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HomeMy WebLinkAboutPermit L05-070 - DONNELY TOM - NHG THANH SHORT PLATLOS -070 NHG / THAN SHORT PLAT 4920 S 114 ST LAND DIVISION LAND DEVELOPMENT April 19, 2006 Mr. Tom Donnelly Northwest Housing Guild 632 SW 150 Street, Suite B Burien, WA 98166 City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION RE: L05 -070: Proposed Short Plat at 4920 S. 114 Street Dear Mr. Donnelly: Steven M. Mullet, Mayor The Short Subdivision Committee has completed review of your short plat application (No. L05- 070), and determined that it complies with all applicable City code requirements. The City's SEPA Responsible Official issued a Determination of Nonsignificance on March 30, 2006 and no comments or appeals were received. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are four basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions are imposed to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1. In order to prevent damage to the trees on the property to the east, prior to any excavation for utilities or road construction, a consulting arborist (member of the American Society of Consulting Arborists) or an International Society of Arboriculture certified arborist with demonstrated experience in protecting trees during construction must evaluate the trees and provide a written report to the City identifying the best management practices to be used to protect the drip line and to protect the root system from damage. CI. I: I'hanh Shat I'IaL.I'relint AphmcaLiloc Page I ul'; 04;19'2000 1 1:00:00: \\l Mr. Tom Donnelly Northwest Housing Guild Short Plat L05 -070 April 19, 2006 2. An arborist with the credentials identified in Condition #1 must be on site during excavation for utilities and road construction to ensure that the root system for the trees is not compromised or damaged. 3. The steep slope sensitive area identified on the plat map shall be fenced and posted with at least 2 signs with the following wording: "Protection of this natural area is in your care. Alteration or disturbance is regulated pursuant to TMC Chapter 18.45. Please call the City of Tukwila DCD for more information." 4. Replacement trees for those removed from steep slope sensitive areas shall be a mix of deciduous and evergreen trees. Final landscaping plan with type and size of trees, per TMC 18.54 shall be submitted for approval with the final short plat. 5. Construct/install road and utilities per civil plan by Duncanson Company, Inc. dated March 20, 2006. 6. Provide the following notes on the short plat map: a. All development to comply with Geotechnical Engineering Report, by Earth Consultants, Inc., dated August 31, 2005 and subsequent geotechnical reports. b. No runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. c. Permits for individual house foundation and drainage system shall provide a specific geotechnical assessment, with final design recommendations at the time of permit application. d. Homes on lots 3 and 4 shall be,sprinklered. e. Steep slope area shall not be disturbed or altered without a permit. Contact Tukwila Department of Community Development for information. This short plat approval decision may be appealed to the Hearing Examiner. 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 (April 19, 2006). The requirements for such appeals are set forth in Tukwila Municipal Code Chapter 18.116. If no valid appeals are filed within the time limit, the decision of the Department will be final. Appeal materials shall include: CI. �I: I'h:uth Shun Nhu'I RIim:Appro∎aI L1oc APPEALS Pa_e 2 of i 04'19 I I :0(:011 ,A?I 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 relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Mr. Tom Donnelly Northwest Housing Guild Short Plat L05 -070 April 19, 2006 All notices of appeal shall be submitted along with an appeal fee pursuant to the fee schedule, which is $100 for a Type 2 decision in the Low Density Residential district. 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 Chapter 36.70C. 2. Public Works Permit Following Preliminary Short Plat Approval, you must apply for and obtain a Public Works permit to construct the infrastructure to support development of 3 additional homes on the site. The elements listed below shall be addressed with the permit application. Please contact Dave McPherson at 206 -433 -0179, if you have any questions. 1. The civil site plans shall be designed by a licensed civil engineer per City of Tukwila standards, details, and specifications. An infrastructure design and construction standard manual, and other Public Works information is available on City of Tukwila web -site. 2. A Street Use permit is required including Bond/Insurance for work within City right -of -way. 3. Provide to the City for review and approval a copy of: a. private ingress, egress & utility easements — see sample enclosed. b. private storm water and private road maintenance agreements — see sample enclosed. 4. Install a street light at the intersection of the private access and South 114 Street. 5. All utilities are required to be underground, per City ordinance. 6. Private access road and driveways shall not exceed 15% slope. 7. Rockeries higher than 4' shall be structural walls and designed and stamped by a Structural Engineer. A separate building permit is required for retaining walls - contact City Building Department for further requirements. 8. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. The City will record this Agreement after the Mayor signs the document. Please submit the signed agreement at least ten (10) days prior to the expected final short plat recording, in order to all sufficient time for City processing of the Agreement. 9. Special assessment for City sanitary sewer shall apply and be determined by the Senior Sanitary Sewer Engineer. 10. Ryan Hill water assessment fees apply. Each new water connection shall be assessed $5,804.40. 11. Water meter fee for a' /4" meter after January 1, 2006 is $5,248.00, including a Cascade Water Alliance (RCFC) charge in the amount of $4,648.00. 12. For your information, a transportation impact fee per City of Tukwila ordinance No. 2111, applies and is paid under the building permits for each new single family residence. 13. Install fire hydrant, as shown on Preliminary Short Plat sheet PP 1. Once Public Works staff have reviewed and approved the easement language and Maintenance Agreement language, record these documents with King County. CI. y: \ "I hash Short I'Iai`I'relim Appmval.Jor Nut: 3oI5 04 10 '000 1I_nn:non,AI Mr. Tom Donnelly Northwest Housing Guild Short Plat L05 -070 April 19, 2006 3. Final Approval Once work has been completed under the Public Works permit, and final inspections have been approved, you may submit for final short plat approval. Please provide the materials specified in TMC 17.12.030 (see attached) including the survey signed by the surveyor, before and after legal descriptions, as -built plans for all new roads and utilities, signature lines signed and notarized by the property owner, etc. The recording numbers for the Easement and Maintenance Agreement must be on the plat. Please make sure the documents meet the King County Recorder's requirements, particularly the required margins. DO NOT FOLD THE FINAL SHORT PLAT SHEETS. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting the final short plat. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, per TMC 17.12.030 B., the Chair of the Short Subdivision Committee will sign your short plat, which constitutes a grant of final approval. 4. Recording The signature of the Chairman of the Short Subdivision Committee on the final short plat documents certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. See the Recording Procedures handout. Do not fold the documents as this damages the print and may require that you reprint the short plat and obtain all the approval signatures again. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. EXPIRATION The final approved short plat must be filed with the King County Department of Records by one year from the date of this preliminary approval, April 19, 2006 or the application will expire. The City may grant a single one -year extension if requested in writing prior to the expiration date. If you have any questions, please contact Carol Lumb, Senior Planner, at 206 - 431 -3661, or for Cl. _l: 1 h;inh Shun 1 Iim Arytm ;II I' ❑_r4 of 3 04'I9 2(106 111)6:0n,\\l Mr. Tom Donnelly Northwest Housing Guild Short Plat L05 -070 April l€1, 2006 questions about Public Works requirements, contact David McPherson, Development Engineer, at 206 - 431 -2448. Sincerely, Steve Lancaster Chair, Short Subdivision Committee Enclosures: Sample Ingress, Egress & Utilities Easement Sample Drainage and Private Road Maintenance Agreement TMC 17.12.030 A., Final Short Plat Approval Sensitive Areas Covenant & Hold Harmless Agreement cc: Jim Morrow, Public Wor Director �� t (please initial your approval) Nick Olivas, Fire Chief �W ase initial your approval) King County Assessor, Accounting Division David McPherson, Development Engineer, Public Works Department Amy and Allan Stephenson Cl. y: 1 It :4th Short I'I:tt \1 1 u ;tL luc Pau,: ; 01 04:11 20l)( 0:43:00 :A l / Ex CB •213.63 121RON TY-4410I4 VICINTY MAP NOT TO SCALE (APHIC SCALE ITITH 1 WV 20 A DEEN/PLATORM TO BE REMOVED Tr / E. — / Thh, HOUSE HOUSE TO 9M CA 75., TANK 41 NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. / Ey. C8 Mu...216.23 IE N...214.23 IVIRON E S-214.51 E E.215.07 31 HYDRANT PROPOSED WATER METER PREUMINAFIY SHORT PLAT OF NHG/THANH SHORT PLAT • 18 REPLACEMENT 1)545 TREES 0 7 EX SS MN \\. Rt41.231.28_,, IE 13,124.07 12" IE S=2:" 12" FOLI:40 REBAP. & LAP L5 9567" BSBL., TtP EX C8 RB.14.229.14 IE N-227.22 12 IE S.227.14 12'HDP 276.3' GARAGE TO BE rioaludxf Rcuovto TRANSFORMEFT "14B0 UTILITY POLE FOUND REBAR & CAP MP 25 ACCESS 0 UTILITY EASEMENT EX CB Rtm-2,L4.2.9 r It N.2:.2.42 12 E S=232.57 12 IE E4232.67 3"PVE AppROX.LOCATION OF WATER MAIN/ tMP16 rEy. FICE HIV ' 117 VEHICLE FROM EX HYD TO ENTRANCE 0 PRlOScy LOT 1. ACNE' GROWTH PROTECTION AREA 7 0 43 \ k • \ „ 1*\s1-°f \ •. \111 .= ta26\ FIRE LANE EASEMENT NOTE: Rtscomm. SPRINKLERS TO HE PRE PROPOSED LOTS 2, 3 AND 4. Grantor: Grantee: Grantor Legal Description: Grantee Legal Description: PRIVATE INGRESS /EGRESS & UTILITY EASEMENT AGREEMENT LOTS 1 - 4 Reference: City of Tukwila Short Plat No. L02 -036 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s) (grantor) in fee simple of the Iand,described herein. And is for the benefit of Lots 1 though 4 inclusive of Referenced Short Plat. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land do define, grant and convey to the present and the future owners (grantee) of the land described as follows: LOTS 1 THROUGH 4 INCLUSIVE, TUKWILA SHORT PLAT #L02 -036 An exclusive perpetual Private Ingress Egress and Utility Easement over, across, along, in, upon and under that portion of said grantors land described as follows: THE EAST 30 FEET OF THE WEST 300 FEET OF LOT 17, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. ALSO THAT PORTION OF SAID LOT 17 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 300 FEET OF SAID LOT 17; THENCE NORTH 87 °45'26" WEST ALONG THE SOUTH LINE OF SAID LOT 17, A DISTANCE OF 30.04 FEET; THENCE NORTH 01 °28'34" EAST PARALLEL WITH THE EAST LINE OF THE WEST 300 FEET OF SAID LOT 17, A DISTANCE OF 42.69 FEET TO THE "TRUE POINT OF BEGINNING "; THENCE CONTINUING NORTH 01 °28'34" EAST, A DISTANCE OF 32.00 FEET; THENCE NORTH 88 ° 57'51" WEST, A DISTANCE OF 51.12 FEET; THENCE SOUTH 01 °02'09" WEST, A DISTANCE OF 32.00 FEET; THENCE SOUTH 88 ° 57'51" EAST, A DISTANCE OF 50.88 FEET TO THE "TRUE POINT OF BEGINNING ". 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress Egress Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Ingress Egress — its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Ingress Egress Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Ingress Egress Line. 5. The amount and type of maintenance to be performed on any access and /or utility shall be determined by majority vote of the lot owners using the easement. Each lot shall have one vote regardless of the number of owners owning any lot. The easement shall at all times be maintained adequately to provide the necessary service. 6. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Karnail S. Johal Paramjit S. Chhokar Baljinder Singh Gurpal Singh Karlwarn Singh STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that is /are the person(s) who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his /her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2005. Notary Signature Title Residing at My Appointment Expires • SAMPL DRAINAGE AND PRIVATE ROAD MAINTENANCE COVENANT This covenant is executed to provide for the repair and maintenance of the private road and drainage system within the property described below for the continued use and benefit by the owners thereof, as described below. In addition the subject private road will remain open at all times for emergency and public sewer vehicles. This covenant shall run with the land for as long as the private road and drainage system is used to serve the lots described below. Owners: The owners, Karnail S. Johal, Gurpal Singh, Paramjit S. Chhokar, Kalwarn Singh and Baljinder Singh: of the Kamail Johal Short Plat, Lots 1, 2, 3, and 4 of the City of Tukwila Short Plat #L02 -036, for the private road and drainage system within said City of Tukwila Short Plat. Private Road Description: THE EAST 30.00 FEET OF THE WEST 300 FEET OF LOT 17, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. ALSO THAT PORTION OF SAID LOT 17 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 300 FEET OF SAID LOT '17; THENCE NORTH 01 °28'34" EAST ALONG THE EAST LINE OF THE WEST 300 FEET OF SAID LOT 17, A DISTANCE OF 42.69 FEET; THENCE NORTH 88 °57'51" WEST PARALLEL WITH THE NORTH LINE OF SAID LOT 17, A DISTANCE OF 30.00 FEET TO THE "TRUE POINT OF BEGINNING "; THENCE CONTINUING NORTH 88 °57'51" WEST, A DISTANCE OF 50.88 FEET; THENCE NORTH 01 °02'09" EAST, A DISTANCE OF 32.00 FEET; THENCE SOUTH 88 °57'51" EAST, A DISTANCE OF 51.12 FEET; THENCE SOUTH 01 °28'34" WEST, A DISTANCE OF 32.00 FEET TO THE "TRUE POINT OF BEGINNING." The private drainage system shall be maintained in an operable and efficient condition consistent with the 1998 King County surface water design manual or its successor document. The private road shall be maintained as an operable asphalt surfaced road. Where any question exists as to the standards to be applied, the owners may obtain a recommendation from the City of Tukwila or its successor agency and/or a licensed engineer. A minimum 60% majority of the owners may initiate an improvement or repair action. All owners shall share all associated costs on an equal basis, with no fees allowed for administration by one or more of the owners. All funds shall be due at the time that the work is billed by the respective contractor or professional. Independent payment schedules may be used if agreed upon by the majority of owners. In the event that funds are not paid when due, the aggrieved owner(s) may initiate an action to collect the funds and shall be entitled to costs and a reasonable attorney's fee upon recovery. This covenant shall be binding upon all owners, their heirs, successors or assigns. In the event that the property changes hands, the new owner shall be responsible for all past due charges outstanding against the lot at the time of transfer. Owner: Owner: Owner: County of King ) Date Owner: Date Date Owner: Date Date On this day of , 2005 before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. Witness my hand on official seal hereto affixed the day and year first above written. Notary Public in and for the state of Washington residing at COMMISSION EXPIRES d. Location, floor area and setbacks of all existing structures on the site. e. Lot area, lot line dimensions and C ''''erage widths for each lot. f. Location of proposed new property lines and numbering of each lot. g. Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. h. Location of any proposed dedications. i. Existing and proposed topography at two-foot contour intervals, extending to five feet beyond the project boundaries. j. Location of any sensitive areas and sensitive area buffers (slopes 20% or greater, wetlands or watercourses) on the site. k. Location, size and species of any trees located within a sensitive area or its buffer or the shoreline zone unless none of these trees are to be removed and their location is not likely to create undue hardship on individual lots with respect to TMC Chapter 18.54, Tree Regulations. 1. Location of existing and /or proposed fire hydrants to serve the project. m. Description, location and size of existing and proposed utilities, storm drainage facilities and roads to serve the lots. n. Expected location of new buildings Id driveways, including finished floor elevations of the buildings. 9. Letter of water and sewer availability if the provider is other than the City of Tukwila. B. REVIEW PROCEDURES: 1. Referral to Other Departments - Upon receipt of an application for a short subdivision, the Department of Community Development shall transmit one copy of the application to each member of the Short Subdivision Committee. and one copy to any department or agency deemed necessary. 2. Short Subdivision Committee Decision - The Short Subdivision Committee may approve, approve with modifications, or deny the application for a short subdivision pursuant to Type 2 permit procedures. No formal meeting of the Committee is required so long as the Chair obtains the recommendations and consent of the other members of the Committee before issuing a decision. C. CRITERIA FOR PRELIMINARY SHORT PLAT APPROVAL: 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 C ich adopted plans. 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary TUKWILA MUNICIPAL CODO 0 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 complies with the relevant requirements of the Tukwila Subdivision Ordinance. 8. The short plat complies with the requirements of the Tukwila Zoning Ordinance and other relevant local regulations. (Ord. 1833 § 1(part)..1998) 17.12.030 Final short plat approval. A. APPLICATION: The following items are required, in quantities specified by DCD, for a complete application for final short plat approval. Items may be waived if in the judgment of the Short Subdivision Committee said items are not applicable to the particular proposal: 1. Completed Short Plat Final Approval Form. 2. Completed Application Checklist. 3. Documentation of the square footage of each lot and mathematical boundary closure of the subdivision, of each lot and block, of street centerlines. showing the error of closure, if any. 4. A final survey which complies with the standards set forth in TMC 17.04.060 and with all certificates signed except for those to be signed by the City and those to be signed at recording. 5. A title insurance report confirming that the title of the land in the proposed subdivision is vested in the name of the owners whose signatures appear on the plat's certificate. 6. A bond in a form acceptable to the City Attorney pursuant to TMC 17.24.030 if improvements are to be deferred. 7. Legal descriptions of all the tracts located within the boundaries of the short plat. 8. As -built plans for all new roads and utilities. 9. Binding maintenance agreements to provide for the maintenance of commonly owned private facilities. 10. Signatures on the following certificates on the face of the plat (when appropriate) from the surveyor that prepared the plat, the King County Treasurer, Seattle -King County Health Department, City of Tukwila Finance Director, Owner's affidavit and certificate of dedication as identified in TMC 17.04.060. WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Grantee: City of Tukwila, a municipal corporation of King County, Washington Legal Description (Abbreviated): A Portion of the NE1/4 of the NE'/, Sec. 10, T. 23 N., R. 4 E., WM., in King County, WA Full Legal Description is found on Exhibit `A' of this document. Assessor's Tax Parcel ID Number(s): 1334840 - 1711 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L05 -070, and/or construction permits for the Property. NOW, THEREFORE, the parties agree as follows: AGREEMENT WHEREAS, Grantor has performed geological reports and evaluations, prepared by Earth Consultants, Inc. dated August 31, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2005. Authorized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that and is /are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires DATED this day of , 2005. GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ) ss. County of King ) On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I. , ( J �� j oci_ . HEREBY DECLARE THAT: Notice of Public Hearing Project Number: LOS ^ c l Q Determination of Non - Significance Person requesting mailing: 04)1,0? LJuc/1.D Notice of Public Meeting Mitigated Determination of Non= Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 V Other kgfi C � Di Was mailed to each of the addresses listed on this ( / day of year 20 e7LQ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: N g _SiL44- 4 Project Number: LOS ^ c l Q Mailer's Signature: / 1 , l) g / c i - Person requesting mailing: 04)1,0? LJuc/1.D Was mailed to each of the addresses listed on this ( / day of year 20 e7LQ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE OFFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES OFFICE OF THE GOVERNOR DEPT OF COMM. TRADE & ECONOMIC DEV. DEPT OF FISHERIES & WILDLIFE KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #1 1 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION () KC. DEPT OF PARKS & REC () KC. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT /14 TUKWILA UBRARY () RENTON UBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () OWEST () SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHLNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT&T CABLE SERVICES ^ Q, ( ) KENT PLANNING DEPT () TUKWILA CITY DEPARTMENTS: - PUBLIC WORKS () FIRE () POLICE () FINANCE �GSN'1 () PLANNING () BUILDING () PARKS & REC. () MAYOR ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM () FISHERIES PROGRAM ( ) WILDLIFE PROGRAM () SEATTLE TIMES () SOUTH COUNTY JOURNAL P: WDMINISTRATIV EIFORMS\CHKLIST.DOC FEDERAL AGENCIES Je Iv \) Sah (r 32_ s uJ l5 5G - 5k`te 5 6Ustk.e (NA gTS(Ce4 SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES MEDIA N71��. /1 c C,tSzcsv,. L.O — C) () U.S. ENV IRMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV peeeDEPT OF ECOLOGY, SEPA DIVISION' () OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION ( ) HEALTH DEPT () PORT OF SEATTLE () KC. DEV & ENV!R SERVICES-SEPA INFO CNTR ( ) KC. TRANSIT DIVISION - SEPA OFFICIAL () KC. LAND & WATER RESOURCES 14FOSTER LIBRARY () K C PUBLIC UBRARY ( ) HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 () CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT () RENTON PLANNING DEPT () CITY OF SEA -TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE' • NOTICE OF AU. SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES () DUWAMISH INDIAN TRIBE () P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER POivtlik AAA cu.. S han.s 493(0 S -ti's St - r ()(w:to, '- ( ) HIGHLINE TIMES ( ) CI.TUKWILA.wA.US.VWWV �v rn -- 1 4u) 155 "Yu iZ t2 10/ vain v.►A r�$ 1 b1, P: IADMNISIRATNEIFORMSWHICLIST.DOC ROTC NOTICE MAILINGS F O R P I I T S SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) 'Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that writtencomments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General 'Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attornev General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) . Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMI's) - Site plan, with mean high water mark & improvements - Cross- sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) agnlasu •a ,sain (AAEIAV °O0) 6L ES-M Lindal Company 4300 So. 104 Place Seattle, WA 98178 Kevin Mullenniex P.O. Box 81245 Seattle, WA 98108 George Burns 10024 So. 46 Street Phoenix, AZ 85044 Resident 4939 So. 114 Street Tukwila, WA 98178 Resident 5003 So. 114 Street Tukwila, WA 98178 11•12 /u 2 - S t— S s S ( 3—'9 - be,/ Janet Dukich 5001 So. 114 Street Seattle, WA 98178 Kari Escobedo 4950 So. 114 Street Tukwila, WA 98178 Dofo Kosem 4948 So. 114 Street Tukwila, WA 98178 Rose Sapoznick 4940 So. 114 Street Tukwila, WA 98178 Kenneth Rogers 4918 So. 114 Street Seattle, WA 98178 Vu Nguyen 4908 So. 114 Street Tukwila, WA 98178 ular99 ®AM 4,41 doc: DNS t City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 File Number: E05 -017 Applied: 11/10/2005 Issue Date: 03/30/2006 Status: ISSUED DETERMINATION OF NON - SIGNIFICANCE (DNS) Applicant: TOM DONNELY Lead Agency: City of Tukwila Description of Proposal: 4 LOT SHORT PLAT ON 35,022 SQ. FT. LOT. APPROXIMATELY 1,000 CU. YDS OF CUT AND FILL WILL OCCUR ON THE SITE. STEEP SLOPES ARE LOCATED ON THE NORTHERN PORTION OF THE SITE. Location of Proposal: Address: 4920 S 114 ST TUKW Parcel Number: 3348401711 Section/Township /Range: NE 10 -23 -04 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 • L�— I= I--D - 30 — o (: Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21 C.075) E05 -017 Printed: 03 -30 -2006 March 30, 2006 Gity of Tukwila Department of Community Development Steve Lancaster, Director To: Steve Lancaster, Director Fm: Carol Lumb, Senior Planer Re: Project File No. E05 -017: NHG -Thanh Short Plat Project Description: The applicant proposes to short plat one 33,018 sq. ft. parcel into four lots. The site is developed with an existing single family home, garage, pool and associated deck. Proponent: Tom Donnelly, Northwest Housing Guild Location: 4920 S. 114` Street . Date Checklist prepared: November 9, 2005 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None Other Agencies of Jurisdiction: Department of Ecology CL q:\lhanh Short 1'Iat\E05 -1117 Staff 1rt.dac MEMORANDUM • Page 1 of 1 03 30 ' -11116 11):11 A\I Steven M. Mullet, Mayor ., _-- ' 41 tnn - 'n. ',. Tit- a: . no/ 2/.7n • G•ov• 9/1A_.l21 _2AAC SEPA Review — E05 -017 NHG -Thanh Short Plat March 30, 2006 Recommendation: Determination of Non - Significance (DNS) Existing Environmental Information: Geotechnical Report, prepared by Earth Consultants, Inc. August 31, 2005 Technical Information Report, prepared by Duncanson Company, Inc. November 10, 2005 Summary of Primary Impacts: Earth Most of the site descends southwest from South 113 Street, an unopened street, to South 114 Street at gradients of approximately 10 -25 %, with the average slope grade being 12 %. Portions of the site, at S. 113 Street, contain slopes over 40 %. The steepest area of the site will not be developed, but set aside in a Native Growth Protection Easement. Site soils consist of gravelly sandy loam, silty sand and sand with gravel. No unstable slopes were observed during investigation of the site by the geologist. Approximately 1,000 cubic yards of cut and fill will take place on site. Groundwater was not encountered during the site exploration, however, iron oxide staining was observed at two of the exploratory boring locations. The geotechnical report states the iron oxide staining may be indicative of seasonal, perched groundwater collecting above dense, low permeability soils. The report notes that seepage should be expected in excavations if work is carried out in the wetter winter months (October — May). The geotechnical report makes a number of recommendations for site preparation and house construction. The short plat will be conditioned to require the implementation of the geotechnical report recommendations. Erosion control measures will be used to minimize the transport of sediment during construction. Air Minor dust and internal combustion engine emissions associated with use of construction equipment will occur during construction of the project. Best management practices will be required during construction activities to reduce and control dust and air emissions, such as wetting down exposed surfaces during the dry season, covering soil stockpiles, sweeping or washing paved surfaces, minimizing exposed areas and using construction machinery equipped with standard mufflers. Water • • There are no surface water bodies on or in the immediate vicinity of the site. Tukwila uses the King County Surface Water Design Manual to regulate storm water run-off The CI. 1: l'honit Short Plat` E05 -017 Stuffkpt.�lur Page 2 of 4 03 10:11 A.AI SEPA Review — E05 -017 NHG -Thanh Short Plat March 30, 2006 Technical Information Report state that storm water from the site will be collected in a parallel detention tank system, which will then drain into the catch basin and pipe system on the north edge of South 114 Street. Water quality will be provided either by a stormceptor or wetvault. Plants The site is developed with one single family house, a number of deciduous and evergreen trees, shrubs and blackberries. Most of the site will be cleared to install the infrastructure and construct the homes. There are three trees that will be removed that are regulated under the City's Tree Ordinance. Eighteen trees will be planted to replace the trees that are removed. The steepest portion of the site will be placed in a protection easement and no clearing will be permitted. Animals The SEPA Checklist notes that crows, robins, starlings and other songbirds have been observed on or near the site. Raccoons and squirrels and other rodents also have been observed. There are no known threatened or endangered species on or near the site. Energy/Natural Resources The completed project will use electricity and natural gas for lighting, heating and cooking purposes. The homes constructed will comply with the State Energy Code. Environmental Health There are no known environmental health hazards on the site. Construction noise will occur during regular hours of 7:00 a.m. to 10:00 p.m. Construction operations will be required to comply with City of Tukwila noise ordinances: Land /Shoreline Uses Historic /Cultural Preservation The project site is located in the Beacon Hill area of Tukwila. The zoning and comprehensive plan designations for the site are Low Density Residential (LDR). Residential development characterizes the area where the site is located. The site is currently developed with a single family house; three additional homes will be constructed upon final approval and recording of the short plat. The existing pool and deck and a portion of the garage will be removed prior to final short plat approval. There are no places or objects listed on or proposed for national state or local preservation registers on or near the site. CL I'a,r 3 01�� 03 111:1 I r \ \I t1:\ I hash Shun I'Iat \E05 -017 Stall ltln.doc SEPA Review — E05 -017 NHG-Thanh Short Plat March 30, 2006 Transportation The site is served by South 114 Street. The nearest transit is available on Beacon Avenue, approximately 1 /4 mile to the east. Each building site will provide off - street parking for 2 vehicles. A private access drive will run along the eastern portion of the site and provide vehicle access for the new homes. The development of the site will generate approximately 3 p.m. peak trips and 30 total daily one -way trips. Any required mitigation fees will be assessed when the building permit are submitted. Public Services The homes will generate an occasional need for police and fire services. The access drive serving the upper two lots exceeds the 200 foot maximum permitted by the Subdivision Code; a variance has been requested from the Public Works Department Director. Both homes constructed on these lots will be required to be sprinklered Utilities The homes will utilize electricity, sewer, water garbage disposal and telephone utilities. All of these services are available for the project. Public Comments • One comment letter was received during the 14 -day public comment period (See Attachment A). The neighbor adjacent on the east had questions about the short plat process and concerns about the retention of the fence that forms a common boundary between the two properties and the impact of development on two large trees on the adjacent property that are close to the property line. The short plat will be conditioned to ensure that the root systems for the adjacent trees are protected when the access road and the retaining walls on the property edge are constructed. The applicant does not plan to remove the fence. Recommendation Determination of'Nonsignificance CL (4:.'1 han h Short Plat' 005-017 Stall' Rpt.doc Page -4 014 03.30 2006 10:11 :\N1 Mr. Cliff Running Northwest Housing Guild, LLC 632 SW 150 Street, Suite B Burien, WA 98166 RE: L05 -070, Thanh Short Plat Dear Mr. Running: Thank you for your letter dated March 3, 2007, received in our offices on April 5, 2007 requesting a one -year extension of the preliminary approval for the Thanh/NHG Short Plat (L05 -070). The Thanh/NHG Short Plat received preliminary short plat approval on April 19, 2006. TMC 17.12.040 provides that the Short Subdivision Committee may grant one extension of not more than one year if a short plat is not recorded within one year of the date of preliminary short plat approval. The request must be made in writing prior to the expiration of the short plat. The Short Subdivision Committee has approved your request for a one -year extension. The conditions of Preliminary Short Plat approval still apply. Please note that Tukwila Municipal Code does not permit more than one, one -year extension to be approved for short subdivisions. If the final short plat is not processed (i.e. recorded with King County) by April 10, 2008, then you must re -apply for a new short plat and go through the preliminary short plat process again. If you have any questions, please call me at 206 - 431 -3670. Sincerely, Nora Gierloff Planning Supervisor City of Tukwila Department of Community Development Steve Lancaster, Director cc: File: L05 -070 David McPherson, Development Engineer, Public Works Department Don Tomaso, Tukwila Fire Department CL q: \Thanh Short Plat \SP Extension.doc Page 1 of 1 04/09/2007 12:44:00 PM Steven M. Mullet, Mayor April 10, 2007 is ?nn Cnnthrontor Rnnlovi,rrl Cnito Alan • T „lrui;1rj TAhchinntnn OR1RR • Phnno• 9nA.e21.ZAi7n • P, v• 91)A.d21.2/,RS 632 SW 150 St, Suite B Burien, WA 98166 Phone: (206) 243 -1252 Fax: (206) 763 -3665 March 3, 2007 Dear Mr. Lancaster: Mr. Steve Lancaster Chair, Short Subdivision Committee City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 On behalf of Northwest Housing Guild, LLC, applicant for the Thanh Short Plat application L05 -070, I would hereby like to request an extension for the preliminary short plat approval issued on April 19, 2006. Over the last several months Northwest Housing Guild, LLC has been in extensive negotiations with the owner of the subject property, Mr. Stephen Thanh, to resolve final issues relating to the acquisition of the subject site. NHG has certain constraints and restrictions relating to our ability to conduct construction activities on the property. NHG has been attempting to obtain approval from Mr. Thanh and his mortgage holder, Bank of America, to provide us with authorization to proceed with improvements on his property. At this time we are hopeful we may be able to reach agreement on this issue within approximately 60 days. Because of the extended amount of time required to conduct negotiations with Mr. Thanh and his financial representatives located outside the state of Washington, we are left with the need to request this extension. Should you have any questions on this issue please feel free to contact either myself or Tom Donnelly at our office, 206/ 243 -1252. Thank you for your consideration on this issue. Cliff Running Managing Member RECEIVED j , DEVELOPMENT LOPMENT April 1 1, 2006 • City of f Tukwila MEMORANDUM m Department of Community Development Steve Lancaster, Director TO: Don Tomaso, Fire Marshall David McPherson, Development Engineer, Public Works Dept. FM: Carol Lumb Senior Planner RE: NHG /Thanh Short Plat, L05 -070, 4920 S. 114` Street The above referenced short plat is ready for preliminary approval. Attached is the Preliminary Short Plat Approval letter that will be signed by Steve Lancaster, Chair of the Short Plat Committee along with a copy of the proposed short plat and the attachments that will accompany the letter. Please review the letter to ensure it addresses the issues you have identified in the review process. If the letter is satisfactory, have your respective Department heads initial their approval on the appropriate line on page 5. Thanks very much. If you have any questions, please call me at 431 -3661. Attachments: Preliminary Approval Letter dated April 18, 2006 with attachments Copy of Preliminary Short Plat Page I 01 I 04 1 I 2006 9:59 A•I Steven M. Mullet, Mayor 6300 SouthCienter kou)evarci, knte #1 Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 4 From: David McPherson To: Carol Lumb Date: 4/7/06 2:08PM Subject: NHG - 4 Lot Short Plat - L05 -070 • • Carol, See attached comments ref. NHG - 4 Lot Short Plat - L05 -070. FYI. I will see you after my lunch. Dave • 1•d Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording; as City must have time to process this document). A Transportation Impact Fee per City of Tukwila ordinance no. 2111, applies and is paid under the Building Permit(s) for each new single family residence. Department of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: (206) 431 -3670 Fax: (206) 431 -3665 2,0 2 13► - 3O( , ( To: 14-a fo 1>u ^ CAAAck -N From: 6_ --UA -f �J Fax: 2(p -,2 (,! 1-{ -- q4155- Date: 3 - -OCo Phone: 2/0(9 -d- - 4/141( Pages: Re: g w (O / ilAccoil NAarr 7 ❑ Urgent 1For Review •Comments: 1-6L✓ L : tar c , ? 5 ,) ✓dam is 10 <. (a tC wt` kv ,d ` uJ t ❑ Please Comment ❑ Please Reply ❑ Please Recycle v 1 V1 1%in 1 IF LM 0 EPLACEMENT TREES 45 _ ) / as MP14 1 MP14 APi� --.. MP15 l •S. r� IMP16 \ \ \ \ \ o , 1 STEEP •SLOPE AREA\ ` : SLOPE a 4'0% \ *, • t � 827 SF \ \ ,\ • a \tA F 73 S F ; � CF 6, r.) } y C13' S 4 ")' ( 11 AIP2e. \ .\ r ? �' t •MP15 FIRE LANE EASEMENT SInu- 4g44 pa.rr .5W1e4 1, of- 1t vot~�l 0" oJ Col" W C 4dL i I'3 Ado.- tr. Ur 3 — Uuttuct -‘ w ■ a luTat.4 IL alto Go•.fi S WCJ O e1- lot 9 t0 be. amolow 632 SW 150 St, Suite B Burien. WA 98166 Phone: (206) 243 -1252 Fax; (206) 763 -3665 To: Carol Lumb Company: City of Tukwila/Planning Dept Fax: 431 -3665 Phone: CC: • • From: Tom Donnelly Re: Thanh Short Plat Data: March 2, 2006 Pages: 2 Carol — Attached is a diagram showing a typical house dimension and how it would be configured on Lot #4. Hopefully this will help you visualize how a house would fit on the site. For driveway access, a garage would be configured on the left side of the house, with a back -out to the right. If you have any questions please call me at 206/522-9788. Thank you. t RANGE 4 EAST, W.M. AT T PLAT t i 0 ); `si M14-"\ MP1 4. �. :. XP 1 • ' MP1 MP12 i . 32 AP 4.0 \ i 3 \ b 61 '65' iNDS 36 NATIVE GROWTH PROTECTION AREA 'c 5 ij C ::1 1 k • ) 7 : A FIRE LANE EASEMEN T S ki 5T 4 ` • \ ,;s V • \ i.) ‘ 1:f 09/ t l v ( %co r Y \ : t' kc "1 I fJ t� fiv er tf r;irt 1 IMPERVIOUS • February 23, 2006 Ms. Carol Lumb Senior Planner City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: NHG/Thanh Short Plat L05- 070 /E05 -017 Dear Carol: DUNCANSON Company, Inc. December 23, 2005 Comments Fire Department 1. The hammerhead has been revised reconfigured per our 1/18/06 meeting. 2. A new hydrant is proposed at the sprinklers. ""RECEIV FEB 2 4 2006 pc M MUN1TY ELOP I.E to meet the 65 -foot entrance. 145 SW 155th Street Suite 102 Seattle, Washington 98166 Phone 206244.4141 Fax 206.244.4455 Web www.duncansonco.com CIVIL ENGINEERING DCI 04351 We have revise the preliminary civil plan to address the comments in you r December 23, 2005 and February 3, 2006 comment letters. The list below provides a response as to how the comments have been addressed. standard and Lots 3 and 4 may require Public Works 1. Page 3 of the environmental checklist has been revised to clarify that the steep slope will be in a private native growth protection area easement. The grading estimate has been changed on the plan to match the checklist. That was a typo. 2. Also, due to the lot and access road reconfiguration, the access road is longer than 200 feet. We request a variance on behalf of the applicant to exceed the 200 -foot maximum private road length in this situation. Due to grade limitations and the surrounding development pattern, there is little or no potential for future extension of the road or use by surrounding properties. The fire marshal indicated in our 1/18/06 meeting that he was not opposed to this since lots 3 and 4 will be sprinklered. Due to the unique configuration of this parcel an extended private road can provide access for this project, while not being detrimental to current or future traffic circulation patterns of the area. Ms. Lumb 2/24/2006 Page 2 Planning Division 1. The lot configuration has been revised. Your concurrence with the configuration, especially with respect to lot 4 is fundamental to most other aspects of this short plat. We request that you review this issue prior to involving other departments. 2. The applicant, who is also the builder believes they have a building configuration that will work on lot 4, while providing a back up space. I will request the applicant send you a proposed site plan. February 3, 2006 Comments Neighbor tree issue —I believe at least 1 of the trees in question is shown on the survey at the southwest corner of the neighbors property. The proposed access road is offset 5 feet from the property line. In the proximity of these trees, the new access road will traverse an areas that is already covered with a concrete driveway and the garage building. Fence issue —The common fence is very close to the property line. A retaining wall is proposed on the project side of the property line so that existing grades can be maintained at the property line. Fence removal is not anticipated. Tree mitigation —Three trees are proposed for removal in areas exceeding 15 %. Based on the tree diameters, 18 replacement trees are required and are conceptually shown. Enclosed are 4 copies of the revised preliminary civil plan and a revised environmental checklist page. If these revisions meet with your acceptance, we will revise the short plat survey map. Sincerely, Duncanson Company, Inc. Harold M. Duncanson, P.E. President Enclosure CC: Tom Donnelly NHG/Thanh February 3, 2006 Mr. Tom Donnelly Northwest Housing Guild 632 SW 150 Street, Suite B Burien, WA 98166 RE: NHG/Thanh Short Plat Dear Mr. Donnelly: • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director I am enclosing a copy of a letter that was received during the public comment period on the proposed four lot short plat at 4920 S. 114 Street. A copy of the letter was provided to the project engineer, Harold Duncanson, at our meeting on January 18, 2006 to discuss the lot layout on the site. I wanted to draw your attention to the last two concerns raised by Ms. Stephenson. The survey does not indicate the location of the trees on the Stephenson property that she is concerned about, so it is hard to determine whether the drip line extends across the property line. The project will be required to use best management practices (BMPs) to protect any portion of the drip line that extends into the project site and to minimize any damage to the root system by the construction. I am enclosing a drawing used by the City of Seattle to identify critical root zone, dripline and feeder root zone to illustrate BMPs for construction near trees. The property survey shows the common fence on the plan mentioned by Ms. Stephenson. There is no indication that the fence will be removed. Is that correct? In the technical comments letter sent on December 23, 2005, I neglected to provide comments on tree retention/tree replacement. Our sensitive areas ordinance regulates slopes 15% and greater - any trees that are removed from these areas must be replaced. The civil drawings show several trees that will be removed from steep slope areas, but does not indicate the size of the tree. A copy of the tree regulations and a Tree Permit to remove the trees is enclosed for your review and use. CL Page 1 of 2 02/02/2006 4:33 PM q: \Than Short PlatDonnelly.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 Mr. Tom Donnelly Northwest Housing Guild February 3, 2006 • • If you have any questions, please contact me at 206 -431 -3661. Sincerely, Carol Lumb Senior Planner Enclosures cc: Nora Gierloff, Planning Supervisor David McPherson, Development Engineer, Public Works Department Amy and Allan Stephenson CL Page 2 of 2 02/02/2006 4:33 PM q:\Than Short PlatDonnelly.doc February 3, 2006 • Ciiy of Tukwila Department of Community Development Steve Lancaster, Director Ms. Amy and Mr. Allan Stephenson 4936 S. 114 Street Tukwila, WA 98178 RE: NHG /Thanh Short Plat, L05 -070 and E05 -017 Steven M. Mullet, Mayor Dear Ms. Stephenson and Mr. Stephenson: Thank you for your letter providing comments and questions about the proposed short plat at 4920 S. 114 Street. I am enclosing an enlarged copy of the proposed short plat so that you can read the details more easily. The following responses address the questions you raised in your letter: Parking: the code requires two off - street parking stalls for each single family home. The parking stalls can be provided in a garage, car port or in the driveway. Surface Water: development in Tukwila must meet the standards of the King County Surface Water Design Manual. Private Drive: The enclosed civil plans illustrate the private easement that will be used to provide access. The private access road must be 20 feet in width to provide adequate access for emergency vehicles. A hammer head turn around is proposed for emergency vehicle use rather than a cul -de -sac. The Fire Department is reviewing the proposed short plat for compliance with its requirements. Watershed: there is no watershed designation on this property. The upper portion of the lot contains steep slopes that are regulated by Tukwila's Sensitive Areas Ordinance. The applicant has designated this area as a "Native Growth Protection Area," which means the area will not be disturbed by development. Development in steep slope areas requires the preparation of a geotechnical report, which the applicant has provided. Tree Roots and Common Fence: It appears that the fence is on the property line and the short plat plans do not indicate that the fence will be removed. I will confirm that with the applicant. On protecting the tree roots, the short plat survey does not identify the location of your trees so it is hard to tell how much, if any, of the trees' drip line will be affected by the adjacent development. The City will require the use of best management practices for construction within the drip line of the trees. CL Page 1 of 2 02/03/2006 12:44 PM q: \Thanh Short Piat \Stehenson.