites review and if so what specific targeted and/or small sites information must be submitted. FIGURE 18: SMALL SITE DRAINAGE REVIEW Small Sites Drainage Re ASSESMENT Reference Section C: Small Site Drainage Review Assessment/Requirements This table is a flow chart to help assess if a project is eligible for small sites review and if so whgt specific targeted and/or small sites information must be submitted. Question 17 17 Question Can storm water control and water quality issues be addressed with splashblocks, dispersion trenches and/or sheetflow? Can storm water runoff and water quality issues be addressed with a perforated stubout and/or sheetflow? 18 Can storm water runoff and water quality issues be addressed by DDES review staff? (■loT' , 4PPuc-9&E.._ YES DDES will condition and approve the drainage portion of the permit for appropriate runoff control and water quality measures and for any other requirements determined during the review process.. DDES will condition and approve the drainage portion of the permit for perforated stubout and/or other measures and for any other requirements determined during the review process. DDES will condition and approve the permit for appropriate runoff and water quality measures and any other requirements determined during the review process NO Go to next question. It•IFIt, rIZATicN 7-0 gE a VAL-VA - DDES will contact the applicant for additional information to determine if there are other options to address storm water and water quality issues. Go to next question. A 6 � ME M ft1 ✓E> P mus su ml an engineering analysis addressing the concem(s). DDES will condition and approve the permit for appropriate runoff and water quality measures as determined by the engineering analysis and for any other requirements determined during the review process. Small Sites Drainage. Re( FIGURE 19: SMALL SITE DRAINAGE REVIEW ASSESMENT CITY OF TUKWILA KING COUNTY, WA. SHORT PLAT FILE NO. L06 -058 DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be the graphic representation of said SHORT PLAT and the same is made with the free consent and in accordance with the desire of the owner(s). In witless hereof we have set our hands and seals. STATE OF WASHINGTON County of King On this day personally appeared before me Silvine Seri.xne to me known to be the individual who executed the within and foregoing instrument and acknowledged that he /eke signed the some as his/44ep voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 23rd day of Aril 20 07 D' q OT �9 `y�hry Agy Signature: f.LG[l�t. [Z. dJp.dA! oo e 1 a8 .; 4. Name s commissiopned Alice q. Deasy Title /1lo4d ry Dublf a •••••• My appointment expires: b -/A-0 STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual who executed the within and foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned TFUe: My appointment expires: RECORDER'S CERTIFICATE filed for record this _ day of 20 , at In book_ of surveys