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HomeMy WebLinkAboutPermit L06-013 - ROWLEY DAN - GULLY SHORT PLATGULLY SHORT PLAT LAND DIVISION LAND DEVELOPMENT S 130 ST at 42 AV S L06 -013 20061212001416 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. Oi 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Gr t or(s) ast naJ}��e, first name, initials) 1. /t v 2. ac tf5-s r-/ -t/ G7` 7f 1V . ( Ale , Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. C co e L,, G Y1' , 2. Additional names on page of document. Legal description (abbreviated: i.e. lot, lock, plat or section, township, range) Sis — r — k Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned X3/&0 — o s / The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. RECOv FEB 0 2 2007 QEVELOPm NT Return Address: C all of Yv I wi il frirtsV = �G U) iC► CZe'd Civrrif call) Tzy2 W.t'l . Yr- 414/161- wYt ass( HI IY YIII��GVll l b 20061212001416 HOUSE CONSTR EAS 35.00 PAGE001 OF 004 12/12/2008 13:08 KING COUNTY, WA By Please print or ty pe information WASHINGTON STATE RECORDER'S Cover Sh i Y EXCISt IAA r o I REQUIRED King Co. Records r ivision , Deputy t ( RCW 65.04) W I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure some part of the text of the original document. Signature of Requesting Party .. AR S cbweik[&Assodate, pllc Chit Project Mansgernent & cow Phone: (253) 815 -1700 Fax: (253) 815 -1701 bsohwei d@comcastnet 1945 South 375th Street Federal Way, Washington 98003 GULLY SHORT PLAT PRIVATE WATER LINE UTILITY EASEMENT 1 OF 3 DECLARATION OF EASEMENT AND ITS MAINTENANCE KNOW ALL MEN BY THESE PRESENT: That R HOUSE CONSTRUCTION, INC., a licensed corporation operating in the State of Washington, being the fee owner of the following described property: BEGINNING AT A POINT 180.6 FEET SOUTH AND 237.63 EAST OF THE NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; RUNNING THENCE NORTH 95 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST TO THE EAST LINE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID TRACT; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID TRACT TO A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Do hereby declare, convey, and deicate easement over, under, across, and through said premises for water line utility and its maintenance as follows: LEGAL DESCRIPTION OF WATER LINE UTILITY AND ITS MAINTENANCE EASEMENT: A FIVE FOOT WIDE WATER LINE EASEMENT AS SHOWN ON CITY OF TUKWILA SHORT PLAT #L06 -013 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT AT THE NORTHEAST CORNER OF LOT 1, CITY OF TUKWILA SHORT PLAT #L06 -013, SAID POINT BEING THE NORTHEAST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 81 °46'00" WEST, 5.01 FEET ALONG THE NORTH LINE OF SAID LOT 1 TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 81 °46'00" WEST, 5.01 FEET ALONG NORTH LINE OF SAID LOT 1; THENCE SOUTH 10 °50'18" EAST, 72.54 FEET TO THE SOUTH LINE OF SAID LOT 1; THENCE NORTH 81 °46'00" EAST, 5.01 FEET ALONG SOUTH LINE OF SAID LOT 1; THENCE NORTH 10 °50'18" WEST, 72.54 FEET TO THE TRUE POINT OF BEGINNING. ►'I. S chweikl &Associates; pllc croEgmeezilig Project Manageznent & Consulting 1945 South 375th Street Phone: (253) 815 -1700 Federal Way, Washington 98003 Fax: (253) 815 -1701 bschwei d@comcast.net GULLY SHORT PLAT PRIVATE WATER LINE UTILITY EASEMENT 2 OF 3 NOTE: Also illustrated on attached exhibit A. PURPOSE: This easement is for the sole purpose of construction, repair, and/or maintenance of a water line for Lot 2 of City of Tukwila short plat #L06 -013. BENEFIT: The above described easement is hereby dedicated for the use and benefit of Lot 2 of City of Tukwila short plat #L06 -013 and the owners of Lot 2 thereof, their heirs, successors, and/or assigns, and said easement shall be deemed a covenant running with the land. MAINTENANCE: All maintenance, repair, and /or re- installation of water line utility shall be the sole responsibility of the owner(s) of the lot serviced by the water line utility. When said maintenance is performed within the easement, the disturbed land areas shall be returned to their condition prior to such maintenance. IN WITNESS WHE the above named owner(s) have hereunto set his hand and seal this I t day of i z�rrta4 ' , 2006. BY STATE OF WASHINGTON ) ) ss COUNTY OF KING ) On this day personally appeared before me E1 PMES 09 /20 /06 JOB #05049 BY Richard b. 1Powle to me known to be owner and which executed the within and foregoing instrument, and acknowledged to that the signed the same in their capacity as owner as the free and voluntary act and deed for the uses and proposes therein mentioned. Subscribed and sworn to before me this fi#A day of December , 2006 a ith, Notary Public . and for the S of Washington NOTAg N Residing at /"(ernLOh wash! n r : �.� ; (p PuBLIG - 111) :..6'666 * �_ �ttt O .... SN .. NA schwelkl & Associates plc Civil lingloserlug Project linage:Dent& Consulting Phone: (253) 815 -1700 Fax: (253) 815 -1701 bschweikl @comcastnet 1945 South 375th Street Federal Way, Washington 98003 GULLY SHORT PLAT PRIVATE WATER LINE UTILITY EASEMENT 3 OF 3 EXISTING 6"0 WATER LINE w II 0 c0 0 0 7340600845 N.E. CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS to LOT 2 o EXST. DI 8"0 WATER LINE 1 N8911'59 ° W 129.46' 7340600845 NW 1/4 NE 1/4 SEC._15 , TWP. 23 N., RGE. 4 E.,W.M. sio'mrs 09/20/06 I JOB #05049 GRAPHIC SCALE 30 0 15 30 60 1 inch = 90 ft. EXHIBIT A 20061114001184 Return Address: Document Title(s): Sensitive Area Covenant and Hold Harmless Agreement Parties: Other: 734060 -0843 CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433-1800 Last City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 R House Construction, Inc. Company Name (if business) 16720 SE 271 Street Address Covington City 01 0 1111 II 11111 II 1110 20061114001184 CITY OF TUKWIL NOSA 89.00 PAGE001 OF 008 11/14/2008 11:15 KING COUNTY, WA DOCUMENT RECORDING COVER SHEET First Initial WA 98402 State Zip Legal Description: A Portion of the NW 1 /4 of the NE 1 /a , Sec. 15, T.23N., R.4E., W.M., (a.k.a.) Lot 56, Riverside Interurban Tracts Tracts, according to the plat thereof, recorded in vollume 10 of plats, page 74, in King County, WA Assessor's Property Tax Parcel/Account Number(s): RECEIVED FEB 1 COMMUNITY DEVELOPMENT City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 WHEN RECORDED, RETURN TO: Grantor: R House Construction, Inc. Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the NW 1 /4 of the NE 1 /4, Sec. 15, T. 23 N., R. 4 E., WM. Full Legal Description is found on Exhibit A of this document. Assessor's Tax Parcel ID Numbers: 734060 - 0843 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between R House Construction, Inc., a Washington State Corporation ( "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). 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. L06 -013, and/or construction permits for the Property. WHEREAS, Grantor has performed geological reports and evaluations, prepared by Earth Consultants, Inc., dated April 28, 2006. 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 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 (b day of ve s,r2_, 2006. STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that RI G/1 a rcl D Row/ e yy is the person who appeared before me, and said person acknowledged that hecshe signed this instrument, on oath stated that he /she was authorized to execute the instrument and acl nowledged it as the Vice, President of R House (. n s fru oti o n, .Ir . , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated OGfobcr /4 2.006 s : o -�OTAI 9N ;U N ■ P UB LAC J cI • I, "49j;. • 6 16 -08 c ' a I; O WA Au orized Signature Authorized Signature i;ce CZ. &,Q4 /A /ice A. Deacy Notary Public in and for the State of Washington residing at Anton My appointment expires 6-16-08 DATED this day of GRANTEE: CITY OF TUKWILA c rlq V A vv \ 49 -$4 — Mayor ATTEST: Aa- City Clerk 2006. STATE OF WASHINGTON ) ) ss. County of King ) On this I day of De- r , 20 DES , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared 5 ft ('• M v (I £ and j &L-r1E? C . e f1 - (- , L , 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. n e-L_ A . X4-1 retbe.�t p tname J AU a (Leal TARY PUBLIC in and fo State of Washington, residing at EXHIBIT A LEGAL DESCRIPTION OF PROPERTY BEGINNING AT A POINT 180.6 FEET SOUTH AND 237.63 EAST OF THE NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; RUNNING THENCE NORTH 95 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST TO THE EAST LINE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID TRACT; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID TRACT TO A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Reference Number(s) of Related Document(s): Grantor: Paul M. Gully Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the NE1 /4 of the NE1/4, Sec. 15, T. 23 N., R. 4 E., WM. Full Legal Description is found on Exhibit A of this document. Assessor's Tax Parcel ID Numbers: 734060 - 0843 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Paul M. Gully, an individual, ( "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 of potential geologic instability (potential slide areas). 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 L06 -013, and/or construction permits for the Property. WHEREAS, Grantor has performed geological reports and evaluations, prepared by Earth Consultants, Inc., dated April 28, 2006. 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 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 , 2006. 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 , 2006. 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 BEGINNING AT A POINT 180.6 FEET SOUTH AND 237.63 EAST OF THE NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; RUNNING THENCE NORTH 95 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST TO THE EAST LINE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID TRACT; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID TRACT TO A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Mail to: VAL -VUE Sewer Dist. 14816 Military Rd So. P.O.Box 69550 Seattle WA. 98168 • • DECLARATION OF EASEMENT FOR SIDE SEWER Whereas, this agreement, made the day of , 2006, between OWNERS Paul & Betty Gully, Owners of the following described property situated in City of Tukwila, King County, Washington, to-wit: 4lxx S. 130 Street Lot 1 Tukwila SP #L06 -013 AND Owners of the following described property situated in City of Tukwila, King County, Washington, to-wit: 130xx Macadam Rd. Lot 2 Tukwila SP #L06 -013 (AKA Tax Parcel 734060 -0843) WI TNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed between the above parties as follows: 1' A side sewer shall be constructed as follows: (See attached Private Sanitary Sewer Easement Legal Description). 2' There shall be, and each party does grant unto the other, and easement for the sewer along the line as constructed for the use of said properties and for the purpose of construction, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress there from for the purpose of enjoying the easement, and also granting to the Grantees and to those acting under or for the Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantees shall restore the premises as near as may be to its condition immediately before such construction or entry. 3" The cost of construction of said sewer shall be borne by the owners of the said properties as follows: MUTUALLY AGREED. 4 — The cost of maintenance, repair, or reconstruction of that portion of the sewer used in common shall be borne in equal shares. Except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5 — This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNESS whereof we hereunto set our hands and seals the day and year first above written: Date: Date: State of Washington County of King This is to certify that on the _ day of , 2006, before me the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came AND To me known to be the parties who executed the within instrument and acknowledged to me that they signed and sealed the same as their free and voluntary act and deed for the purposes therein mentioned. WITNESS my hand and seal the day and year in this certificate first written above. Notary Public in and for the State of WA. Residing at Commission expires AWM 5& Assodate4plic 1945 South 375th Street Plow -x 815-1700 FeMaa1 Way, Washington 98003 Pas x 815 -1701 GULLY SHORT PLAT PRIVATE SANITARY SEWER EASEMENT 1 OF 2 PRITVA TE SANITARY SEWER EASEMENT LEGAL DESCRIPTION A PRIVATE SANITARY SEWER EASEMENT SITUATED IN A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON WITH SAID EASEMENT BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 10'50'18" EAST, 59.25 FEET ALONG THE EAST UNE OF SAID TRACT TO THE TRUE POINT OF BEGINNING: THENCE SOUTH 10'50'18" EAST, 13.29 FEET TO A POINT OF THE EASTERLY TERMINUS OF THE LOT 1 AND LOT 2 LOT UNE PER CITY OF - TUKWILA GULLY SHORT PLAT (L06 -013), RECORD NUMBER XXXXXX; THENCE SOUTH 81'46'00" WEST, 18.66' FEET ALONG SAID LOT UNE; THENCE NORTH 3514'25" EAST, 18.29 FEET; THENCE NORTH 81'46'00" EAST, 5.47 FEET TO THE TRUE POINT OF BEGINNING. SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. OM OP MAY 1 6 2006 PER.iJT CENTER EXHIBIT A .1.t s►& Assoc is t pile � ihetheate&Profrxtlibmagemest& 1945 Smith 375th Street Plan 10 815 -1700 Fedaal way, Waebringtmi 98003 Fat 253) 815-1701 GULLY SHORT PLAT PRIVATE SANITARY SEWER EASEMENT 2 OF 2 S 134th Street 67.06 N.W. CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS 98.17' N8116'00 ° E 5.47' N3514'25'E 18.29' 7340600845 GRAPHIC SCALE MAY 1 6 2006 T.P.O.B. EXHIBIT A +d `;:17 43 CENTER Rebecca Fox - Gully Short Plat-- (L06 -( From: Rebecca Fox To: David McPherson Date: 12/07/2006 12:29 pm Subject: Gully Short Plat - -(L06 -013) Hi Dave, FYI, Rich Rowley phoned today to clarify what needs to be done before the short plat can be signed (again) and recorded. I told him the following per my understanding of our meeting on Tuesday: 1) Prepare a (draft) water easement document. Bring the draft easement in for review. Easement shall not be in setback. Show easement on map. 2) Get ok for easement from PW and record w /KC 3)Record sewer easement w /KC (he's already drawn this up). 4) Show easement numbers on short plat document/map 5) Bring in short plat document/map for signature I also spoke on 12/6 with Dana Dick of ValVue Sewer, and "Russell" of WD #125. Russell was fine with recording the water easement before the short plat, but ValVue may need a separate tax lot # first. Has this been the case previously? I hope this won't cause a problem for recording the Gully Short Plat easement. Rebecca F i - c h p_ovd t e y s6 - '1 1 - 20i I Page 1 June 20, 2006 City of Tukwila Department of Community Development Steve Lancaster, Director Dan Rowley 16720 SE 271 St, Suite #203 Covington, WA 98402 RE: Short Plat L06 -013 at S. 130 and 42 " Ave S, Tukwila, WA Dear Mr. Rowley: The Short Subdivision Committee has completed review of your short plat application ( #L06 -013). Based on the submittal, preliminary approval of the plans dated February 7, 2006 is granted subject to the conditions stated below. This letter serves as the Notice of Decision per TMC 18.104.170. This decision can be appealed to the Hearing Examiner. Any appeal must be filed before the end of the 21 day appeal period on July 10, 2006. There are three basic steps in the short plat approval process: 1. Preliminary Approval The following conditions must be met for preliminary approval: Plans a. Plans must show the lot and block numbers beginning with "1." b. Revise the legal descriptions for the new lots to describe and label the Private Sanitary Sewer Easement on the Plat Map (sheets 1 of 2 and 2 of 2) and on all civil plans for use in seeking permits and in construction work. (See easement copy enclosed.) General a. Obtain all required permits prior to beginning any construction. For sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at 206 - 433 -0179. b. An infrastructure and construction standard manual is available at the Tukwila Public Works Department and on the City web site. Civil site plans shall be designed per City of Tukwila standards, details and specifications. c. Install all required site improvements, including water and sewer per the plans dated February 7, 2006, and the short plat application. You will need to provide Rf 1 06/20/2006 Q: \Gully Short Plat L06- 013 \gullyprelimappr6.15.06.doc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 signed, complete civil plans prepared by a licensed civil engineer. The sewer easement shall be described and labeled on the plans. d. At the time of permitting, storm drainage for roof drains and paved areas shall be infiltrated and/or dispersed on -site, or detention provided as per KC Surface Water Design Manual (1998). e. All utilities are required to be underground, per City Ordinance f. Rockeries and/or retaining walls over 4 feet high, and/or surcharged, will require a separate Building Permit and shall meet setback requirements. Prior to the Final Short Plat, the following comments need to be addressed for Public Works. a. The owner shall sign with a Notary a Sensitive Area Covenant and Hold Harmless Agreement. This document shall be recorded at King County after the City signs and prior to recording the Final Short Plat. (See enclosed copy) b. Record the Private Sanitary Sewer Easement with King County prior to recording the Final Short Plat Map, and the recording number be shown on the short plat map. (Copy enclosed) d. Provide a note on the fmal short plat map, to comply with Geotechnical Engineering Study, by Earth Consultants, Inc., dated April 28, 2006 and subsequent geotechnical reports. e. Revise the legal descriptions for the new lots to describe the Sanitary Sewer Easement and label the Private Sanitary Sewer Easement on the Plat Map (sheets l of 2 and 2 of 2) and on all civil plans for use in seeking permits and in construction work. (See easement copy enclosed.) 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final papers. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee will sign your short plat. This constitutes a grant of final approval. Rf 2 06/15/2006 Q:1Gully Short Plat L06- 0131gullyprelimappr6.15.06.doc Expiration The final approved short plat must be filed with the King County Department of Records by June 20, 2007, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording Sincerely, The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original unfolded short plat to King County. Refer to the Recording Procedures handout. 