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Home My WebLink AboutPermit L09-050 - JOHNS JOSH / E COBBS ARCHITECTS - DUWAMISH BEND SHORT PLATDLWAMISH BEND SHORT PLAT LAND DIVISION LAND DEVELOPMENT 11734-4OPLS L09 -050 City f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION June 7, 2011 Mr. Josh Johns, E. Cobb Architects 911 Western Ave, #318 Seattle, WA 98104 RE: Duwamish Bend Short Plat L09 -050 11734 40th Place South (parcel #734060 -0080) Dear Mr. Johns, The Short Subdivision Committee has completed review of your short plat application (No. L09 -050), and determined that it complies with all applicable. City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170.-Based,on the latest project submittal, preliminary approval is granted subject to the .conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1) Demolition permits shall be obtained for removal of structures on Lot 2 and Lot 3. Demolition of these structures shall be complete prior to final short plat approval. 2) The fruit trees proposed to be removed, including two 7 -inch caliper trees and one 6 -inch caliper tree, shall be replaced with a total- of three trees per the tree replacement ratios required by Tukwila Municipal Code Chapter,18.54 Tree Regulations. Replacement locations shall be located on the same lot as those trees to be removed; two replacement trees shall be located on Lot 2, and one replacement tree shall be located on Lot 1. The location of the replacement tree on Lot 1 shall JR Page 1 of 6 06/02/2011 H:\Short Plats\Duwamish Bend\L09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206- 431 -3665 r► s be determined as part of the Public Works permit and the tree shall be planted prior to final approval of 'the Public Works Permit. The replacement location of the two trees on Lot 2 shall be determined during the building permit review for the new single - family home on Lot 2, and the new trees shall be planted prior to final approval of the building permit. Removal of any additional trees on the project site will require application for'and approval of a Tree Clearing Permit. 3) Per the conclusions and recommendations of the cultural resources survey conducted for this project under the, Shoreline. Permit (Tukwila land use file number L09 -049), a professional archaeologist who meets the Secretary of:the•Interior standards for Professional. Archaeology shall be on site to monitor excavation of the deep portions of the proposed development for archaeological resources. This monitoring shall result in a report of findings that is submitted to the State of Washington Department of Archaeology and Historic Preservation. 4) Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Document shall be recorded prior to recording of the Final Short Plat Map, and the recording --number-be shown -on the -short plat map. -(2) The Private Ingress/Egress & Utility. Easement should include language stating who will maintain the paved area, storm drainage, and utilities, and by what portion. (See sample enclosed.) 5) Owner shall sign with Notary, a Sanitary Sewer Easement Agreement (within the northern portions of proposed Lots 2 & 3, for the benefit of proposed Lots 1, 2, & 3.) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Contact Valley View Sewer District to verify easement format and language. (See sample enclosed.) 6) Owner /Applicant to complete Traffic Concurrency Certificate Application as part of the Public Works permit. The'Traffic Concurrency Fee for your project is currently $300.00. (See enclosed) 7) The proposal includes relocation of the existing power pole on proposed Lot 3 to the shared access easement (southwest corner of Lot 3). Contact the power provider (Seattle City Light) to remove the existing power pole and to install a new power pole. Power is required to be underground from the new power pole. (See red -lined portion of Civil plan sheet C4 of 41t enclosed for reference.) 8) The Seattle City Light utility pole located at the N.W. corner of South 119th and 40th Place South shall be relocated to allow fire apparatus access to 40`h Place South. Have Seattle City Light contact the Tukwila Fire Marshal. 9) Execute an Easement for Overhead and Underground of power with Seattle City Light, if required by Seattle City Light. 10) All utilities including power are required to be underground, per City of Tukwila ordinance. 11) Revise the short plat survey, to be recorded with the King County Recorder's Office, to include the following information: a. Revise the survey to remove the structures shown on Lot 2 and Lot 3, which are required to be removed prior to final:short plat approval.` b. Show on survey submitted for final short plat the proposed building outlines, with setback distances indicated, and the location where parking will be provided on each of the lots. For Lot 1, show where a minimum of two parking spaces will be located. JR Page 2 of 6 06/02/2011 H: \Short Plats\Duwamish Bend\L.09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc • 1 c. Combine the information on the two attached surveys to show the approved lot width and lot area information, as well as all approved access and utility easement information. The lot areas approved with this preliminary approval are shown on the survey sheet date - stamped February 17, 201.1— redlined with the words "Lot Dimensions ". The easements approved with this preliminary approval are shown on the survey sheet date- stamped July 21, 2010 — redlined with the word "Easements ". d. Provide legal descriptions for proposed Lots 1 thru 3 on Short Plat Map. To include "SUBJECT TO - - = - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; reference (a) Ingress, Egress, & Utilities Easement (b) Sanitary Sewer Easement - as applicable. e. Provide a legal description for the Ingress, Egress, & Utilities Easement on the Short Plat Map; and show on the Short Plat Map. f. Provide a legal description for the Storm Drainage easement on the Short Plat Map; and show on the Short Plat Map. g. Provide a legal description for the&Sanitary 'Sewer Easement on the Short P1'at'Map; and show on the Short Plat Map. h. Provide note on final short plat survey and civil plans — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." i. Provide note on final short plat survey — "Comply with the Cultural Resources Survey of Proposed Duwamish Bend