at page _ at the request of David L Hill Manager Supt. of Records m APPROVALS: Reviewed and approved by the Short ubdlvision ommitgg� and ereby certified filing this 41),:r day of 20v Cahi n, Short Subdivision Committee Legal Description (Old) DEPARTMENT OF ASSESSMENTS: Examined and approved this _ day of 20_ Assessor Deputy Assessor Account Nuymber PUGET SOUND, 6, 2006 AT 8:00 RECORDED UNDER LOT 1, BLOCK 6, REOF RECORDED STMENT NUMBER NUMBER E ADJUSTMENT ORDING NUMBER 904026, RECORDED SURVEY FOR: MICHAEL HOFFMAN 2808 94TH PL. SE (425) 388 -0528 EVERETT, WA. 98208 NINO CALC. POSITION KC POINT ID: 274.3 RECORDING NO. VOL. /PAGE SCALE: 1' = 1000' 0 1000 2000 3000 4000 PORTION OF SE 1/4, NE 1/4, SEC. 16, T. 23 N., R. 4 E., W.M. FOUND 1' SQAURE LEAD WITH ' +' IN CASE (07- 29-06) KC POINT ID: 2738 BASIS OF BEARINGS N43'30'21'W 3637.76'(M) 3637.43'(KC) N8952'58'W 2626.83' 1287.49' \ 1287.49' 2582.66' P s r. n z CALC. POSITION KC POINT ID: 2755 ►u. 1291.3.3' 1295.18' N8952'58'W SECTION CONTROL SCALE: 1' = 1000' CONCEPT ENGINEERING, INC. N89•38'45'W 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 W 0 FOUND KC. BRASS DISC IN CONC. MON. (07- 29 -06) 2574.98' 1291.33' \ \ SITE 1N tn \ Y \ \ \ 1295.18' \ 2590.36' FOUND K.C. BRASS DISC IN CONC. MON. IN CASE (07- 29 -06) KC POINT ID: 2744 S 128TH ST 5 132ND ST n S 138TH STI S 135TH ST VICINITY MAP NOT TO SCALE F DRAWN BY DVR CHECKED BY DATE 04-20 -07 SCALE 1° 1000' JOB NUMBER 26211 PROVIDED BY COMMONWEALTH LAND TITLE COMPANY OF LLC. COMMITMENT NO. TS - 20249483, DATED JULY 2 AM. LOT(S) 3, KING COUNTY SHORT PLAT NUMBER 379160, RECORDING NUMBER 7907181075; BEING A PORTION OF RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THE IN VOLUME 11 OF PLAT, PAGE 100. TOGETHER WITH THE WEST 70.54 FEE OF THE EAST 150.54 FEET AS MEASURED ALONG THE SOUTH LINE OF THE SOUTH 80 FEET OF SAID LOT 1; (ALSO KNOWN AS LOT 8, KING COUNTY LOT LINE ADJU 8904026, RECORDED UNDER KING COUNTY RECORDING 8908011223). SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Legal Description (Ne N) LOT A (2926 S. 133RD ST.) THE EAST 76.05 FEET OF LOT 8, KING COUNTY LOT LIN NUMBER 8904026, RECORDED UNDER KING COUNTY REC 8908011223; EXCEPT ROAD (S. 133RD ST.). LOT B (2920 S. 133FD ST.) LOT B, KING COUNTY LOT LINE ADJUSTMENT NUMBER 8 UNDER KING COUNTY FECORDING NUMBER 8908011223; EXCEPT THE EAST 76.05 FEET THEREOF. AND EXCEPT ROAD (S. 133RD ST.). BASIC DEVELOLPMENT STANDARDS LOT AREA, MININUIv 6,500 SQ. FT AVERAGE LOT WIDTH (MIN. 20 FT. STREETFRONTAGE WIDTH), MINIMUM 50 FEET SETBACKS TO YARDS (MINIMUM) ® FRONT 20 FEET ® FRONT, DECKS OR PORCHES 15 FEET ® SIDES 5 FEET A REAR 10 FEET HEIGHT, MAXIMUM 30 FEET L SURVEYObt'L.CERTIFICATE registered as a land surveyor by the 5.ate of Washington, certify that this plat is bored on an actual survey of the land described het ein, conducted by me or under my supervision; that the distances, courses and angles are shown hereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the around OR denteted nn the nlnt Copyright © 1999 Concept Engineering, Inc. All rights reserved. SHEET 60' RIGHT -OF -WAY PER RIVERTON ACRE TRACTS AUGMENT 5 ■■ CALCULATED POSITION OF TACK & LEAD (R2) (NOT FOUND) FOUND 5/8' REBAR & CAP LS 29537 CRONES FOUND 1/2' REBAR & CAP LS 6012 AAROE N8952'22'E (NAD83 -91) N88 (R2) 30.52'(R2) 1 o35r5r R- 5729.65' L- 396.59' N89•45'53'W (C) N8838'20'E (R1) 344.18'(PRO) 344.58'(R1) 60' RIGHT -OF -WAY PER COURT CAUSE NO. 239736 AS -BUILT CENTERUNE OF - CONCRETE ROAD (07- 29 -06) PROPORTIONED AUGNMENT SEE BOUNDARY NARRATIVE ._ AUGNMENT PER R2 (HELD) r SEE BOUNDARY NARRATIVE N10'40'38'W (NAD83 -91) N12'08'W (R2) 182.94'(R2) \ \ \ RIVERTON ACRE VOL 11, PG - N8959'33'W (NAD83 /91) 965.30'(C) 970'(Ri) FOUND TACK & LEAD AT P.I. (07- 29-06) 60' RIGHT -OF -WAY PER RIVERTON ACRE TRACTS AUGMENT ' ME L_ _J 80' RIGHT -OF -WAY PER COURT CAUSE NO. 239736 120'(Rt) 119.88'(PRO) PLAT LAYOUT DETAIL SCALE: 1' = 100' AS -BUILT CENTERUNE OF i CONCRETE ROAD (07- 29 -0E? 1291.33'(C) 129252'(81) 983.98'(C) 98501'(Rl) 120'(R1) I 120'(81) 119.88'(PRO) 119.88'(PRO) 4 TRACTS' 100 1- r 91 f.13'(C) 916.48'(R11 119.95'(PRO) 119.95'(PRO) 119.95'(PRO) N8952'S8'W (C) N6825'00'E (R1) 1295.18'(C) 1293.22'(R1) NWOOD AVE.) T T 2 I. 120'(R1) 119.88'(PRO) :CSP 9i60 LOT 1 LOT 1 I �_ KC BLA LOT A LLI 3 LO, B 285.53'(PRO);285.64'(P)_ _ I 120'(81) I 120'(Rl) 120'(R1) I 120'(81) 119.95'(PRO) N89'52'22 "E k_1AD83/91) N8825E R1 & R2L964.58'(R1) (HELD) S s MOD S T. " (G ' S 135TH ST. TEERNWOOD AVET FOUND TACK & MON. IN CAS CENTERLINE ±1; FOUND TACK & LEAD IN CONC. MON. IN CASE 0.49'N. & 1.69'W. FOR CENTERLINE TO EAST (R4) T S 136TH ST. 160.43'(R1) 160.27'(PRO) 0 0 re 0 150.78'(PRO) - 150.84'(R1) I30' Y• AD IN CONC. 1.75' S. FOR 0 EAST (R3) i-i I a. I N FOU ND K.C. BRASS ' N DISC IpI CONC. MON. IN CASE (07- 29-06) 0 io SURVEY FOR: MICHAEL HOFFMAN 2808 94TH PL SE (425) 388-0528 EVERETT, WA.: 98208 'g. .! m RECORDING NO. SCALE: 1' = 100' 0 . 100 200 11 PORTION OF SE 1/4, NE 1/4, SEC. 16, T. 23 N., R. 4 E., W.M. BOUNDARY NARRATIVE ;THE' PLAT ONES' (DASHED) WERE PROPORTIONED IN A NORTH -SOUTH AND A Co "EAST-,WEST DIRECTION AS SHOWN ON THE PLAT LAYOUT DETAIL FIELD LOCATION OF IMPROVEMENTS ALONG SUBJECT PROPERTY CREATED A GAP AND /OR OVERLAP :IN A' NORTH -SOUTH DIRECTION AND IS SHOWN AS A HATCHED AREA OF ▪ :QUESTIONABLE OWNERSHIP. • ; THE AUGNMENT PER R2 AS SHOWN ON THE PLAT LAYOUT DETAIL REFERS TO A RECORD OF SURVEY IN BOOK 101, PAGE 255. THIS 0 ;ALIGNMENT WAS :USED AS IT IS COINCIDENT WITH THE OCCUPATION IN THIS AREA. N n N. 1 41 . I. t( MERIDIAN • NORTH AMERICAN DATUM OF 1983/1991 (NAD83/91) " BASIS OF BEARINGS .N43'30'21'W BETWEEN THE EAST QUARTER CORNER (KC POINT ID: 2744) AND THE co ; • ° .NORTH QUARTER CORNER (KC POINT ID: 2736). h VERTICAL DATUM m ' AMERICAN VERTICAL DAUTM OF 1988 (NAVD88) ORIGINAL BENCHMARK • r z z , KING COUNTY SURVEY CONTROL DATABASE - POINT ID: 