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. Steve Lancaster Chair, Short Subdivision Committee cc. Jim Morrow, Public Works Director Nick Olivas, Fire Chief King County Assessor, Accounting Division Enc: Private Sanitary Sewer Easement Sensitive Area Covenant and Hold Harmless Agreement Rf 3 06/15/2006 Q: \Gully Short Plat L06- 0I3 \gullyprelimappr6.I5.06.doc March 23, 2006 • Dan Rowley 16720 SE 271 Street Suite 203 Covington, WA 98402 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Gully Short Plat (L06 -013) Dear Mr. Rowley: City staff has reviewed the Gully Short Plat (L06 -013) application materials, and has found that the following information is required to complete the application: 1) Provide a draft copy of the private sanitary sewer easement on Lot 1 for the benefit of Lot 2 and for review by Public Works. See attached sample. Show and label the Private Sanitary Sewer Easement on the short plat survey, sheet 2 of 2. 2) Provide a geotechnical report, signed and stamped by a Washington State licensed geotechnical engineer. The report shall specifically address construction within the driveway area, steep slopes, foundation recommendations, rockeries /retaining walls and storm drainage (suitability of infiltration.) See attached Public Works Bulletin #B4; Please provide this information to us at your earliest convenience so that we can complete review of your application for a short plat. If you wish, you may contact me by phone at 206 - 431 -3683, or rfox @ci.tukwila.wa.us Sincerely, Rebecca Fox Senior Planner RI Page I of I Q:AGully Short Plat f06-0 3\N/ore intb.2.doc • Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 BULLETIN B4 GEOTECHNICAL REPORT GUIDELINES The City may require a geotechnical investigation and report based on the nature of the proposal. All of the following require a geotechnical investigation and report prepared by a Geotechnical Engineer 1. Unless waived by the Building Official: • All new buildings except a residential structure that falls under the International Residential Code • Any structure, including a rockery, that retains a surcharge • Any retaining structure, including a rockery, that is over four feet above existing grade • Grease interceptors that are 1000 gallons or larger • Surface water retention/detention structures 2. Unless waived by the Department of Community Development Director: • Any work on sites containing or adjacent to slopes that are 15% or steeper • Grading that requires environmental review under the State Environmental Policy Act 3. Unless waived by the Public Works Director • Surface water infiltration • Riverbank Stability (Ordinance 2038) • Hazardous Waste Facility Design The reporting requirements for single - family permits may be waived, if a report for the site meeting the City of Tukwila's criteria has been filed less than five years before the date of application and the Geotechnical Engineer who signed the report prepares a written letter stating the report is still applicable to the site and currently proposed project. Similarly, reporting requirements may be waived for single- family permits if the applicant can demonstrate, to the City's satisfaction, that soil or groundwater conditions at or near the site pose little or no risk for the project. The Geotechnical Engineer determines the actual scope of investigation, analysis, and reporting necessary to meet the Standard of Practice with respect to the project and its geotechnical requirements. The report must be stamped, signed and dated by the Geotechnical Engineer. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Geotechnical Report Guidelines Approved 04.24.04 BULLETIN B4 GEOTECHNICAL REPORT GUIDELINES The attached report outline describes the contents for elements in a geotechnical report. A report submitted to the City must contain each element in the outline. The actual content under each element will depend on the nature and complexity of the project and site conditions. For example, a single family residence on a glacial till site without groundwater issues warrants a short, simple report, while a high -rise structure with a deep excavation on an alluvial site warrants a longer, much more detailed report. The report should state "Not applicable" for each outline element that does not apply. For example, shoring and retaining walls would be "Not Applicable" if the project scope does not include these items. I GEOTECHNICAL ENGINEER means a practicing, professional civil engineer registered with the State of Washington, who has knowledge and practice of geotechnical engineering. GEOTECHNICAL ENGINEERING means the application of soil mechanics in the investigation, evaluation, and design of civil works involving the use of earth materials and the inspection or testing of the construction thereof. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Geotechnical Report Guidelines Approved 04.24.04 1.0 SUMMARY Geotechnical Report Guidelines Approved 04.24.04 The summary presents the major conclusions and their basis. This section should be included in all lengthy or complex reports. 2.0 INTRODUCTION OTECHNICAL REPORT CONTENTS CITY OF TUKWILA The introduction sets the stage for the entire report and contains the following sections: 2.2 OVERVIEW • Introduce the formal project name, address and parcel numbers. • Describe briefly the current or previous work used to form the basis for the conclusions and recommendations contained in the report. 2.3 BACKGROUND • Describe the project's history when relevant to the reason for the investigation. • List other reports completed for the site or adjacent sites and note whether any environmental site assessments or other environmental work has been completed. • Describe the scope of work, including grading, retaining walls, structures, construction materials, and utilities. Include dimensions, quantities, proposed finish floor elevations, maximum depth of cut or fill, foundation and floor loads, etc. • Describe all assumptions that were relied upon to develop the conclusions and recommendations contained in the report. 2.4 PURPOSE AND SCOPE OF SERVICES • State succinctly the primary purpose for the geotechnical engineering services. • Summarize the scope of geotechnical engineering services that form the basis for the conclusions and recommendations contained in the report. • Indicate any limitations to the scope of geotechnical engineering services provided, particularly if the scope represents a departure from service typically provided on similar projects. 2.5 INVESTIGATIONS SUMMARY • Provide the dates, general nature, and extent of the geotechnical investigation. This section should include data research, borings, test pits, geophysics, physical laboratory testing, chemical testing, field instrumentation or testing, etc. • If the investigation was complex, present a complete and detailed explanation and results in the form of an appendix. 2.6 REPORT OVERVIEW • Introduce and describe other sections of the report, directing the reader to critical sections, if appropriate. • Identify and describe all attachments and appendices. 1 ItEOTECHNICAL REPORT CONTENTS CITY OF TUKWILA 3.0 SITE CONDITIONS Describe all site features relevant to the study and the geotechnical engineering conclusions and recommendations. Terminology should be clear and consistent, and continue to be consistent through the entire report. 3.1 LOCATION AND SURFACE CONDITIONS • Provide the cross streets, addresses and parcel numbers in order to locate the investigation. • Describe the site and adjoining properties, including surface elevation, topography and drainage. Clearly reference all elevations to the datum. • Provide current uses of the site and adjacent properties. • Identify all current structures, subsurface utilities, wells, manmade fills, and other surface features. • Describe vegetation, topsoil, paving, and other surface coverings. • Describe any indications of historic geological processes or hazards on or near the site (e.g., slope instability, landslides, liquefaction, flooding, etc.) • Describe any indications of surface releases or other contamination, or potential contamination sources. • Describe any planned changes to the surface conditions described above which will take place after the investigation. 3.2 GEOLOGIC SETTING • Provide an overview of regional geology, local stratigraphy, groundwater occurrence, etc. 3.3 SUBSURFACE SOIL CONDITIONS • Describe each soil or geologic unit encountered by their classification and group units with respect to the properties that are most relevant to the conclusions and recommendations. Give each unit group a unique, clear, common title and consistently refer to this unit by its given title throughout the report. • Provide important results of the laboratory physical property testing and its indications of soil behavior. • Provide design infiltration rate per the King County Surface Water Design Manual (EPA Falling Head procedure) • Avoid detailed descriptions of the sequence of units found in individual borings; rather, focus on variations in the units across the site, if appropriate. Refer the reader to the exploration logs for details. • Describe any expected changes in subsurface conditions that may occur with time after the investigation. Geotechnical Report Guidelines Approved 04.24.04 2 GE TECHNICAL REPORT CONTENTS CITY OF TUKWILA 3.4 GROUNDWATER CONDITIONS • Describe the nature and occurrence of groundwater. • Provide an opinion on likely seasonal variations in groundwater levels or flows, and the possibility for changes from those encountered at the time of exploration. • Show groundwater levels on soil logs. 3.5 SUBSURFACE CONTAMINATION • Describe the nature and extent of soil and/or groundwater contamination as revealed by the explorations. Reference any applicable Environmental Assessments if performed. • Provide important results of the analytical laboratory testing and indications about contamination distribution and concentration. • Indicate limitations of knowledge on the nature and extent of contamination. • Discuss possible changes that may occur in these conditions over time. 4.0 DISCUSSION AND CONCLUSIONS The Discussion and Conclusions should set out major geotechnical issues and alternative for the project, along with the Geotechnical Engineer's conclusions, in a succinct and clear manner. This section shall clearly describe the logic and reasoning supporting the recommended approach, or alternative approaches. Specific recommendations shall be very limited in this section; they should be presented in a separate Recommendations section. Discussions and conclusions should: • Build on information described in the previous sections. • Describe project features, soils, and construction materials using consistent terminology. • Explain any apparent inconsistencies in the data or investigations. • Describe clearly any limitation or restrictions to the conclusions and recommendations. 4.1 SLOPE STABILITY • Summarize data and analysis used to evaluate slope stability. • Provide an opinion regarding the risk of instability on the site or adjacent properties currently, during construction, and after the project is completed. • Describe how design and construction recommendations will reduce or eliminate the risk of instability. • Discuss any construction or post - construction measures necessary to verify slope stability. 4.2 SEISMIC CONSIDERATIONS • Provide an opinion on the expected level of ground motion during a major earthquake. Geotechnical Report Guidelines Approved 04.24.04 3 Geotechnical Report Guidelines Approved 04.24.04 IlLEOTECHNICAL REPORT CONTENTS CITY OF TUKWILA • Describe any seismic risks associated with an earthquake such as liquefaction, lateral spreading, landslides, or flooding. • Describe how design and construction recommendations will reduce or eliminate the impact of seismic risks. 4.3 SITE WORK • Describe proposed site grading and earthwork and provide an opinion on the proper sequence and approach to accomplish the site work. • Describe key issues which will impact earthwork, including short-term slope stability, on -site and import fill materials, groundwater and drainage, rainfall and moisture sensitive soils, and erosion. • Describe how these key issues should be addressed during construction, including dewatering, temporary retaining structures, and erosion control. • Include specific recommendations for on -site erosion control based on soil erodability and the presence of groundwater, surface water, and slopes. • Include statements regarding the importance of construction monitoring by a geotechnical engineering firm. 4.4 RETAINING STRUCTURES • Recommend appropriate temporary retaining systems. • Recommend the most appropriate permanent retaining system or systems and describe their expected performance with respect to stability and deflection. • Summarize the data and analysis used to evaluate permanent retaining systems. • Clearly define all limitations on backfill materials, reinforcement, and drainage. For reinforced soil slopes and reinforced soil backfill. • Describe the limitations on describe the limitations on such systems. • Emphasize any aspects or site work, particularly with respect to native soil materials, backfill, and drainage, which could impact performance of the retaining structures. • Include statements regarding the importance of construction monitoring by a geotechnical engineering firm. 4.5 ROCKERIES • Emphasize that rockeries usually protect a slope face from erosion. Indicate which rockeries will protect the slope face by preventing soil erosion and sloughing. • Include the design criteria for rockeries that serve as retaining structures. Indicate which rockeries will function as retaining structures. • Recommend locations for rockeries such that a contractor can reach them for maintenance and repair. • Discuss what type of inspection and testing may be required during rock wall construction. 4 5.0 RECOMMENDATIONS Geotechnical Report Guidelines Approved 04.24.04 TECHNICAL REPORT CONTENTS CITY OF TUKWILA 4.6 FOUNDATION SUPPORT • Summarize the data and analysis used to evaluate foundation systems. • Provide an opinion on the most appropriate foundation system and alternatives, along with the expected level of performance with respect to load capacity and settlement. • Emphasize any aspects of site work that could impact the performance of foundations. • Includes statements regarding the importance of construction monitoring by a geotechnical engineering firm. The Recommendations should present all detailed geotechnical engineering recommendations for design and construction in a clear and logical sequence. For each item covered in the recommendations sections, present the following: • Specific design recommendations along with their limitations, factors of safety, minimum dimensions, and effect of expected variations in actual conditions. • Specific construction recommendations including definitions, materials, execution, monitoring testing, or other quality control measures, and any other construction requirements to support the design recommendations. • Responsibility for seeing that each recommendation is met, such as owner, geotechnical engineer, other design consultants, or contractor. The owner of the project holds the ultimate responsibility; however, all design parties have shared responsibility. Construction responsibilities are directly related to the contractor. 5.1 SITE GRADING AND EARTHWORK • Provide specific design recommendations for 1) depth of stripping, 2) soil excavation limits and slopes, 3) depth and lateral limits of over - excavation to remove unsuitable materials, 4) preload fills, 5) location and thickness of particular fill material or compaction requirements, 6) maximum temporary and permanent slopes, 7) permanent surface and subsurface drainage systems, and 8) permanent erosion controls. • Provide specific construction recommendations for 1) clearing, 2) on -site and/or import fill materials, 3) excavation and compaction equipment, 4) fill material moisture conditioning, placement, and compaction, 5) proof rolling, in -place density testing, and other quality control measures, 6) temporary seepage and drainage control measures, 7) permanent surface of subsurface drainage system installation (as appropriate), and 8) temporary slope protection and erosion control measures. • All design and construction methodologies should be specific and identifiable; no generalized or vague statements are acceptable. 5.2 TEMPORARY SHORING AND RETAINING WALLS • Provide specific design recommendations for 1) active and passive earth pressures, 2) surcharge pressures, 3) bearing capacity, 4) minimum or maximum dimensions and depth of 5 • GEOTECHNICAL REPORT CONTENTS CITY OF TUKWILA penetration, 5) lateral support, 6) wall or backfill drainage systems, and 7) any other appropriate structured details. • If appropriate, provide specific design recommendations for tie -back anchors including 1) anchor inclination, 2) no load zones, 3) minimum anchor length, 4) anchor bond zone, 5) anchor adhesions, and 6) corrosion protection. • Provide specific construction recommendations for 1) installation, 2) on -site and/or import backfill materials, 3) backfill material moisture conditioning, placement, and compaction, 4) in -place density testing or other control measures, and 5) seepage and drainage control. • If appropriate, provide construction recommendations for tie -back anchors including 1) anchor installation methods, 2) anchor testing, and 3) monitoring. 5.3 ROCKERIES • Provide recommendations as outlined in the Associated Rockery Contractors (ARC) Standard Rock Wall Construction Guidelines (December 1992). • The geotechnical engineer should provide direct input to the design of the rockeries and provide construction monitoring and testing as appropriate. Specific design parameters may include: Rock quality, density, frequency of testing, slopes, keyways, surcharges, drainage, rock sizes, face inclination, and surface drainage. 