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -366 Sincerely, Carol Lumb Senior Planner Enclosures Ms. Amy and Mr. Allan Stephenson February 3, 2006 The City has provided technical comments to the applicant about the shape of the proposed lots that may result in a revision to the proposed short plat. If a revised site plan is submitted, I will send you a copy. If you have any additional questions, please let me know. I can be reached at 206 - 431 -3661. cc: Nora Gierloff, Planning Supervisor David McPherson, Development Engineer, Public Works Department Tom Donnelly, Northwest Housing Guild CL Page 2 of 2 02/03/2006 12:44 PM q:\Thanh Short Plat \Stehenson.doc January 13 2006 Department of Community Development 6300 Southcenter Boulevard #100 Tukwilla, Wa 98188 Amy & Allan Stephenson 4936 S. 114` St Seattle, WA 98178 206.725.6488 Attention Project Planner Subject: Project comments regarding 4 short plats on 4920 S. 114 St Nhg/Thanh Short Plats E05 -017 and L05 -070 Thank you for mailing the information regarding this proposed development of 4 short plats in my neighborhood Here are my comments, questions and concerns: • I did not find information regarding how the additional parking of two cars per house will be handled in such a tight area. Will two cars be able to be parked on the street in their area? Or out on S. 114 Will there be street improvements to accommodate this. I read mention of infrastructure permits and would like specific details. • There will need to be some provisions to deal with surface water as this hill has many springs. The construction that occurred to the west side of our property has already changed the amount of surface water and new springs coming through the property which flows onto the Nhg/Thanh property as well • I would like clarification of the easement boundaries with regard to the proposed street and the fence /property line. This detail was unreadable in the plat map provided. • I would like clarification on the shown building structure (garage) that remains and the easement boundaries for that in relation to the proposed street. • According to the plot map, It also looks like the upper lot infringes on a watershed designation • Will a fire truck be able to enter that road and have a 25ft turn circumference? • The property line where there is a street to be made, will go by the root systems of two very large trees that are on our property and I am concerned about damage to them. Those trees provide critical sun shelter to our house. • I have 2 dogs and the common fence that is in place is important to maintaining them safely in my yard. There have been reported roaming pit bulls in this neighbor hood and I do not want them entering my yard under any circumstances. Thank you for attention to these questions • • CITY OF TUKWILA NOTICE OF APPLICATION PROJECT. INFORMATION Tom Donnelly, of Northwest Housing Guild has filed applications for development of a four lot short plat subject to environmental (SEPA) review to be located at 4920 S. 114th Street, Tukwila. Permits applied for include E05 SEPA review L05-070, Short Plat Other known required permits include: Public Works permit to construct infrastructure and building permits. Studies required with the applications include: Geotechnical Engineering Study prepared by Earth Consultants, Inc. dated August 31, 2005. An environmental checklist has been submitted with the study identified above. FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: E05 and L05 - 070 OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., Friday, January 13, 2006. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact <project planner> at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: Notice of Completeness Issued: Notice of Application Issued: November 10, 2005 December 16, 2005 December 30, 2005 CL Page 1 of 1 12/28/2005 2:32 PM q:/Ihanh Short Piat/NOA.doc VLCNITY MAP / / +.211 2ti1 434 -21553 �[ .•2 4 04 \ E 54211 42 12100'4 / / 11005E TO RAN GRAflUC SCALE • + pcxst Ex CO 111 -210 23 E 4. 27 12114034 E- 215.02 !DK -N • NE 1/4 OF SECTION 10, TOWNS 1P 23 NORTH, RANGE 4 EAST, Wit t PRELIMINARY SHORT PLAT OF NHG/THANH SHORT PLAT / T O IS NEEDED DE IR EBNOKD \-235 / Yt 2 V" 0545 Q E< 0 EA -2214 E 1•222 1210 E 5.222.14 ,2 1 4 , 25 ACCESS • 1101Y L4DAEIO C.14¢ TO 70 PARDAUT REMOVED Ex O 0•234.24 E E •23242 TYNE E 5.232.52 ,23404 E E -232.02 3 mop= 1cu40. O DARN TAN Ex PRE ■10 Ex SSW ▪ N•22•03 ir E S -2]•02 II 1UI PC1E 134 ROME EOM • WI OM9tl0ER LS 1362 •Bi00 4010 NEAR • CAP 20O CROWN Rl[ C01 AG \ 14515 (SST 211 NOTE: TOTAL EVICTED OTT 115 PILL E0 SHORT PLAT 5200021 • 100 CT ETD SE BALANCED 01 SITE} E2D20HT TOTAL [951x0 TOTAL REPOSED: ASPHALT 14•0002 510¢ T3' RR r 045555 AO. 5 IMPERVIOUS SURFACES PRIVATE ACCESS DRIVE NTS \ _ EEIONO 1454\ i AP LS '24202 7.043 D • 0452 AC 15222 SE • 0.410 AC S0 Ex. 1100804• S2 TL 1.401 ED 3A1TD O 10. O4MJN FENCE EL 0000 401GE O E. 45101105401E EL CEAN:IT O EL 12404 DAM o EC STORY NAISME H— ER URITY POE P /0005 • Li 12604 O EL CAS PETER O Ex OAS VALVE o E. POOR POE M E. 5218 MK S CC RATIO 15101 P C. 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OA MOO (ESE) 252 -0100 ONES1 Durum Inc 01.ADE4 TO 70 M 00 w.wPI[ Q O —N • 151 SLOPE 0 ANC. 1.245040445 0 11.014 01. 014 ILIUM 0101E113, (N) ( 1 ) 1) 5 01, 01 P UGET SOHO ENERGY 1 -00- 321 -4123 —IN 1 70 85010 130 SLOPE AREA NOR: TOR 047 Wm AR NOT TO SCALE TICE 547.05 REFERENCE TEAR 102.110 00.1. DON 2AIEIRS SATE 457500*1121 AT 32 TO or WOK ODN0 LEVEL TREES WEN APE 405 .TOORGE 0.T 450 MICR TREES M0 1 492E7ADDI PAT MT. LEGAL DESCRIPTION LOT 155 N BLDG 14 O CO. HAWKS CANDO4 10013414 TO 1151 OTT Cr SEATTLE. AS PER RAT RECORDED N ]OWE 12 O RATS PAGE 52. 000405 arum =PITT 410102 ROOT MAT PET10 0E2011E0 AS 4010034 C00ERt911C AT IK 2OST NESTED, *00 O SAD LOT INN 11010E NORM 41x EAST MOO 11( I0N110STEELT 4451 O SAO LOT. 201 ESE,: HOLE 90224 1115012 EAST 0245421104 TO DC 5512100., LIVE O S1ID LOT. 40 4RO 11018 0054 SR%1 100 SEAT. NOE OR LENS. TO A PORT 02 DE 90110.412E O LTD LOT. OEN e 50 FEET EA51p.1 EROS M PONT O 70048014 DONEE NORM 341243 K51 AOG 1151 50274047 LAE Y MET TO IK THE PONT 6 700044 E33EPT SOEET. SAAR N WE Ott 6 11344 10.014 O 6240. STAR Cr 5A90HO10L 5504 04101 0 PONT NAYS 3425 TAKEN MO2 HON, CO1NTY SSOET 01145 8040*11 004011 ON BRASS DM N CAD, DOSE 0.4. MATED AT 11E N1*LDCD01 O S OEN 11 • 515 ALE REV.. NOME ME 20•CTDAE Ii.0011045 40 IE•404004 1 z 0 cc Beacon Homes Inc. PO Box 22998 Seattle, WA 98122 Janet Joyce Dukich 5001 S 114 Street Seattle, WA 98178 Anh- Phuong Nguyen 5005 S 114 Street Tukwila, WA 98178 John I Hashimoto 5111 S Avon Street Seattle, WA 98178 Thomas M & Mary E Ring 5015 S 113 Street Seattle, WA 98178 Maria Divina 11321 - 51 St Ave S Seattle, WA 98178 King County 500 King County Admin., #500A Seattle, WA 98104 Timothy W & David A Hill 5002 S 114 Street Seattle, WA 98178 Allan G & Amy M Stephenson 4936 S 114 Street Seattle, WA 98178 &AnhNLaThanh 1920 S 114 Street 1eattle, WA 98178 Lindal Co. 4300 S 104 Place Seattle, WA 98178 George H Burns 10024 S 46 Street Phoenix, AZ 85044 L &CDynasty PO Box 798 Snoqualmie, WA 98065 Robin Y & Koichi J Miyata 5103 S Avon Street Seattle, WA 98178 Gary L & Lanae M Weaver 11333 - 51 St Ave S Seattle, WA 98178 John D Williams 5013 S 113 Street Seattle, WA 98178 Dustin L Zolber 5003 S 113 Street Seattle, WA 98178 Kari L Escobedo 4950 S 114 Street Tukwila, WA 98178 Rose Sapoznick 4940 S 114 Street Tula, WA 98178 Vu L Nguyen 4908 S 114 Street Tukwila, WA 98178 Kevin Mullenniex PO Box 81245 Seattle, WA 98108 George Burns 5022 S 118 Street Tukwila, WA 98178 Boyd & Susan Watkins 804 SW 148th Street Seattle, WA 98166 Harvey H & Edith A Watanabe 11114 50AveS Seattle, WA 98178 Phyllis Jean Alexander 11313 - 51 St Ave S Seattle, WA 98178 Tim Tvedt 17623 - 153" Roadway SE Yelm, WA 98597 Jason Leschinger 5001 S 113 Street Tukwila, WA 98178 Dofo A Kosem 4948 S 114 Street Tukwila, WA 98178 Kenneth Rogers 4918 S 114 Street Seattle, WA 98178 Phayvanh Xayasensouk 2100 S 260 Street, #R301 Des Moines, WA 98198 Paul & Charlene Neuss PO Box 78673 Seattle, WA 98178 Donald R & Michelle A Latimer 15854 SE 116 Street Renton, WA 98059 Lonnie R & Linda A Mosley 11223 - 51 Ave S Seattle, WA 98178 L Calahan 11225 - 51 Ave S Seattle, WA 98178 William R Brooksher Jr. 11025 Beacon Ave S Seattle, WA 98178 Jon B Beahm 9813 23rd Ave NE Seattle, WA 98117 PATRICK & LAUREEN KELLY 11125- 51 Tukwila, WA 98178 Geo : H 10024. `° Street Ph . nix, • : 5044 Milda Wohlwend PO Box 78051 Seattle, WA 98178 Michael J & Mary J Latimer PO Box 98541 Des Moines, WA 98198 Charles R Harvey 11205 - 51 st Ave S Seattle, WA 98178 Quane & Nyphone Souriyakhat 11005 Beacon Ave S Seattle, WA 98178 Kathleen Losey 11035 Beacon Ave S Seattle, WA 98178 Darrold E Bolton 2609 - 174 Ave NE, #2147 Redmond, WA 98052 DAVID & COLLEEN HUFF 11136- 49` Ave S Tukwila, WA 98178 James A Sandberg 4928 S 113 Street Tukwila, WA 98178 Machine Works Draper 2100 W Commodore Way Seattle, WA 98199 Glenn & Pamela Lane 11211 - 51 s ` Ave S Tukwila, WA 98178 Noel Malinit 11027 Beacon Ave S Seattle, WA 98178 Robert Summerrise III 11019 Beacon Ave S Seattle, WA 98178 HARVEY & ANDREA DRAKE 11121 - 50 Ave S Tukwila, WA 98178 CARLOS ZABALA 4944 S 114 Street Tukwila, WA 98178 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION tier I. cUi6L 6) HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non- Signif ` c Notice of Public Meeting Mitigated Determination of Significance : . of Adjustment Agenda Pkt Determination of Significant Notice Scoping Board of Appeals Agenda Pkt d Notice of Action Ets Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application yx Shoreline Mgmt Permit Notice of Application for Permit "- line Mgmt __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds Box 70 - Seattle WA 98111 Other �f {,s Was mailed to each of the addresses listed on th i s 5(1 day of year 20 BS Project Name: N V" HLA4.? (-1t.,.0 tck Project Number: Lam-, --- 0 0 .. � 7S - OI1 Mailer's Signature: Person requesting mailing: 0A P:GINA WYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM December 23, 2005 Mr. Tom Donnelly c/o Northwest Housing Guild 632 SW 150 Street, Suite B Burien, WA 98166 RE: L05 -070 and E05 -017, NHG/Thanh Short Plat and Environmental Review Dear Mr. Donnelly: City of Tukwila • Department of Community Development Steve Lancaster, Director Staff has had an opportunity to review the proposed Thanh short plat in more detail and have the following technical comments. Please provide a written response and/or revised plans as appropriate. c,1 Fire Department: for questions, contact Don Tomaso, Fire Marshall, 206 -4404 1. The hammerhead turn around does not meet the required 65 feet in length for the middle leg of the turn around. A second hammerhead may be needed as one is needed for each 150 feet the emergency vehicles travels from the public road. Please revise the design of the hammerhead to comply with Fire Department requirements. 2. The travel distance by vehicle path from the existing fire hydrant on South 114 Street should be noted on the plans. Public Works: for questions, please contact David McPherson, 206 - 433 -0179 1. The environmental checklist should be revised to reflect the following comments: B. Environmental Elements 1. Earth 12/23/2005 3:10 PM CL Page 1 of 3 q:/NHG -Thanh Short Plat/L05 -070 Technical Comments.doc Steven M. Mullet, Mayor b. Verify recommended buffer area mentioned in checklist. Verify if this is the area shown on the Civil plan sheet PP1 (Sheet 1 of 1), labeled as Native Growth Protection Area. e. Verify cut and fill quantity estimate. Checklist states 1,000 cy and Civil plan sheet PP1 (Sheet 1 of 1) shows only 100 cy. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Tom Donnelly NHG/Thanh Short Plat December 23, 2005 Short Plat — L05 -070 • • 1. Verify if steep slope at NE portion of new Lot 4, is to be a private Native Growth Protection Area, as labeled on Civil plan sheet PP1 (Sheet 1 of 1). Planning Division: for questions please contact Carol Lumb, 206 - 431 -3661. 1. Tukwila Municipal Code provides guidance on the acceptable configuration for new lots. Lots 3 and 4 do not comply with TMC 18.10.060, Development Standards for Low Density Residential District, which requires that the average lot width for new lots be 50 feet. Please also refer to TMC 17.20.030 F. Lots, 1. Arrangement, which states: "Insofar as practical, side lot lines shall be at right angles to street lines..." Please revise the lot lines to comply with these two sections of municipal code. 2. Also related to the shape of the lots, as currently configured, Lot 4 has a very narrow throat. When reconfiguring the lots, please ensure there is adequate room for a vehicle to safely back out of a garage and exit the site. The following comments are provided for your information and review early in the process. They will be incorporated into comments provided at the time of preliminary short plat approval. Miscellaneous Comments Short Plat — L05 - 070 1 Provide the following notes on the final short plat map: a. "All development shall comply with Geotechnical Engineering Report, by Earth Consultants, Inc., dated August 31, 2005 and subsequent geotechnical reports." b. "No runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches." c. "Individual house foundation and drainage systems shall provide a specific geotechnical assessment, with final design recommendations." 2. Provide a copy for City review of all private ingrees, egress & utility easements — see sample enclosed. 3. Provide a copy for City review of any private storm water maintenance agreements — see sample enclosed. 4. All utilities are required to be underground, per City ordinance. 5. The private access road and driveways shall not exceed 15% slope. 6. Rockeries higher than 4' shall be structural walls and designed and stamped by a Washington State licensed professional engineer. Contact City Building Department for further requirements. 7. Prior to final short plat approval, the owner must complete and record at King County, a Sensitive Area Covenant and Hold Harmless Agreement, as site is within a Sensitive Area (steep slopes) — see sample enclosed. 8. Special assessment for City sanitary sewer shall apply and be determined by the Senior Sanitary Sewer Engineer. 9. Ryan Hill water assessment fees apply. Each new water connection will be assessed $5,804.40. CL Page 2 of 12/23/2005 3:10 PM q:/NHG -Thanh Short Plat/LOS-070 Technical Comments.doc Mr. Tom Donnelly NHG/Thanh Short Plat December 23, 2005 10. Water meter fee for a 3 /4" meter after January 1, 2006 is $5,248.00, including a Cascade Water Alliance (RCFC) charge in the amount of $4,648.00. 11. Street Use permit is required including Bond /Insurance for work within City right -of- way. 12. The applicant shall apply for Building and Public Works permit approvals. 13. Civil site plans shall be designed per City of Tukwila standards, details, and specifications. 14. The Tukwila infrastructure design and construction standard manual and other Public Works information is available on City of Tukwila web -site: www.ci.tukwila.wa.us. These applications will expire if we do not receive the requested additional information within ninety days of the date of this letter, unless an extension is granted pursuant to TMC 18.105.070(E). When re- submitting, please provide four copies of all materials. On a separate issue, I am still waiting to hear that the public notice sign is ready for installation. I cannot mail out the Notice of Application until the site is posted with the project information. If you have any questions, please call me at 206 - 431 -3661. Sincerely, Carol Lumb Senior Planner 1 • cc: Nora Gierloff, Planning Manager David McPherson, Development Engineer, Public Works Department Don Tomaso, Fire Marshall CL Page 3 of 3 12/23/2005 3:10 PM q:/NHG -Thanh Short Plat/L05 -070 Technical Comments.doc Grantor: Grantee: Grantor Legal Description: Grantee Legal Description: • • PRIVATE INGRESS /EGRESS & UTILITY EASEMENT AGREEMENT LOTS 1 - 4 Reference: City of Tukwila Short Plat No. L02 -036 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s) (grantor) in fee simple of the land_described herein. And is for the benefit of Lots 1 though 4 inclusive of Referenced Short Plat. For and in consideration of the mutual covenants and agreements hereinafter expressed and other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land do define, grant and convey to the present and the future owners (grantee) of the land described as follows: LOTS 1 THROUGH 4 INCLUSIVE, TUKWILA SHORT PLAT #L02 -036 An exclusive perpetual Private Ingress Egress and Utility Easement over, across, along, in, upon and under that portion of said grantors land described as follows: THE EAST 30 FEET OF THE WEST 300 FEET OF LOT 17, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. ALSO THAT PORTION OF SAID LOT 17 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 300 FEET OF SAID LOT 17; THENCE NORTH 87 °45'26" WEST ALONG THE SOUTH LINE OF SAID LOT 17, A DISTANCE OF 30.04 FEET; THENCE NORTH 01 °28'34" EAST PARALLEL WITH THE EAST LINE OF THE WEST 300 FEET OF SAID LOT 17, A DISTANCE OF 42.69 FEET TO THE "TRUE POINT OF BEGINNING "; THENCE CONTINUING NORTH 01 °28'34" EAST, A DISTANCE OF 32.00 FEET; THENCE NORTH 88 °57'51" WEST, A DISTANCE OF 51.12 FEET; THENCE SOUTH 01 °02'09" WEST, A DISTANCE OF 32.00 FEET; THENCE SOUTH 88 ° 57'51" EAST, A DISTANCE OF 50.88 FEET TO THE "TRUE POINT OF BEGINNING ". • • 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress Egress Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Ingress Egress — its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Ingress Egress Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against grantor arising out of the installation, operation, maintenance or repair of said Ingress Egress Line. 5. The amount and type of maintenance to be performed on any access and /or utility shall be determined by majority vote of the lot owners using the easement. Each lot shall have one vote regardless of the number of owners owning any lot. The easement shall at all times be maintained adequately to provide the necessary service. 6. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. Karnail S. Johal Gurpal Singh Paramjit S. Chhokar Karlwarn Singh Baljinder Singh • • STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is /are the person(s) who appeared before me, and acknowledged that he /she /they signed this instrument and acknowledged it to be his /her /their free and voluntary act and deed for such party for the uses and purposes therein mentioned in the instrument. DATED this day of , 2005. • Notary Signature Title Residing at My Appointment Expires I' • cn M • r 9, '4i2 :J; SAM PE DRAINAGE AND PRIVATE ROAD MAINTENANCE COVENANT This covenant is executed to provide for the repair and maintenance of the private road and drainage system within the property described below for the continued use and benefit by the owners thereof, as described below. In addition the subject private road will remain open at all times for emergency and public sewer vehicles. This covenant shall run with the land for as long as the private road and drainage system is used to serve the lots described below. Owners: The owners, Karnail S. Johal, Gurpal Singh, Paramjit S. Chhokar, Kalwarn Singh and Baljinder Singh of the Karnail Johal Short Plat, Lots 1, 2, 3, and 4 of the City of Tukwila Short Plat #L02 -036, for the private road and drainage system within said City of Tukwila Short Plat. Private Road Description: THE EAST 30.00 FEET OF THE WEST 300 FEET OF LOT 17, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. ALSO THAT PORTION OF SAID LOT 17 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 300 FEET OF SAID LOT 17; THENCE NORTH 01 °28'34" EAST ALONG THE EAST LINE OF THE WEST 300 FEET OF SAID LOT 17, A DISTANCE OF 42.69 FEET; THENCE NORTH 88 °57'51" WEST PARALLEL WITH THE NORTH LINE OF SAID LOT 17, A DISTANCE OF 30.00 FEET TO THE "TRUE POINT OF BEGINNING "; THENCE CONTINUING NORTH 88 °57'51" WEST, A DISTANCE OF 50.88 FEET; THENCE NORTH 01 °02'09" EAST, A DISTANCE OF 32.00 FEET; THENCE SOUTH 88 °57'51" EAST, A DISTANCE OF 51.12 FEET; THENCE SOUTH 01 °28'34" WEST, A DISTANCE OF 32.00 FEET TO THE "TRUE POINT OF BEGINNING." The private drainage system shall be maintained in an operable and efficient condition consistent with the 1998 King County surface water design manual or its successor document. The private road shall be maintained as an operable asphalt surfaced road. Where any question exists as to the standards to be applied, the owners may obtain a recommendation from the City of Tukwila or its successor agency and/or a licensed engineer. A minimum 60% majority of the owners may initiate an improvement or repair action. All owners shall share all associated costs on an equal basis, with no fees allowed for administration by one or more of the owners. All funds shall be due at the time that the work is billed by the respective contractor or professional. Independent payment schedules may be used if agreed upon by the majority of owners. In the event that funds are not paid when due, the aggrieved owner(s) may initiate an action to collect the funds and shall be entitled to costs and a reasonable attorney's fee upon recovery. This covenant shall be binding upon all owners, their heirs, successors or assigns. In the event that the property changes hands, the new owner shall be responsible for all past due charges outstanding against the lot at the time of transfer. Owner: Date Owner: Owner: Date Owner: • Owner: Date ". County of King ) • • VI '','" L : L � Date Date On this day of , 2005 before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. Witness my hand on official seal hereto affixed the day and year first above written. Notary Public in and for the state of Washington residing at COMMISSION EXPIRES WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 • • Grantor: Grantee: City of Tukwila, a municipal corporation of King County, Washington Legal Description (Abbreviated): A Portion of the NE %4 of the NE1/4, Sec. 10, T. 23 N., R. 4 E., WM., in King County, WA Full Legal Description is found on Exhibit `A' of this document. Assessor's Tax Parcel ID Number(s): 1334840 - 1711 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L05 -070, and/or construction permits for the Property. 1 • WHEREAS, Grantor has performed geological reports and evaluations, prepared by Earth Consultants, Inc. dated August 31, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained- for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permits) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. • • IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2005. STATE OF WASHINGTON) )ss. County of King ) Authorized Signature Authorized Signature I certify that I know or have satisfactory evidence that and is /are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires • • DATED this day of , 2005. GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ) ss. County of King ) On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at • • EXHIBIT A LEGAL DESCRIPTION OF PROPERTY • EXHIBIT B DEPICTION OF SENSITIVE AREAS December 16, 2005 Mr. Tom Donnelly Northwest Housing Guild 632 SW 150 Street, Suite B Burien, WA 98166 RE: L05 -070 and E05 -017, NHG/Thanh Short Plat and Environmental Review Dear Mr. Donnelly: With the submittal of the mailing labels on December 5, 2005, your applications for a four -lot short plat and environmental review located at 4920 S. 114 Street in Tukwila have been found to be complete on December 16, 2005 for the purposes of meeting state mandated time requirements. The next step is for you to install the notice board sign on the site within 14 days of the date of this letter. You received information on how to prepare and install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the notice board. Please call me 3 days prior to installing the notice board to arrange the pick up of the laminated Notice of Application. After installing the sign with the laminated notice, you must return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the City from requesting additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, please feel free to call me at 206 -431 -3661. Sincerely, CGL 4 i1,7" — Carol Lumb Senior Planner • Gity of Tukwila cc: Reviewing City Departments • Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION CL Page 1 of 1 12/15/2005 3:27 PM q: \L05- 070 \NHG -Thanh Short Plat- Complete.