2736 (NORTH QUARTER i3OORNER). ' ' DESCRIBED AS A 1' SQUARE LEAD WITH AND "+ ", 1.2' BELOW GRADE IN A MONUMENT CASE AT THE INTERSECTION OF S. 128TH ST. AND 24TH AVE. S. ELEVATION = 395.83.3' (NAVD88) DATUM. REFERENCE SURVEYS AND MAPS R1 - 4' THE PLAT OF RIVERTON ACRE TRACTS, VOL 11, PAGE 100. R2 RECORD OF SURVEY, BOOK 101, PAGE 255. . R3 -:THE PLAT: OF VAL -VUE, VOL 40, PAGES 4 -5. R4 - THE PLAT OF SPRINGBROOK HEIGHTS, VOL 98, PAGE 84. RS - :.RECORD OF SURVEY, BOOK 162, PAGE 119. ',`DOTES ,. INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND AN ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE ! I J ( ' .FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332 - 130 -090. jA1•I. . :, THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY ';1 MADE ON 07- 30 -06, AND SHOWS THE GENERAL CONDITION EXISTING AT THAT TIME. i `3. NO EASEMENTS, EXCEPTIONS OR RESERVATIONS, IF ANY, WHICH WOULD BE DISCLOSED :h; ' BY A TITLE REPORT ARE SHOWN. CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 F I Copyright !V 1999 Concept Engineering. Inc. All rights reserved. CITY OF TUKWILA KING COUNTY, WA. SHORT PLAT FILE NO. L06 -058 SHEET VOL. /PAGE 300 400 DRAWN BY DATE DVR 04 -20-07 CHECKED BY SCALE 1" = 100' JOB NUMBER 26211 2 OF 3 SHED COR. 1.7' W. LOT A KC BLA CITY OF TUKWILA KING COUNTY, WA. SHORT PLAT FILE NO. L06 -058 KLLIUKUINCi NU. SCALE 1 = 10' 0 10 20 PORTION OF SE 1/4, NE 1/4, SEC. 16, T. 23 N., R. 4 E., W.M. l ►!_ !i!i !A.A. iAiAAE!!�,. !!A! A A !i!Ai∎ !i! i!i eft !i!i!i!!!i!i!lIs!z71. 1 i iffir'■■■•■•44F Alr—VII'v—vNy'■•■• ,..,. ‘P'■ 1 ■ ° SHED 9.0' SHED COR. 0.3' N. N89'52'22 - E LOT B 6,898 SQ. FT. 2920 S. 133RD ST CDP 10' PACIFIC N.W. BELL TELEPHONE CO. TRANSMISSION & DISTRIBUTION FACILITIES EASEMENT REC. NO. 7911010645 T_ 70.54' FENCE INTERSECTION 0.6'S. & 0.7'W. N89'59'33 84.49' LOT B PROPOSED LOT LINE 18' JOINT USE INGRESS. EGRESS & UTIUTY EASEMENT 13.95' N89'52'22 - E 18' JOINT USE INGRESS. EGRESS 10' 8 ' & UTIJTY EASEMENT L, - 10.2' 10' i i 9.6 6.15' 44.4' 5' SANITARY SEWER EASEMENT REC. N0. 7911075496 'tiyt 20.4'' 0 GARAGE 30.3' K LOT A 6,845 SO. FT. S. 133RD ST HOUSE 76.05' 6.10' 24.0' DEC 4 101 N89'59'33 - W NOTE ALL BUILDING DIMENSION ARE TO EXTERIOR SIDING 76.05' FENCE COR. ON UNE 22.2' 20.6' J FENCE CORNER &3.7'W 8'CON WALL LOT 1 3.9' 1.9' W. END FENCE ON UNE E. EDGE WALL 0.1'W. KCSP 3791E0 CENTERLINE PROPORTION METHOD CENTERLINE PER R2 (HELD) FENCE COR. 1.0' WEST N00'09'08 10.00' 4.73' ° 4.56' N89'52'22'E 4.56' HOUSE 'FENCE COR. 0.2' N. AREA QUIT CLAIMED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED REC. NO. 6.8' S. 133RD ST. '1 , AREA OF QUESTIONABLE OWNERSHIP WHERE HATCHED SEE BOUNDARY NARRATIVE 160.54 FENCE ON LINE 2 (,+ 6• 0 co N 4.35' 0 n 1.35' m • c z V l m mD N -4 nt I 1 1 VUL /YAlit 30 re 0 40 0 01 O O .CN N N 0) 0 0 M CO Z � U.) C N O N 0' = C X 0 c li m o to c ` 0 0 01 CC 0 o0 o to In 0) N N N D Z 0 Q w N S a o _ . °' w 03 01 to CC 0 09 -4 .5 M 0