5.4 REINFORCED SOIL STRUCTURES • Geogrid or geotextile fabric may be used to reinforce a fill. Reinforcement results in a more stable slope and helps reduce the risk of significant long -term maintenance. If reinforced slopes are used, the geotechnical engineer should specify, at a minimum, the fill soil materials, vertical spacing of the reinforcement, the specific type of reinforcement and the distance to which it must extend into the fill, the amount of overlap at reinforcement joints, and the construction sequence. Additional design parameters will be required for each specific site. 5.5 STRUCTURE AND FOUNDATIONS • Provide seismic design recommendations for 1) Building Code soil type and Site Coefficients, and 2) any specific recommendations to reduce the risk of damage due to earthquakes. • Spread footing foundations — provide design recommendations for 1) bearing soils, 2) bearing capacity, 3) minimum footing depths and widths for both interior and exterior footings, 4) lateral load resistance, 5) foundation drainage systems, and 6) frost protection. • Mat foundations — provide design recommendations for 1) bearing soils, 2) bearing capacity, 3) modulus of subgrade reaction, 4) minimum dimensions, and 5) lateral load resistance. • Pile foundations — provide design recommendations for 1) type of pile, 2) means of support (end of friction), 3) minimum dimensions and depths, 4) allowable vertical and uplift capacity, 5) allowable lateral loads and deflections, and 6) group effects and minimum spacing. Geotechnical Report Guidelines Approved 04.24.04 6 Geotechnical Report Guidelines Approved 04.24.04 (OTECHNICAL REPORT CONTENTS CITY OF TUKWILA • Spread footing or mat foundations — provide construction recommendations for 1) foundation subgrade preparation and protection, 2) verification of bearing capacity, and 3) installation of foundation drainage system. • Pile foundations — provide construction recommendations for 1) pile driving equipment, 2) pile installation, 3) pile load tests or verification piles, and 4) monitoring and testing during pile installation. 5.6 FLOORS • Slab -on -Grade Floors — provide design recommendations for 1) slab base rock thickness, 2) capillary break, 3) vapor barrier, and 4) floor system drainage. • Supported Wood Floors — provide design recommendations for 1) vapor barrier and 2) crawl space drainage. • Slab -on -Grade Floors — provide construction recommendations for 1) subgrade preparation, 2) slab base rock placement and compaction, 3) capillary break and vapor barrier installation, and 4) floor drainage system installation (if appropriate). 5.7 PAVEMENTS • Provide design recommendations for 1) pavement design section, and 2) pavement drainage. • Provide construction recommendations for 1) pavement subgrade preparation and verification, and 2) pavement base and subbase materials, placement, and compaction. 5.8 UTILITIES • Provide construction recommendations for 1) utility excavation, 2) bedding material placement, and 3) backfill material, placement, and compaction. 5.9 DRAINAGE • Recommend provisions for subsurface drainage at walls, floors, and footings. • Evaluate permanent and temporary surface and subsurface drainage for both walls and floors if applicable. Provide approximate flow rates in gallons per minute and pipe sizes if required by design. • Provide design and recommendation for infiltration facilities, including setbacks from steep slopes per the King County Surface Water Design Manual, Chapter 5 5.10 HAZARDS • Present additional information if natural or man-made hazards exist on the property. The City's Sensitive Areas maps and the Comprehensive Surface Water Management Plan delineate hazards such as wetlands, streams and flood hazard, erosion, landslide, and coal mine. Recommendations should be general and further studies may be required. 7 6.0 FIGURES AND ILLUSTRATIONS Geotechnical Report Guidelines Approved 04.24.04 • GEOTECHNICAL REPORT CONTENTS CITY OF TUKWILA 1. VICINITY MAP Include a Vicinity or Location Map that presents adequate street and/or other physical references to allow clear identification of the project location. This map may be an individual figure or may be included on the Site Plan. 2. SITE PLAN Show the project boundaries, property lines, existing features and the proposed development and structures. A north arrow and scale should be included along with all subsurface exploration locations. The accuracy of exploration locations should be indicated on the Site Plan or in the report. 3. EXPLORATION LOGS Include logs of all explorations describing soil units encountered, soil classification, density or stiffness, moisture conditions, groundwater levels, stratigraphic sequence, common geologic unit name, and other descriptive information. 4. LABORATORY TEST DATA Include figures or tables of laboratory test results if presentation of all the data, in the text, would require more than a simple paragraph to supplement the data provided in the exploration logs. 5. CROSS SECTIONS Include cross sections to visually present all but the simplest subsurface conditions. 6. TYPICAL DETAILS Include figures, graphs, and other visual aids to clearly present detailed recommendations. Provide design details (stamped by a professional engineer) on drawings such as: rockeries, reinforced earth, interceptor trenches, wall and footing drains, utility backfill, and other details used for a particular design. 8 G TECHNICAL REPORT CONTENTS CITY OF TUKWILA STANDARDS FOR SLOPE STABILITY ANALYSES 1. STUDY REQUIREMENTS a) The geotechnical engineer should review and evaluate the stability of natural, temporary, and permanently constructed slopes on or adjacent to the property to be developed. Such review should, at a minimum, include: • Review of published geologic data referencing or including the site. • Review of previous studies of the site performed by geotechnical engineers. • Reconnaissance of the site for signs of slope instability. b) Where such review indicates that the proposed development would reduce slope stability, or that the natural slopes may have a factor of safety of less than 2.0 (static case) or 1.5 (seismic case), then the geotechnical engineer shall perform additional, more detailed review and evaluation of the stability of the slope. Such additional review and evaluation should, at a minimum, include: • Drilling and sampling of test borings to a depth necessary for the evaluation of slip surfaces with factors of safety lower than the above criteria, or to at least 15 feet or 10 percent of the slope height (whichever is less) beyond the most critical slip surface for the design. • Laboratory shear testing of soil samples which are representative of all significant zones or layers of soil and/or rock through which the potential slip surfaces pass. • Performing a limit equilibrium analyses or other approved analyses of all significant critical slip surfaces associated with the slope. Approved analyses may be conducted by a computer program if the methodology and assumptions are clearly delineated and the name, version number, and solution methodology of the program are clearly presented in the report. All analyses should include a cross section of the slope(s) and critical slip surfaces. c) Other analyses as required by the City. Geotechnical Report Guidelines Approved 04.24.04 9 2. DESIGN REQUIREMENTS •GEOTECHNICAL REPORT CONTENTS OF TUKWILA For a limit equilibrium analysis, design factors for safety of slopes will be no less than the following: The analysis should consider the impacts of groundwater in the modeling of soil strength and density parameters, and in other ways considered appropriate by the engineer. A conservative wet season analysis should be used for permanent slopes and those temporary slopes which will be constructed anytime between October 1 and May 31. Alternative analyses may be proposed by the geotechnical engineer and accepted by the City, if they are based upon accepted and published methodologies which evaluate static and dynamic loading cases, and the consequences of the type of slope failure under consideration. Other design requirements remain the same. Permanent slopes termed "Low Threat Upon Failure" are those slopes whose failure will not impact buildings or other structures uninhabited by humans. 2 Permanent slopes termed "High Threat Upon Failure" are those slopes whose failure will impact or have a reasonable engineering probability or impacting buildings or other structures inhabited by humans. Geotechnical Report Guidelines Approved 04.24.04 10 Temporary Slope Permanent Slope Low Threat Upon Failure i High Threat Upon Failure 2 Static 1.25 1.40 1.50 Seismic (dynamic) 1.05 1.10 1.15 2. DESIGN REQUIREMENTS •GEOTECHNICAL REPORT CONTENTS OF TUKWILA For a limit equilibrium analysis, design factors for safety of slopes will be no less than the following: The analysis should consider the impacts of groundwater in the modeling of soil strength and density parameters, and in other ways considered appropriate by the engineer. A conservative wet season analysis should be used for permanent slopes and those temporary slopes which will be constructed anytime between October 1 and May 31. Alternative analyses may be proposed by the geotechnical engineer and accepted by the City, if they are based upon accepted and published methodologies which evaluate static and dynamic loading cases, and the consequences of the type of slope failure under consideration. Other design requirements remain the same. Permanent slopes termed "Low Threat Upon Failure" are those slopes whose failure will not impact buildings or other structures uninhabited by humans. 2 Permanent slopes termed "High Threat Upon Failure" are those slopes whose failure will impact or have a reasonable engineering probability or impacting buildings or other structures inhabited by humans. Geotechnical Report Guidelines Approved 04.24.04 10 Dan Rowley 16720 SE 271 St., Suite 203 Covington, WA 98042 RE: Gully Short Plat —L06 -013 February 16, 2006 Dear Mr. Rowley: Your application for a short plat located at S. 130 St. and 42 Avenue S. , Tukwila, WA has been found to be complete on February 16, 2006 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if we believe that such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will contact you after other City Departments have reviewed this project. If you wish to get in touch with me sooner, please call me at (206) 431 -3683 or via e -mail at rfox(Zlci.tukwila.wa.us Sincerely, Rebecca Fox Senior Planner City of Tukwila Department of Community Development Steve Lancaster, Director Rf Page I of I Q: \Gully Short Plat L06 -0 13 \Gully completeness letter 2- 16- 06.doc Steven M. Mullet, Mayor 02/16/2006 2:32:00 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CIT � �D KW/LA MAY 0 3 zoos PERMIT GEOTECHNICAL ENGINEERING STUDY PROPOSED GULLY SHORT PLAT SOUTH 130TH STREET AND MACADAM ROAD SOUTH TUKWILA, WASHINGTON April 28, 2006 Project No. E -12430 Prepared For Mr. Dan Rowley 16720 Southeast 271st Street Suite 203 Covington, Washington 98042 Earth Consultants, Inc. A Bureau Veritas Company 1805 136th Place N.E. Suite 201 Bellevue, WA 98005 (425) 643 -3780 Toll Free (888) 739 -6670 Mr. Dan Rowley 16720 Southeast 271st Street, Suite 203 Covington, Washington 98042 Project No. E -12430 Dear Mr. Rowley: Respectfully submitted, EARTH CONSULTANTS, INC. Steven T. Swenson Senior Staff Geologist STS /KMWHap Earth Consultants, Inc. A Bureau Verrtas Company 1805 136th Place, N.E., Suite 201 Bellevue, WA 98005 B`U" R .E'A U April 28, 2006 �xV , !I TA'is Earth Consultants, Inc. Geotechnical Services Department Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Proposed Gully Short Plat, South 130th Street and Macadam Road South, 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 April 10, 2005, proposal. We appreciate this opportunity to be of service to you. If you have any questions, or if we can be of further assistance, please call. 02,-07 Kristina M. Weller, PE Manager of Geotechnical Services Main: (425) 643 -3780 Fax: (425) 746 -0860 TABLE OF CONTENTS E -12430 PAGE INTRODUCTION 1 General 1 Project Description 1 Scope of Services 2 SITE CONDITIONS 3 Surface 3 Subsurface 3 Groundwater 4 Laboratory Testing 4 CRITICAL AREAS CONSIDERATIONS 4 DISCUSSION AND RECOMMENDATIONS 5 General 5 Site Preparation and General Earthwork 5 Stripping 5 Structural Fill 6 Foundations 6 Slab -on -Grade Floors 7 Retaining Walls 7 Rockery Recommendations 8 Seismic Design Considerations 9 Ground Rupture 9 Liquefaction 9 Ground Motion Response 10 Excavations and Slopes 10 Site Drainage 11 Utility Support and Backfill 11 LIMITATIONS 12 Additional Services 12 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 APPENDICES Appendix A Plate Al Plates A2 through A4 Appendix B Plate B1 TABLE OF CONTENTS, Continued E -12430 Vicinity Map Test Pit Location Plan Typical Footing Subdrain Detail Field Exploration Legend Test Pit Logs Laboratory Test Results Particle Size Distribution Report General GEOTECHNICAL ENGINEERING STUDY PROPOSED GULLY SHORT PLAT SOUTH 130TH STREET AND MACADAM ROAD SOUTH TUKWILA, WASHINGTON E -12430 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed two -lot short plat to be constructed at the southwest corner of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington. The general location of the site is shown on the "Vicinity Map," Plate 1. The purpose of this study was to explore the subsurface conditions within the site and, based on the conditions encountered, to provide geotechnical engineering recommendations for redeveloping the site with two, new, single - family residence lots. Project Description We understand that it is planned to subdivide and develop the approximately 0.36 -acre, rectangular- shaped lot located southwest of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington with a two -lot short plat. We understand access to the northern lot will be off of South 130th Street, and access to the southern lot will be off of Macadam Road South. 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 perimeter wall loads will be on the order of 2 to 4 kips per lineal foot with column loads in the range of 20 to 40 kips. Slab -on -grade floor loads will likely be approximately 150 pounds per square foot (psf). Review of a preliminary site plan provided by the project civil engineer indicates a combination of cuts and fills are planned in order to establish construction subgrade elevations within the footprints of the residences. Based on topographic data and finished floor elevations provided on the site plan, we estimate cuts and fills necessary to establish construction subgrade elevations would generally be in the range of 3 to 6 feet, with cuts of up to 9 feet planned within the garage portion of the southern residence. Earth Consultants, Inc. Page 1 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Surface SITE CONDITIONS E -12430 April 28, 2006 The subject site consists of an approximately 0.36 -acre, rectangular- shaped lot located southwest of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington. From this intersection, the site extends approximately 120 to the west and 150 feet to the south. The subject site is bordered to the north by South 130th Street, to the south and west by single - family residence lots, and to the east by Macadam Road South. The site is currently occupied by a shed and an old foundation that will be removed prior to redevelopment. Based on review of topographic information presented on the site plan, site topography primarily consists of an east - facing slope that descends from the western site limits toward Macadam Road South at gradients up to approximately 15 percent. At the time of our field exploration, the site was primarily vegetated with grass and miscellaneous brush and localized, small- to medium- diameter maple, cherry, and cedar trees. We understand that the mature sequoia growing in the northeastern portion of the site will be incorporated into the proposed development. Subsurface Subsurface conditions at the site were evaluated by excavating three test pits at the approximate locations shown on Plate 2. The test pits were excavated to a maximum exploration depth of 12 feet below existing grade. The test pit logs are included as Plates A2 through A4. Please refer to the test pit logs for a detailed description of the conditions encountered at each test pit location. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At each of the test pit locations, an approximately 5- to 6- inch -thick surficial layer of topsoil and vegetation was encountered. The topsoil and vegetative layer was characterized by its dark brown color and the presence of abundant roots and organic debris. Underlying the topsoil and vegetation layer at each of the test pits, sandy silt (Unified Soil Classification ML) and silty sand with gravel (SM) were encountered to the maximum depth explored. The upper 2.5 to 4.5 feet of the site soils were typically in a loose to medium dense condition and the underlying soils were generally medium dense. Earth Consultants, Inc. Page 3 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley We understand rockeries up to 3.5 feet high are planned in the northern lot adjacent to proposed cuts to establish driveway subgrade elevations and to establish relatively level yard areas. At the time our study was performed, the site, proposed lots, and our exploratory locations were approximately as shown on the "Test Pit Location Plan," Plate 2. If the above design criteria are incorrect or change, ECI should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design to verify our recommendations have been properly interpreted and incorporated into the design and project specifications. Scope of Services E -12430 April 28, 2006 We performed this study in general accordance with the scope of services outlined in our April 10, 2006, proposal. On this basis, our study addresses the following: • Evaluation of general subsurface conditions and description of types, distribution, and engineering characteristics of subsurface materials • Evaluation of general groundwater conditions and potential impact on design and construction • General recommendations for earthwork, including site preparation, excavation, site drainage, and the placement of structural fill • Determination of the seismic design parameters • Evaluation of project feasibility and suitability of on -site soils for foundation and fill support • Recommendations for suitable foundation systems and provision of allowable soil bearing capacities, associated settlement estimates, and lateral pressures and resistances • Recommendations for design of retaining walls, including active and restrained lateral earth pressures, passive and frictional resistance, and applicable surcharge loads • Recommendations for subgrade preparation for floor slab and slab -on -grade support • Recommendations for utility trench excavation and backfill • Recommendations for temporary and permanent slopes Earth Consultants, Inc. Page 2 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Groundwater E -12430 April 28, 2006 No groundwater seepage was observed at the time of our subsurface exploration in April 2006. However, an increase in moisture was typically observed within the upper, loose to medium dense soil at depths ranging from 3 and 4 feet below existing grade. The increase in moisture is likely resulting from perched groundwater collecting above the contact with the underlying medium dense soil. In addition, iron oxide staining was typically observed in the upper 5 feet of each test pit. The contractor should be aware that groundwater levels should not be considered static. Groundwater levels may fluctuate significantly depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the groundwater level is higher and seepage rates are greater in the wetter, winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided at the appropriate sample depth on the test pit logs and on a separate data sheet contained in Appendix B. It is important to note that these test results may not represent the overall in -situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Terms and Conditions, the soil samples for this project will be discarded upon completion of this report, unless other arrangements were previously made. CRITICAL AREAS CONSIDERATIONS Chapter 18.45.120 of the Tukwila Municipal Code (TMC) identifies areas of potential geologic instability within the City of Tukwila. Based on the results of our study and our review of the TMC, it is our opinion that the subject site would be designated as a Class 1 area of potential geologic instability. Class 1 areas are defined by the TMC as areas where the landslide potential is low and slope gradients are less than 15 percent. The presence of medium dense soil within 2.5 to 4.5 feet of existing site grades and review of topographic information provided on the preliminary site plan are the primary bases for our Class 1 designation. Earth Consultants, Inc. Page 4 A Bureau Veritas Comnanv GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley General DISCUSSION AND RECOMMENDATIONS E -12430 April 28, 2006 Based on the results of our study, it is our opinion that redevelopment of the subject site with a two -lot short plat is feasible from a geotechnical engineering standpoint provided the recommendations contained in this report are incorporated into the project design. Support for the proposed residences may be provided using conventional spread and continuous footing foundation systems bearing on competent native soil, native soil compacted in place to the requirements of structural fill, or newly placed structural fill. Slab -on -grade floors should be similarly supported. Competent native soils suitable for foundation support were typically encountered between 2.5 and 4.5 feet below existing grade at the exploration locations. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing under similar conditions in this area. This report is for the exclusive use of Mr. Dan Rowley and his representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork Based on review of a preliminary site plan provided by the project civil engineer, we anticipate site earthwork will consist of grading the Tots, backfilling foundation walls, and preparing slab -on -grade floor subgrades. Stripping The proposed improvement areas should be stripped and cleared of existing structures, foundations, surface vegetation, organic matter, and other deleterious material. Based on the thickness of the topsoil and vegetation cover encountered at the exploration locations, we estimate a stripping depth of approximately 5 to 6 inches will be necessary. The actual stripping depth should be based on field observation of an ECI representative at the time of construction. In no case should the stripped or grubbed materials be used as structural fill nor should they be mixed with material to be used as structural fill. The stripped materials may be "wasted" on site in non - structural landscaping areas, or they should be exported. Existing underground utilities to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and instability problems. Earth Consultants, Inc. Page 5 A Bureau Veritas Company ' Earth Consultants, Inc. Page 6 A Bureau Veritas Company ' Earth Consultants, Inc. Page 7 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley E -12430 April 28, 2006 Retaining walls should be designed to resist the lateral loads imposed by the retained soils and applicable surcharge loads. Walls that are designed to yield should be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of 35 pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to 50 pcf. These values are based on horizontal backfill conditions and should be increased to 50 pcf and 65 pcf for 2H:1V (Horizontal:Vertical) backfill slopes, respectively. Surcharges due to hydrostatic pressures, traffic, structural loads, or other surcharge loads are assumed to not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressures. The passive pressure, allowable bearing capacity, and friction coefficient recommendations previously provided in the "Foundations" section of this report are applicable to retaining wall design. To reduce the potential for build up of hydrostatic pressures behind retaining walls, the walls should be backfilled with a free - draining material that extends at least 18 inches behind the wall. The free - draining backfill should consist of pea gravel or washed rock. The remainder of the backfill should consist of structural fill. A rigid, 4- inch - diameter, schedule 40 PVC or SDR 35, perforated drain pipe should be placed at the base of the wall and should be surrounded by a minimum of 1 cubic foot per lineal foot with 1 -inch washed rock. The pipe should be placed with the perforations down. Rockery Recommendations Based on review of the preliminary site plan, rockeries up to 3.5 feet tall are planned in the northern lot. A rockery is not intended to function as a retaining wall and is not designed to resist lateral earth pressures. Rockery construction is largely a craft that is not entirely controllable by engineering methods. As such, it is imperative that if rockeries are constructed as part of the development, they are completed in close conformance with the Association of Rockery Contractors (ARC) Standard Rockery Construction Guidelines and constructed by an experienced contractor with a proven ability in rockery construction. The sizing and placement of the rocks, drainage measures, and other details of construction should be in conformance with the ARC guidelines. Fill rockeries greater than 4 feet in height will need to be designed using reinforced backfill. Specific recommendations for fill rockeries greater than 4 feet in height can be provided if necessary. The base course of rock should be keyed at least 1 foot into competent native soils or structural fill. If loose soils are encountered at the base course subgrade, the loose soils should be overexcavated and replaced with structural fill. All of the rocks should be placed with the longest dimension perpendicular to the wall alignment. The face of the rockeries should be inclined no steeper than 1 H:6V. Earth Consultants, Inc. Page 8 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley E -12430 April 28, 2006 The rocks comprising the rockeries should consist of hard, igneous or metamorphic rock conforming to the ARC guidelines. Drainage behind the rockeries should consist of a minimum of an 18- inch -wide layer of drain rock with a 4- inch - diameter, rigid, perforated, schedule 40 PVC or SDR 35, drainline collector pipe placed along the base of the rockery. A flexible or corrugated collector pipe should not be used. Seismic Design Considerations Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area and the 2001, 6.8 magnitude earthquake in the Nisqually area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction and, ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain -to- grain contact and in 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. In our opinion, the potential for liquefaction- induced settlements at the site during a strong seismic event is negligible. The absence of a shallow groundwater table and the medium dense to dense condition of the site soils at depth are the primary bases for this conclusion. Earth Consultants, Inc. Page 9 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Ground Motion Response Excavations and Slopes E -12430 April 28, 2006 The 2003 International Building Code (IBC) regulations contain a static force procedure and a dynamic force procedure for design -base shear calculations. Based on the encountered soil conditions, it is our opinion Site Class D, "Stiff Soil Profile," as defined in Table 1615.1.1 of the IBC, should be used to characterize the site soils. 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. The inclination of temporary slopes is dependent on several variables including: the height of the cut; the soil type and density; the presence of groundwater seepage; construction timing; weather conditions; and surcharge Toads from adjacent structures, roads, and equipment. Because of the many variables involved, the inclination of temporary excavation slopes should be further evaluated during construction as the actual soil and groundwater conditions become more apparent. 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 the test pits, the upper 2.5 to 4.5 feet of loose to medium dense silty sand and sandy silt would be classified at Type C by OSHA/WISHA. Temporary cuts greater than 4 feet in height in Type C soils should be sloped to a maximum inclination of 1.5H:1V. The underlying medium dense soil 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 1H:1V. If groundwater seepage is encountered in site excavations, the soil should be considered a Type C and should be sloped at a maximum inclination of 1.5H:1V. ECI should observe temporary excavations during construction to verify the OSHA/WISHA Soil Type. 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. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Earth Consultants, Inc. Page 10 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Site Drainage E -12430 April 28, 2006 At the time of our subsurface exploration in April 2006, no groundwater seepage was encountered at the test pit locations. However, if groundwater seepage is encountered in site excavations, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge point. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. If needed, the appropriate locations of subsurface drains should be established during grading operations by an ECI representative, at which time seepage areas, if present, may be more clearly defined. During construction, water must not be allowed to stand in areas where residences, slabs, or pavements are to be constructed. Loose soil surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration. Final site grades must allow for drainage away from the residence foundations. Final site grades around the residences should be sloped at a gradient of 3 percent for a distance of at least 10 feet. Footing drains should be installed around the perimeter of the residences, at or just below the invert of the footings, with a gradient sufficient to initiate flow as shown on the `Typical Footing Subdrain 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 an appropriate discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Infiltration testing was not conducted as part of this study. However, based on the results of our subsurface exploration, on site infiltration of stormwater would not be feasible. The relatively high fines content of the site soils is the primary basis for this conclusion. Utility Support and Backfill Based on the soil conditions encountered at our exploration locations, the soils expected to be exposed by utility excavations should provide adequate support for utilities. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line is adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to approximately 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than 12 inches. Each lift should be adequately compacted prior to placing a subsequent lift. Earth Consultants, Inc. Page 11 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Additional Services LIMITATIONS E -12430 April 28, 2006 Our recommendations and conclusions are based on the observed site conditions, selective laboratory testing, engineering analyses, the preliminary 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 test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of site soil variations 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 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 engineering services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. Page 12 A Bureau Veritas Company .t° v t 4 4 -t Earth Consultants, Inc. A Bureau TVeritas Company BUREAU Mania VICINITY MAP GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 12430 CHKD. STS DATE 4/18/06 PLATE 1 51B. .t S i5e � ; 1 • 4 $ 1''RTH 1 s .s.. TN SPR)A5S PAN . 5 T 111/1.4 •''! 3 . • STVIIN F. ; ,� «. A PANA :$ I1•?•P� r•' V.4I ,•. 41 'rN ✓ Si : [_ I e' ' ' Ot. :' • t lNx� • —maim s f; ,,t 1 IR .�a N . ; \4 ‘ : " k ) UNGa l ON . • - .. . RIPARIAN FOIES1 ••.? to . %,■.'i ' i K 11 rICATIO N '. 4: , \E NTON ;\ y ,• . • :, o i, PKWY 11 1 fe. " RAAIR RI Vt) M4,1 PO S1 RANDER r BLVD 1 • A` .63 3 1 l8l! 1.:reu... s• � t4j �r • I Reference: King County Maps 655 By Thomas Brothers Dated 2006 NORTH � �; = Earth `" A Bureau Consultants, Inc. Veritas Company BUREAU TEST PIT LOCATION PLAN GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 12430 CHKD. STS DATE 4/18/06 PLATE 2 ; ■ �!�i1;iii/ .rit BW •.5 `B 45.1\ TW=62. W=6 LEGEND NORTH 0 30 SCALE IN FEET N 89'1 TP -1 Approximate location of ECI test pit, Proj. No. E- 12430, April 2006 REFERENCE: BASE MAP PROVIDED BY CLIENT. 59'W 129.46 Existing House PROPOSED RETAINING WALL #13017 DESIGN BY OTHERS. • - , Earth A Consultants, Inc. Bureau Veritas Company TYPICAL FOOTING SUBDRAIN DETAIL GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 12430 CHKD. STS DATE 4/18/06 PLATE 3 �alr: ketkiAtcerd i� lrr. 0 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 12 INCH MIN. 2 INCH MIN. 1 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING IMPORTANT INFORMATION ABOUT 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 dient 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 client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client 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. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. lb help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are induded in geotechnical engineering reports. These logs should not under any circumstances be redrawn for indusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all - too - frequent result. lb minimize the likelihood of boring log misinterpreta- tion, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use Those who do not provide such access may proceed un- der the mistaken impression that simply disdaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far Tess exact than other design disciplines. This situation has resulted in wholly unwarranted daims being lodged against geotechnical consultants. 'lb help prevent this problem, geotechnical engineers have developed model dauses for use in writ- ten transmittals. These are not exculpatory dauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive dauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive dauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them dosely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by THE ASS OCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road /Suite G106/Silver Spring, Maryland 20910/(301) 565 -2733 0788/3M APPENDIX A FIELD EXPLORATION E -12430 Our field exploration was performed on April 19, 2006. Subsurface conditions at the site were explored by excavating three test pits to a maximum exploration depth of 12 feet below existing grade. The test pits were excavated by Aikins' Excavating using a rubber - tired backhoe. The approximate test pit locations were estimated by pacing from site features depicted on a preliminary site plan provided by the project civil engineer. The test pit elevations are based on topographic data presented on the site plan. The location and elevation of the test pits should be considered accurate only to the degree implied by the method used. The approximate locations of the test pits are shown on Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered, observed groundwater levels, maintained Togs of the test pits, obtained representative samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System that is presented on the "Legend ", Plate Al. Logs of the test pits are presented on Plates A2 through A4. The final Togs represent our interpretation of the field Togs and the results of laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were collected and returned to our laboratory for further examination and testing. 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 Oa o o o° o O ° � o o o *• *• *• Q GW Well- graded gravels, gravel -sand mixtures, little or no fines • 1 •10. I • 1 S 11111 VI lib 1111 .. lit GP 9P Poorly- graded gravels, gravel -sand mixtures, little or no fines Gravels with fines (appreciable amount of fines) lb + • • = • • = GM gm S gravels, gravel-sand-silt mixtures GC gc Clayey gravels, gravel- sand -clay mixtures Sand and sandy soils More than 50% coarse fraction passing No. 4 Sieve Clean sand (little or no fines) 0.. o^ e SW sw Well- graded sands, gravelly sands, little or no fines « « o ..,.:0 : . ° °« :4°.°;.°4i•.;! SP S P Poorly- graded sands, gravelly sands, little or no fines Sands with fines (appreciable amount of fines) SM sm Silty sands, sand -silt mixtures SC sc 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 Inorganic silts and very fine sands, rock flour, silty- clayey fine sands, clayey silts with slight plasticity � /( CL cI Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays mill mill OL of Organic silts and organic silty clays of low plasticity Silts Liquid limit and clays greater than 50 MH mh Inorganic silts, micaceous or diatomaceous fine sand or silty soils i CH ch Inorganic clays of high plasticity, fat clays / ��/ / / ��/ � , OH oh Organic clays of medium to high plasticity, organic silts Highly organic soils ' '`I( 11=e ,1 IL, PT pt Peat, humus, swamp soils with high organic contents Topsoil W W W W J Humus and duff layer Fill •� •• • • Highly variable constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED SAMPLE NOT RECOVERED pcf DRY DENSITY, Ib. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX 2" O.D. SPLIT SPOON SAMPLER 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consultants, Inc. A Bureau Veritas Company LEGEND - Al Project Name: Gully Short Plat Sheet of 1 1 Job No. 12430 Logged by: STS Date: 4/19/06 Test Pit No.: TP -1 Excavation Contractor: Aikins' Approx. Ground Surface Elevation: 62' Notes: General Notes W ( %) Graphic Symbol Depth Ft. Sample USCS Symbol Surface Conditions: Depth of topsoil and duff 5" 20.7 23.0 17.3 2 4 5 s 7 8 9 10 11 12 ML Brown sandy SILT, loose to medium dense, moist - occasional organics - becomes light brown and wet; iron oxide staining - becomes medium dense - occasional boulders SM Brown silty SAND with gravel, medium dense, moist -iron oxide staining - contains lenses of silt — Test pit terminated at 12' below existing grade. No groundwater encountered during excavation. Test pits excavated by Aikins' Excavating using a rubber -tired backhoe. Test pit elevations based on topographic information provided on a preliminary site plan. n: Earth Consultants, Inc. A Bureau verims Corririny Test Pit Log Gully Short Plat Tukwila, Washington Proj. No. 12430 Dwn. DNM I Date 4/21/06 Checked STS I Date 4/21/06 Plate A2 U) 1 a 1- Test Pit Log S con depicted represent our o 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: Gully Short Plat Sheet of 1 1 Job No. 12430 Logged by: STS Date: 4/19/06 Test Pit No.: TP -2 Excavation Contractor: Aikin Approx. Ground Surface Elevation: 55' Notes: General Notes W (%) Graphic Symbol aldweS 'Id yndao USCS Symbol Surface Conditions: Depth of topsoil and duff 5" 17.4 17.9 2 4 5 s 7 8 9 10 11 SM Brown silty SAND with gravel, loose to medium dense, moist -28.7% fines - becomes light gray and wet - becomes medium dense -iron oxide staining - contains angular weathered granite and andesite cobbles 1 - Test pit terminated at 11' below existing grade. No groundwater encountered during excavation. Earth Consultants, Inc. pi A Bureau Veriras Corrixtny Test Pit Log Gully Short Plat Tukwila, Washington Proj. No. 12430 I Dwn. DNM I Date 4/21/06 Checked STS Date 4/21/06 I Plate A3 0 d 1- 0 0 0 W a c� 0 0 f- m Test Pit Log Subsurface conditions depicted represent our o at the time and location of this exploratory hole, modified by enginee ing tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: Gully Short Plat Sheet of 1 1 Job No. 12430 _ Logged by: STS Date: 4/19/06_ Test Pit No.: TP -3 Excavation Contractor: Aikin Approx. Ground Surface Elevation: 54' Notes: General Notes W ( %) Graphic Symbol Depth Ft. Sample USCS Symbol ' Surface Conditions: Depth of topsoil and duff 6" 18.2 9.6 2 3 4 5 6 7 $ 9 10 11 SM Light brown silty SAND with gravel, loose to medium dense, moist -iron oxide staining; occasional boulders - becomes medium dense - contains lenses of wet, relatively clean sand -- SM Brown silty SAND with gravel, medium dense, moist (Weathered Glacial Till) _ -- Test pit terminated at 11.5' below existing grade. No groundwater encountered during excavation. " ' � Earth Consultants, Inc. mimuni A Baru Veritas Conpiny Test Pit Log Gully Short Plat Tukwila, Washington Proj. No. 12430 Dwn. DNM I Date 4/21/06 Checked STS Date 4/21/06 Plate A4 0 0 W 0. 0 0 0 1- a co 1- Test Pit Log S u b surface conditions epic ted represent our observations at the time and location of this exploratory hole, modified by enginee ing tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. APPENDIX B LABORATORY TEST RESULTS E -12430 �o M Particle A C' Size Distribution Report u U ii a 11 Z u v 100 90 80 70 1L' W 60 li Z 50 0 CL W 40 0_ 30 20 10 0 • • • • 200 100 10 0.1 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND °A, SILT 1 % CLAY USCS AASHTO PL LL o 30.7 40.6 28.7 SM NA NA SIEVE inches size PERCENT FINER SIEVE number 5128 PERCENT FINER SOIL DESCRIPTION o o o TP2:3' Brown silty Sand with gravel Moisture:17.4% 2 1.5 3/4 3/8 100.0 100.0 85.9 77.6 #4 #8 #16 #30 #50 #100 #200 69.3 65.0 59.9 55.3 47.2 35.8 28.7 /< GRAIN SIZE REMARKS: 0 60 0 30 010 1.20 0.0875 0 Sampled by:STS on 4/19/06 Tested by:TBD on 4/20/06 Reviewed ii...._ COEFFICIENTS C Cu o Source: Sample No.: TP2 Elev. /Depth: 3' EARTH CONSULTANTS INC Client: Dan Rowley Project: Gully Short Plat, Tukwila ProjectNo.: E -12430 Plate B1 6 Copies to: DISTRIBUTION E -12430 Mr. Dan Rowley c/o Mr. Rich Rowley 1001 North Tacoma Avenue Tacoma, Washington 98042 61 Schweikl & Associates, pik ,r Civil Engineering, Project Management, & Consulting SMALL SITE RESIDENTIAL DRAINAGE PLAN FOR THE GULLY SHORT PLAT DECEMBER 2005 PREPARED FOR: DAN ROWLEY 16720 SE 271 STREET, SUITE 203 COVINGTON, WA 98402 PREPARED BY: BRANT A. SCHWEIKL, P.E. SCHWEIKL AND ASSOCIATES, PLLC. 1945 SOUTH 375 STREET FEDERAL WAY, WA 98003 (253) 815 -1700 1EXPfl ES: 0920.6Lv PROJECT DESCRIPTION: The Gully Short Plat is an existing 15,239 sf, Low Density District zoned single family residential parcel located in the City of Tukwila at the southwest quadrant of the intersection of S. 130 Street & 42 " Avenue South. The existing parcel is presently a vegetated vacant parcel. The site generally slopes from the west to the east, except for the slope that is adjacent to the south side of the S. 130 Street which slopes toward the north and the south edge of the pavement. The parcel has several large diameter evergreen and deciduous trees mainly located in the northwest quadrant of the parcel. The dominate tree located on the existing parcel is a 66"0 redwood tree located in the eastern third of proposed Lot 1. The project will place an emphasis on retaining and protecting the tree and the area around the tree, and therefore the livelihood and survival of the significant tree. There is an existing cement concrete retaining wall located at the south east corner of Lot 2 that is a remaining portion of the former garage associated with a circa 1930's single- family residences that once presided upon the property. The project proposes incorporate the existing concrete wall into the proposed southerly retaining wall for the driveway of Lot 2. Lot 1 and Lot 2 proposed to access the public right -of -way at S. 130 Street and 42 " Avenue South, respectively. The project proposes to install 3827 sf new impervious surface for the proposed residential structures on Lot 1 & 2, and a combined impervious area of driveway and other hardscape features amounting to 1801 sf. The total impervious area of 5,628 sf is below the 10,000 sf threshold level for full drainage review and is not subject to flow control requirements. The project also proposes only 926 sf of onsite impervious area subject to vehicular traffic which is less than the 5000 sf threshold limit, above which the site would have been required to provide water quality treatment for those areas subject to vehicular traffic. The stormwater runoff from each of the residential structures will be collected via the gutter systems and conveyed to a perforated pipe connection trenches, Section C.2.11 2005 King County Surface Water Design Manual (KCSWDM) and Figure C2.11.A. Soil conditions within the project are not conducive to allow the use of a full individual full infiltration of the roof water and other Small Project Drainage Flow Control BMP's do not conform to the required dispersion and sheet flow length criteria of the manual. The zoning of the existing lots allows small lot development which that was not considered appropriately when Appendix C, of the 2005 KCSWDM was drafted by King County. The corresponding result is that a vast majority of the currently developing properties are zoned appropriately to conform to the Growth Management Act, but are limited to the perforated pipe connection Flow Control BMP where non - infiltrating soils exist. Therefore we are proposing the use of perforated pipe connections and discharge of both Lot 1 & Lot 2 system to the westerly roadside ditch of 42" Avenue South. The proposed driveways are fairly short in length and their small impervious areas will sheet flow to the public ROW and be conveyed to the existing public storm drainage conveyance systems. Erosion control facilities will include a temporary rock construction and siltation fence around the north, east and a portion of the southern lot boundaries of the project where the predominance of the construction will occur. The project also proposes to install catch basin sediment protection for the existing Type 1 CB that is at the intersection of South 130 Street & 42 " Avenue South. All areas of disturbed earth shall be mulched to over areas that are not being worked. In summary the project falls beneath both the threshold levels for Flow Control and Water Quality Treatment and will be providing Small Project Flow Control BMP criteria by the only available option, Perforated Pipe Connection in accordance with Appendix C, 2005 King County Stormwater Design Manual (KVSWDM). The Talon Group ESCROW AND TITLE SERVICES op-iteti Tim Daniels, Vice President TITLE UNIT 1 Tim Daniels tdanielsOtalonnw.com Please send all recording packages to: The Talon Group 2345 Eastlake Ave E, Ste 301 Seattle, WA 98102 To: RE /MAX - Realty - South 16720 SE 271st St Ste 203 Covington, WA 98042 Re: Property Address: To Be Determined, , WA Buyer: R House Construction, Inc. Seller /Owner: Paul Gully and Betty Gully COMMITMENT FOR TITLE INSURANCE Second Commitment Issued by First American Title Insurance Company, through its Division, The Talon Group IMPORTANT NOTICE The Talon Group a Division of First American Tide Insurance Co. 11400 SE 8th St, Ste 250 Bellevue, WA 98004 Phn (425) 635-2100 (800) 497-0123 Fax (425) 635 -2101 (800) 497-4750 File No.: 561701 Your Ref No.: R - House Construction /Gully Per House Bill 1240, effective July 1st, 2005, a nontaxable excise affidavit processing fee will increase to $10; taxable transactions will require $5 in addition to the tax payment. Per House Bills 1386 and 2163, effective August 1st, 2005, the recording fee for a typical document will be $32 for the first page, with the exception of Deeds of Trust being $33 for the first page. The recording fee for exempt documents has increased to $12 (for example; Assignments, Appointment of Successor Trustee). Please keep in mind there is a $1 per document return postage fee for documents recorded in King and Snohomish counties. In Pierce County there is a $2 per document return postage fee. RECEIVED FEB 0 7 2006 COMMUNITY DEVELOPMENT The Talon Group a Division of First American Title Insurance Co. Title Inquiries should be directed to: Title Unit 1 at (425)635 -2100 - (800)497 -0123 SCHEDULE A 1. Effective Date: December 27, 2005 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX Standard Resale Rate ALTA 1992 Standard Policy $ 160,000.00 $ 760.00 $ 66.88 Proposed Insured: R House Construction, Inc., a Washington Corporation, a Washington Corporation Simultaneous Issue Extended Mortgagee Proposed Insured: To Follow $ To Follow $ $ 3. (A) The estate or interest in the land described in this Commitment is: A fee simple. (B) Title to said estate or interest at the date hereof is vested in: Paul M. Gully and Betty 3. Gully, husband and wife 4. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto Commitment No.: 561701 Form No. 1068 -2 Page 2 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. Real property in the County of King, State of Washington, described as follows: Beginning at a point 180.6 feet South and 237.63 feet East of the Northwest corner of Lot 56, Riverside Interurban Tracts, according to the Plat thereof recorded in Volume 10 of Plats, Page 74, Records of King County, Washington; Running thence North 95 feet to the true point of beginning; thence East to the East line of said tract; thence Northerly along said East line of said tract; thence Northerly along said East line to the Northeast comer of said tract; thence Westerly along the Northerly line of said tract to a point due North of the true point of beginning; thence South to the true point of beginning. Situate in the County of King, State of Washington. Tax Parcel Number: 734060 - 0843 -02 Exhibit "A" Commitment No.: 561701 Form No. 1068 -2 Page 3 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. SCHEDULE B SECTION I Commitment No.: 561701 GENERAL EXCEPTIONS Any Policy we issue will have the following exceptions unless they are taken care of to our satisfaction. 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (A) Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. Schedule B General Exceptions will be eliminated from any A.L.T.A. Extended Coverage Policy, A.L.T.A. Extended Coverage Policy, A.L.T.A. Plain Language Policy and Policies with EAGLE protection added. However, the same or similar exceptions may be made in Schedule B of those Policies in conformity with Schedule B Special Exceptions of this Commitment. End of Schedule B Section I Form No. 1068 -2 Page 4 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. SCHEDULE B SECTION II SPECIAL EXCEPTIONS Commitment No.: 561701 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are set forth in Exhibit A attached. Copies of the policy forms should be read. They are available from the office which issued this Commitment. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Tukwila is at 1.78 %. Levy /Area Code: 2413 For all transactions recorded on or after July 1, 2005: A fee of $10.00 will be charged on all exempt transactions; A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. Taxes which may be assessed and extended on any subsequent roll for the tax year 2005, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. 3. Potential lien rights as a result of labor and /or materials used, or to be used, for improvements to the premises. An indemnity agreement to be completed by Paul M. Gully and Betty J. Gully, husband and wife, is being sent to closing escrow company and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 4. Evidence of the authority of the officers of R House Construction, Inc., a Washington Corporation , to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -Laws and certified copies of appropriate resolutions should be submitted prior to closing. 5. Matters disclosed by our inspection of the premises. Supplemental to follow. NOTES A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Form No. 1068 -2 Page 5 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. Ptn. of Lot 56, Riverside Interurban Tracts, Vol. 10, P. 74. APN: 734060 - 0843 -02 D. General taxes for the year 2005, which have been paid. Tax Account No.: 734060- 0843 -02 Code Area: 2413 Amount: $ 804.40 Assessed Land Value: $ 60,000.00 Assessed Improvement Value: $ 0.00 Commitment No.: 561701 E. The following deeds affecting the property herein described have been recorded within 24 months of the effective date of this commitment: NONE F. According to the application for title insurance, title is to vest in R House Construction, Inc., a Washington Corporation, a Washington Corporation. Examination of the records discloses no matters pending against said party(ies). Property Address: To Be Determined, , WA End of Schedule B Section II Form No. 1068 -2 Page 6 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. SCHEDULE B REQUIREMENTS End of Schedule B Requirements Commitment No.: 561701 (A) Pay the agreed amounts for the interest in the land and /or the mortgage to be insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and /or the mortgage to be insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (E) Releases(s) or Reconveyance(s) of Item(s): (F) Other: (G) You must give us the following information: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: Form No. 1068 -2 Page 7 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. CONDITIONS Commitment No.: 561701 1. DEFINITIONS. (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS. The Exceptions in Schedule B - Section II may be amended to show any security interests, defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B — Requirements are met. The Company shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss incurred because of an error in this Commitment, our liability will be limited to the actual losses caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B — Requirements or eliminate with our written consent any Exceptions shown in Schedule B — Section II. We shall not be liable for more than the Policy Amount show in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. Form No. 1068 -2 Page 8 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. The Talon Group ESCROW AND TITLE SERVICES Commitment No.: 561701 PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information — particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. 