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 TO: ❑ Building ❑ Planning Project: Address: Date transmitted: Stan coordinator: Plan check date: City of Tukwila ukWira Department of Community Development LAND USE PERMIT ROUTING FORM N46/Malik Shod PIei y ei °.o 5 - „y 11- 22- et ✓ J (1) SLeA E. o5 - 0 11 S %MA 15 Crane' !Cog_ JCo i Q vt3 Uc. we 1-14i Co in g 6.44-r ME_ SDg I56 tkbaelkqe.46 1Z COMMENTS Fire Dept_ i Response reduested cy: Date response received: /2 ❑ DRC review requested ❑ Plan submittal requested I Comments orecared bv: /2_//6#5 File Numbe Vie '. �� =r�Ya - E05 - vl) 0 Police Dept. RECEIVED NOV 2 2 2005 TUKvVIL.. PUBLIC WORKS ❑ Pares /Re 0 Plani aooroved DATE: December 16, 2005 SEPA — E05 -017 5. Animals 1 • MEMORANDUM TO: PLANNING DEPT. — Carol Lumb, Senior Planner C FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: NHG/Thanh — 4 Lot Short Plat 4920 South 114 Street SEPA, Short Plat, and Miscellaneous Comments The following SEPA comments should be addressed as applicable: 1. Project to comply with Geotechnical Engineering Report, by Earth Consultants, Inc., dated August 31, 2005 and subsequent geotechnical reports. The environmental checklist should be revised to reflect the following comments: A. Background 12. Site is located in NE1 /4 of NE % of Section 10 not SE1 /4 of Section 10. B. Environmental Elements 1. Earth b. Verify recommended buffer area mentioned in checklist. Verify if this is the area shown on the Civil plan sheet PP 1 (Sheet 1 of 1), labeled as Native Growth Protection Area. e. Verify cut and fill quantity estimate. Checklist states 1,000 cy and Civil plan sheet PP 1 (Sheet 1 of 1) shows only 100 cy. a. Birds — Many common species of birds may be on the site on occasion. Also circle Hawk, heron, and eagle. Mammals — Many common species of rodents and small mammals may be on the site on occasion. c. Yes — This area is part of the Pacific Flyway. A primary corridor for migratory bird species. s-• November 23, 2005 Mr. Tom Donnelly c/o NHG 632 SW 150 Street, Suite B Burien, WA 98166 City of Tukwila • Department of Community Development Steve Lancaster, Director NOTICE OF INCOMPLETE APPLICATION RE: L05 -070 and E05 -017, NHG /Thank Short Plat and Environmental Review Dear Mr. Donnelly: Your applications for a four lot short plat and SEPA (environmental) review for property located at 4920 S. 114 Street, Tukwila have been found to be incomplete. In order to be a complete application, the following must be submitted to the permit center: a. A random check of the parcels identified as being within 500 feet of the subject site shows that a number of parcels are not represented with a mailing label. Please provide mailing labels for all properties, including both property owners and tenants, within 500 feet of the site along with a list that correlates the mailing label with a parcel number. Upon receipt of these items, the City will re- review the applications for completeness and will mail you written notification of completeness or incompletness within 14 days. These applications will expire if we do not receive the requested additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.105.070(E). If you have any questions with this matter you may call me at 206 -431 -3661 Sincerely, 440 PIt4" Carol Lumb Senior Planner cc: Nora Gierloff, Planning Supervisor Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • GEOTECHNICAL ENGINEERING STUDY TUKWILA SHORT PLAT 4920 SOUTH 114TH STREET TUKWILA, WASHINGTON E -11978 August 31, 2005 PREPARED FOR NORTHWEST HOUSING GUILD, LLC Eric L. Woods Staff Geologist Kristina M. Weller, PE Manager of Geotechnical Services Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 (425) 643 -3780 Toll Free 1- 888 - 739 -6670 RECEIVED SEP 0 S 2005 Duncanson SW 155t Inc. 145 k St. ut t e # 102 Seattle, WA 98166 RECEIVED NOV 10 2005' COMMUNITY DEVELOPMENT Earth Gontltants, Inc. Geotechnical Engineers, Geologists & Environmental Scientists Construction Testing & ICBO / WABO Inspection Services August 31, 2005 E -11978 Northwest Housing Guild, LLC 632 Southwest 150th Street, Suite B Burien, Washington 98166 Attention: Mr. Cliff Running Dear Mr. Running: Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Tukwila Short Plat, 4920 South 114th Street, Tukwila, Washington ". This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our proposal, PR -1 1978, dated July 18, 2005. Based on the results of our study, it is our opinion development of the site with four new single - family residence lots is feasible from a geotechnical engineering standpoint. The proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil or structural fill. Slab on grade floors may be similarly supported. ECI should review the site grading plans once they are completed to reevaluate the recommendations provided in this report and to provide additional recommendations, as necessary. We appreciate this opportunity to have been of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CO.NSULTANTS, INC. Eric L. Woods Staff Geologist ELW /KMW /lap 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 • Established 1975 Other Locations Fife I PORTANT INFORMATICS ABOIJT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical- related delays, cost - overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project- specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads. parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage. or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken. when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions,. their likely reaction to proposed construction activity, and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly - changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- water fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the dient involved and expressly for purposes indicated by the dient. Use by any other persons for any purpose, or by the dient for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. Or t • • TABLE OF CONTENTS E -11978 Earth Consultants, Inc. PAGE INTRODUCTION 1 General 1 Project Description 1 Scope of Services 2 SITE CONDITIONS 3 Surface 3 Subsurface 3 Groundwater 4 Laboratory Testing 5 ENVIRONMENTALLY SENSITIVE AREAS CONSIDERATIONS 5 DISCUSSION AND RECOMMENDATIONS 6 General 6 Site Preparation and General Earthwork 7 Erosion Control and Stripping 7 Temporary Slopes 7 Structural Fill 8 Permanent Slopes 9 Foundations 9 Slab -on -Grade Floors 1 1 Seismic Design Considerations 1 1 Ground Rupture 1 1 Liquefaction 1 1 Ground Motion Response 12 Site Drainage 12 LIMITATIONS 13 Additional Services 13 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 APPENDICES Appendix B Plate B1 • • TABLE OF CONTENTS, Continued E -11978 Vicinity Map Boring Location Plan Typical Footing Subdrain Detail Appendix A Field Exploration Plate A 1 Legend Plates A2 through A6 Boring Logs Laboratory Test Results Grain Size Analyses Earth Consultants, Inc. General Project Description • • GEOTECHNICAL ENGINEERING STUDY TUKWILA SHORT PLAT 4920 SOUTH 114TH STREET TUKWILA, WASHINGTON E -11978 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the Tukwila Short Plat located at 4920 South 114th Street in Tukwila, Washington. The general location of the site is shown on the "Vicinity Map ", Plate 1. We understand it is planned to short plat the approximately 33,040 square -foot, single - family residence lot. A review of a preliminary site plan provided by the client indicates the development will be comprised of four new single - family residence lots. The proposed development will be accessed by a paved roadway extending northeast from South 1 14th Street. An existing single - family residence and several outbuildings currently occupy the southern portion of the site. The existing single - family residence is to remain on the southern lot. The existing outbuildings are to be removed to make way for the proposed development. At the time our study was performed, the proposed lot configurations, existing structures, and our exploratory locations were approximately as shown on the "Boring Location Plan ", Plate 2. We anticipate the proposed residences will be two to three stories in height and will be of relatively lightly loaded, wood -frame construction with a combination of slab -on- grade and wood joist floors. Based on our experience with similar projects, we anticipate wall loads will be in the range of 2 to 3 kips per lineal foot, column loads in the range of 15 to 20 kips, and slab -on -grade floor loads of 150 pounds per square foot (psf). Based on the existing topographic relief, we estimate maximum cuts will be in the range of 10 feet or less. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 • • The conclusions and recommendations in this study are based on our understanding of the proposed development, which is in turn based on the project information provided us. If the above project description is incorrect, or if the project information changes, we should be consulted to review the recommendations contained in this study and make modifications, if needed. Scope of Services The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to develop geotechnical engineering recommendations for the proposed site development. Our scope of services included drilling five borings across the site, laboratory testing, and preparation of this report that specifically addresses: • Surface and subsurface soil and water conditions E -11978 Page 2 • Site preparation, grading and earthwork procedures, including stripping depth recommendations and details of structural fill placement and compaction • Suitability of existing on -site materials for use as structural fill, and recommendations for imported fill materials • Geotechnical seismic design criteria, including evaluation of potential liquefaction hazard • Short-term and long -term groundwater management and erosion control measures • Foundation design criteria • Estimates of anticipated settlement magnitudes • Temporary and permanent slope recommendations Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Surface • • SITE CONDITIONS E -11978 Page 3 The property is located at 4920 South 1 14th Street in Tukwila, Washington as shown on the "Vicinity Map ", Plate 1. The subject site is bordered to the southwest by South 114th Street, to the northwest by a single - family residence and undeveloped forest, to the northeast by an undeveloped alignment of South 1 13th Street, and to the southeast by two single - family residences and undeveloped forest. The southernmost portion of the subject lot is currently developed with a single - family residence, garage, and swimming pool. The site is comprised of a southwest - facing slope, which descends from the undeveloped alignment of South 1 13th Street along the northeast property line to South 114th Street along the southwestern property line, with approximately 76 feet of elevation change across the site. Most of the site descends southwest at gradients in the range of approximately 10 to 25 percent. The northern -most portion of the site contains slopes with gradients in the range of approximately 40 to 50 percent. The site is primarily vegetated with grass, with several large- diameter deciduous trees occupying the central portion of the site. Blackberry brambles vegetate the northern portion of the site just below the steep slope, and small- to medium - diameter deciduous trees with a mixed brush undergrowth vegetate the slope in the northernmost portion of the site. Subsurface Subsurface conditions were evaluated by drilling five borings to a maximum depth of 6.5 feet below existing grade at the approximate locations shown on the "Boring Location Plan ", Plate 2. Please refer to the "Boring Logs ", Plates A2 through A6, for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At our boring locations, we encountered a surficial layer of topsoil and /or sod. The topsoil was typically 4 to 6 inches thick. The topsoil was characterized by its dark - brown to black color and organic content. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Groundwater • • Earth Consultants, Inc. E -11978 Page 4 Underlying the topsoil layer at our boring locations, loose to medium dense silty sand (Unified Soil Classification SM) was encountered. The silty sand generally became medium dense to dense at 2.5 feet and extended to depths ranging from 2.5 to 5 feet below existing grade. The silty sand extended to the maximum depth explored at Boring B -3. Underlying the silty sand, medium dense to very dense soils comprised of silty sand with gravel (SM), sandy silt (ML), and poorly graded sand with gravel (SP) was encountered to the maximum depth explored at Borings B -1, B -2, B -4, and B -5. Review of the Seattle Composite Geologic Map (Shimel, Booth, and Troost, 2003) indicates the site is immediately underlain by Vashon recessional outwash (Map unit Qvr) deposited by meltwater from the receding Vashon glacier. Our fieldwork generally correlates with the geologic map designation. Groundwater was not encountered during our exploration in August 2005. However, we did encounter iron oxide staining at two of our exploratory locations (Borings B -1 and B -2), at depths ranging from 2.5 to 5 feet below existing grade. The iron oxide staining may be indicative of seasonal, perched groundwater collecting above dense, low permeability soils encountered in our borings. As such, seepage should be expected in excavations if work is to be done in the winter. The contractor should be made aware that groundwater levels are not static and the magnitude of flow may vary seasonally. There will be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically October through May). • • GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Laboratory Testing E -11978 Page 5 Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification, and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring Togs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in -situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of 15 days following completion of this report, unless we are otherwise directed in writing. ENVIRONMENTALLY SENSITIVE AREAS CONSIDERATIONS The Tukwila Municipal Code (TMC), Chapter 18.45.120.A, provides criteria for designating areas of potential geologic instability. The potentially unstable areas are classified by the TMC as follows: 1. Class 1 area, where landslide potential is low, and which slope is less than 15 %; 2. Class 2 areas, where landslide potential is moderate, which slope is between 15% and 40 %, and which are underlain by relatively permeable soils; 3. Class 3 areas, where landslide potential is high, which include areas sloping between 15% and 40 %, and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40 %; 4. Class 4 areas, where landslide potential is very high, which include sloping areas with mappable zones of groundwater seepage, and which also include existing mappable landslide deposits regardless of slope. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 • • E -11978 Page 6 Based on our subsurface exploration, review of topographic data contained on a preliminary site plan provided by the client, review of available geology maps, and consideration of the TMC, Chapter 18.45.120.A, portions of the site meet the criteria of Class 1 through Class 3 areas. Based on our subsurface exploration, the site is underlain by relatively permeable soils. Site slopes with gradients less than 15 percent meet the criteria of Class 1, while site slopes with gradients of 15 percent to 40 percent meet the criteria of Class 2. The steep slope in the northernmost portion of the site meets the criteria of Class 3 due to having gradients of 40 percent and greater. Based on our current understanding of the project, the steep slope in the northern portion of the site is to remain undeveloped. General DISCUSSION AND RECOMMENDATIONS Based on the results of our study, in our opinion, development of the site with four, new single - family residence lots is feasible from a geotechnical engineering standpoint. The proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soils or on structural fill. Slab - on -grade floors may be similarly supported. The site is underlain by up to 2.5 feet of loose native granular soils. If loose soil is encountered at construction subgrade elevation, it should either be compacted in place to the requirements of structural fill, or it should be overexcavated and replaced with structural fill. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Northwest Housing Guild, LLC and their representatives. No warranty, expressed or implied, is made. This report in its entirety should be included in the project contract documents for the information of the contractor. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Site Preparation and General Earthwork Erosion Control and Stripping • • E -11978 Page 7 Based on our understanding of the proposed development plan, site earthwork will likely consist of: installing erosion control measures; stripping the site; cutting and filling the site to provide building pad and street grades; installing underground utilities; preparing curb, gutter, sidewalk, and roadway subgrades; and constructing single - family residences on the lots. Prior to removal of the vegetation, the clearing limits should be flagged. A silt fence should be installed downslope of proposed grading areas, and a construction fence should be installed at the top of any proposed cut slopes. We recommend that once the site clearing limits are flagged, ECI be contacted to walk the site with the contractor in order to provide additional geotechnical and erosion control recommendations. After the site is logged and grubbed, the proposed grading areas of the site should be stripped and cleared of surface vegetation, organic matter, and other deleterious material. Existing utility pipes to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and stability problems. The sod and topsoil encountered in our test pits was generally on the order of 4 to 6 inches thick. The sod and topsoil should be stripped and removed from the site, or it may be stockpiled on site to be used in landscaping areas. The stripped materials should not be mixed with materials to be used as structural fill. During construction, the site must be graded such that surface water is collected and tightlined to an appropriate drainage facility. Water must not be allowed to stand in fill areas or where buildings, slabs, or pavements are to be constructed. Loose surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration into the soils. Temporary Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Structural Fill Earth Consultants, Inc. E -11978 Page 8 In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and federal (OSHA) safety regulations. Based on the information obtained from our field exploration and laboratory testing, the loose to medium dense soils encountered in our borings would be classified as Type C by OSHA /WISHA. Temporary cuts greater than 4 feet in height in Type C soils may be sloped to a maximum inclination of 1.5H:1V (Horizontal:Vertical). The underlying dense to very dense soils would be classified as Type B by OSHA /WISHA. Temporary cuts greater than 4 feet in height in Type B soils may be sloped to a maximum inclination of 1 H:1 V. Where groundwater seepage is encountered, the saturated soils should be treated as a Type C soil and should be cut no steeper than 1.5H:1V. If slopes of this inclination or flatter cannot be constructed, temporary shoring may be necessary. If temporary shoring is required, we will be available to provide shoring design criteria. Structural fill is defined as compacted fill placed under buildings, roadways, floor slabs, pavements, and other load- bearing areas or on slopes. Structural fill should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D -1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Based on the results of our laboratory tests, the on -site soils at the time of our exploration appeared to be near their optimum moisture content; therefore, they should be suitable for use as structural fill. Laboratory testing indicates the site soils have between 3 and 57 percent fines passing the No. 200 sieve. Soil with fines in excess of approximately 5 percent will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum level. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 In our opinion, to maximize the success of using the existing site soils for structural fill, provisions should be made for stockpiling and protecting suitable on -site soils. Successful use of the native soils as structural fill will require that soil stockpiles be covered with plastic sheeting. The entire stockpile, down to the toe of the pile, should be covered with the plastic sheeting. Excavation and placement of the native soils should only be performed during dry weather conditions. ECI should periodically meet with the contractor during construction to assess the suitability of the on -site soils for use as structural fill. If the site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import a soil that can be compacted. During dry weather, any non - organic, compactable soil with a maximum grain size of 4 inches can be used. Fill for use during wet weather should consist of a fairly well - graded granular material having a maximum grain size of 4 inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4 -inch fraction. Permanent Slopes Foundations • • Earth Consultants, Inc. E -11978 Page 9 Permanent cut and fill slopes should be inclined no steeper than 2H:1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Fill slope construction should also be observed under the full -time observation of an ECI representative to test structural fill soils. Supplementary recommendations can be developed, if needed, to improve stability, including flattening of slopes, placing erosion control fabrics, or installation of surface or subsurface drains. Permanently exposed slopes should be hydroseeded with an appropriate species of vegetation to reduce erosion and improve stability for the surficial layer of soil immediately after construction. In the summer months, it may be necessary to water the slopes to maintain the hydroseed germination. Based on the results of our study, in our opinion, the proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil or structural fill used to modify site grades. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 Slab -on -Grade Floors Seismic Design Considerations Ground Rupture Liquefaction • • Earth Consultants, Inc. E -11978 Page 11 Slab -on -grade floors should be supported on competent native soil or on granular structural fill. Disturbed subgrade soil must either be recompacted or replaced with structural fill. Slabs placed on structural fill or the native soils should be provided with a capillary break consisting of a minimum of 4 inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude earthquake in the Nisqually area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain -to -grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt), it must be loose, it must be below the groundwater table, and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 • • E -11978 Page 12 In our opinion, based on the soil gradation and density and the lack of a shallow groundwater table, the potential for widespread liquefaction- induced settlement at this site is low to negligible. Ground Motion Response The 2003 International Building Code (IBC) earthquake regulations section contains a static force procedure and a dynamic force procedure for design -base shear calculations. Based on the encountered soil conditions, it is our opinion "Site Class C, Very Dense Soil and Soft Rock" from Table 1615.1.1 of the IBC, should be used to characterize the site soils. Site Drainage Groundwater was not encountered during our exploration in August, 2005. However, we did encounter iron oxide staining at two of our exploratory locations (Borings B -1 and B -2) at depths ranging from 2.5 to 5 feet below existing grade. The iron oxide staining may be indicative of seasonal, perched groundwater collecting above dense, low permeability soils encountered in our borings. If seepage is encountered, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. Final site grades must allow for drainage away from the residence foundations. The ground should be sloped at a gradient of 3 percent for a distance of at least 10 feet away from the residences. Footing drains should be installed around the perimeter of the residences, at or just below the invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on the "Typical Footing Subgrade Detail ", Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Northwest Housing Guild August 31, 2005 • • Additional Services LIMITATIONS E -11978 Page 13 Our• recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the borings. Soil and groundwater conditions between borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. E`c`f .. Y- 7 '` a rs, ?' N*4 t cis { A Earth Consultants, Inc. Geotechnical Engineering. Geology. Environmental Sciences Construction Testing & ICBO / WABO Inspection Services VICINITY MAP TUKWILA SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 11978 CHKD. ELW DATE 8/24/05 PLATE 1 r1S �t 8 .�Itt I S y 1TTNDEON ST .... H I 2:1 y rd:r:k. I O DPI y t _ x rF� ' , rr7 r * .! N'_ TOR L v'—i ..> , S .,r ,.n • '^: `' S I BANGOR A s Sg9TN; TEZ v 1 '.2t ? S FO L OA In es ` S ▪ L F0 ." �. S7 , - C y • t y �� \ (I t r ,,,N •sK ` �.' N. i., t`. Very .4 •., l .t q �''s y Nt Inds :,n I ..I- i+i of i. s r;. ,., ` .. ILt:FCH(R ". JIORF. y Si . 1 S .I i ..QOP,E +.. y1 ..A J. S _ n RYAN ._. ;T a N, AC THISTLE F7, 1 yqN S,'. CLOVENITALE Y • S rate!t1 I ,1 6 .1 4P • 1 ��• t '.S N1RF0't ;I s x..` LP �. 0 S 1 W r -r v 4. ST • F L;i0 .; (rsi , 1' ISLAM) BFACH . T K "° ±JPATIAIK p,V 4TLA/i nC CITY PARK Art 4N71;: t :TTN 5OA/ RMHP k4Ys!FN • YAOIf i.f 18 ;s am ill kill/ 5 , ' 1 A` ufd)' >tA � tit' , W ':f S SIGTH : ' + .r ` .t rM,jl n, S 11TTN ST , i 11TTH 5 1 M a r l ''''',,,;,r ` St " � 5_ 1 l 8TH pl 1131N >. 5 I191H ' a ' IISTH ST' sr ,IHNIPIR _ Sr 5 7.7, 121)1H " 'i S I» N Si._ ¢ ' i 1 ,n 0 _z �- S 121ST >T'tz , j' . -4 , ' K a' co LAKE WASHINGTON 11511i ST /..I 11 - I[SiH y _ . �S 16TH ST s 1TG . I • llatll P s- 1' Ise • Reference: King County Map 625 By Thomas Brothers Maps Dated 2005 NORTH 0 Earth Consultants, Inc. ^ `~ ,(�,_c Geotechnical Engineering. Geology, Environmental Sciences ,, « 4 J' Construction Testing & ICBO /WABO Inspection Services BORING LOCATION PLAN TUKWILA SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 11978 CHKD. ELW DATE 8/24/05 PLATE 2 S 178.56 't S T B-1 � _ Approximate location of ECI boring, 1 Proj. No. 11978, August 2005 0 NORTH 50 SCALE IN FEET REFERENCE: DUNCANSON COMPANY, INC., 8/1/05 Geotechnical Engineering. Geology. Environmental Sciences 0 ,,, Earth Consultants, Inc. Construction Testing & ICBO /WABO Inspection Services TYPICAL FOOTING SUBDRAIN DETAIL TUKWILA SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 11978 CHKD. ELW DATE 8/24/05 PLATE 3 4 INCH MIN. DIAMETER PERFORATED PIPE LEGEND 2 INCH MIN. 4 INCH MAX. Surface seal; native soil or other low permeability material Washed rock or pea gravel Drain pipe; perforated or slotted rigid Schedule 40 PVC or SDR 35 pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. SLOPE TO DRAIN SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING • 0 APPENDIX A FIELD EXPLORATION E -11978 Our field exploration was performed on August 5, 2005. Subsurface conditions at the site were explored by drilling five borings to a maximum depth of 6.5 feet below existing grade. The borings were drilled by Boretec using an Acker limited- access drill rig. The approximate boring locations were determined by pacing from site features depicted on a preliminary site plan provided by the client. The elevations were estimated based on topographic lines depicted on the site plan. The locations and elevations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the "Boring Location Plan ", Plate 2. The field exploration was continuously monitored by a geologist from our firm who classified the soils encountered, maintained a log of each boring, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually classified in accordance with the Unified Sod Classification System, which is presented on the "Legend ", Plate Al. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of the borings are presented on Plates A2 through A6. The final logs represent our interpretations of the field logs and the results of our laboratory examination and testing. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The borings were drilled using hollow stem augers. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D -1586. The split spoon samples were driven with a 140 - pound hammer freely falling 30 inches. The number of blows required to drive the last 12 inches of penetration are called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. These results are recorded on the boring logs at the appropriate sample depths. Earth Consultants, Inc. } MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse grained soils More than 50% material larger than No. 200 sieve size Gravel and gravelly soils More than 50% coarse fraction retained on No. 4 Sieve Clean gravels (little or no fines) O O O O ° 0 0 ° o ° o ° , o c p c S OW g W Well- graded gravels, gravel -sand mixtures, little or no fines , i?• g • • I • I • i s o ...r GP 9P Poorly graded gravels, gravel sand mixtures, little or no fines Gravels with fines (appreciable amount of fines) •' • GM 9m Silty gravels, gravel-sand-silt mixtures • GC gc Clayey gravels, gravel- sand -clay mixtures Sand and sandy soils More than 50% coarse fraction passing No. 4 Sieve Clean sand (little or no fines) • o ° •00.0 0 0 ° 0 • .• °° S.°.°.%°..° SW sw Well- graded sands, gravelly sands, little or no fnes °•0 ° ° °- ; ° °- ° . > :0°.°.%% SP S P Poorly- graded sands, gravelly sands, little or no fines Sands with fines (appreciable amount of fines) ji I II SM sm Silty sands, sand -silt mixtures /SC sa Clayey sands, sand -clay mixtures Fine- grained soils More than 50% material smaller than No. 200 sieve size Silts Liquid limit and clays less than 50 ML ml Inorga rock flour, silty clayey nic fi si lts ne and sands clayey fine si with slight plasticity . �� / // CL cI Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays i i i i OL oI Organic silts and organic silty clays of low plasticity Silts Liquid limit and clays greater than 50 V)) MH mh , fine sand Inorganic or siltysilts soils micaceous or diatomaceous CH ch Inorganic clays of high plasticity, fat clays . ,. ., OH oh Organic clays of medium to high plasticity, organic silts Highly organic soils ,, u u u u pT pt Peat, humus, swamp soils with high organic contents Topsoil W W W * V W W Humus and duff layer Fill • i ' i'ii %*' •�•�•�•�•�•• • Highly variable constituents • The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED " SAMPLE NOT RECOVERED pcf DRY DENSITY, Ib. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX Earth Consultants, Inc. Geotechnical Engineers. Geologists & Environmental Scientists 2" O.D. SPLIT SPOON SAMPLER 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION 1 SUBSEQUENT GROUNDWATER LEVEL WITH DATE LEGEND - Al Project Name: Tukwila Short Plat Sheet of 1 1 Job No. 11978 Logged by: ELW Start Date: 8/5/05 Completion Date: 8/5/05 Boring No.: B -1 Drilling Contractor: Boretec Drilling Method: HSA Sampling Method: SPT Approximate Grc 240' Hole Completion: ❑ Monitoring Well ❑ Piezometer 1 Abandoned, sealed with bentonite General Notes W ( %) No. Blows Ft. Graphic Symbol aldweS 7d 43daa • USCS Symbol Surface Conditions: Topsoil and sod: 4 "; grass 12.1 14.1 14.6 21 48 2 3 4 5 6 SM Brown silty medium SAND, medium dense, moist -iron oxide staining ML Brown to gray sandy SILT, medium dense, moist to wet -iron oxide staining, trace gravel - becomes dense, trace iron oxide staining - becomes gray, moist -56.9% fines Boring terminated at 6.5 feet below existing grade due to rock obstruction. No groundwater was encountered during drilling. Boring backfilled with bentonite and cuttings. Borings drilled by Boretec using an Acker limited- access drill rig. Elevations estimated from topographic lines depicted on a site plan provided by the client. • Earth Consultants, Inc. Ceotechnical Engineers. Geologists & Environmental Scientists Tukwila Short Plat Tukwila, Washington Proj. No. 1 1978 I own. ELW I Date August 2005 Checked ELW I Date 8/19/05 I Plate A2 Boring Log N O Qi ai 0 0 U W m 0 0 z lb Subs con d ep i c t e d re present our observations at the time and location of this exploratory hole. modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: Tukwila Short Plat Sheet of 1 1 Job No. 11978 Logged by: ELW Start Date: 8/5/05 Completion Date: 8/5/05 Boring No.: B -2 Drilling Contractor: Boretec Drilling Method: HSA Sampling Method: SPT Approximate Ground 255' Hole Completion: ❑ Monitoring Well ❑ Piezometer with bentonite Abandoned, sealed General Notes W (7° No. Blows Ft. -1 Graphic Symbol id Lade° • Sampie USCS Symbol Surface Conditions: Topsoil and sod: 4"; grass 6.9 5.0 56/10: SM Brown silty SAND, loose to medium dense, moist - becomes very dense, iron oxide staining SM Brown silty SAND with gravel, very dense, moist Boring erminated at 3.0 feet below existing g grade due to rock obstruction. No groundwater was encountered during drilling. Boring backfilled with cuttings. Earth Consultants, Inc. Geotechnical Engineers, Geologists & Environmental Scientists Boring Log Tukwila Short Plat Tukwila, Washington Proj. No. 11978 I Dwn. ELW I Date August 2005 Checked ELW I Date 8/19/05 I Plate A3 Subsurface cnnditinnc denir:tpd ranracPnt mil* nhcanmtinne n+ the, {Irr.a nn.l L...B......f •hie �....i.........., i...i... ..,...a:a,.a 6. Boring Log and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: Tukwila Short Plat Sheet of 1 1 Job No. 11978 Logged by: ELW Start Date: 8/5/05 Completion Date: 8/5/05 Boring No.: B -3 Drilling Contractor. Boretec Drilling Method: HSA Sampling Method: SPT Approximate Ground Surface Elevation: 262' Hole Completion: ❑ Monitoring Well ❑ Piezometer 0 Abandoned, sealed with bentonite General Note W ° � No. Blows s :c o c7 kn E 0 _ m it E ° kn . kn c kn EE D kn Surface Conditions: Topsoil and sod: 4"; grass 2.4 7.3 5.6 21 65 /6 - 1 2 a - 4 SM Brown silty fine SAND, medium dense, moist - becomes fine to medium grained - becomes fine grained, contains gravel, becomes lightly cemented - becomes medium grained, very dense 15.4% fines — 5 . ,. Boring terminated at 5.0 feet below existing grade due to rock obstruction. No groundwater was encountered during drilling. Boring backfilled with bentonite and cuttings. Earth Consultants, Inc. Geolechnical Engineers, Geologists & Prwlron nental Scientists Boring Log Tukwila Short Plat Tukwila, Washington Proj. No. 11978 I Dwn. ELW I Date August 2005 Checked ELW I Date 8/19/05 I Plate A4 Subsurface conditions depicted represent our observati t th ti d I 0 0 0 W q m m 0 z a 0 m Boring Log ons a e mean ovation of th exploratory hole modified by engineenng tes ana and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or Interpretation by others of information presented on this log. Project Name: Tukwila Short Plat Sheet of 1 1 Job No. 11978 Logged by: ELW Start Date: 8/5/05 Completion Date: 8/5/05 Boring No.: B -4 Drilling Contractor: Boretec Drilling Method: HSA Sampling Method: SPT Approximate Ground 264' Hole Completion: ❑ Monitoring Well ❑ Piezometer 1 Abandoned, sealed with bentonite General Notes W ( %) N glows Ft. 1 Graphic Symbol aldwes id Lpclaci • USCS Symbol Surface Conditions: Topsoil and sod: 6 "; blackberry brambles 4.6 2.4 20 47 - 1 3 " SM Brown silty fine SAND, loose, moist - becomes medium grained, medium dense - contains gravel - II • s SP Brown poorly graded SAND with gravel, dense, moist -3.1 %fines L 0' a ° . Boring terminated at 6.5 feet below existing grade due to rock obstruction. No groundwater was encountered during drilling. Boring backfilled with bentonite and cuttings. Earth Consultants, Inc. Geotechntcal Engineers. Geologists & Environmental Scientists Boring Log Tukwila Short Plat Tukwila, Washington Proj. No. 11978 I Dwn. ELW I Date August 2005 Checked ELW I Date 8/19/05 I Plate A5 S ubsurface conditions dPnirtPd rPnrPCPnf n1 1r nhennlnfinne .nf fhn fire,. nnel Innnfl..n ..[ 46i., ,.....1.......4...... L...I.. ......41A..d L.....-- ..�� -..i.� L - -a- -- _L. -.- Boring Log and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or nterpretation by others of information presented on this log. BV BORING LOG Project Name: S Sheet of Job No. L Logged by: S Start Date: C Completion Date: B Boring No.: Drilling Contractor. D Drilling Method: S Sampling Method: Approximate Ground Surface Elevation: H Hole Completion: General W W N No r r .—a _ _c o _ _ a S Surface Conditions: Topsoil and sod: 6"; blackberry brambles 0 0 0) P m I- 0 U W a m 6.0 S 21 = _ — 2 — SM B Brown silty SAND, loose, moist — - — = = = 3 3 — SM B Brown silty fine to medium SAND with gravel, medium dense, — m -- 5 Boring terminated at 5.0 feet below existing grade due to refusal. No groundwater was encountered during drilling. Boring backfilled with bentonite and cuttings. n -, B Boring Log Proj. No. 1 1978 I I D wn. E LW I I Date August 2005 C Checked ELW I I Date 8/19/05 I P Plate A6 Subsurface conditions depicted represent our observations at the ti d I t ti f • 4 Boring Log mean oca ono 41.1..........1........,..-. hole mod b e ngineer i ng t es t s , ana and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or Interpretation by others of information presented on this log. 4 • 0 APPENDIX B LABORATORY TEST RESULTS E -11978 Earth Consultants, Inc. . Particle Size Distribution Report 5 m e n 5 e C a & E l a 8 1 100 90 80 70 Z 60 it Z 50 LU X W 40 d 30 20 10 0 ♦1_ ■xMpM M, • • • ■ • ■ 1 ♦ s , ♦ ■ 200 100 10 1 01 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND % SILT I % CLAY USCS AASHTO PL LL o 2.1 41.0 56.9 ML ❑ 13.5 71.1 15.4 SM A 42.9 54.0 3.1 SP SIEVE Inches size PERCENT FINER SIEVE number size PERCENT FINER SOIL DESCRIPTION 0 ❑ 0 0 0 0 0 B-1: 5' - ML Gray sandy Silt 14.6% Moisture DB- 3:4' -SM Brown silty Sand; 5.6% Moisture o B 5' - SP Gray poorly graded Sand with gravel: 2.4% Moisture 1.5 3/4 3/8 100.0 100.0 100.0 100.0 100.0 96.9 100.0 63.8 59.8 #4 #8 #16 #30 #50 #100 #200 97.9 96.9 95.2 92.4 83.5 67.3 56.9 86.5 82.6 77.6 66.4 40.6 20.3 15.4 57.1 55.1 51.9 43.9 24.9 6.4 3.1 >< GRAIN SIZE REMARKS: D60 D30 D10 0.0961 0.492 0.222 9.92 0.353 0.180 0 FTJ /JLC ❑ F17 /JLC o FTJ /JLC COEFFICIENTS Cc Cu 0.07 55.17 o Source: Sample No.: B - Elev./Depth: 5' ❑ Source: Sample No.: B -3 Elev./Depth: 4' A Source: Sample No.: B-4 Elev./Depth: 5' EARTH CONSULTANTS, INC Client Northwest Housing Guild, LLC Project: Tukwila Short Plat ProiectNo.: E -11978 Plate B1 i lo 4_ Copies DISTRIBUTION E -11978 Northwest Housing Guild, LLC 632 Southwest 150th Street, Suite B Burien, Washington 98166 Attention: Mr. Cliff Running Earth Consultants, Inc. NHG?hanh Short Plat Technical Information Report NHG /Thanh Short Plat Prepared: November 10, 2005 DCI Project: 04351 Duncanson Company, Inc. 145 SW 155` Street, Suite 102 Seattle, Washington 98166 (206) 244-4141 RECEIVED NOV 10 2005 11/09/05 DC1 04351 COMMUNITY DEVELOPMENT NHG/Tbanh Short Plat 11/09/05 DCI 04351 NHG,Tharth Short Plat 11/09/05 DCI 04351 • • 1. Project Overview ' The proposed NHG /Thanh Short Plat (Project) is a 4 -lot single - family short plat project located at 4920 South 114th Street in Tukwila, Washington. The project area (Site) includes tax parcel 3348401711, which is approximately 0.758 acres in size. The current site includes the following features: an existing house that will be retained, an existing garage that will be partially retained, and an existing pool with associated deck to be removed. The site is bordered to the southwest by South 114 Street, to the northwest by a single- family residence and undeveloped forest, to the northeast by an undeveloped alignment of South 113 Street, and to the southeast by two single - family residences and undeveloped forest. The site slopes downward from northeast to southwest with approximately 76 feet of elevation change across the site. The northern-most portion of the site contains slopes that are between 40 and 50 percent. The current site is primarily vegetated with grass, blackberries, varying sizes of deciduous trees, and a mixed brush undergrowth. The four proposed lots will access South 114 Street via a paved private access drive located in an easement on proposed lots 1, 2 and 3. This easement will also be used for utilities and storm drainage. We are proposing a parallel storm water detention tank system, which will be connected to the existing storm drainage system in South 114 Street. Water quality will be provided, possibly via Stormceptors or a wetvault. Included are Figures 1.1 — Technical Information Report Worksheet and 1.4 — Soils Map for reference. Also see Figures 1.2 — Vicinity Map and 1.3 — Assessor's Map for a ' detailed Site location. NHG/rhanh Short Plat 11/10/05 DC104351 King County De ent of Development and Environmen ervices TECHNICAL IN RMATION REPORT (TIR) W KSHEET Part 1 PROJECT OWNER & PROJECT ENGINEER Project Owner: Address: Han Thanh La & Anh Nguyet La 4209 South 114th Street Tukwila, WA 98178 Phone: Project Engineer: Harold M. Duncanson, P.E. Company: Duncanson Company, Inc. Address /Phone: 145 SW 155 St, Suite 102 Seattle, WA 98166 (206) 244 -4141 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivision X Short Subdivision ❑ Grading ❑ Commercial ❑ Other: Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community: Drainage Basin: Highline Duwamish River Part 6 SITE CHARACTERISTICS Part 2 PROJECT LOCATION & DESCRIPTION Project Name: NHG/Thanh Short Plat Location: Township 23N Range 4E Section 10 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline Management ❑ COE 404 ❑ Rockery ❑ DOE Dam Safety ❑ Structural Vaults ❑ FEMA Floodplain ❑ Other: Commercial ❑ COE Wetlands ❑ Other: Building Permit ❑ River ❑ Floodplain ❑ Stream ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps /Springs ❑ Depressions /Swales ❑ High Groundwater Table ❑ Lake ❑ Groundwater Recharge X Steep Slopes Greater than 40% ❑ Other FIGURE 1.1 Part 7 SOILS 0 Soil Type Slopes Alderwood Gravelly Sandy Loam 6 -15% ❑ Additional Sheets Attached Erosion Potential Severe Erosive Velocities Part 8 DEVELOPMENT LIMITATIONS REFERENCE X Section 3 — Offsite Analysis ❑ Additional Sheets Attached LIMITATION /SITE CONSTRAINT Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ❑ Sedimentation Facilities X Stabilized Construction Entrance ❑ Perimeter Runoff Control X Clearing and Grading Limits X Cover Practices X Construction Sequence X Other: Silt Fence X Other: Catch Basin Inlet Protection MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface X Remove and Restore Temporary ESC Facilities X Clean and Remove All Silt and Debris ❑ Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other Part 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel X Pipe System ❑ Open Channel ❑ Dry Pond ❑ Wet Pond ❑ Infiltration Method of Analysis ❑ Depression KCRTS ❑ Flow Dispersal ❑ Waiver ❑ Regional Compensation / Detention Mitigation of Eliminated Site Storage X Tank ❑ Vault ❑ Energy Dissipater ❑ Wetland ❑ Stream Brief Description of System Operation: Infiltration via perf stub out pipe for roof runoff, parallel detention tanks, pipe system. 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 12 EASEMENTS/TRACTS X Drainage Easement X Access Easement X Native Growth Protection Easement ❑ Tract X Other: Utility 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. Signed/Date /// 0/o 5 S 1 St e 5 S 120th PI 124th St . i 126th St co 128th St cc! 6 S 130tit \ Scale: N/A S Creston St ik I •Skp ta— "? cir / f§ DUNCANSON COMPANY, INC. Civil Engineering • Surveying • Lund Planning 145 SW 155th Si , Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Figure 1.2 — Vicinity Map (Site @ 4920 114 Avenue South Tukwila, WA 98178) Drawn: JMIC 1 Job No: 04351 Scale: N/A 1111131 VI snu 10I� L DUNCANSON COMPANY, INC. Civil Engineering • Surveying • land Planning 145 SW 155th S4 Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Figure 13 — Assessor's Map (NE '/e of Section 10, Township 23N, Range 4E) I Drawn: JMK Job No: 04351 DUNCANSON COMPANY, INC. Civil Engineering • Surveying • Land Planing 145 SW 155th Si, Suite 102 Seattle, Washington 98166 Phone 206144.4141 Fax 206244.4455 Figure 1.4 — SCS Soil Survey Map (Ae = AgC = Alderwood Gravelly Sandy Loam = Till) NHG/Thanh Short Plat 11/09/05 DC104351 • 2. Preliminary Conditions and Requirements Summary ' The City of Tukwila requires compliance with the 1998 King County Surface Water Design Manual (KCSWDM). This report follows the format specified in the manual. This Section describes how the Project will meet the Manual's Core and Special ' NHG/Thanh Short Plat 11/09/05 DC1 04351 • 0 NHG/Thanh Short Plat 11/09/05 DCI 04351 NHG(Phanh Short Plat • . 3. Offsite Analysis 11/09/05 DCI 04351 • • 0 3. Offsite Analysis NHG/Thanh Short Plat 11/09/05 DCI 04351 889 ^50'401 \^'`'1$ 389801s 0252 • 804681 5 O 'T�TRIAw� {. e � �1��.y1Y 39601s h 0 } • `i J0 30 4. r } ".7,9.].71,_. N81 "5442,'N w ti87 ^5d 42 :5 °W" Q 1- $° 6 COMMf ftClAl �_ST 434 215186(s 2650 w 30 JO • RE ..234 • 5 S 112TH ST 1315 °39 •i3 P •NCANSON COMPANY, INC. Civil Engineering • Surveying • Land Planning 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Figure 3.1 - Offsite Analysis Map Scale: 1" = 100' Drawn: HMD Job No. 04351 w 156 46 So 158 334840 --`` 1 C DILLIV 28500(s 1741 14271s 1731 1 SP 13148 k 1707 a , o 114D0(s 1740 st X18 , I I I �1� Y� , 1� • C � • • 3001 168: 17681! t' � o • __ ,, 1705 r '- ' NO R2p043R , 4i 0 "1 a.jjA••., r O /. \ r�, IV /2 IQ 1 0 4 / a` 1 18591{ a >r 4681 , 1691 4 r \ 2800+ i 1- . .,..,.. wa s�$( ' �' ..'^ Ear s. 03 i w. , lei 3 10624 .S 1 1•x_ - " ° °0 ! .s R 168 Symbol Drainage Component Type, Name, and Size Drainage Component Description Slope 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 basin, vegetation, cover, depth, type of sensitive area, volume % Y. ml = 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- p► Pcr / Z- " pi ! I S% 6"--270 Nonlc No.itr )9117 1 Z'' Cam, c, (z % L .z701-3. nlUr\le- NO„l L( C 55 u�t x r,�r f n_f �4VcT, S / is V Pit?- 2-i" C.tJNC- i / 3`to' - ft ' t Jc»-) T N6•4 D Pi►�r 2H c_.0.-4(.