2001 The First American Corporation • All Rights Reserved 2003 The Talon Group • All Rights Reserved Form No. 1068 -2 Page 9 of 10 ALTA Plain Language Commitment 1. Potential lien rights as a result of labor and /or materials used, or to be used, for improvements to the premises. An indemnity agreement to be completed by Paul M. Gully and Betty J. Gully, husband and wife, is being sent to closing escrow company and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 2. Evidence of the authority of the officers of R House Construction, Inc., a Washington Corporation , to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -Laws and certified copies of appropriate resolutions should be submitted prior to closing. Form No. 1068 -2 Page 10 of 10 ALTA Plain Language Commitment Realist Page 1 of 2 Property Details Last Market Sale: Owner Name: PF,A A SERVICE FROM REAL ESTATE SOLUTIONS Gully Paul M Sales History: Recording Date: 11/25/1992 Sale Price: $30,000 Buyer Name: GuIIy Paul M & Betty J Seller Name: Mcguire Edith C Document No: 199211252588 Auditor No: Warranty Deed Hist Document No: 1280762 For Property Located At Tukwila - King County Courtesy of Daniel Rowley NWMLS Owner Info: Owner Name: GuIIy Paul M Tax Billing Zip +4: 3203 Owner Name 2: GuIIy Betty J Annual Tax: $804 Tax Billing Address: 13017 Macadam Rd S County Use Code: Vacant (Single Family) Tax Billing City & State: Tukwila, WA Universal Land Use: Residential Lot Tax Billing Zip: 98168 Location Info: Subdivision: Riverside Interurban Trs Map#: 655 -F2 Census Tract: 272.00 Neighborhood Code: 024005 Zoning: Ldr Range/ Township /Section /Quarter: 04- 23 -15 -NE Street Type: 4 Tax Info: Tax ID: 734060 -0843 Land Assessment: $63,000 Parcel ID: 7340600843 Total Assessment: $63,000 Tax Year: 2005 Legal Description: 56 Riverside Interurban Trs Beg 180.6 Ft S & 237.63 Ft E Of Nw Cor Th N 95 Ft To Tpob Th E To E Ln Th Nly To Ne Cor Th Wly To Pt N Of Beg Th S To Tpob Annual Tax: $804 Lot Number: 56 Assessment Year: 2005 Characteristics: Lot Acres: .3581 Sewer: Public Service Lot Sq Ft: 15600 Zoning: Ldr Water: Public Owner Name 2: GuIIy Betty J • • AS a Schweikl & Associates, Pk Civil Engineering, Project Management & Consulting SMALL SITE RESIDENTIAL DRAINAGE PLAN FOR THE GULLY SHORT PLAT DECEMBER 2005 PREPARED FOR: DAN ROWLEY 16720 SE 271 STREET, SUITE 203 COVINGTON, WA 98402 PREPARED BY: BRANT A. SCHWEIKL, P.E. SCHWEIKL AND ASSOCIATES, PLLC. 1945 SOUTH 375 STREET FEDERAL WAY, WA 98003 (253) 815 -1700 • (6•os !MIMES: 69.20 -6k PROJECT DESCRIPTION: • • The Gully Short Plat is an existing 15,239 sf, Low Density District zoned single family residential parcel located in the City of Tukwila at the southwest quadrant of the intersection of S. 130 Street & 42 " Avenue South. The existing parcel is presently a vegetated vacant parcel. The site generally slopes from the west to the east, except for the slope that is adjacent to the south side of the S. 130 Street which slopes toward the north and the south edge of the pavement. The parcel has several large diameter evergreen and deciduous trees mainly located in the northwest quadrant of the parcel. The dominate tree located on the existing parcel is a 66"0 redwood tree located in the eastern third of proposed Lot 1. The project will place an emphasis on retaining and protecting the tree and the area around the tree, and therefore the livelihood and survival of the significant tree. There is an existing cement concrete retaining wall located at the south east corner of Lot 2 that is a remaining portion of the former garage associated with a circa 1930's single- family residences that once presided upon the property. The project proposes incorporate the existing concrete wall into the proposed southerly retaining wall for the driveway of Lot 2. Lot 1 and Lot 2 proposed to access the public right -of -way at S. 130 Street and 42 Avenue South, respectively. The project proposes to install 3827 sf new impervious surface for the proposed residential structures on Lot 1 & 2, and a combined impervious area of driveway and other hardscape features amounting to 1801 sf. The total impervious area of 5,628 sf is below the 10,000 sf threshold level for full drainage review and is not subject to flow control requirements. The project also proposes only 926 sf of onsite impervious area subject to vehicular traffic which is less than the 5000 sf threshold limit, above which the site would have been required to provide water quality treatment for those areas subject to vehicular traffic. The stormwater runoff from each of the residential structures will be collected via the gutter systems and conveyed to a perforated pipe connection trenches, Section C.2.11 2005 King County Surface Water Design Manual (KCSWDM) and Figure C2.11.A. Soil conditions within the project are not conducive to allow the use of a full individual full infiltration of the roof water and other Small Project Drainage Flow Control BMP's do not conform to the required dispersion and sheet flow length criteria of the manual. The zoning of the existing lots allows small lot development which that was not considered appropriately when Appendix C, of the 2005 KCSWDM was drafted by King County. The corresponding result is that a vast majority of the currently developing properties are zoned appropriately to conform to the Growth Management Act, but are limited to the perforated pipe connection Flow Control BMP where non - infiltrating soils exist. Therefore we are proposing the use of perforated pipe connections and discharge of both Lot 1 & Lot 2 system to the westerly roadside ditch of 42" Avenue South. The proposed driveways are fairly short in length and their small impervious areas will sheet flow to the public ROW and be conveyed to the existing public storm drainage conveyance systems. Erosion control facilities will include a temporary rock construction and siltation fence around • • the north, east and a portion of the southern lot boundaries of the project where the predominance of the construction will occur. The project also proposes to install catch basin sediment protection for the existing Type 1 CB that is at the intersection of South 130 Street & 42 Avenue South. All areas of disturbed earth shall be mulched to over areas that are not being worked. In summary the project falls beneath both the threshold levels for Flow Control and Water Quality Treatment and will be providing Small Project Flow Control BMP criteria by the only available option, Perforated Pipe Connection in accordance with Appendix C, 2005 King County Stormwater Design Manual (KVSWDM). Site address (attach Own r /Agent Signature ❑ CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Phone: p7(_6/3 This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone 1. The proposed' project is within AI M R 'Tr IRPA I hereby certify that the above information is true and correct. ( om C� t (4 -tt-. 2 G�� j z S� Agen hone Z 2_1/4t-2 ®6— 22 RECEIVED FEB 0 7 2006 COMMUNITY DEVELOP CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: 0' a wog i�rnw n a 1,Ai. i j °srr nt :�• ja asrrf' t� , vi�,h0 vl , a�o7� + • i ^ , o , F � ridn!ra 4 .70 a ?.R�ak mil w ' � " ',1 za Name: Address: Phon4 //tt �� ��Z'�� —�loQ eO Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): ' " a ^ 1.7•i"uS. f il ' ' }1'f" fY (ei k-t O �J Permit Center /Build' Division: 206 -431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206-431-3670 Short Subdivision Other 3 1 Y1of Date 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." f2(e,-71 So (City /County) 2. t❑ Igo Improvements required. 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 1 VS at 20 psi residual for a duration of 2 hours at a velocity of "Z fps as documented by the attached calculations. sr — tom" Date 3-- / oC. • ATTACIIIVIENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). • 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to K; ( .y1 j This Certificate is issued at the request of the City, and is not assignable or transreraoie to any ocher party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express or implied, that. the applicant will • be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certifiicate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible' provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as swell as all federal, state, and District laws, ordinances, policies and regulations in effect at the tirrae of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applicant's Signature District Representative Date 3 I ( ®S Date 3(/5/65 Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other � ❑ LI Short Subdivision ❑ Rezone Propose Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Pa (41 GU (/9 Phone: 7_44 - 9 !p / 3 Property Address or Approximate Location: Tax Lot Number: 1 30 X X ".1 c et rietw- R • '7340 Cr, 0 0843 Legal Description(Attach Map and Legal Description if necessary): Li74 ec (4 c k (51) Part B; (To Be Completed by Sewer Agency) 1. Ld a. Sewer Service will be provided by side sewer connection only to an existing (D s sewer 0/1/ feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. , ❑ 3. lld a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: 4 -i g£ 'T LArEe GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: Required ® May be Required c. Other: CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY /Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of sign.. ure By /rlrf .. Title 14816 Stary Road South P.O. Box 69550 Tukwila, WA 98168 R EIVED Phone: (206) 242 -3236 Fax: (206) 242 -1527 FEB E C0 71006 D EVEL( NIrY - (c2 05 Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer AvailabilitylNonAvailability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature 89539j0011270798 .01,1.5SY601!.DOC (1/26/04) -1- 3/ Jo I a s Date STATE OF WASHINGTON • • 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 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, en ineers, contractors or other representatives the right to enter upon Owner's real property, located at co. /30r/I ST Awl) 'fuel (M4cAM0t R4) 74 it 73fob0 - 0813 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 7 k(A) ! 1. A (city), W4 • (state), on Feh 7 l 20 a t'O ` ` ,�fj1,II!!i /, PAv�M. GvLL.y 4 5eri J. Guccy `•1� �L AQ� , / (Print Name) �l / � 0 r /144-OArn Rd. So • Tl,Icw ic - 4 • ?S/ P " • •.tt` 3 1 IS fp (Address) • c NOTARY N 4096 a7tt{-` /3 (Phone Number IS P UBLIC _ Po.,A, ,, Q W 1-1?? 12,�.� (Sig tur On this day perSd4ttally A appeared before me r ed to me known to be the individual who executed the foregoing instrument and acknowledged that he/she si the same As his/her voluntary act and deed for the uses and purposes mentioned therein. /� dd SUBSCRIBED AND SWORN TO BEFORE ME ON THIS / DAY OF rJ• 20 0 6 NOTARY PUBLIC in and for th�S%� of Wash i(ton residing at ( � �I4V. QC C r ,� T X � .r241 � My Commission expires on / DUOS .! ,.I I • no '772086 egg PP N Gully Short Plat •ECEIVED !FEB 0 °7 2006 COMMwNM PROJECT DESCRIPTION DEVELOPMENT The proposed Gully Short Plat is and existing 15,239 square foot parcel, in Low Density Residential District zoning in the City of Tukwila, that will be divided into 2 lots as follows: Lot 1 = 8,115 Square Feet or 0.19 acres, Lot 2 = 7,491 Square Feet or 0.17 acres. Minimum lot width is over 50 feet with 104 feet frontage on Lot 1, and 70+ feet frontage on Lot 2. The property is at the SW quadrant of the intersection of S. 130 Street and 42 Ave. So. This is just north of the owner, Paul & Betty Gully's residence, located at 13017 Macadam Rd. So. Tukwila, Washington, 98168. The property is served by King County Water District #125, and Val -Vue Sewer District. The parcel has several large diameter evergreen and deciduous trees, with the dominate tree being a 66" diameter Redwood tree located in the Eastern third of proposed Lot 1. The project will place an emphasis on retaining and protecting the tree and the area around the tree. Surveying has been done by Schroeter Land Surveying, P.O.Box 813, Seahurst Washington, 98062. (206) 242 -6621 Civil Engineering by Brant Schweikl, P.E. 1945 South 375 Street, Federal Way, Washington, 98003. (253) 815 -1700 Development Coordinator: Dan Rowley, 16720 SE 271 Street, Suite 203, Covington Washington, 98042. (206) 550 -9606 02/07/2006 13:36 2062439 c,2D6 r33 --366Y" Figure Name: Lot 3. Page 1 course: N 81 -48 -17 E Course: 5 10 -S0 -19 E Course: 5 81 -48 -08 W course: N 00-50-17 E Perimeter: 369.90 Area: 8115.40 0.19 acres Mapcheck Closure - (uses listed courses C && u COG0 units) 71-31-06 w nit Er of Closure: 0.007 Precision 1: 51173.83 Figure Name; Lot 2 course: N Course: 5 course: N Course: N 81 -48 -08 E 10 -50 -19 E 89 -09 -43 W 00- 50-17 E SCHROETER Perimeter: 371.78 Area: 7491.60 0.17 acres Mapcheck closure - (uses listed courses C && COCO Units) Error E Error of Closure: 0.003 precision 1: 135202.78 FN'7C. uy • Pi (-11 CLO UtzF Per e +` t-O6 0 13 1 pp((ca*` Dam F(* doh - S 06024 PROJECT: 05082 Distance; 104.56 Distance: 72.54 Distance: 119.42 Distance: 73.38 Distance: 119.42 Distance: 70.21 Distance: 132.15 Distance: 50.00 The recording documents submitted for final approval must be on mylar, in record of survey format, meet all of the King County recording requirements and contain the following signature blanks, where applicable. The standard signature blanks are included in the AutoCAD template available from the City. If you choose not to use the template please reproduce the applicable language accurately on the mylar. SIGNATURE BLANKS In witness whereof we have set our hands and seals. (Provide a name blank for each owner and as many notary blanks as needed) STATE OF WASHINGTON County of King - o NoTAiiY ; PUBLIC • 1 ▪ > dj' v 12� O O � �''g W \‘‘` Signature: LAND SURVEYOR'S CERTIFICATE: Name of commissioned: PAN, el— Title: Nor,4gt My appointment expires: "I, , registered as a land surveyor by the 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." RECEIVED FEB 0 7 2006 OWNERS' DECLARATION COMMUNITY DEVELOPMENT Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). On this day personally appeared before me Pita A. f •: L I* to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand and official seal this 7 day of alt3 • , 20 0 6 . /&/o�/. f , 0100 wte e Any survey submitted for a short plat shall include a certification with the seal of and signature of the surveyor responsible for the survey and final plat with the following statement: This Director Finance Director C:'Nora3 Files\Red Book\SHTPLTAPP.doc, 01/10/03 • • SEATTLE - KING COUNTY HEALTH DEPARTMENT'S APPROVAL (This is only required if lots are served by septic systems:) Examined and approved by the Seattle -King County Health Department this day of ,20 CITY TREASURER'S CERTIFICATE (only required if land is to be dedicated to the City) There are no delinquent special assessments, and all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full. Examined and approved by the City of Tukwila Finance Department this day of ,20 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 public use are paid in full. day of , 20 . Deputy King County Treasurer King County Treasurer COUNTY ASSESSOR'S CERTIFICATE Examined and approved by the Department of Assessments this Deputy King County Assessor King County Assessor Filed for record at the request of the City of Tukwila this minutes past M, and recorded in Volume Records of King County, Washington. RECORDING CERTIFICATE day of day of , 20 20 , at of Plats, on page Deputy Director, King County Director, King County Department of Records and Elections Department of Records and Elections Reviewed and approved by the Short Subdivision committee and hereby certified for filing this day of , 20 KING COUNTY RECORDER'S FORMAT REQUIREMENTS Document Standardization • The first page of all documents must have: > A three -inch margin at the top and a one -inch margin on the sides and bottom (if using letter or legal sized paper). > The following key information: ♦ Return address ♦ Document title and titles e Reference numbers of documents assigned or released (if applicable) e Names of the grantors and grantees with reference to pages where additional names can be found ♦ Abbreviated legal description ♦ Assessor's property tax parcel number or account number A coversheet may be used to fulfill the three -inch top margin & indexing information requirements list above, however, the requirements listed below must still be met or the document will be returned for compliance. Also, when a coversheet is used one dollar will be added to the recording fee for the additional page on the document. • The second page and all succeeding pages must have a one -inch margin on all sides (unless document is using record of survey format, 18" x 24 "). • No attachments are allowed on the pages. • The font size must be at least 8 point. • The page size can be no larger than 8V2 x 14 (unless in record of survey format, recorded at Condominium and Plat desk). • The paper must be of a weight and color capable of producing legible images. • The ink must be a color that is capable of being imaged. • All seals must be legible and capable of being imaged (pressure seals must be smudged). C:Wora's Files\Red Book1SHTPLTAPP.doc.01 /10/03 • • TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Chair, Short Subdivision Committee To: Re: • RECEIVED • The Talon Group ESCROW AND TITLE SERVICES RE /MAX - Realty - South 16720 SE 271st St Ste 203 Covington, WA 98042 Property Address: To Be Determined, , WA Buyer: R House Construction, Inc. Seller /Owner: Paul Gully and Betty Gully Per House Bill 1240, effective July 1st, 2005, a nontaxable excise affidavit processing fee will increase to $10; taxable transactions will require $5 in addition to the tax payment. Per House Bills 1386 and 2163, effective August 1st, 2005, the recording fee for a typical document will be $32 for the first page, with the exception of Deeds of Trust being $33 for the first page. The recording fee for exempt documents has increased to $12 (for example; Assignments, Appointment of Successor Trustee). Please keep in mind there is a $1 per document return postage fee for documents recorded in King and Snohomish counties. In Pierce County there is a $2 per document return postage fee. Tim Daniels, Vice President TITLE UNIT 1 Tim Daniels tda nielsOta lonnw.conl FEB 0 7 1006 COMMUNITY DEVELOPMENT Please send all recording packages to: The Talon Group 2345 Eastlake Ave E, Ste 301 Seattle, WA 98102 COMMITMENT FOR TITLE INSURANCE Second Commitment Issued by First American Title Insurance Company, through its Division, The Talon Group IMPORTANT NOTICE The Talon Group a Division of First American Tide Insurance Co. 11400 SE 8th St, Ste 250 Bellevue, WA 98004 Phn (425) 635 -2100 (800) 497 -0123 Fax (425) 635-2101 (800) 497 -4750 File No.: 561701 Your Ref No.: R -House Construction /Gully The Talon Group a Division of First American Tide Insurance Co. Proposed Insured: To Follow • • Proposed Insured: R House Construction, Inc., a Washington Corporation, a Washington Corporation Simultaneous Issue Extended Mortgagee $ To Follow $ 3. (A) The estate or interest in the land described in this Commitment is: A fee simple. (B) Title to said estate or interest at the date hereof is vested in: Paul M. Gully and Betty J. Gully, husband and wife 4. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto Commitment No.: 561701 Title Inquiries should be directed to: Title Unit 1 at (425)635 -2100 - (800)497 -0123 SCHEDULE A 1. Effective Date: December 27, 2005 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX Standard Resale Rate ALTA 1992 Standard Policy $ 160,000.00 $ 760.00 $ 66.88 Form No. 1068 -2 Page 2 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. Real property in the County of King, State of Washington, described as follows: Beginning at a point 180.6 feet South and 237.63 feet East of the Northwest corner of Lot 56, Riverside Interurban Tracts, according to the Plat thereof recorded in Volume 10 of Plats, Page 74, Records of King County, Washington; Running thence North 95 feet to the true point of beginning; thence East to the East line of said tract; thence Northerly along said East line of said tract; thence Northerly along said East line to the Northeast corner of said tract; thence Westerly along the Northerly line of said tract to a point due North of the true point of beginning; thence South to the true point of beginning. Situate in the County of King, State of Washington. Tax Parcel Number: 734060 - 0843 -02 • • Exhibit "A" Commitment No.: 561701 Form No. 1068-2 Page 3 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. • SCHEDULE B SECTION I Commitment No.: 561701 GENERAL EXCEPTIONS Any Policy we issue will have the following exceptions unless they are taken care of to our satisfaction. 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, interests, or daims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disdose, and which are not shown by the public records. 5. (A) Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by and not shown by the public records. Schedule B General Exceptions will be eliminated from any A.L.T.A. Extended Coverage Policy, A.L.T.A. Extended Coverage Policy, A.L.T.A. Plain Language Policy and Policies with EAGLE protection added. However, the same or similar exceptions may be made in Schedule B of those Policies in conformity with Schedule B Special Exceptions of this Commitment. End of Schedule B Section I Form No. 1068 -2 Page 4 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. ALTA Plain Language Commitment • • SCHEDULE B SECTION II SPECIAL EXCEPTIONS 5. Matters disclosed by our inspection of the premises. Supplemental to follow. NOTES Commitment No.: 561701 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are set forth in Exhibit A attached. Copies of the policy forms should be read. They are available from the office which issued this Commitment. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Tukwila is at 1.78 %. Levy /Area Code: 2413 For all transactions recorded on or after July 1, 2005: • A fee of $10.00 will be charged on all exempt transactions; • A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. Taxes which may be assessed and extended on any subsequent roll for the tax year 2005, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. 3. Potential lien rights as a result of labor and /or materials used, or to be used, for improvements to the premises. An indemnity agreement to be completed by Paul M. Gully and Betty J. Gully, husband and wife, is being sent to closing escrow company and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 4. Evidence of the authority of the officers of R House Construction, Inc., a Washington Corporation , to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -Laws and certified copies of appropriate resolutions should be submitted prior to closing. A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Form No. 1068 -2 Page 5 of 10 The Talon Group a Division of First American Title Insurance Co. • • Ptn. of Lot 56, Riverside Interurban Tracts, Vol. 10, P. 74. APN: 734060 - 0843 -02 D. General taxes for the year 2005, which have been paid. Tax Account No.: 734060- 0843 -02 Code Area: 2413 Amount: $ 804.40 Assessed Land Value: $ 60,000.00 Assessed Improvement Value: $ 0.00 Commitment No.: 561701 E. The following deeds affecting the property herein described have been recorded within 24 months of the effective date of this commitment: NONE F. According to the application for title insurance, title is to vest in R House Construction, Inc., a Washington Corporation, a Washington Corporation. Examination of the records discloses no matters pending against said party(ies). Property Address: To Be Determined, , WA End of Schedule B Section II Form No. 1068 -2 Page 6 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. • • SCHEDULE B REQUIREMENTS (A) Pay the agreed amounts for the interest in the land and /or the mortgage to be insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and /or the mortgage to be insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (E) Releases(s) or Reconveyance(s) of Item(s): (F) Other: (G) You must give us the following information: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: End of Schedule B Requirements Commitment No.: 561701 Form No. 1068 -2 Page 7 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. CONDITIONS Commitment No.: 561701 1. DEFINITIONS. (a) "Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS. The Exceptions in Schedule B - Section II may be amended to show any security interests, defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B — Requirements are met. The Company shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss incurred because of an error in this Commitment, our liability will be limited to the actual losses caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B — Requirements or eliminate with our written consent any Exceptions shown in Schedule B — Section IL We shall not be liable for more than the Policy Amount show in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. Form No. 1068 -2 Page 8 of 10 ALTA Plain Language Commitment The Talon Group a Division of First American Title Insurance Co. Former Customers • • The Talon Group ESCROW AND TITLE SERVICES Commitment No.: 561701 PRIVACY POLICY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information — particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govem our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. © 2001 The First American Corporation • All Rights Reserved © 2003 The Talon Group • All Rights Reserved Form No. 1068 -2 Page 9 of 10 ALTA Plain Language Commitment • • 1. Potential lien rights as a result of labor and /or materials used, or to be used, for improvements to the premises. An indemnity agreement to be completed by Paul M. Gully and Betty J. Gully, husband and wife, is being sent to closing escrow company and must be submitted to us prior to closing for our review and approval. All other matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. 2. Evidence of the authority of the officers of R House Construction, Inc., a Washington Corporation , to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -Laws and certifled copies of appropriate resolutions should be submitted prior to closing. Form No. 1068 -2 Page 10 of 10 ALTA Plain Language Commitment Realist Property Details Owner Info: Owner Name: Owner Name 2: Tax Billing Address: Tax Billing City & State: Tax Billing Zip: Location Info: Subdivision: Census Tract: Zoning: Street Type: Tax Info: Tax ID: Parcel ID: Tax Year: Annual Tax: Assessment Year: Characteristics: Lot Acres: Lot Sq Ft: Water: Last Market Sale: Owner Name: Sales History: Recording Date: Sale Price: Buyer Name: Seller Name: Document No: Auditor No: Hist Document No: • • PE,AJ_IST.COM A SERVICE FROM REAL ESTATE SOLUTIONS "' GuIIy Paul M Gully Betty J 13017 Macadam Rd S Tukwila, WA 98168 Riverside Interurban Trs Map#: 655 -F2 272.00 Neighborhood Code: 024005 Ldr Range/Township /Section /Quarter: 04- 23 -15 -NE 4 734060 -0843 7340600843 2005 $804 2005 .3581 15600 Public GuIIy Paul M 11/25/1992 $30,000 Gully Paul M & Betty J Mcguire Edith C 199211252588 Warranty Deed 1280762 For Property Located At Tukwila - King County Tax Billing Zip +4: Annual Tax: County Use Code: Universal Land Use: Land Assessment: Total Assessment: Legal Description: Lot Number: Sewer: Zoning: Owner Name 2: Courtesy of Daniel Rowley NWMLS 3203 $804 Vacant (Single Family) Residential Lot $63,000 $63,000 56 Riverside Interurban Trs Beg 180.6 Ft S & 237.63 Ft E Of Nw Cor Th N 95 Ft To Tpob Th E To E Ln Th Nly To Ne Cor Th Wly To Pt N Of Beg Th S To Tpob 56 Public Service Ldr GuIIy Betty J Page 1 of 2 FOR STAFF USE ONLY Sierra Type: P-SS- - -- -t-. Planner: -2 4ec&L_ , -071_' File Numbe : - 0 (, -- D 1 3 Application Complete (Date: I lo , i ) Project File Num e:_'_ Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 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. South 130th St. & 42 Ave So. Parcel 117340600843 Lot 56, Riverside Interurban TractsA- cording to the Plat thereof recorded in VO1 10 of Plats Pg 74 Rec. K.C. Quarter: Ale Section: /S Township: a3 Range: o (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: 16720 SE 271 St. Suite 203 Covington Washington 98042 Dan Rowley Phone: 206- 550 -9606 FAX: 253- 638 -3627 E -mail: Signature: danrowleyl comcast.net aux- -te G.\ APPHAN \LANDUSE.APPLSHTPLTPT.doc, 09 /11/03 • • CITY OF TUKWILA RF ^`vE SHORT Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 FEB d .1 PLAT Telephone: (206) 431 -3670 FAX (206) 431 -3665 20 E -mail: tukplan@ci.tukwila.wa.us com UNrrY (13-SS) DEVELOPMENT GULLY SHORT PLAT Date: CITY OPT UKWILA • Department of Community Developmen 6300 Southcenter Boulevard, Tukwila, WA 981'88 R 011 2006 Telephone: (206) 431 -3670 FAX (206) 431 -3665 PLAT E - mail: tukplari @ci.tukwila.wa.us �tw �wrl4jEN Y T A Short plat (or short subdivision) is the division of property into nine (9) or fewer lots City review is required to ensure that development and infrastructure requirements are satisif ed, the action is consistent with the Tukwila Comprehensive'Plan, and the plat is properly recorded. REQUIREMENTS: The City has extended the range of administratively approved short plats from 1 -4 lots, to a maximum of nine (9) lots. However, short plats of 5 -9 lots are required to provide public notice, environmental review and development standards specified for subdivisions (creating over nine lots). PROCEDURE: Within 28 days of receiving your application, City staff will determine if it is complete. based on the attached "Complete Application Checklist ". If not, you will be mailed a letter outlining what additional information is needed. a acs svbsf+t447 rev AAA) evl jays Short plats are reviewed by the Short Plat Committee in a four step process. SHORT (P-SS) 1. Preliminary approval: Approval of lot patterns, access and infrastructure schematic design. 2. Construction permit approval: Approval.of detailed construction drawings (if applicable). 3. Installation of required improvements. 4. Final approval and recording: Final City approval of all construction, City Council acceptance of any infrastructure or property to be turned over to the City and recording with - King County. Final documents .must meet the King County Recorder's Format requirements. Applicant may apply to defer certain on -site improvements until after recording the - final short plat, .due to project phasing or engineering considerations:' applicant shall include a list of specific deferred improvements, a. cost estimate from the :contractor who will do the work and a financial warranty equal.to.150% of the cost.. The.w may be -cash, an assigned savings account or an irrevocable letter of credit. 1. C:Wora's Files\Red_Book\SHTPLTAPP.doc, 01 /10/03 Short Plat Committee decisions are based upon the following criteria: (TMC 17.12.020.C) CRITERIA FOR PRELIMINARY APPROVAL OF SHORT PLATS: The Short Subdivision Committee shall-base its decision on an application on the followingicriteria: The proposed Short.plat :is in conformance with the Tukwila Comprehensive Plan and any other such adopted plans.: 2. Appropriate provisions have been made for water, storm drainage, erosion control and sanitary sewage :. disposal forrthe 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 provi for the maintenance of commonly owne'ate facilities have been made. 7. The short plat com estwith•tfie relevant requirements Of the Tukwila Zoning Ordinance and other relevant local regulations: (TMC 17.12: 030( 8))+, C1 .,YT1lrRI'.:FOR'FINAL•APPROV'AL OF 'SHORTPLATS: . 1. .. All irequnrementgor Short Oats as set forth m the are met. 2 . All tterms of tthe inacy short pla pproyal have been met. • • . . q,4 e 4 s p 58 ;�17;RCW, other ;applicable�state,.laws, and any applicable City Ordinances • 3.; :�'he ire � uuetrierits of:h� tern Have beeh met. 4. All required improvements have been installed in •accordance with City standards or. an: improvement agreement with financial gguarantee:pursuant =to. TMC :17.24.030 has been entered into by the applicant and accepted by.the City. 5. Thatthe plat is technically correct and accurate as certified .by'the land surveyor responsible for the plat. • C:\ Nora' e_Files\Red_Book1SHTPLTAPP.doc, 01 /10/03 • SURVEYOR SCHRCE7ER LARD SURVEYING P.O. BOX 613 SEANUR5T. WASHINGTON 96062 P6; (206) 242 -6621 FAX (206)243 -9679 SURVEYOR'S NOTES HELD DATA FBR 095 SURVEY 1.43,5 OBTAINED BY DIRECT FIELD MEASUREMENTS. ANGULAR AND UNEAR RELATWS6PS WERE MEASURED 0.104 A 5O SECOND T4EWWIE AND ELECTRONIC DISTANCE MEASURING DEVICE, SUPPLEMENTED BY A STEEL TAPE D95 SURVEY 11AS BEEN PREPARED FOR THE EXCLU9VE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND 00E5 NOT 001EI10 TO ANY UNNAMED THIRD PARTE5 00111DIIT EXPRESS RECER0E*CA00N BY TIE LAND SURVEYOR. LEGAL DESCRIPTION BEGIN/040 AT A PONT 160.6 FEET SWIM AND 237.63 EAST K THE NORTHWEST CORNER OF LOY 56. RIVERSIDE INTERURBAN TRACTS ACCORDING TO TIE PLAT TNEREO0 RECORDED 64 VOLUME 10 OF PLAT5, PAGE 74, RECORDS OF KING COUNTY, ASMINGION; RUNNNG HENCE NORTH 95 FEET TO THE TRUE POINT OF BEGINNING; ONENCE EAST 10 0E EAST LoLE 09 SAID TRACT; 441F.NCE NORTHERLY ALONG SAID EAST ONE OF SAID TRACT; TMENICE NORTHERLY ALONG SAD EAST LINE TO 0)1 NORT6.A51 CORNER OF SAD TRACT THENCE 00511RLY ALONG THE NCRIMERLY LINE OF SAD TRACT TO A KNIT 06E NORTH OF THE TRUE PONT O BEONNNC; THENCE SOUTH TO THE TRUE PONT OF BERIT4N0 SITUATE N NNE 00.0471 OF KING. STATE OF WASWNOTON. SURVEYOR'S NOTES THE LOCATION OF *MITRES AS 5140991 5ERWI0 THE 9UBEC1 MROPERIY HAVE BEEN TANEN FRW PUBLIC RECORDS WE CANNOT CERTIFY TO THEW ACCURACY AND /OR COMPLETENESS. BEFORE COMMENCING CW5TRUC11O1 INVOLVING EXCAVATOR OR REMOVAL OF E0SING STRUCTURES. CALL A LOCATING SERVICE OR 1- 600 - 424 -5555 FOR UNDERGROUND UTILITY LOCATORS. WELD DATA FOR 415 9MVE WAS 061301ED BY DIRECT 06140 MEASUREMENTS. ANGULAR AND LINEAR RELATIONSHIPS )ERE MEASURED 4001 A 9X SECOND 040000UTE AND ELECTRONIC DISTANCE MEASURING DEVICE SUPPLEMENTED BY A STEEL TAPE. CONTOURS AS 910194 HAVE PEEN *IMMURED BETWEEN SPOT ELEVATIONS, ACTUAL GROUND SURFACE MAY VARY. THIS SURVEY HAS BEEN PREPARED FOR WE EXCLUSIVE USE O PARTIES MNOSE NAMES APPEAR HEREON ONLY. AND DOES NOT EXTEND TO ANY U101AM00 TINA PAR1405 0011061 EXPRESS RECERIBTCAIWN BY THE LAND SURVEYOR. UTILITY NOTES THE LOCA1ICN OF PRIVATE 0101040 AS 910)64 SERVING THE SUBJECT PROPERTY HAVE BEEN OBTAINED FROM NFORMATON PROVIDED BY ME CLIENT AND HAVE NOT BEEN PHYSICALLY L0CA1E0 N THE FELD. SANITARY SEWER AND WATER 011L10E5 'MORN 100 PUBLIC ROW NAVE BEEN SHOWN W NNE PLANS MT RESPECT 10 0I5TN0 AS6ULT RECORDS OB1ANEO FROM VAL WE SEWER 0ISTWCI AND OTT OF TWIRL. RESPECTIVELY. 501WETL AND 055(00TE5. P1.1.1 CANNOT CERTIFY TO MEW ACCURACY AN0 /00 COMPLETENESS THE CONTRACTOR SHALL CONFWII ALL E0ETNG 40517 CHIN ECIONS P■OR TO THE INSTALLATION OF TIE PROPOSED UTILITIES BEFORE COMMENCING CONSTRUCTION NVOL1N6 EXCAVATION OR REMOVAL CF EXISTING STRUCTURES. CALL A LOCATING SERVICE OR 600424 -5555 FOR UNDERGROUND UTILITY LOCATIONS. GULLY SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4, OF SEC. 15, TWP 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 445. 05 EX. CB, TYPE 1 rkn - 45.2' ns(12 4 433' iny(12 410 EX LK FIBER OPTICS Eu91in9 House /13017 SITE PLAN SCALE 1' -20 EARTHWORK QUANTITIES CUT /42.1114E 471 CY 010L 004141E 250 CY 600 CY TOTAL EARTH MOVEMENT (471 CY CUT MAIOWUM. 250 CY FILL 96014 OI91E WT 9ATERIAL THE CONTRACTOR SNOUD BE AWARE MAT FIBER OPTIC LINES ARE PRESENT N BOTH THE S 13004 STREET AND 4240 VEAVEMUE SOUTH RIGHT -OF -WAYS LOCATION OR NNE UENE5 9ERE NOT FIELD LOCATED NOR WERE ASHULT3 AVAILABLE AT DE TIME OF COIL ENGINEERING DOCUMENT PREPARATION. 5E one 12'A05 Top - 43 6 Tole me 12' ADS Top 434' tt 11 C1.52 641E6 406 IMPERVIOUS SURFACE CALCULATIONS OT ARE/5 LOT 1 7,930 SF LOT 2 7,308 SF MI� 17 4417A4T5 IMP 6IIYFRA00 LOT 1 1925 HOUSE 24.270 LOT 2 1902 440,45E 26.029 92 66101171 4WFACTI LOT 1 1925 NURSE 7 405 DRIVEWAY 2501 SF LOT 2 1902 4)0200/9400 35.000 521 DRIVEWAY 115-51,05 2550 5F NP 071VFRACF 31.542 TOTAL 5.628 SF 33.202 SCALE 1" = 20' m 42 a P ml RN In me SITE ADDRESS: N 30X7 MACADAM ROAD KWiA. WA94NGRi 96166 ZONING LORI - LOW DENSITY RES0ENTA. DISTRICT MINIMUM LOT SIZE 6.506 50 BUILDING SETBACKS FRONT YARD - 20 FEET 510E YARD - 5 FEET REAR YARD • 5 FEET BUILDING HEIGHT 30 FEET MIADMW PARCEL No.: 7340800843 TOTAL SHORT PLAT AREA 15.239 SE PROPOSED LOT AREAS LOT 1 - 7,830 SF LOT 2 • 7.309 5F UTILITIES NATURAL GAS ELECTRICITY CABLE E TELEPHONE WATER SEWER VICINITY MAP 0,5 PUGET SOUND ENERGY SEATTLE OTT L4OM 00151 COMCAST CABLE KC WATER DISTRICT 6125 VAL WE SEWER C56. SHEET INDEX C-1 COVER SHEET C -2 TEMPORARY EROSION AND OEMOIITON PLAT 1 -3 0600NG AND UTILITIES PLAN C -1 EROSION CONTROL 1401ES AND DETAILS 1-0 MOTES AND DETAILS C-6 ROTES AND DETAILS CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 g.7 OAS 6A9 Date. Iao Na, 66644 C -1 RECEIVED I FEB 0 7 2006 COMMUNITY DEVELOPMENT OW5174C11M j113000 CA CD. TYPE 1 SEE 2C1 _45.2' 64/001910 ASP., 52114301/ DISPOSE' 6 4 1EDAL Al AM NONOED 60140 7■616. IRRE 6 MORRL'101 (225612 1024041/ 2PCPO40 ROO( /DLL 6701010 (107NJ .1r GULLY SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4, OF SEC. 15, TWP 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, ASHINGTON an4I ADS(19.43.5' .141 YAOS(SS)410 EA AI WO 0814154 112017 SITE PLAN SCALE r " 20 Top " 45.6 73m • 5E GAO 1 2 - ADS • 4' SEE OCTAL 6FE 106510EL1(5(11O7 A.UA DE= mum aM*7544 1RM176M WRY6171 ODE 607 OE WW1 (5 (140]0 USAGE Y 504144 WA RARE MMMY CA VA CI 652 EAi6140 A( (fOR'.4( god 12' ADS Tap . 43.4' *YDS 6 (100(2004 9LT 1 010031 000E a (P 6 1R5E 101640 W DE RAM ROL4C 738115 ISMS 0604E 171400 EAU W RE MASER (16086 W AMU 10 017562E DORM 6 RAL (RIM MO WPM 3504 TO OW DICKER F1201 ®04416 MR0AM6 !MGM CO 101 t. 6110 - . 241011 9010141 A40 AT 4 ATM*ID SCALE 1 = 20' RR MI MR 61106 E260RC DEL EARTHWORK QUANTITIES CUT VOLUME 421 CV Fl.1 VOLUME 230 Cr 600 CV TOTAL FARM 410616212 • (421 CY CUT 4AB11W. 250 CV FILL FROM 0M=TE CUT MATERIAL CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 <<K w = a ...11 0 i _ 6: O cc O =cr. �' 62 J =0 ( Cigo •p 0 p � ¢ i o i �..c..e RAs RAs Q.Wm DAs Sheet 4e. C•2 e1 s s...1. RECEIVED FEB 0 7 2006 COMMUNITY DEVELOPMENT NACNON Mt OVAL k'• OOESRC NOR IElO 000 R90AN1 WIER OPAL= SEE CETAA POVAE ASPNAIC OPAREE 0NE1011 STOUP STE STAR e G SU 01101. CE ■I�� ;r tI Co Pt ROOF ORAN PAC • O50R MM SDK �' i INSTALL 1'. ROOF ORAN OOtlUSS AS DON �� (MAL) 5575 40 NC SP E SS SUMO[ 021275 AP GULLY SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4, OF SEC. 15, TWP 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 0 A". CB. TYPE • 05x' EL I " l(M LAE .(12 V-05(SE) -.3.0 g a", SITE PLA D SCALE: 1 • 2d13O1x 100 RNA SE OITAO PROPOSED RTTI010 RAIL 01:901 BY ODE¢ S 00 (IIOT mRREE ORIENT PAD ALF 00PD 105115 M 75 CT PERFORMED 10TRN //,- 1G E -110 4P (1l u H75 FP P1C 1050 01. Ri1FLT NF UMLAUT AS REPAID 10 PASS WEER EL R00 RAIL 5/5' O LOER 04111047 1'5 PIC RCP ONN 411.1. (MINE TIME WRAP =ILL SEE OLT -LL RA 0057 RATA LIE RCM 4• Rk VIOL Or tat CART MOOS) RYM7.1 FAAI.I 0 01 0 IC 0'14M 1 DULL WRAY CONE D1011 WIOR TO IELLUACS =EWES AIRY ECM; DAADRA RIOT SHALE (ASAR1 RECCROST W CAM SR a SS SOW 07001 FRT00E 0 FRAME SWUM REIER EAID*R 10 O RO PERFORMED NYEe ONEGACIE 4 ILO 41 u MPG t. PR ROOT ORAL E •OA MERL TIROL MAP 4TSALL $ OE 111! 