- SLAY - Y ��f nlo�lt� - s 5 f i ►. A sx.c n-cc-ss. Basin: Subbasin Name: OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Subbasin Number: 1/1/05 I NHGNItalth Short Plat 11/09/05 DCI 04351 • 4. Flow Control and Water Quality Facility Analysis and Design Part A — Existing Site Hydrology Basin Predev represents the conditions for the existing site and is delineated on Figure 1V.1 — Existing Conditions. The existing or predeveloped site conditions include an existing house, garage, concrete, pool, deck, grass and few trees. The total site area is 0.758 acres (33,040 SF.). KCRTS Input Parameters for the existing conditions are shown in the following data input sheets; the predeveloped model yields the following peaks: Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.071 5 2/09/01 0.050 7 1/05/02 0.083 2 2/27/03 0.043 8 8/26/04 0.052 6 10/28/04 0.078 3 1/18/06 0.074 4 11/24/06 0.149 1 1/09/08 Computed Peaks NHG/Phanh Short Plat • • 2:00 16:00 7:00 2:00 16:00 16:00 3:00 6:00 Flow Frequency Analysis - - Peaks - - (CFS) 0.149 0.083 0.078 0.074 0.071 0.052 0.050 0.043 0.127 Rank Return Prob Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 11/09/05 DCI 04351 • 0 1 KCRTS Data Entry & Computation Sheet Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 04351 - NHG/Thanh Short Plat JMK 11/4/2005 Predeveloped PREDEV Seatac 1.00 Hourly Reduced page 1 of 1 Pervious Land Types Land Use Remainder of Site Impervious Land Types Land Use Exist House Exist Garage Exist Concrete Drive Exist Pool Deck Exist Concrete Patio KCRTS Soil Group Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Land Use KCRTS Soil Group Till Till Till Outwash Outwash Outwash Wetland Acreage 0.035 0.018 0.051 0.033 0.025 Cover Group Forest Pasture Grass Forest Pasture Grass Length Cover Group Forest Pasture Grass Forest Pasture Grass EIF 1.00 1.00 1.00 1.00 1.00 Added Acreage Total Area Check Flow Path Data Slope Area (sf) 25,997 EIA 0.035 0.018 0.051 0.033 0.025 Acreage 0.597 Non Effective Area 0.000 0.000 0.000 0.000 0.000 Adjusted Land Use Areas Based on EIF Calculations Computed Acreage for Model 0.597 0.162 0;7 Reverts to: Notes: 40 \ I DS36 \ \ \ \ SPIGOT 1 I I WOOD \ 1 \ LOT 156 \, % PLATFORM\ \ \ DS4 \ \ o\ \ \SA ti s \ \ � � DS? N \ N� \ � \ N p� �\ N 1 \ \ , � 1 X t5. PROPAN ANK 1 . CONCRETE' D . HOUSE 2 d OIL �6 TANK 2 DS4O `Y O / �� �Fl�y � 'J ` R �- D DS112 24 2 O DS12 — 240 fise t EX CB RIM-216.23 ` IE N-214.23 12 "IRON IE 5 =214.51 IE E- 215.07 3 "PVC 7 'J• 0545 2 O O EX CB RIM =229.14 IE N =227.22 12'HDP IE S■227.14 12'HDP S 1 3 1 S �° \ S>7 8 S6' rr ? 6 \ 1 \ \ N I 1 1 6 N �\ \ P 76 N� \ O \ \ I I No' \ / / /1 (MO Na ( 1 N \ /\/ V 2 I 1 Cq \ \ \ o N Ip MP14 J IAP14 14 BUILDING EX C8 RIM =234.29 IE N =232.42 12 "IRON IE S =232.57 12 IE E= 232.87 3 "PVC APPROX LOCATION OF WATER MAIN EX FIRE HYD FOUND REBAR Sc CAP LS ILLEGIBLE/ MP15 9 .4 1 1 0 m m cn o5 m < > co D N z - a >m � D mm D m II O O pi m 0 co co _ N o z m co N O C z 0 D I NHGIPhanh Short Plat 11/09/05 DC1 04351 KCRTS Data Entry & Computation Sheet 1 Project: Comp by: Date: Basin Name: File Name: Region: Scale Factor: Time Step: Record Length: Total Acreage: 04351 - NHG/Thanh Short Plat JMK 11/4/2005 Postdeveloped POSTDEV Seatac 1.00 Hourly Reduced page 1 of 1 Pervious Land Types Land Use Remainder of Site Impervious Land Types Land Use Proposed Lot 1 Proposed Lot 2 Proposed Lot 3 Proposed Lot 4 Prop Asphalt Drive KCRTS Soil Group Till Till Till Outwash Outwash Outwash Wetland Effective Impervious Land Use KCRTS Soil Group Till Till Till Outwash Outwash Outwash Wetland Acreage 0.092 0.069 0.069 0.069 0.120 Cover Group Forest Pasture Grass Forest Pasture Grass Length Cover Group Forest Pasture Grass Forest Pasture Grass EIF 1.00 1.00 1.00 1.00 1.00 Added Acreage Total Area Check Flow Path Data Slope Area (sf) 14,813 EIA 0.092 0.069 0.069 0.069 0.120 Acreage 0.340 Non Effective Area 0.000 0.000 0.000 0.000 0.000 Adjusted Land Use Areas Based on EIF Calculations Computed Acreage for Model 0.340 0.418 ' Reverts to: Notes: a, cn o LI ft 4,9 HOUSE TO REMAIN Z HOUSE 6 OIL ? G. TANK RI CB RIM = 216.23 \\ IE N- 214.23 12 ° IRON IE 5 =214.51 IE E =215.07 3 D540 0512 DECK /PLATFORM TO BE REMOVED \ �9£Z " 1(, R `'45, 246 , 7 DS45 1 O % 85BL. TYP. EX CB \ RIM = 229.14 IE N= 227.22 12 - HDP IE 5 =227.14 12 - HDP MP14 »P14 ACCESS & UTILITY EASEMENT GARAGE TO BE PARTIALLY REMOVED EX FIRE HYD m MP1 EX CB RIM= 234.29 IE N =232.42 12 - IRON IE 5= 232.57 12 - IRON IE E= 232.87 3 - PVC APPROX LOCATION OF WATER MAIN NATIVE GROWTH PROTECTION AREA BUILDING a , 8 cr FOUND REBAR \ & CAP Ls ILLEGIBLE/ MP15 \ S71 4 g4 1 1 - o 0 om V) (I) 0 0 m < —I W m D N 2 o D ) 0 mm D< m o ■ m -i co co D m w o c z 0 D / • Retention /Detention Facility Type of Facility: Detention Tank Tank Diameter: 6.00 ft Tank Length: 76. ft Effective Storage Depth: 6.00 ft Stage 0 Elevation: 100.00 ft Storage Volume: 2149. cu. ft NHG/Thanh Short Plat Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 2 3.09 Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.077 4 2/09/01 19:00 0.042 7 1/05/02 18:00 0.067 5 2/27/03 10:00 0.039 8 8/23/04 21:00 0.050 6 10/28/04 20:00 0.079 2 1/18/06 21:00 0.078 3 11/24/06 6:00 0.224 1 1/09/08 8:00 Computed Peaks Return Period (year) 2 10 Part E - Water Quality System 6.00 ft 12.00 inches 2 Full Head Pipe Diameter Discharge Diameter (in) (CFS) (in) 1.02 0.069 0.51 0.012 4.0 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) (ft) Period 0.224 6.05 1 100.00 0.990 0.079 5.73 2 25.00 0.960 0.078 5.64 3 10.00 0.900 0.077 5.45 4 5.00 0.800 0.067 4.37 5 3.00 0.667 0.050 3.09 6 2.00 0.500 0.042 2.17 7 1.30 0.231 0.039 1.89 8 1.10 0.091 0.175 6.03 50.00 0.980 The following peaks table shows that the 2 and 10 -year peak tank release rates are below the corresponding predeveloped peaks, which demonstrates that the Level 1 performance criteria are satisfied: Predeveloped Release Rate (cfs) 0.052 0.078 Tank Release Rate (cfs) 0.050 0.078 Small site BMPs consisting of perforated stub out connections will also be used for flow control. Site conditions are not suitable for full infiltration or effective dispersal. Water quality will be provided; options include: Stormceptors or a wetvault. 11/09/05 DC1 04351 NHG/Thanh Short Plat 11/09/05 DCI 04351 NHG/Thanh Short Plat 11/09/05 DCI 04351 NHG/Thanh Short Plat 11/09/05 DC1 04351 • • NHG/Thanh Short Plat 11/09/05 DCI 04351 • • 7. Other Permits NHG/Tbanh Short Plat 11/09/05 DCI 04351 • • NHG/Thanh Shon Plat 11/09/05 DCI 04351 NHG/Thanh Short Plat • • 8. ESC Analysis and Design 11/09/05 DCI 04351 ' • • NHG/Thanh Shon Plat 11/09/05 DCI 04351 9. Bond Quantities, Facility Summaries, and Declaration of Covenant • • 11/09/05 DC104351 ' .�. • NHG/Thanh Short Plat 11/09/05 DCI 04351 1 NHG/Thanh Short Plat 11/09/05 DC1 04351 NHG/Thanh Short Plat 11/09/05 DC104351 • • Lot Closure Calculations City of Tukwila Short Plat # 1,0s-- 00 Prepared by : Duncanson Company, Inc. Date: November 9, 2005 DCI Project No.: 04351 RECEIVED NOV 10 2005 COMMUNITY DEVELOPMENT Parcel name: Overall Boundary Beginning at the southwest corner thereof; Line Line Line Line Line Line North: 186029.3656 Course: N 36 -32 -57 North: 186183.8892 Course: N 71 -05 -56 North: 186196.8467 Course: N 47 -06 -31 North: 186355.8986 Course: S 71 -08 -56 North: 186339.9305 Course: S 29 -15 -34 North: 185994.6895 Course: N 71 -05 -56 North: 186029.3636 • • East : 1284591.4355 E Length: 192.35 East : 1284705.9823 W Length: 40.00 East : 1284668.1391 E Length: 233.69 East : 1284839.3510 E Length: 49.42 East : 1284886.1201 W Length: 395.73 East : 1284692.7012 W Length: 107.04 East : 1284591.4328 Perimeter: 1018.24 Area: 35,022 sq.ft. 0.80 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0033 Course: S 52 -46 -27 W Error North: - 0.00199 East : - 0.00262 Precision 1: 308,554.55 • • Parcel name: Access and Utilities Easement Beginning at the southwest corner thereof; North: 186002.9241 East : 1284668.6599 Line Course: N 29 -15 -34 E Length: 80.61 North: 186073.2495 East : 1284708.0593 Curve Length: 29.02 Radius: 20.00 Delta: 83 -08 -15 Tangent: 17.74 Chord: 26.54 Course: N 12 -18 -33 W Course In: N 60 -44 -26 W Course Out: N 36 -07 -19 E RP North: 186083.0248 East : 1284690.6110 End North: 186099.1801 East : 1284702.4011 Line Course: N 53 -52-40 W Length: 32.46 North: 186118.3156 East : 1284676.1812 Line Course: N 36 -07 -20 E Length: 20.00 North: 186134.4708 East : 1284687.9714 Line Course: S 53 -52-40 E Length: 25.24 North: 186119.5916 East : 1284708.3593 Curve Length: 33.81 Radius: 20.00 Delta: 96 -51 -48 Tangent: 22.55 Chord: 29.93 Course: N 77 -41 -26 E Course In: N 36 -07 -20 E Course Out: S 60 -44 -28 E RP North: 186135.7468 East : 1284720.1495 End North: 186125.9717 East : 1284737.5979 Line Course: N 29 -15 -34 E Length: 63.53 North: 186181.3962 East : 1284768.6491 Line Course: S 60 -44 -26 E Length: 25.00 North: 186169.1771 East : 1284790.4595 Line Course: S 29 -15 -34 W Length: 200.00 North: 185994.6940 East : 1284692.7065 Line Course: N 71 -05 -56 W Length: 25.41 North: 186002.9252 East : 1284668.6666 Perimeter: 535.08 Area: 6,214 sq.ft. 0.14 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0068 Course: N 80 -28 -04 E Error North: 0.00112 East : 0.00666 Precision 1: 78,688.24 Parcel name: Lot 1 Beginning at the southwest corner thereof; North: 186029.3656 East : 1284591.4355 Line Course: N 36 -32 -57 E Length: 116.81 North: 186123.2045 East : 1284660.9973 Line Course: S 53 -52-40 E Length: 91.13 North: 186069.4825 East : 1284734.6086 Line Course: S 29 -15 -34 W Length: 85.73 North: 185994.6903 East : 1284692.7067 Line Course: N 71 -05 -56 W Length: 107.04 North: 186029.3644 East : 1284591.4384 Perimeter: 400.71 Area: 9,836 sq.ft. 0.23 acres • • Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0032 Course: S 67 -05 -43 E Error North: - 0.00125 East : 0.00296 Precision 1: 125,221.88 Parcel name: Lot 2 Beginning at the westerly corner thereof; North: 186196.8476 Line Course: N 47 -06 -31 North: 186239.7737 Line Course: S 30 -25 -09 North: 186138.9656 Line Course: S 29 -15 -34 North: 186069.4778 Line Course: N 53 -52-40 North: 186123.1998 Line Course: N 36 -32 -57 North: 186183.8845 Line Course: N 71 -05 -56 North: 186196.8420 • • East : 1284668.1393 E Length: 63.07 East : 1284714.3472 E Length: 116.90 East : 1284773.5363 W Length: 79.65 East : 1284734.6062 W Length:91.13 East : 1284660.9949 E Length: 75.54 East : 1284705.9799 W Length: 40.00 East : 1284668.1367 Perimeter: 466.28 Area: 9,850 sq.ft. 0.23 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0062 Course: S 24 -40 -58 W Error North: - 0.00561 East : - 0.00258 Precision 1: 75,208.06 Parcel name: Lot 3 Beginning at the southwest corner thereof; North: 186239.7746 East : 1284714.3481 Line Course: N 47 -06 -31 E Length: 135.50 North: 186331.9973 East : 1284813.6215 Line Course: S 14 -51-41 W Length: 158.34 North: 186178.9539 East : 1284773.0103 Line Course: S 60 -44 -26 E Length: 20.00 North: 186169.1786 East : 1284790.4586 Line Course: S 29 -15 -34 W Length: 34.62 North: 186138.9756 East : 1284773.5375 Line Course: N 30 -25 -09 W Length: 116.90 North: 186239.7837 East : 1284714.3485 Perimeter: 465.36 Area: 7,227 sq.ft. 0.17 acres • 1 Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0091 Course: N 02 -05 -52 E Error North: 0.00910 East : 0.00033 Precision 1:51,138.46 Parcel name: Lot 4 Beginning at the southwest corner thereof; North: 186331.9957 East : 1284813.6197 Line Course: N 47 -06 -31 E Length: 35.12 North: 186355.8988 East : 1284839.3502 Line Course: S 71 -08 -56 E Length: 49.42 North: 186339.9307 East : 1284886.1194 Line Course: S 29 -15 -34 W Length: 195.73 North: 186169.1728 East : 1284790.4534 Line Course: N 60 -44 -26 W Length: 20.00 North: 186178.9481 East : 1284773.0051 Line Course: N 14 -51-41 E Length: 158.34 North: 186331.9915 East : 1284813.6164 Perimeter: 458.62 Area: 8,109 sq.ft. 0.19 acres • • Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0054 Course: S 38 -12 -44 W Error North: - 0.00423 East : - 0.00333 Precision 1: 84,927.78 Re: File No.: Title Officer: Reference: Buyer /Borrower(s) : Seller(s): Subject Property: Special Exception No. 2 has been amended to read as follows: Dated: October 28, 2005 VHY Supplemental Tax Account No.: Year 2005 2004 • � LandAmerica Transnation Levy Code: Assessed Value Land: Assessed Value Improvements: SUPPLEMENTAL NO. 1 TITLE COMMITMENT NO. RR - 20101100 RR - 20101100 - TO Randy L. Rieman Northwest Housing Guild, a Washington corporation Thanh Han La and Anh Nguyet La, husband and wife 4920 S 114th St, Tukwila, WA 98178 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) 3348401711 Billed Paid $2,633.67 $2,633.67 $2,495.89 $2,495.89 Total amount due, not including interest and penalty: $0.00. Page 1 of 1 By 2430 $110,000 $140,000 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425- 451 -7301 800 - 441 -7701 Fax: 425 - 646 -0545 The effective date of the above referenced preliminary commitment is hereby extended to the date of this supplemental subject, however, to any previously issued supplementals and to the addition of the items described above. Transnation Title Insurance Company Authorized Signature Balance $0.00 $0.00 RECEIVE NOV 10 21105 cue.,,:, DEVELOPMENT Issued by 10 LandAmerica Transnation Transnation Tide Insluance Company Attest: Commitment Cover - WA (Revised 4/03) Secretary Transnation Title Insurance Company, an Arizona 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 Exclusion :. from Coverage and Schedule 8 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 ail liability and obligations hereunder shall tease and terminate 180 days alter 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 OP THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED. PROMPTLY UPON REQUEST. By: 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425- 451 -7301 '800- 441 -7701 Fax: 425- 645 -0545 COMMITMENT FOR TI[TLE INSURANCE Transnation Title Insurance Company COMMITMENT CONDITIONS AND STIPULATIONS 1. 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 thls Commitment other than Dose 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, Ilea, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule 8 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. Uabillty of the Company under this Commitment shall be only to the named proposed Insured and such Included, under the definition of Insured In the form of policy or policies committed for and only for actual loss incurred 11 reliance hereon' Iii uridertaiiing;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 polides committed for and such liability is subject to the Insuring provisions and Condltlons and Stipulations and the Exclusions from Coverage of the form of policy or polices 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. • President • • SCHEDULE OF EXCLUSIONS FROM COVERAGE The matter listed below oath policy form arc expressly excluded rrQm the 07eerage or diet polity and the Company will not pay idSS'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 polity and the Company will not goy lass or damage, costs, attorneys' tees or expenses which apse by reason of: I. (a) Any law, ordinance or governmental regulation (Including but not limited to building and zoning laws, ■rdlnances, or regulations) restricting. regulating, prohibiting or relating to (I) the Occupancy, use or enjoyment of the land; (11) the Charade/. dimensions or !Deaden Of any Improvement now or hereafter erected on the land; (ili) b separaton In ownership or a change in the dimensions or area of the and 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, Uen or enaimbrance 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 (e) above, except to the extent that a notice of the exerdse thereof or a notice of a defect, Ilen or encumbrance resulting from a violation Or alleged violation affecting the land has been recorded In the public records at Date of Polley. 2, eights of eminent domain unless notice of the exercise thereof has been retarded In the public records at Data of Polley, but not excluding from coverage bny taking which has occurred prior to Date cf Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insured claimant; (b) not known to the Company, not te•cmded In the public records at Date of Polity, but known to the Insured claimant and not elsdosed In writing to the Company by the Insured claimant prior to the date the Insured claimant became an insured under this policy: (0) resulting In no loss or damage to the Insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy Insures the priority of the lien of the Insured mortgage over bny statutory lien for services, tabor or material or to the extent Insurance Is affbreed heroin as to assessments for street Improvements under e0gstruction or completed at Dam of Polley); or (e) resulting In IoSS or damage whip+ would not have been sustained if the Insured dalmant had paid value for the insured mortgage. 4. Unenforceablllty or the lien of the insured mortgage because of the Inability Or (allure of the Insured at Date of Polley, or the inability ,or•failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which hie land Is situated. 5. invalidity or unenforceabillty of the Ilen of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured Mo ortgage and Is based upon usury or any consumer credit protection or truth -In- lending law. d. Any statutory lien for services, labor or materiels (or the claim of priority of any Statutory lien for Services, labor Or materials over the lien 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 net fleonced in.weole or In part by proceeds or the Indebtedness secured by Inc Insured reengage which et Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out or the transaction creating the Interest of the mortgagee Insured by thug policy, by reason of the aperatIOn of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) Inc bensacdon creating the interest of Inc Insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer;,or „. (b) the subordination of the interest of Inc Insured mortgagee as a result of the applI0atien of Inc doctrine or equitable subordination; or • (c) Inc transaction creating the Interest of Inc Insured mortgagee being deemed a preferential transfer except where Inc preferential transfer results from the fallure: (I) to timely record Inc Instrument of transfer; or (11) 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 -42) • The following matters are expressly excluded hem the coverage or this policy and Inc Company will not pay loss or damage, costs, attorneys' fees or expanses which arise by reason et: 1. (a) Any law, ordinance or governmental regulation (Inducting but not limited to building and tenth; lbws, ordinances, or regulations) restricting, regulanno, prohibiting or relating to (1) the occupancy, use or enjoyment of the land; (11) the character, dbmensions or Iowdon of eery improvement now or hereafter erected on the land; (Ill) a separation in ownership or a change in the dimensions or area or the land or any parcel of which the land Is yr 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, 11en or encumbrance resulting from b violation or alleged violation affecting the lend has been recorded in the public records at Date of Palley. (0) Any governmental polite power not mewled by (a) above, except t0 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 Inc land has been recorded In the public records at Date of Pones 2. Rights of eminent domain unless notice Of the exercise thereof has been rewrded 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, hens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by Inc Insured claimant; (b) not known to the Company, not recorded In the public records at Date of Policy, but known to the lnsored dalmant and not disclosed In writing to the Company by Inc Insured claimant prier to the date the Insured dalmant became an Insured under this polity: (c) resulting 111 no loss or damage to the Insured claimant; (d) attaching or created subsequent to Date of Policy; or (5) resuldng In loss or damage which would not have been sustained If the Insured claimant had paid value for the estate Or interest Insured by this policy. 4. Any dalm, which prises out cif the transaction vesting In the Insured Inc estate or Interest insured by this policy, by reason of the operation of federal bankwptcy, state Insolvency, or similar creditors' rights Taws. that Is based on: (a) Inc transaction creating the estate or Interest Insured by ties policy being deemed a fraudulent conveyance or fraudulent transfer; or (0) Inc transaction treating the estate or Interest insured by this polity bring deemed a preferential transfer except where Inc preferential transfer results from Inc fellers: (1) to timely record the instrument of transfer; or (II) of such recordation to bripart notice to a purchaser for value orb Judgment or Hen creditor. Commitment Cover - WA (Revised 4/03) • SCHEDULE OP 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 Exeeptlens In gchedule B, veil cent not insured against loss, costs, attorneys' fees, and exponsCS resulting from: Governmental Pollee power, and the existence or vlolatian of bey law or government regulation. This includes ordinances, laws and regulations concerning: (a) building (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 exlstIng structures, or any part of them, to he congtracted in accordance with applicable building codes. This Extliiglon does not apply to violations of building codas 11 notice of the violation appeals In the Public Records at the Policy Data. 3. The right to take me Land by eonden ono IL unless: (a) a notice of exerdslna the right appears In the Public Records at the Policy Date; or (b) me taking happened before the Policy Date and Is binding On You If You bought the Land without Knowing of the taking. 4. Risks: (a) mat are created, allowed, or agreed m by You, whether or net they appear In the Public records; (b) that are Known to You at the Policy Date, but not to us, unless they appeared In the Public Remrds at tee Policy Nita; (c) that result in no loss to You; or (dl 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 valuator Your Title, 6. Laps of b 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 touee the Land. This Exclusion does not limit the coverage desi ':bed 10 Covered Risk 11 or 18. 1. The following matters are expressly excluded from the coverage of this policy and the Company will not pay .bas or damage, casts, attorneys' fees or expenses which arise by reason of: 1. (a) Any lbw, ordinance or governmental regulation (Including Cut not limited to building and zoning laws, aidinen0eg, or regulations) restricting, regulating, prohibiting or relating to (I) the ocaipancy, use or enjoyment of the land; (ii) the Character, dimensions or Location Or any improvement now or hereafter erected on tt+e land; (Ili) a separation in ownership or a change In the dunen5l0n1 er area Of the land or any parcel of which the Wild Is 0r MIS it part; ar (Iv) environmental protection, or the effed 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 reCerdS et Date of Policy. (b) Any governmental pollee power not excluded by (a) above, except to the extent that a notice of the curds' thereof or a 'settee Or a defect, Tien or enaumbrance resulting from a violation or alleged violation affecting the land has been recorded In the public records at Data of Polley. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded In the publlc records at Date Of Policy, but not excluding from coverage any taking which /tea 000urred prior to Date of Polley which would be binding on the rights of a purchaser for value without kno.vledge. 3. Defers, liens, encumbrances, adverse pains or other matters: (a) whether or not recorded In the public records et Date or Policy, but 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 LnSured daknant and not disclosed In writing to the Company by the Insured Claimant prior t0 the date the insured claimant became an insured under ties policy; (c) resulting in no loss or damage to the insured Claimant; (d) attaching or created subsequent to Date Or Polley; or (e) resulting In toss or damage which would not have been sustainer) If the Insured Claimant had paid value for the Insured mortgage or for the estate or Interest Insured by this polity. 