4 P1C 00545 067!11 PIPE WARMLY AS ROM TO PASS WIDER n 0001 MLA WI R 001ER R0TRL 11RGt ReMA10RAIL SE CETAR e u V 175 04 511 011131 00 A1A FEW eC0i YS1ALL OFHK BAgEp, SCE OEMI e .3 12' ADS 145 4 TOP - ar MOON IIII����AR TTTTR01 SEE SUL� u PRVAS AS/MUM IDIWFE PAIEIFNT SCRIP SE ORAL r1 y A M o R YAER 4E*FR AIm R3EFNRVL WW1 0551440 COW= RE1ApC WL 10 R 0 SiK RTLFA 0114005 713 P01101 TO N1ESQAR CON O RAU 000TW NO REPORT DING 00 01L MEDI MR MCAT DR 100/0/01 FLAMMMLDI SCALE 1" = 20' EARTHWORK QUANTITIES CUT VOLUME 071 CY 201 WINNE 250 CY 4 CY TOTAL EARTH 0OVEMO1T (471 CY CUT NAMMUM. 250 CY FILL FROM PASTE CUT NA160AL UTILITY NOTES THE IOCA1ON OF PRIVATE UTILITIES AS 5N04N SERVING THE SUBJECT PROPERTY HAZE BEEN OBTNNED FROM INFORMATION PROMPTED BY THE CLIENT AND HAVE NOT BEEN PHY4CNLY LOCATED IN THE FIELD. SANITARY SEWER AND WATER UTRITE5 WITHIN THE 01BL1C ROW HAVE BEEN 5405471 ON THE PLANS VAIN RESPECT 70 EXISTING ASBUR.T RECORDS OBTAINED FROM VAL WE SEWER =TACT AND CT' OF TUR1RILV RESPECTIVELY. 5040£00. AND ASSOCIATES, PLLC CANNOT CERTIFY TO THEIR ACCURACY AND /0R COMPLETENESS ENE CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY CONNECTIONS PRIOR TO THE INSTALLATION OF THE PROPOSED UTILITIES BEFORE COMMENCING CONSTRUCTION INVOLVING EXCAVATION OR REMOVAL OF EXISTING STRUCTURES. CALL A LOOMING SOME OR 1- e00-424-5555 FOR UNDERGROUND U101TY LOCA405. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a.. 50 1Re 00 N B. D. ..W .W -.n Dew 12/16,03 I ARP w. C -3 RECEIVED FEB 0 7 2006' COMMUNITY DEVELOPMENT STANDARD EROSION CONTROL NOTES 1. 04-50 000501 6485 WA906 MM E X *9666A6 OF X 09066. 186 700136 901000 WOK I4LL 00(0211* OF X 5654 104 0 X *wr0a 9401 E C60ECISD El X APEUC1140/0 X CON4AU. L 0 CAE 00* M ¢4401801 °COOS 0 *410191(401111 ALL C062121D01 *0 PP X Ca06000 Tlt N WOW. X 900004 661 EASE 90 X 0g16*1/TM1126701 9101 K01.0±Y 0•01E *000.003. 41161300 CORM *0106004 ACWtt 904110461E 8111 SIG 040 0 DIE 1499 6 REM. 1 01 IKON A6 * 0X41 *141145 CUES 90611 O* OUP[ 9041 E 16MO11D MCC 0 M AS TIE MST 511E 091E 1100,14 * Stun X 1118982066 00304 041 504EM10161 COMM MM., AS 91041* MS 64x6 NOT MAE 000141 W 04144 006 0i 40■111/000 X 0Rp01/1Al2011021AIL 8101 AC M14 06.116 0 0002 O {X10.5 000611116 0044 610 1101 60491 40/4 SIM 14401A04 51905 S 4 01 00 9411 40 EFp SEMID 6 461+104 4 0ROE1L0 420 050066 ACMES 60 POE NO 9816 000 6 OEM. 4 A *ILO C.a. 5 DM All 1551811C41 OCAS 461E 11604106 918010 OT 186004 CUSS RAMC. M ODER AP0010 9099 04101 4(0411 4511930E 00 X 0140 6 40 8 0640 WEL *040 4041191 E AMM. 00Y ORM X 0000 Cr OA 11010 4)016. 031162 20886117 W 109. 6*Y120Ey0 0 6 4 X 300167 6 X 066061 011MACQM 00 061E MOOED WT .606 *054. OXM MACE. X MOEC, DOES C4 MIES1 %011054 a! 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UMW RV CO167 (AM) 1 Erna 11 =11 4 11 1 111 =1 4 ME CO MOO. 6 A4 COST 01 M aVAM M CO IN COSTA mPNam 01..0 PRIVATE ASPHALTIC CONCRETE PAVEMENT SECTION MOT-70-SCALE O DEBRIS BARRIER 001 10 SCALE GENERAL REQUIREMENTS 1. M.6 O5060610107 NO PLOT 040 OM 010606 N50 M 7(0 166 L ALL 041E Al Of WAD 1001 -0 -02 MIS(M 00 1Y A 0005 AM 00000 CONTRACTOR. 1 MOOD Cf PR 461 OE 0E Of PAW 40 EA050111C 111 BE 140E 405. I3EC01 6 CORM NO ANMA4. A. 051400 TAD MN MSTN 40ID4 1167 OE TREE ROME E SRS 90E SEWER REQUIREMENTS 1. 0-1101 0114170 9017 4011 DE REWIRED M (0(10111 ME 04 YCOPP MILE (1 /A' 171.1 MD 00 011 2 AN 9E SAM MOOS 4-11101 P0E FOR 0110 UY AND 00.E 2A5211176 421614312 IL 4110 DOOR 0/0' (04.1. 70 0011 1 1600 0 AMMO TM MC . 004E 540 -25 4111-009 (MM 10416.6 00115) WS. ME 170/ 065E M MN 01051 (MM 7047010 MOM 141 077 WZ 50.5110 010 AM 0141 PONIED M 006111FC0M MW 06 WE PVC IT 1 SECTION O TYPICAL RIPRAP OUTFALL 3 NOT TO TUE O♦ PERFORATED TIGHTLINE CONNECTION 045 CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 Q i 0. ICE N a o< Q a cc a o 0- cn J • s0 ' � DO Z H Cc Cc 0. y .1 0.04400 6 040.4: Job 0.4/05 00.9 C -5 E a • 11.4 r CEIVED FEB 01 2006 DEVELOPMENT COMMUNITY A ® City of Tukwila NAN E SEWER 0 SANITARY SEWER CLEANOUT NOT TO SUE GULLY SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4, OF SEC. 15, TWP 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 4iy earcerumpeceruuncetavom sae T•la •CS beJ. m., • A.4i �w YAWn MO]wM I 19MO10�01ue City of TukwjL SANITARY SIDE SEWER 2 RESIDENTIAL SIDE SEWER NOT TO SCALE 10.01.14 REARE!NV ••• eat, n • ao .e .... ' �� " . ,.. ." `°4 e.M.. T m•0. '•0 ewer mevpw 0:[•31011 T mo w art ' � ' r ma mom nm " 41 . •Ms • a•nlwmm4rrw• NO, ® City of Tukwila TRENCH O ` 3 PAVEMENT RESTORATION NOT TO SWE NR HIM raDrt O I RuM � 41 SEE NOM GCUISDWCAL oomawc SW WO WOOL FM sNL IEO.OFIRRS ROOMS 44C 4' R IEIOIT HOME O➢AAAIC BUNG PDEOT CD O SCALE DETAIL NO4 O WATER METER NOT 70 SGLL CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 SE IAJ o "' x � pro we. J = �pJ u cc a. fE i Canso 60•10 Deal,* BAS Drew., eeAS DOM Jab Ns. 1.1/10,05 3 Sheol W. C-6 RECEIVED FEB 0 7 2006 COMMUNITY DEVELOPMENT So. 730th Street south edeg asphalt I I Found 1" dia. x 3.5' high pipe 0.06' wedt & 0.85' south of dolt. position. 1 9 I 3.73' LEGAL DESCRIPTION BEGINNING' AT A POINT 180.6 FEET SOUTH & 237.63 FEET EAST OF THE NORTHWEST CORNER OF '.COT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING. TO THE PLAT THEREOF RECORDED'. IN VOLUME 10 OF PLAST, PAGE 74 OF'KlNG COUNTY, WASHINGTON; RUNNING THENCE;NORTH' 95 FEET•TO THE TRUE' POINT OV'BEGINNING;: THEENCE'.EAST. TO THE EAST UNE.OF SAID "TRACT;;THENCE•NORTHERLY ALONG . SAID EAST. LINE OF SAID TRACT; THENCE NORTHERLY ALONG; SAID; EA$T' LINE TO :THE. NORTHEAST. CORNER OF SAID TRACT;. THENCE.WESIERLY ALONG SAID ' NORTHERLY LINE OF SAID TRACT TO. A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING;' THENCE SOUTH TO THE TRUE POINT OF BEGINNING. ELEVATION DATUM PER CITY OF TUKWILA POINT NO..22; PK NAIL W /PANEL, 1307M & 33RD AVE SOUTH /SOUTH 130TH STREET; ELEVATION :: 213.02 FEET NAV088 pointed CL . e7` cb rim w 45.2' inv(12'ADS 5e tnvkT2•A Existing House #13017 RECEIVED X 44 1 FEB 0 7 2006 COMMUNITY DEVELOPMENT Found 'X' in concrete guy footing for rock wok 0.05' west & 0.76' 5 south of talc position. SE end 12 Top Q 43.6 North; end 12' ADS Top W 43.4' 1 . 1 1 1 4c +' D10 f,1 � o edge of asphalt N 43. )0 GRAPHIC SCALE o u w 0 NOTE: ( IN PEST ) 1 inch - 30 K DATE (FIELD) 7/25/05 JOB # 472/19. ,t.../' Deciduous Tree 0 Evergreen Tree Cotch Basin A Gas Volve Water Volve (to LEGEND ® Concrete Monument in Case + Monument ?( Took in Lead or Noil & Disk S Bronze plug O Set rebor w /dap #23604 ® Found pipe or rebor • Hydrant 'n, Power pole (ID sewer manhole ® storm dr0in manhole w'm ❑ water meter — S — sewer fine — g — gas line — w — water line —SD— storm drain line 0-13 power pole w /llght The location of unities as shown serving the subJect property have been token from. public records. e cannot e tiry V • to their acaurocy and /or eonpleteness. Before tormenting construction involving excavation or renoval of existing structures, call 'a locating service or 1 800 - 424 -5555 for underground utility locations. Field•tlata fpr this survey SOS obtained'by dbYot Meld meosurenents: Mlan 004 iIn tl ar atianshlps were neos d I4h:0 six second' thebtloUtt and electronic restance measuring *.vice, supplehented by o, steel ; Rape.' . Contours ae .shp.n• have been interpolated between spot elevations. actual surfer. nay vary. This survey has. bitn prepared. aor the'exclusive use of parties whose noses appear hereon only, and does not extend to any unaned third parties without express recertification by the land surveyor. Paul Gully 13017 Mocadom Rood Tukwilo, WA Schroeter Land,0 Surveying PROFESSIONAL LAND SURVEYORS P5 Box 813, Seahurst, Voshhgton 98062 (206) 242 -6621 FAX (206)243 -9679 DATE (OFFICE) 1 PROJECT N0. 05082/6024 SCALE. 1 a 30' DWG BY low f _NL_ 1/4 SEC. _1@_,TWP._2,''` RC. '_.9_ • ig CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO, onc pk nail s l in concrete ete in case - 7/15/05 - monument is 5.26' west of centerline East Marginal Way So. (ref.1) 0 1n > 3 ftH C CP <, _ Tract 50 o I 0 . L..1 o o� Ny , 30'-- o p1 1 (ref. 1) z N81'48'17 "E (c) ' .t, 159.03' (ref. 1) T 1466'58'16 "E (c) 1086'08'W (ref.1) - y43. 50' iet 1 Held) _ __ - :if __ V North (ref.1) 500'50'17"W (c) N46'46'04 "E (c) N45'58'52 "E (1) 30.38' (ref.1) 7.91' (1 - Held) Found 3" brass disk w /large "0" in concrete in case - 7/15/05 LEGEND ® Concrete Monument in Case • Monument • Bronze plug X Tack in Lead or Nail do Disk O set mbar w /cop #23604 GS Found pipe or rebar Nate. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with o six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standords contained in WAC 332 -130 -090. REFERENCES: Plat of Riverside interurban Tracts. Vol. 10/74 Ref. 1: Survey by Rutherford, 1965 ROS 104/77 LOT AREAS LOT 1 = 8,115 s.f. or 0.19 acres LOT 2 = 7,491 s.f. or 0.17 acres COMMUNITY DEVELOPMENT RECORDER'S CERTIFICATE filed for record this day of 20 at M in book.......of of page at the request of 7rC/s2r�/ - „�>'.1: r Mgr. Supt. of Records RECEIVED _ 'FEB 0 7 2006 Northwest corner Trott 56 R iv erside 130th St reet S 0181'48'17 "0 (c) 2 40.62' (c) Tract 50 rb °n Int 237.63 (0) Held 589'09'43 "E (c) Eost (0) LAND, SIAVEYOR'S CERTIFICATE I, %' , registered as a land surveyor by the State of Washington, certify that this plot is based on an actual survey of the lond described herein. conducted by me or under my supervision; that the distonces, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at b toter date, hove been set and lot cov., stoleQd on and as depicted on the plot. 7Ct ∎ - t 92,360 Found 1" dia. x 3.5' high pipe 0.06' west & 0.85 south of colt. position. S Tr0) of 10/74 TPO8 (Deed) z SURVEY FOR: Paul Gully 13017 Macadam Road Tukwila, WA P08 (Deed) RECORDING N0. SCALE: 1 inch - 30 N. 30' 60' PORTION OF _E of _ NE_1 /4. S._15_ T._23 N 4 _E., W.M. o, 48'17"W (o) 1 5B1' .. �I 3 0• 132.15' (c) 389'09'43 "W (c) East (0) Existing House #13017 DWN. BY LAW CHKD. BY VOL. /PAGE 30' SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Sechurst, Washington 98062 <2061 242 -6621 FAX <206)243 -9679 GATE 1/27/06 DATE FIELD 7/25/05 SCALE 1" 30' Found "X" in concrete footing for rock wall 0.05' west & 0.76' south of colt position. a a. 0 JOB N0. 472/19 PROJECT N0. 06024SP SHEET 2 OF 2 £ �o ZZO -9q so/vim Y/ N z 0 D 8 1 A SSSS -tZt -009- L JI0 f10A 380339 S8f10H 94 TWO iN3011dO13A30 A EIMn: 1001 9 I IVW O A(333ll mp : n i� 1 i10 SM. a .200. 009100* 301. ru '° � 0010•1317 n 17204 0310073 001 171111 01030201 1.07037 .03931 01 - 0. 17000 1.31 3701. Ma. 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OM MC �0 OE M . 0 vn rtE I1 7 .04 1 OW '020¢ .17.1. 0077[0.0U O0 01. 330 02071 311 Oa arNAN 1L03.03ui3M1 5* O We aa.a ` 044 70700 1 1o0m7 1 770.102 1101 3 4 0q 011.1 poi ft 0-10/73 on® i11TS®q MISDISFECIATEla GREY s®nw30IJ = MIMILIMUMMLIZIMEPPRI VINIZIEffili10101211MINI 917101LEIDINITIM7102 30' PARCEL NO. • 734060 0662 • I o oacouu - -o— .Yt4.• o[cs uo 0 —4 -- IGOZICUS pE p L P' j 3 -r Of s pPP 1 G F �PG%-N S. 126TH Wm 0Dg0 STREET 1- (EIEHV*T alma= 734:61 :6,S 10¢ LAC =APED m S IOIUT RUM Mi Rt S®01 1 IITRl M1 41 S 700 16 DIM' (IIG 00 0 S4k �Tl03X PARCEL)', >QN SMyr., IaN IEIENV4 DANIEL 734(.6! 3 m,„ Spa M RE7 .171.: D m N0 O SGYE: P.M O WM.. ° asnm,o gA1D[ NEC. b 71D3111013 4' • - - - - _— CALL 48 HOURS BEFORE YOU DIG �- 800 - 424 -5555 RECD MAR 16 2007 C OMMUNITY 4 4 z 0 03 a w d 4 f m Z1 ati z * g wo XII @I d a o g tn • CC T. w F O • W O � W 2- 0C 0 y zz 8 a C R0A - - 20' 10tH 07/13/06 °b6 -022 •v.pyoa rnpsWrm s ►rr •/n/m " w m --� — --� - -- —� - -- W (aNn man 41ST AVENUE S. / P H 0 5 P1� r 1a 5 v (!1 0 tuk i glA 11 °' g65 i a A s v nlaa) 1 I z `£ L4 0 050 >I 1 , 1 , 1 —F - 00 99 1 1 1 1 1 1 1 1 11 1 -4 0 a pp L9 11 1 I r- 20' i N I BOUNDARY / TOPOGRAPHY SURVEY DAVIS REAL ESTATE GROUP KENNETH R. ANDERSON AND ASSOCIATES. INC. Sar,Ing, Yapping end lane Nan^ 1 L of -Di FARNUM / 11EDE MO ftslh 741.1 Me. Sib o-. �i 07/1]/061 p n. 137 SC- 263,120.77 .1/.1x.1 I N K r eU KING COUNTY NA411NGTT n. 555' rose 8, •v.pyoa rnpsWrm s ►rr •/n/m " w m --� — --� - -- —� - -- W (aNn man 41ST AVENUE S. / P H 0 5 P1� r 1a 5 v (!1 0 tuk i glA 11 °' g65 i a A s v nlaa) 1 I z `£ L4 0 050 >I 1 , 1 , 1 —F - 00 99 1 1 1 1 1 1 1 1 11 1 -4 0 a pp L9 11 1 I Stole of Washington County of Kin, Lit I vr\ VVILH KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -013 DECLARATION Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declore this SHORT PLAT to be o graphic representation of soid SHORT PLAT of said and some is mode with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. On this day personally oppeored be fore me 1�(7Jt11E)L to me known to be the individual who executed the foregoing instrument and acknowledged thdit he /st+e— signed the some as his /Per voluntary oct and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of a}c>I.vr l_. 200 ( Signoture_62,&: &_6Z_ , G �A , 4 as commissioned AIlce A. Deacy . t tary' ` `: �r- �+g$poitjtme expires 6 — /6 •Og 4 tP� PUBLIC. . t DF WASO State of Washington County of On this day personally oppeored be fore me to me known to be the individual who executed the foregoing instrument and ocknowledged the he /she signed the some os his /her voluntory oct and deed for the uses and purposes mentioned therein. GIVEN under my hand o seal this doy of Signature Nome as commissioned Title My appointment expires RECORDER'S CERTIFICATE filed for record this doy of 20 at M � p in book ((�� // of at page of the request of y t.rch .ter/ cS c A N 6 h �� SJ✓ Nt/1i� /' Mgr. Supt. of Records APPROVALS: Reviewed and approved by the Short Subdivision Committee and he reb certified for filing this 11.' day of Alrxi 2.036 Chairman, Short Subdivision Committee EXISTING LEGAL DESCRIPTION BEGINNING AT A POINT 180.6 FEET SOUTH dt 237.63 FEET EAST OF THE NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; RUNNING THENCE NORTH 95 FEET TO THE TRUE POINT OF BEGINNING; THENCE EAST TO THE EAST UNE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST UNE OF SAID TRACT; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID TRACT; THENCE WESTERLY ALONG SAID NORTHERLY LINE OF SAID TRACT TO A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING. NEW LEGAL DESCRIPTIONS LOT 1 BEGINNING AT NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 00'50'17" WEST 180.60 FEET; THENCE SOUTH 89'09'43" EAST 237.63 FEET; THENCE NORTH 00'50'17" EAST 95.00 FEET; THENCE CONTINUING NORTH 00'50'17" EAST 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'48'08' EAST 119.42 FEET TO THE WESTERLY MARGIN OF 42ND AVE. SOUTH; THENCE NORTH 10'50'19" WEST, ALONG SAID MARGIN, 72.54 FEET TO THE SOUTHERLY MARGIN OF SOUTH 130TH STREET; THENCE SOUTH 81'48'17" Wr,T, ALONG SAID SOUTHERLY MARGIN, 104.56 FEET; THENCE SOIITH 00'50'17" WEST 73.38 FEET TO THE TRUE POINT OFI BEGINNING. SUBJECT TO A PRIVATE SANITARY SEWER EASEMENT RECORDING UNDER KING COUNTY RECORDING NO. Igg_417,1_2,. _yt LOT 2 BEGINNING AT NORTHWEST CORNER OF LOT 56, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 00'50'17" WEST 180.60 FEET; THENCE SOUTH 89'09'43" EAST 237.63 FEET; THENCE NORTH 00'50'17" EAST 95.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'50'17" EAST 50.00 FEET; THENCE NORTH 81'48'08" EAST 119.42 FEET TO THE WESTERLY MARGIN OF 42ND AVE. SOUTH; THENCE SOUTH 10'50'19" EAST, ALONG SAID MARGIN, 70.21 FEET ; THENCE NORTH 89'09'43" WEST 132.15 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH A PRIVATE SANITARY SEWER EASEMENT RECORDING UNDER KING COUNTY RECORDING NO. 1_,541D, SU VEY R'C CERTIFICATE I• G ' 'f � � re-/ , registered os a land surveyor by the State of Washington, certify that this plot is bosed on on octual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and ongles ore shown thereon correctly, and that monuments other than those monuments approved for settin of a later dote, hove been set and lot p/r/p� s n round os depicted on the plot. u �—i' DEPARTMENT OF ASSESSMENTS Examined and approved this /2 day of DeCQ -4OI( Sect' Nohlo Assess � aa, Deputy Assessor Account Number 7340600843 SURVEY FOR: Poul Gully 13017 Macodom Road Tukwila, WA 7ECORDING NO. 8190 PORTION OF _NW 1 /4 of _NE - 1/4, S._15 _ T._23 N., R. 4 _E., W.M. r DWN. BY LAW CHKD. BY Revised 9/14/06 DATE 1/27/06 DATE FIELD 7/25/05 SCALE VOL. /PAGE ,f 4 / c (o SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813. Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 JOB NO. 472/19 PROJECT NO. 06024SP SHEET 1 of 2 20061212900001 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -013 NOTE: 1. CONSTRUCTION ON THE LOTS WITHIN THIS SHORT PLAT SHALL COMPLY WITH THE GEOTECHNICAL ENGINEERING STUDY, BY EARTH CONSULTANTS. INC., DATED APRIL 28, 2006. 2. THIS PROPERTY IS SUBJECT TO A SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT PER KING COUNTY RECORDING Na zEsi_ I `L 22iL ' RECORDING NO. 1006121Z R60001 VOL. /PAGE 2,1/0S5 SCALE: 1 inch 30 ft 1111111 ■ 1 1 I 1 1 0 30' 60' PORTION OF _N —_1/4 of _NE_1 /4, S._15 _ T._23 N., R. 4 _E., W.M. Found pk nail in lead in concrete in case - 7/15/05 - monument. is 5.26' west of centerline East Marginal Way So. (ref.1) Tract 50 N86'58'16 "E (c) N86'08'W (ref.1) r 243.50!L..! ld) 4 .... N — N46'46'04 "E (c) N45'58'52 "E 7.91' (1 - Held) Found 3" brass disk w /large "X" in concrete in case - 7/15/05 (1) LEGEND Concrete Monument in Case ▪ Monument • Bronze plug X Tack in Lead or Nail & Disk O set rebar w /cop #23604 O Found pipe or rebar Note Field doto for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332 -130 -090. REFERENCES: Plat of Riverside interurbon Tracts. Vol. 10/74 Ref. 1: Survey by Rutherford. 1965 ROS 104/77 LOT AREAS LOT 1 = 8,115 s.f. or 0.19 acres LOT 2 = 7,491 s.f. or 0.17 acres N80'58'E (ref. 1) N81'48'17 "E (c) 159.03' (ref. 1) RECORDER'S CERTIFIC 61 . 229 ooebi filed for record this 12 day o of.P.C:1;..,20o. .atL..p.4 book" pfsa ' �y page Dg5ot the request of �1 c�vc/ Seri.. s fer L e.. r/ Sr •• r er. u„r li1..14- .5ANoe as EEC n 0 O 0 0 R, ix Wafer Sencee �t LOT 1 Private Sanitory Sewer Easement Rec. # 119. Proposed Lot Line LOT 2 to be removed North (ref.1) 500'50'17 "W (c) 30.38' (ref.1) 0 b :n ^� 0 , Northwest corner Tract 56 G ide — -- - 237.63' (D) Held -- S89'09'43"E (c) Eost (D) LA D SU $ VRYOR' CERTIFICATE I LAD -d /, . , registered as a land surveyor by the 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 appro fo s 1 a o later date. have been set and lo st ground as N81'48.17 "E (c) 240.6 (c) Tract 56 te In er —� So, 130th Street Found 1" dia. x 3.5' high pipe 0.06' west & 0.85' south of calc. position. T rd v t s 0rb SURVEY FOR: TPOB (Deed) Paul Gully 13017 Macadam Rood Tukwila, WA 0 o` 4) z = w 0 n 0 N O 0 z PO8 (Deed) 581'48' "W (c) 104.56' (c) o, 132.15' (c) N89'09'43 "W (c) East (D) Existing House (t13017 30' SCHROETER LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 811 Seehurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 OWN. BY CHKO. BY LAW _� Found "X" in concrete footing for rock wall 0.05' west & 0.76' r e south of colt position. DATE 1/27/06 DATE FIELD 7/25/05 SCALE ,- 0 a. JOB NO. 472/19 PROJECT NO. 06024SP SHEET