4. Unenfarceablllry of the lien 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, ro comply with applicable doing business laws of the state In which the Wad 13 Situated. S. Invaltdoy or unenforeeabulty of me Ilen Of Inc insured mortgage, or claim thereof, which arises out Of Inc transaction evidenced by the Insured mortgage and 13 based upon usury or any consumer credit protection or truth -In- lending law. 6. Any claim, which arises out of the tray action vesting In the Insured the estate or Interest Insured by this policy or the transaction creating the Interest of the Insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar Creditors' rights Taws. Commitment Cover - WA (Revised 4/03) CLTA STANDARD COVERAGE LOAN POLICY 1990 SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 1. Taxes or assessments whirl, are not now payable or which are not shown as existing liens by the records of any taxing authority mat 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 claims which are not shown by the public recoils but which could oe ascertained by an Inspection or the land or which may be asserted by persons In possession, or calming to be In possession, thereof. 3. Easements, lens or encumbrances, or claims thereof, which are not Shown by the public records. 4. Discrepancies, conflicts in boundary Ines, 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 hen, or right to a lien, for labor, material, services or equipment, or for contributions to employee benefit plans, or hens under Workman' Compensation Arts, not disdased by the public records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or In Acts authorising the issuance thereof; (e) Indian treaty or abanglnal 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 5tetes of America In the exercise or powers over navigation; any prohibition or limitation an 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 or the land which IS now or may formerly have been covered by water. 1. Any service, Installation, Connection, maintenance or construction charges for sewer, water, ekctridty, or garbage collection or disposal, Or other utilities unless disclosed as an existing lien by the public records. SCHEDULES EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - EXTENDED COVERAGE L Taxes or assessments which are not now payable or which are not shown as existing hens by the records Of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by 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 Installanong whldh are not disclosed by the public records. 3. (a) Unpatented mining claims; (b) reservations or exceptions In patents or in Acts authorizing the Issuance thereof; (c) Inllan treaty or aboriginal rights, Including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or tithe to water, whether or not me 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 Ilmitauon 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 er to use any portion of the land which Is now or may formerly have been covered by water. 5. Any serwce, installation, connection, maintenance or construction crrerges far sewer, water, electricity, or garbage collection or disposal, or other udlitles unless disclosed as an existing Ilen 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) N0 general exceptions appear In these poky toms. Commitment Cover - WA (Revised 4/03) Authorized Slgnetune LandAmerica Transnation 1. Effective Date: November 2, 2004 at 8:00 a.m. Commitment No.: RR - 20101100 2. Policy or Policies to be issued: Owners Policy 10 -17 -92 Proposed Insured: Northwest Housing Guild, a Washington corporation 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: Thanh Han La and Anh Nguyet La, husband and wife 4. The land referred to in this Commitment Is described as follows: See Exhibit "A" attached hereto. Transnation Title Insurance Company COMMITMENT FOR TITLE INSURANCE SCHEDULE A Preliminary Commitment Page 1 of 5 Order No.: RR - 20101100 14450 N.E. 29 PI,, #200 Bellevue, WA 98007 Phone: 425 - 451 -7301 800 - 441 -7701 Fax: 425-646-0545 EXHIBIT "A" Order No. RR -,20103.100 LOT 156 IN BLOCK 16 OF G.Q. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE NORTH 47° 47' 45" EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT, 208 FEET; THENCE SOUTH 71° 29' 45" EAST PARALLEL TO THE SOUTHERLY LINE OF SAID LOT, 40 FEET; THENCE SOUTHWESTERLY 180 FEET, MORE OF LESS, TO A POINT ON THE SOUTHERLY LINE OF SAID LOT, WHICH I5 80 FEET EASTERLY FROM THE POINT OF BEGINNING; THENCE NORTH 71° 29' 45" WEST ALONG THE SOUTHERLY LINE 8G FEET TO THE TRUE POINT OF BEGINNING; EXCEPT STREET. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SCHEDULE B Order No. RR - 20101100 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 thei_* 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 priori() 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% 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.: 334840 1711 YEAR BILLED PAID BALANCE 2004 $2,495.89 $2,495.39 $0.00 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $0.00. LEVY CODE: 2430 ASSESSED VALUE LAND: $102,000 ASSESSED VALUE IMPROVEMENTS: 4.131,000 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JULY 1, 1986 RECORDING NO.: 8607010854 REGARDING: SEWER CONNECTION CHARGES MATTERS SET FORTH BY SURVEY: RECORDED: JULY 9, 1996 RECORDING NO.: 9607099013 DISCLOSES: VARIOUS ITEMS 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: THANH HAN LA AND ANN NGUYET LA, HUSBAND AND WIFE TRUSTEE: PRLAP, INC. BENEFICIARY: BANK OF AMERICA, NA ORIGINAL AMOUNT: $196,000.00 DATED: AUGUST 8, 2003 RECORDED: AUGUST 18, 2003 RECORDING NO.: 20030818001986 Page 3 of 5 Order No.' RR - 20101100 • " • SCHEDULE B - continued 6. DEED OF TRUST SECURING A LINE OF CREDIT AND THE TERMS AND . CONDITIONS THEREOF: GRANTOR: THANH HAN LA AND ANH NGUYET LA, HUSBAND AND WIFE TRUSTEE: PRLAP, INC. BENEFICIARY: BANK OF AMERICA, NA ORIGINAL AMOUNT: $50,000.00 DATED APRIL 3, 2004 RECORDED: APRIL 21, 2004 RECORDING NO,: 20040421001075 INVESTIGATION SHOULD BE MADE TO DETERMINE THE PRESENT BALANCE OWED BY. . CONTACTING THE APPROPRIATE LENDER /AGENCY /INDIVIDUAL. NOTE: CAUTION SHOULD BE EXERCISED TO ENSURE THAT A. RECONVEYANCE WILL BE OBTAINED. 7. MATTERS RELATING TO THE QUESTION OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIENS FOR LABOR AND MATERIAL. OUR INSPECTION WILL BE MADE WHEN THE LIEN OF THE DEED OF TRUST TO BE INSURED IS PERFECTED, AND THE RESULTS OF THE INSPECTION WILL BE FURNISHED BY SUPPLEMENTAL REPORT. ANY MATTERS DISCLOSED BY SUCH INSPECTION MUST BE CLEARED PRIOR TO ISSUANCE OF OUR POLICY. NOTE 1: NOTE 2: NOTE 5: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, THE PROPOSED INSURED IS NORTHWEST HOUSING GUILD, A WASHINGTON CORPORATION. WE FIND NO PERTINENT MATTERS OF RECORD AGAINST THE NAME(S) OF SAID PARTY(IES). 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: 4920S114THST TUKWILA, WA 98178 NOTE 3: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT `" TRANBNATION TITLE INSURANCE COMPANY" MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.010(1). NOTE 4: 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. 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. LOT 156, BLOCK 16, C.D. HILLMAN'S MEADOW GARDENS #2 Page 4 of 5 NOTE 6: FJG Enclosures: Sketch Vesting Deed Paragraphs 3 -6 SCHEDULE B — continued 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 1200 SIXTH AVENUE, SUITE 100 SEATTLE, WA 98101 ATTN: RECORDING DEPT. (END OF EXCEPTIONS) Order No. RR - 20101100 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 5 of 5 • THIS SKETCH IS PROVIDED, WITHOUT CHARGE. FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO AREA, DIMENSIONS, EASEMENTS. ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT MODIFY, THE COMMITMENT OR POLICY TO WHICH IT IS ATTACHED, THE COMPANY ASSUMES NO LIABILITY FOR ANY MATTER RELATED TO THIS SKETCH,UNLESS SUCH COVERAGE* SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY_ REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. SECTION: 10 TOWNSHIP: 23N RANGE: 04E 1 KC SP 4'Qc Lci‘ NO R27904.1 .'ate 11fet+ cl CJ TP * 4 0 to ,ta° 0 1 a TUSP L 200107 tes971 169s � i 15 217 " 000 -0 1900Q ° 91551 P4 04 1590 iB 1 }� too °' 00 1 • 4 ti y 9 l.q� '� in ��p.. l V pt�� ., y t, l 1 &Pfeil I a M u v o• im 1 of 102 ! I 0 041 1 tl \ • o 8. CO D k i ,., o w ., G- 'b 4,3 1- y� 10 �,z4 �+ 4 . oO • • • U tc 4 j7 q�. N 0 , i;"7 /70 h' 10,0° 4 17 I y • 1$ . 1 g11 66 s? • • \c ,1 .* k • ¢• • '�Y 4. . . Sr /S9 S • 'a 3 4 1 4 3 47f V 1061, zI 1 • • THIS SKETCH IS PROVIDED. WITHOUT CHARGE. FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, RUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT MODIFY, THE COMMITMENT OR POLCY TO WHICH IT IS ATTACHED. THE COMPANY ASSUMES NO LIABILITY FOR ANY MATTER RELATED TO THIS SKETCH,UNLESS SUCH COVERAGE IS "SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. _. . SECTION: 10 TOWNSHIP: 23N RANGE: 04E AFTER RECORDING PLEASE RETURN TO Northwest Housing Guild, LLC 632 SW 150 Street, Suite B Burien, WA 98166 Grantors Grantee Abbreviated Legal Description EASEMENT AND MUTUAL MAINTENANCE AGREEMENT FOR ACCESS AND UTILITIES Han Thanh La and Anh Nguyet La Han Thanh La and Anh Nguyet La Assessor's Property Parcel Number Reference Numbers of Documents Assigned or Released N/A SUMMARY THIS AGREEMENT is made and entered into by and/or between Grantor: Han Thanh La and Anh Nguyet La Grantee: Han Thanh La and Anh Nguyet La on the following terms and conditions: The above named parties to this agreement are the owners of Lots 1 — 4 of City of Tukwila Short Plat , filed on day of under King County Recording No: Portion SE 1/4 of SW '/4 Section 10 -23 -04 Portion of LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE 334840 -1711 1 In consideration of the mutual benefits herein, the parties agree as follows: 1. A non - exclusive easement is hereby created on, over, through and across the land described in Exhibit A for the purpose of private road, access and utilities. The easement is for the benefit of Lots 1 — 4 of the subject short plat. 2. The parties hereto agree that the owners of each lot in said short plat shall be responsible to pay an equal pro -rata share of the costs of maintaining the entire roadway and drainage facilities, located within the easement as shown on the short plat map and as Attachment A, which is incorporated herein by the reference. This covenant shall be binding on the heirs, successors, and assigns of the parties to this agreement and shall run with the title to their lot. IN WITNESS WHEREOF the parties have subscribed their signatures on the dates shown below COUNTY OF KING ) ss STATE OF WASHINGTON ) • • On this date personally appeared before me , to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the use and purposes therein mentioned. Given under my hand and official seal this day of Printed Name: NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires Date Date 2 :CR 3.113 Rd Rd Et CO RIY -210.23 IE 11- 214.23 121Rd IE 5.214.31 IC 2.215.07 3 2 25' ACCESS ! UTWTY CASEMENT C2 CH R9h234.29 a R -232.42 121Rd IC 9 -233.57 12194 IF C -232.87 3 NC APPROX L0242 N K YAIER YAW C3 t012 N1I0 3. COMO REHAB Bur LS uc:ERc 1 �3� ST .R, DUNCANSON Company, Inc. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th ST„ Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax (206) 244.4455 DRAWN: JMK SCALE: 1" = 60' DATE: 1 1 /1 0/05 PROJECT: 04351 SHEET: 1 of 1 ATTACHMENT A MAP OF EASEMENT AREA NHG /THANH SHORT PLAT 4029 SOUTH 114TH STREET TUKWILA, WA 98188 • Environmental Checklist • RE CEt,FD N ov 1 0 2005 Purpose of Checklist: _CELOPMENT The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Govemmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply" Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effect. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply" In ADDITION, complete SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," applicant," and "property or site" should be read as "proposal," "prepares," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: NHG/Thanh Short Plat 2. Name of applicant: Cliff Running c/o Northwest Housing Guild, LLC 3. Address and phone number of applicant and contact person: Applicant & Contact Person: Cliff Running (206) 920 -8222 Northwest Housing Guild, LLC 632 SW 150th Street, Suite B Burien, WA 98166 04351 Page 1 No. • • 4. Date checklist prepared: 11/08/05 5. Agency requesting checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): 2005 -2006 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A geotechnical report has been prepared for this project and is included with the Short Plat application. Earth Consultants, Inc, #E- 11978, dated August 31, 2005. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary approval, construction permit approval, final approval and recording, engineering approval, right of way use permit and building permits are anticipated. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposal consists of a 4 -lot single - family short plat on approximately 0.758 acres of partially developed land. The existing home will remain on one lot and 3 new homes will be built. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Proposed project is located at 4920 South 114 Street in Tukwila, WA. Tax Lot No. 334840 -1711 SE 1 /4 of Section 10, Township 23 N, Range 4 E, W.M. 04351 Page 2 • • 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Don't know. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other The Site has a steep slope portion along the northeastern portion of the property; the remainder of the site slopes to the southwest. b. What is the steepest slope on the site (approximate percent slope)? The northeastern portion of the parcel contains steep slopes over 40 %, however, no activity or development is proposed on the steep slope portion or within the recommended buffer. The average slope on the development area is estimated to be 12 %. Reference: Earth Consultants Inc. Geotechnical Engineering Study, Tukwila Short Plat #E- 11978, dated August 31, 2005 (Geotech Report). c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classifications of agricultural soils, specify them and note any prime farmland. g. Site soils consist of gravelly sandy loam, silty sand and sand with gravel. Refer to the Geotech Report. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No unstable slopes were observed on the Site. Refer to the Geotech Report. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill: Earthwork is expected to involve approximately 1,000 CY of cut and fill to be balanced on -site. Road base and paving materials will be imported from an approved source. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe: Some erosion may occur during construction. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or building)? Approximately 55 %. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control measures such as filter fabric fencing, a stabilized construction entrance, inlet protection and cover measures will be used to control the transport of sediment during construction. 04351 Page 3 2. Air • • a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known: Some dust may occur during construction. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe: No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If construction occurs during the dry season, sprinkling of exposed surfaces may be used to deter dust migration. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: No. See the Technical Information Report (TIR) for additional information. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans: Not applicable. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. Not applicable. 5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. 04351 Page 4 b. Ground: 4. Plants 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage; industrial, containing the following chemicals . . . ; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the systems(s) are expected to serve. Not applicable. • • c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water from the site will be collected in catch basins and routed through a detention tank and water quality facility. See the TIR for more details. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. Catch basins, sediment storage and a water quality facility will be used to preclude discharge of waste materials. Storm water will be controlled per the 1998 King County Surface Water Design Manual. Level 1 flow control will be provided. Runoff will be piped west in the South 114 Street right -of -way to an existing tightline pipe system. Public sewers will collect sanitary sewer. a. Check or underline types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass _ pasture crop or grain _ wet soil plants; cattail, buttercup, bulrush, skunk cabbage, other _ water plants; water lily, eelgrass, mil foil, other X other types of vegetation: blackberries 04351 Page 5 • • b. What kind and amount of vegetation will be removed or altered? The site will be cleared as necessary for construction of the new access drive, single - family residences and utilities installation. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measure to preserve or enhance vegetation on the site, if any. 5. Animals All trees and vegetation will be retained in the steep slope portion of the Site, which covers approximately 0.042 acres. Residential landscaping will be provided. a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawks, heron, eagle, songbirds, other Crow, robin, starling, other songbirds Mammals: deer, bear, elk, beaver, other Raccoon, squirrel Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. Not applicable. d. Proposed measures to preserve or enhance wildlife, if any. Tree retention and landscaping will provide habitat for small mammals and birds. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity and natural gas will be the energy source. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Residences will comply with applicable energy codes. 04351 Page 6 7. Environmental Health • • a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous water, that could occur as a result of this proposal? If so, describe. No. 1) Describe special emergency services that might be required. Not applicable. 2) Proposed measures to reduce or control environmental health hazards, if any. Not applicable. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Significant noise from 1 -5 traffic is present. 2) What types and level of noise would be created by or associated with the project on a short-term or a Tong -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Some noise from construction equipment will occur during construction. Hours of operation will be limited by City Code. 3) Proposed measures to reduce or control noise impacts, if any. Not applicable. Long -term noise from 1 -5 traffic would negate any on -site noise attributed to construction. 8. Land And Shoreline Use a. What is the current use of the site and adjacent properties? The current use of the site is single - family residential. The site is bordered to the southwest by South 114th Street, to the northwest by a single - family residence and undeveloped forest, to the northeast by an undeveloped alignment of South 113th Street, and to the southeast by two single - family residences and undeveloped forest. b. Has the site been used for agriculture? If so, describe. Past agricultural use is not known. c. Describe any structures on the site. The current site has an existing single - family residence that will be retained, an existing garage that will be partially retained, and an existing pool with associated deck, both to be removed. 04351 Page 7 • • d. Will any structures be demolished? If so, what? The existing garage will be partially removed to make way for the access drive. The setback off of the new access drive will be 1'. e. What is the current zoning classification of the site? LDR: Low Density Residential f. What is the current comprehensive plan designation of the site? Low Density Residential g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes, the northeastern portion contains a steep slope. i. Approximately how many people would reside or work in the completed project? Approximately 12 -15 people will reside at the completed project. j. Approximately how many people would the complete project displace? None. k. Proposed measure to avoid or reduce displacement impacts, if any. Not applicable. There are no displacement impacts. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. Proposal is a permitted use in the current LDR zone. Development will occur away from the landslide hazard area with appropriate buffer and setback as recommended in the Geotech Report. Projected land uses are expected to remain the same for the forseeable future. The project is in keeping with the single - family development in the area. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low- income housing. Three new single - family residential mid- income housing units will be provided, and one single - family residential unit will remain. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low- income housing. None will be eliminated by this project. 04351 Page 8 • • c. Proposed measure to reduce or control housing impacts, if any. Proposal provides housing. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest height is not expected to exceed 30 feet. Principal exterior material is expected to be wood, cement board, architectural vinyl with possibly some stone or brick trim. b. What views in the immediate vicinity would be altered or obstructed? View obstructions are not anticipated. Views from the closest single family residences will be altered from partially undeveloped property. c. Proposed measure to reduce or control aesthetic impacts, if any. Tree retention, landscaping and quality building design will be used to reduce impacts. 11. Light And Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Minor residential lighting will occur in the evening hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? Lighting is not expected to interfere with views or cause a safety hazard. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any. Not applicable. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The site is surrounded on the north and west by open space parcels. These are informal and the extent of their use for recreation is not known. The nearest parks include Kubota Gardens and the Interurban Trail, which are over 1/2 mile from the Site. b. Would the proposed project displace any existing recreations uses? If so, describe. No. 04351 Page 9 • • c. Proposed measure to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. The project will not have any significant impact on recreation opportunities. 13. Historic And Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any. Not applicable. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site fronts and will be served by South 114 Street. b. Is site currently served by public transit. If not, what is the approximate distance to the nearest transit stop? The nearest transit is available on Beacon Avenue approximately 1 /4 mile from the site. c. How many parking spaces would the completed project have? How many would the project eliminate? The project will add approximately 6 off - street parking spaces. No parking will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The project includes construction of a new private acces drive for ingress /egress to the short plat. This private access drive will have minor improvements where it connects to South 114 Street. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. 04351 Page 10 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 9. • The project will generate approximately 3 pm peak hour trips and 30 total daily one -way trips. Proposed measures to reduce or control transportation impacts, if any. If required, a no protest agreement to participate in future public improvements may be part of the short plat. Also, real estate tax revenue increases will help offset impacts. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. The project will need public services such as fire and police protection and schools. b. Proposed measures to reduce or control direct impacts on public services, if any. Increased tax revenue will control impacts on public services. 16. Utilities a. Underline utilities available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer septic system, other cable. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sewer: Tukwila Sewer District Water: Tukwila Water District Fire: Tukwila Fire District Electricity: Seattle City Light Gas: Puget Sound Energy Telephone: Qwest Cable: Comcast C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: 44)a(7 r/A`o 04351 Page 11 SUBSCRIBED AND S WORN TO BEFORE ME CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E-mail: tukplan @ci.tukwila'wa.us STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly swom and upon oath states as follows: AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMLSSION TO ENTER PROPERTY I . I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its em loyees, a ents, engtneers, contractors or other representatives the right to enter upon Owner's real property, located at 114 V) 8 11� t 5+. TNkwi14 WA 98/78 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. EXECUTED at t3 a (city), _tA_(state), on • RECEN NOV 10 1005 20 a CO, WI; •ullY O � / ELOPMEN T (Print NameW 2 (Address) 2 ,) FLr f (Phone Number) / (Signature) On this day personally appeared before me Lek " h to me known to be the individual who executed the foregoing instrument and acknowledged tha a he signed the same a er voluntary act and deed for the uses and purposes mentioned therein. AY OF Novemov 20 V`"✓ e State of Washington residing at 1 Completed Application Checklist 4 Completed Short Plat (P -SS) Application Form 4 Affidavit of Ownership and Hold Harmless Permission to Enter Property 1 Application Fee (check #13204 in the amount of $500.00) 1 SEPA State Environmental Checklist 1 Vicinity Map 1 Title Report (updated title report dated 10/28/05) 1 Maintenance Agreement and Easement 1 Technical Information Report (TIR) 1 Geotechnical Report 1 Lot Closure Calculations 4 18 "x24" Bond Copy of Plat Survey 1 8.5"x11" Reduced Copy of Plat Survey 4 24 "x36" Bond Copy of Sensitive Areas & Civil Plan 1 8.5 "x11" Reduced Copy of Sensitive Areas & Civil Plan DATE: November 10, 2005 NOTES: DUNCANSON Company, Inc. TRANSMITTAL LETTER TO: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 FROM: Jennifer Kelly, EIT RE: NHG /Thanh Short Plat Submittal THE FOLLOWING DOCUMENTS ARE ENCLOSED: Quantity Description Please give me a call if you have any questions. Thanks. 145 SW 155th Street • Suite 102 • Seattle, Washington 98166 Phone 206244.4141 • Fax 206244.4455 • Web www.duncansonco.com CIVIL ENGINEERING RECE11/ED NOV 10 2005 CO MMUNITY DEVELOP 04351 Check items submitted with application Information: Required May be waived in unusual cases, upon approval of both Public works and Planning APPLICATION MATERIALS: ,/ 1. Application Checklist (1 copy) indicating items submitted with application. ,/ 2. Completed Application Form and drawings (4 copies). i 3. One set of all plans reduced to 8 1/2" by 11 ". ✓ 4. Application Fee — up to 4 lots in LDR $500, other zones $1,000 -- 5 to 9 lots in all zones $1,000 5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 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). 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) 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. 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). V 14. Any required maintenance agreements, easements or other documents ready for recording. 15. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. ✓ 16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland or geotechnical reports. 17. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, , vu', l. 4 jt,y./ , COMPLETE APPLICATION CHECKLIST 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). Check items submitted with application Information Required. May be waived in unusual cases, upon approval 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 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 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: / 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 ". ✓ (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. Information Required. Response Total existing lots prior to Short Plat. Oil t 6M Siivi1 /Of p rig)/ -I-o $hoy4- plat. Total lots in this Short Plat. FillA4t !0h in +j'iiS ski or-i- pat Total acres involved in the Short Plat. 6, 021 5r 0. eO' A o-ht -C Constraints (sensitive area, right of way, retention /detention areas) in acres or sf. S +e6 P / S lop& > LI 070 are, ' 1, 02-i SF Any preexisting uses? R1SId J1&1f 5 i ft9 Le - Mill . Overall density (lots /acre). . S Check items submitted with application N/A Information Required Works and Planning May be waived in unusual cases, upon approval of both Public (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). (d) Total expected cut and fill for plat buildout. (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. (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. (g) Locate the nearest existing hydrant and all proposed hydrants. (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. (1) Show proposed lot and tract lines. GROWTH MANAGEMENT ACT REQUIRED INFORMATION APPLICATION NAME PROJECT /DEVELOPMENT: 1 ' 1 [ 16 /n 4 4 h 51 Plitt" 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. Quarter: (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. Tows PorI11611 y c/ NH a. . 6032 SW 10*' Sf. Sitlfe 5 8wvi6 vr, WA q ellv(o Name: Address: Phone: NE Section: 1 Township: 2 " 3 Range: ( 2 Signature:. %�/ � �� CITY OF TUKWILA Dkl%ELOPryjENT Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan @ci.tukwila.wa.us • 1-192o s. 11 st Tutkwil4, WA 9L173 Tax Lo4--44 33y 8yo I� I 1 RECE1e NOV 10 2005 (7-0 (e) 7603 - 3 (PG5 SHORT PLAT (P -SS) Date: /7/7 / 37 4 .5 ---- OF FOR STAFF USE ONLY Sierra Type: P -SS Planner: File Number: 405- 0'70 Application Complete (Date: ) Project File Number: OW - 004 Application Incomplete (Date: ) Other File Numbers: £O,j --O ( APPLICATION NAME PROJECT /DEVELOPMENT: 1 ' 1 [ 16 /n 4 4 h 51 Plitt" 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. Quarter: (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. Tows PorI11611 y c/ NH a. . 6032 SW 10*' Sf. Sitlfe 5 8wvi6 vr, WA q ellv(o Name: Address: Phone: NE Section: 1 Township: 2 " 3 Range: ( 2 Signature:. %�/ � �� CITY OF TUKWILA Dkl%ELOPryjENT Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan @ci.tukwila.wa.us • 1-192o s. 11 st Tutkwil4, WA 9L173 Tax Lo4--44 33y 8yo I� I 1 RECE1e NOV 10 2005 (7-0 (e) 7603 - 3 (PG5 SHORT PLAT (P -SS) Date: /7/7 / 37 4 .5 ---- OF 2 / ••• � �����:��� JC S.:11, • • .,; • .14; ,‘•;7 • ," • " 1 .," lb.c • Lr; . +-3 1‘si r .a . t . "T i e r , t ; ' -•: • . • . ,,, , , 7,..1 ; .■ 5 • .0 • ,‘ • , • • - 3 . Si ;Ab .1 r 4 • •Lr'` . NJ • 1 A ». :»z :'&•« °� °''92 ©< , \ ƒ,' . 7 0 \ IJTILNY POLE VA TRANSFORMER "#4905" FOUND REBAR & CAP VICINITY MAP NOT TO SCALE / EX CB •213.63 121R011 Tr-IRON tAPHIC SCALE FEE71 11.6.20 NE 1/4 OF SEC N 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W . .NATIVE. cRown4 PRoitt TON AREA ///' DECK/PLAWORM TO BE REMOVED -- 411 111:1; 1. \ HOUSE t1) 1.1 HOUSE TO IM cu. .TANK A lf r) 1 ' EX CB PlIA. 73 s IE 11.214.23 12 IE S=214.51 PROPOSiD IE E.215.07 3*PVC HYDRANT ., peopct 0 WATER METER PREUMINARY SHORT PLAT OF NHG/THANH SHORT PLAT EX SS LIN \ Eti.231.28 ''", If 14-224.07 12 IC 2: 67 12" rcuut) RECAP. & CAP LS 9567" i8 REPLACEMENT DS45 TREES 7 , ,1' \ \:: : , A "? \ \ .•.:, \ • 4 7 3, :\ ,: „7_..i:i. iz• .. CY1 \ ‘, \ \ %, \ \''' s , " \ STEEP\SLOrElt • s ' i e ..,, . / - \ - \ \ Mf° s - s . \Y \ \ \ \ \ \ \ ..,. \ lc, MPH 0 � j-)1 \ / \ \ \ \ s ›! .' 1 \ \ ,./ \ \ \ \.....;;,...C 1 I.4P1 IMP kJ./ • \ / S P 'I. 17 ' d ' ,01. s %.• — eV' , \ \ / / .. \ ....,.... .,. . / /i t \ ::t \ - '■ • ( ‘ \ 32 I / 04 '.. sl o . 1.- 4, , I VJ I O / 1 14 ,s1. ,.541 r sv 25 ACCESS di UTUJTY EASEMENT EX Ca FAA-279.14 IE 14.227.22 12 IE S.227.14 12•H0P 276.3 GARAGE TO BE PARTIALLY REMOVED 0' i 8 MP EX CB R:M.234.2.9 IC 14.232.42 12 / IE S.232.57 17'IRON IF C.23....67 3"PVC APPROX .LOCATION OF WATER MAIN/ vEY FIRE HYD 117' BY VEHICLE k FROM EX RV TO ENTRANCE 0 P ....,4 7) LOT I. .P2B\ FIRE LANE EASEMENT NOTE: RESDENT1AL SPRINKLERS TO BE PRE PROPOSED LOTS 2. 3 AND 4. EX CB .213.63 12 T2 VICINITY MAP NOT TO SCALE / (41 IWO Nth -20 tAPHIC SCALE = DS-10 5Y12 • c), — / D512 DECX/PLAii0R111 TO BE REMOVED . .„ l e■CP, ? 4,, I th) HOUSE II ^4 NOUSE TO NE 1/4 OF SEC 1 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WJ 1E4 CB IE 6.214.23 12 P06 IE 5..214.S1 PROPOSED IE E-215.07 YPVC HYDRANT • PROPOSED WATER NETER PRELIMINARY SHORT PLAT amiig cRown4 PROTECTION AREA EX SS LAI IE 14. .07 12' IE I ( i TOUUD PEBAP. & CAP LS - 9567 - OF NHG/THANH SHORT PLAT 111 REPLACDAENT MIS TREES 0 2 - 2 4 8 „ S X • 45 „ \\'` \\ CY \ \ \, .4. \% 2 \ TE Y's.ws$ \sL°P ) ( o Ar k . • . •; ,., ,, \ . k \ ■,827 sc \ ..... L ”" \\'\\•\\ \ \\ \\,. • ..) $ LAP1 ( i:. A \ \ \\ \ ,..e . , UPI \ ,... \ . \ okf Sr \ .../ ,...., t:) / I . 1. L''' PI \ g \ ) 4 • .. . 1 :1 j ., v \ '.... . . . . . . . \ \ / / I I % I i 1.32 / , I. .. .... . I 3 \ c4•N \ ti., 0 / : s • 2o. s ! \ "4 I \ 4.: • \ //.:.... ,/\/•:':" • - 1•'• .. .• 25 ACCESS 0 unure EASEMENT EX CB F9.4..2 ;4.29 IT N=2L2.42 121RON / IC S.232.57 12 IF E.232.B7 3 EX CO RNA-229.14 IE 6.227.22 12110P IE 5-227.14 12 216.3' GARAGE TO BE POI:BALLY REMOVED APPROX LOCATION OF WATER MAIN/ CET FIRE HID 117 BY VEHICLE FROM EX 1013 TO ENTRANCE 0 PROPOSE9 LOT I. 1 \ \- UTILITY POLE TRANSFORMER) -0490 ............ VA FOUND REAR & CAP UP15 P 28\ FIRE LANE EASEMENT NOTE: REsDENnm. SPRINKLERS TO BE PRE PROPOSED LOTS 2. 3 ARO 4. / / / VICINITY MAP NOT TO SCALE / EX CB RIM= 213.63 IE N- 21`F.42 12'IRON IE 5- 211.6212`IBO / GRAPHIC SCALE o to to OVUM HOUSE TO NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. PRELIMINARY SHORT PLAT OF NHG /THANH SHORT PLAT D i2 '\ / D512>J 2 r I G / DECK/PLA1FORM TO BE REMOVED , '-238 — c / :S 2, Q TANK Ex CB RIM = 216.23 E N =214.23 12'IP.ON IE 5- 214.51 PROPOSI:'B IE E =215.07 3'PVC HYDRANT PROPOSED WATER METER \ \\ EX SS MN\ RIM =231.28 IE N =224.07 12' IE S 224.62 12' 18 REPLACEMENT I OS45 I TREES J ?� FOUND REEAR & CAP BSBL, TYP Ex CB ram. 229.14 IE N4227.22 12'HOP IE 5- 227.14 121•DP 4P1 MP14 4P1 O T 3 \ - 1�r III l C 25' ACCESS & \ UTUTY EASEMENT IJ11LNY POLE W1 \ 0� TRANSFORMER! 1 MP1 rn ' 1 tJ 141.16 r I \ LO¢ 4 \ 1 \(/ \ \ 6,7 1 S\ /D(i A*.'„ \ " I / er 276.3' GARAGE TO BE PARTIALLY REMOVED ER CB RIM -2 34.29 IE H =23242 121RfN+ IE 5- 232.57 12''RON IE E- 232.87 3'PVC APPROX LOCATION OF WATER MAIN EX ] . FIRE HYD / C - 117' BY VEHICLE FROM EX HYD TO ENTRANCE 0 PROPOSED LO` NATIVE GROWTH PROTECTION AREA MATCH EXIST 4 11 MP15 '1 5- 'INV 37 1 - ` t S1EEP"SLOPE \AkEA\ • ` \ \ \ \ \ \ ' \9 7 1 7 ) *. FIRE LANE EASEMENT NOTE: RESIDENTIAL SPRINKLERS TO BE PROVIDED ON PROPOSED LOTS 2, 3 AND 4. NOTE: TOTAL EXPECTED CUT AND FILL FOR SHORT PLAT BUILDOUT - 1000 CY (TO BE BALANCED ON SITE). EASEMENT 3' / LEGEND IMPERVIOUS SURFACES TOTAL EXISTING: 7.043 SF - 0.162 AC TOTAL PROPOSED: 18.227 SF - 0.418 AC 17' SS r 0 ID N S is APN 25' EASEMENT 2.5' CSBC FOUND R & CAP LS '29282. FOUND REBAR & CAP LS '29282' EX. STORMDRAIN EX. SEVER EX. WATER EX. CHANUNK FENCE EX ,OD FENCE EX SEWER MANHOLE EX q-EANOUT EX CATCH BASIN EX. STORM MANHOLE EX UTIUTY POLE W /ANCHOR EX MAILBOX EX GAS METER EX GAS VALVE EX POWER POLE EX WATER VALVE EX WATER METER EX FIRE HYDRANT SV. MONUMENT EX. SIGN ASSESSOR'S PARCEL NUMBER ASPHALT THICKENED EDGE 2' CLASS B ACP 1.5' CSTC MODULAR BLOCK WALL, HEIGHT < 4' LOCK BLOCK PRIVATE ACCESS DRIVE NOT TO SCALE II III - --- CONTACT INFORMATION SITE: 4920 S 114TH STREET TIJKWI.A, WA 98178 APN: 3348401711 ENGINEER/SURVEYOR: OUNCANSON COMPANY, INC. 145 SW 155TH STREET, SUITE 102 SEATTLE, WA 98166 CONTACT: HAROLD OUNCANSON. P.E. (206) 244 -4141 APPLICANT: NORTHWEST HOUSING GUILD, LLC 632 SW 150TH SIHtt7, SUITE B BURIEN, WA 98166 CONTACT: TOM DONNELLY (208) 24.3-1252 UTM1E5 /SAS WATER: SEWER: FIRE: SCHOOL: TELEPHONE: OWEST POWER SEATTLE CITY UGHT (800) 862 -1181 GAS: PUGET SOUND ENERGY 1- 800 - 321 -4123 TREE LEGEND AND RETENTION NOTES DECIDUOUS TREE AL12 TRUNK DIAMETER (IN) TYPE LEGAL DESCRIPTION TUKWILA WATER UTIUTY 600 MNKLER BLVD. TUKWILA, WA 98188 (206) 433 -1863 TUKWILA SEWER UTILITY 600 MINKLER BLVD. TUKWILA, WA 98188 (206) 433 -1864 TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST 7UKWILA. WA 98188 (206) 575 -4404 SEATTLE SCHOOL DISTRICT r 815 4T14 AVENUE N SEATTLE, WA 98109 (206) 252 -0100 TO BE REMOVED —IN > 15% SLOPE AREA AL -ALDER MP -MAPLE DS- OECDUOUS MA- MADRONA OK -OAK CH- CHERRY EVERGREEN TREE T. 3E REMOVED DF=O O DUOLAS Fit,' , ® A 15% SLOPE HE- HEMLOCK AREA 0F18 Pt -PINE EVG- EVERGREEN NOTE: TREE DRIP ONES ARE NOT . %SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. LOT 156 IN BLOCK 18 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE. AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE NORTH 47'47'45' EAST ALONG THE NORTHWESTERLY UNE OF SAID LOT, 208 FEET; THENCE SOUTH 71'29'45' EAST PARALLEL TO THE SOUTHERLY LINE OF SAID LOT, 40 FEET; THENCE SOUTHWESTERLY 180 FEET. MORE OR LESS TO A POINT ON THE SOUTHERLY UNE OF SAID LOT. WHICH IS 80 FEET EASTERLY FROM THE POINT OF BEGINNING; THENCE NORTH 71'29'45' WEST *LOG THE SOUTHERLY UNE 80 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT STREET. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. BENCH MARK IS POINT NAME 3425 TAKEN FROM KING COUNTY SURVEY CONTROL CONCRETE MONUMENT WITH BRASS DISK IN CASE. DOWN 0.6' LOCATED AT THE INTERSECTION OF S 112TN ST & 51ST AVE RECEIVED NAVD 88 ELEV.= 368.892 FEET 'MAR 2 0 2006' coaufiwart CAUTION! UNDERGROUND UTIUTIES EXIST IN THE AREA • AND UTIUTY INFORMATION SHOWN MAY BE INCOMPLETE. STATE, LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY' LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 J_ a CS Z 0 VI 5 m 0 i n i 8 a S 8 el 0 J 0 U Z � Z W DRAWN: JMK DG NO: 04351 DATE: 11 /10/05 PP1 STATE OF WASHINGTON COUNTY OF KING STATE OF WASHINGTON COUNTY OF KING STATE OF WASHINGTON COUNTY OF KING SHORT PLAT NO. # CITY OF TUKWILA, WASHINGTON DEDICATION KNOW ALL MEN BY THESE PRESENT, THAT WE, THE UNDERSIGNED, OWNERS) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDMSION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FIUNG OF A FINAL PLAT. THE UNDERSIGNED THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SHORT SUBDMSION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2005. ON THIS DAY OF PERSONALLY APPEARED BEFORE ME , TO ME KNOWN TO BE INDMDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. SIGNATURE NAME OF COMMISSIONED: DATE DATE NAME DATE TITLE MY COMMISSION EXPIRES: ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDMDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2005. SIGNATURE NAME OF COMMISSIONED: TITLE MY COMMISSION EXPIRES: ON THIS DAY OF PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE INDMDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2005. SIGNATURE NAME OF COMMISSIONED: TITLE MY COMMISSION EXPIRES: PORTION OF NE 1/4 of NE 1/4, S. 10 T. 23 N., R. 04 E., W.M. EXISTING LEGAL DESCRIPTION • TITLE PER ORDER NO. RR- 20101100 ISSUED BY TRANSNATION, • DATED NOVEMBER 2, 2004. LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE NORTH 47'47'45" EAST ALONG THE NORTHWESTERLY UNE OF SAID LOT, 208 FEET; THENCE SOUTH 71'29'45" EAST PARALLEL TO THE SOUTHERLY UNE OF SAID LOT, 40 FEET; THENCE SOUTHWESTERLY 180 FEET, MORE OR LESS, TO A POINT ON NE SOUTHERLY UNE OF SAID LOT, WHICH IS 80 FEET EASTERLY FROM THE POINT OF BEGINNING; THENCE NORTH 71'29'45" WEST ALONG THE SOUTHERLY UNE 80 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT STREET. SITUATE IN NE CITY OF T IKWILA, COUNTY OF KING, STATE OF WASHINGTON. NEW LEGAL DESCRIPTIONS NEW LOT 1 THAT PORTION OF LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, LYING EAST AND SOUTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE ALONG THE WESTERLY UNE THEREOF, NORTH 47 EAST 208.00 FEET; THENCE ALONG A UNE PARALLEL WITH THE SOUTH UNE OF SAID LOT 156, SOUTH 71'05'56" EAST 40.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT 'B "; THENCE SOUTH 36'32'57" WEST 192.35 FEET TO A POINT ON THE SOUTHERLY UNE OF SAID LOT 156 WHICH UES 80.00 FEET EASTERLY FROM THE POINT OF COMMENCEMENT SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 3612'57" EAST RETURNING ALONG THE PREVIOUS COURSE 116.81 FEET TO A POINT 75.54 FEET SOUTHERLY OF AFOREMENTIONED POINT "B "; THENCE SOUTH 53'52'40" EAST 91.13 FEET TO A POINT ON THE EAST UNE OF SAID LOT 156 WHICH UES 85.73 FEET NORTHERLY FROM THE SOUTHEAST CORNER OF SAID LOT AND THE END OF THIS UNE DESCRIPTION. 'NFW IOT 2 THAT PORTION OF LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTH AND EAST OF THE FOLLOWING DESCRIBED UNE; COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE ALONG THE WESTERLY UNE THEREOF, NORTH 47'06'31' EAST 208.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A ", SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG A UNE PARALLEL WITH THE SOUTH UNE OF SAID LOT 156, SOUTH 71'05'56" EAST 40.00 FEET; THENCE SOUTH 36'3217" WEST TOWARD A POINT ON THE SOUTHERLY UNE OF SAID LOT 156 WHICH UES 80.00 FEET EASTERLY FROM THE POINT OF COMMENCEMENT A DISTANCE OF 75.54 FEET; THENCE SOUTH 53'52'40" EAST 91.13 FEET TO A POINT ON NE EAST UNE OF SAID LOT 156 WHICH UES 85.73 FEET NORTHERLY FROM THE SOUTHEAST CORNER THEREOF AND NE END OF THIS UNE DESCRIPTION. EXCEPT THAT PORTION ALSO LYING NORTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT AFOREMENTIONED POINT "A'; THENCE ALONG THE WESTERLY UNE OF SAID LOT 156, NORTH 4T06'31" EAST 63.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 3075'09' EAST 116.90 FEET TO A POINT ON THE EASTERLY UNE OF SAID LOT 156 WHICH UES 165.38 FEET DISTANT FROM THE SOUTHEAST CORNER THEREOF AND THE END OF THIS UNE DESCRIPTION. NEW LEGAL DESCRIPTIONS (CONT) NEW LOT THAT PORTION OF LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE ALONG THE WESTERLY UNE THEREOF, NORTH 47'06'31" EAST 208.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A "; THENCE CONTINUING ALONG THE WESTERLY UNE, NORTH 47'06'31" EAST 63.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 3025'09" EAST 116.90 FEET TO A POINT ON THE EASTERLY UNE OF SAID LOT 156 WHICH UES 165.38 FEET DISTANT FROM THE SOUTHEAST CORNER THEREOF AND THE END OF THIS UNE DESCRIPTION. EXCEPT THAT PORTION LYING NORTH OF THE FOLLOWING DESCRIBED UNE: COMMENCING AT AFOREMENTIONED POINT "A "; THENCE ALONG THE WESTERLY UNE OF SAID LOT 156, NORTH 47'06'31" EAST 198.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 1411'41" WEST 158.34 FEET; THENCE SOUTH 6O'44'26" EAST 20.00 FEET TO A POINT ON THE EASTERLY UNE OF SAID LOT 156 WHICH UES 200.00 FEET NORTHERLY FROM THE SOUTHEAST CORNER OF SAID LOT AND THE END OF THIS UNE DESCRIPTION. NEW LOT 4 THAT PORTION OF LOT 156 IN BLOCK 16 OF C.D. HILLMAN'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTH OF NE FOLLOWING DESCRIBED UNE: COMMENCING AT THE MOST WESTERLY CORNER OF SAID LOT 156; THENCE ALONG THE WESTERLY UNE THEREOF, NORTH 47'06'31" EAST 208.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY UNE, NORTH 47'06'31" EAST 198.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 14'51'41" WEST 158.34 FEET; THENCE SOUTH 60'44'26" EAST 20.00 FEET TO A POINT ON THE EASTERLY UNE OF SAID LOT 156 WHICH UES 200.00 FEET NORTHERLY FROM THE SOUTHEAST CORNER OF SAID LOT AND THE END OF THIS UNE DESCRIPTION. ACCESS AND UTILITIES EASEMENT THE ACCESS AND UTIUTIES EASEMENT, AS DEUNEATED ON SHEET TWO OF TWO, IS HEREBY DEDICATED UPON RECORDING OF THIS SHORT PLAT TO SERVE LOTS 1, 2, 3 AND 4 DEUNEATED ON THE FACE OF THE SAME. MAINTENANCE OF SAID ACCESS AND UTIUTIES EASEMENT SHALL BE SHARED EQUALLY BY THOSE PARTIES WHO ARE BENEFITED BY SAID EASEMENT AND THE RESPONSIBIUTY OF WHICH SHALL RUN WITH THE LAND AND SHALL BE BINDING ON ALL PARTIES HAVING OR ACQUIRING ANY RIGHT, TITLE, OR INTEREST IN THE LAND DESCRIBED HEREIN OR ANY PART THEREOF. DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PUNNING T u Sw IS6ah Soc4 Sae. 102, Sasaki Washingtca 99166 Thar (206) 2444141 Par (206)244445S RECORDING NO. JOB NO. SHEET .1 nG • VOLJPAGE SURVEYOR'S CERTIFICATE 1 . KEVIN J. WAIJ(ERR, PLS RE(iISTFRFO AS A l AND SURVEYOR RV TI'IF STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. COUNTY TREASURER'S CERTIFICATE I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBUC USE ARE PAID IN FULL. THIS DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF , 20 DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDMSION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 20 CHAIR, SHORT SUBDMSION COMMITEE RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M AND RECORDED IN VOLUME OF PUTS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. DEPUTY DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND ELECTIONS DIRECTOR, KING COUNTY DEPARTMENT OF RECORDS AND' 14 ELECTIONS COM 9q S 04351 TUKWILA SHORT PLAT THANH PROPERTY NORTHWEST HOUSING GUILD, LLC C1-1110T CI iunnncInnM AAAD SHORT PLAT NO. # CITY OF TUKWILA, WASHINGTON PORTION OF NE 1/4 of NE 1/4, S. 10 T. 23 N., R. 04 E., W.M. RECORDING NO. VOLJPAGE p I • / / ID POINT 'A" GRAPHIC SCALE 2 9 T I �9• HOUSE 13000 PL4TFQQ� . . TO BE REMOVED . O. POINT • "8' / LpT 2 D Pi r TFOR... y a / ' TO BE REEMOV' O ' /°" ) � 4 o N S ?g : � S3 S ? �T 3 3 It, A CCESS s .UTILIT E- 6,21 S F 0 v C', 23. 7 .0 I ..40e .� /0 7' ' CONCRETE 44' ry / O . LOT 3 7.22 sF I 14a. •• 0 AP' L OT 4 I 8,109 SF / 4g 42 (P • .3' •6• / 7. m so (I+PEET) 1 Inch = 30 ft :�t:c �I�cu•ti:�! VU LINj,1,' i.0; n0. r n�Y� °s• tm PORTOON OF GAR AX \ 7 BE REMOVED . t w N & •"'I H� n T 3Y8401:v. lug_ sr R Ek-r 8s8 5 L0 h BUILDING Gar -Oy ,r.....-... T�t (-Gn N .4, \ 60 / REFERENCES DWN. BY CHKD. BY (IN FEE 1 Inch a 60 ft. JMB DATE 11/09/2005 SCALE FOUND 3" BRASS DISK MARKED om AT INTERSECTION WITH a. S \ 112TH STREET lc re I CS � 'I,i S ` 6 ;11 Irl 497 712 9 ; B " w\ ` � a a � 48 ( P CO ZZ 100-2(30" �' 63 rp . ." LOS 1516 CO socis 1) C.D. HILLMAN'S GARDEN ADDITION, PER VOL 12 OF PLATS, PG. 82, RECORDS OF KING COUNTY, WASHINGTON. 2) RECORD OF SURVEY, KING COUNTY RECORDING NO. 8607010854. BASIS OF BEARING HELD BEARING OF NORTH 00'30'55' EAST FROM REFERENCE NO. 2 ON THE MONUMENTED UNE OF 51ST AVENUE BETWEEN SOUTH 112Th STREET AND SOUTH 113TH STREET AS MEASURED THIS SURVEY (NORTH 01'38'30' EAST — NAD83). CERTIFICATE OF CONFORMANCE THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 211 -0 ELECTRONIC THEODOUTE READING DIRECT TO 5 SECONDS OF ARC AND MEASURING DISTANCE t(3+(2PPM X 0)) MM. NGS BASELINE COMPARED JUNE, 2004. THIS SURVEY MEETS THE MINIMUM STANDARDS SET FORTH IN WAC 332 -130. DUNCANSON JOB NO. / No I ips "W 78'o4rP / / \ \ N C GRAPHIC SCALE ]0 DD 17D 24° FOUND 1 1/2" BRASS DISK WITH "X" #15029. IN CONCRETE LEGEND CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SWISSek S0ea See 102, Stack Wmhing.n 98166 Flex (206) 244414, F¢ (206) 244.4435 04351 SHEET -1 3 W FOUND 3" BRASS 015K WITH FUNGI MARKED '1289" IN CONCRETE IN CASE. AT BEACON AVENUE N? 4 5 0 8 \ SET BAR & CAP, LS. #41038 FOUND BAR & CAP, AS NOTED FOUND MONUMENT IN CASE. AS NOTED FOUND SURFACE MONUMENT. AS NOTED DATA PER CALCULATION DATA PER DEED DESCRIPTION CALL DATA PER SURVEY REFERENCE NO. 1 DATA PER SURVEY REFERENCE NO. 2 FOUND 1 1/2" BRASS DISK WITH X' MARKED "15029" IN ASPHALT 0.4' BELOW SURFACE I— 0 (/) Z HELD AS UNE BETWEEN LOTS 150 & 151 BLOCK 16, C.D. HILLMAN'S MEADOW GARDEN ADDITION TO CITY OF SEATTLE, DIVISION 12 FOUND NAIL IN CONCRETE 1.1' BELOW SURFACE AT INTERSECTION WITH 53RD AVENUE SOUTH TUKWILA SHORT PLAT THANH PROPERTY NORTHWEST HOUSING GUILD, LLC cunaT CI IRnhVIclnm AAAD