Development, Tukwila, Washington," by Brett Lenz of Columbia Geotechnical Associates, Inc., dated November 1, 2010." j. Make notation on recording documents (including the short plat survey) that all three lots shall require residential fire sprinkler systems be installed.. k. Addresses on the civil plans areincorrect, please correct and show the addresses on the recording documents (short plat survey). • Lot 1— 11738 — 40th Place South • Lot 2 — 11736 — 40th Place South • Lot 3 — 11734 — 40th Place South 12) Revise Civil Plans to include the following information: a. The applicant shall apply for a Public Works (PW) type `C' permit for approval. b. Show the revised location of the power pole on Lot 3 on Civil plan sheets as part of the Public Works permit submittal. c. Provide note on civil plans — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." d. Provide note on civil plans — "A professional archaeologist who meets the Secretary of the Interior standards for Professional Archaeology shall be on site to monitor excavation of the deep portions of the proposed development for archaeological resources. This monitoring shall result in a report of findings that is submitted to the State of Washington Department of Archaeology and Historic Preservation." e. Provide note on civil plans - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. JR Page 3 of 6 H:\Short Plats\Duwamish Bend\L09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc 06/02/2011 • or �� Miscellaneous Comments 1) Contact the Property Owner to the West prior to any work within the exiting 7' Easement located adjacent to and West of this Short Plat. 2) City of Tukwila water assessment fee applies to the future Building Permits in the amount of $4,219.98 prior to 1/31/2012. . • '3). Transportation Impact Fee applies to the future Building Permits. See Pavement Mitigation and Transportation Impact Fees Bulletin no A3'= enclosed. 4) Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 5) An infrastructure design and construction standard manual, is available at the Public Works Department and on the City. Web Site. 6) An updated Tukwila Shoreline Master Plan (SMP) is expected to be adopted in the coming months. New regulations proposed in the current draft will severely limit the ability `to make additions to the existing home on Lot 1. Under the proposed regulations, single family structures which have legally non - conforming setbacks from the ordinary high water mark per the SMP buffer, shall be allowed to expand the ground floor only along the existing building line(s), so long as the existing distance from the nearest point of the structure to the OHWM is not reduced, and the square footage of the new intrusion into the buffer does not exceed 50% of the square footage of the current intrusion. As a condition of building permit approval a landscape plan showing removal of invasive plant species within the entire shoreline buffer and replanting with appropriate native species must be submitted to the City. Maintenance of these plantings through the .. establishment period is recommended. • • 7) Fire and Parks Impact Fees' will apply to the new homes, and will be assessed with building permit application fees. 8) The final grading plan must show a flat area below rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 9) Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: ,1. A survey map.as described in the application checklist thatis consistent.with all of the conditions of approval and revised per the attached redlined map. The surveyor's original signature must be on the face of the plat. 2. Separate easement/maintenance agreement documents with legal descriptions for any common access /utility infrastructure. APPEALS • This short plat approval decision is appealable to the Hearing Examiner.: One administrative appeal of the decision on the short plat; excluding challenges to the DNS, is permitted. :If no valid appeals are :filed within the.time limit, the decision of the Department will be final. JR Page 4 of 6 H:\Short Plats\Duwamish Bend\L09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc 06/02/2011 • • In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of the Notice of Decision; that is, by June ,21'201;1,. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee. of $515.. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by J ine 7, 2012, one year from the date of this preliminary approval, or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The-short plat is not complete until. the recording occurs and copies of the recorded documents are provided to the Department of Community Development. JR Page 5 of 6 06/02/2011 H: \Short Plats\Duwamish Bend\L09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc • After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, Jack Pace Chair, Short Subdivision Committee Enclosure: • Sample Private Ingress/Egress & Utility Easement and Maintenance Agreement Sample Sanitary Sewer Easement Agreement Traffic Concurrency Certificate Application and Fee Schedule Redlined Civil plan sheet C4 of 4 Redlined Survey Maps — One showing approved lot dimensions (date- stamped 2/17/2011, and another showing approved easements (date - stamped 7/21/2010) Public Works Bulletin A3 Pavement Mitigation and Transportation Impact Fees cc: Bob Giberson, Public orks Director '''��J (please initial your approval) Nick Olivas, Fire Chief (please initial your approval) Duwamish Bend LLC, Owner King County Assessor, Accounting Division Washington State Department of Ecology Gretchen Kaehler, State Department of Archaeology and Historic Preservation Laura Murphy, Archaeologist, Muckleshoot Indian Tribe JR Page 6 of 6 06/02/2011 H:\Short Plats\Duwamish Bend\L09- 050_Duwamish Bend Short Plat - Preliminary Approval.doc RETURN RECORDED DOCUMENT TO: CASEMENT LAND SURVEYORS 141133RD AVE CT SW PUYALLUP WA 98373 Document Title: Emergency Access, Ingress Egress, Drainage and utilities Easement Grantor: Duwamish Bend, LLC Grantee: Duwamish Bend, LLC Abbreviated Legal Description: Portion of the SE 'A of the NW 1/4 of SEC 10, T23N, R4E, W.M., Assessor's Parcel No(s).: 734060 -0080 Grant of an Emergency Access, Ingress, Egress, Drainage and Utilities Easement Grant of an Emergency Access Ingress Egress Drainage and Utilities Easement is made this day of , 2013, by Duwamish Bend, LLC, owners of King County Tax Parcel No(s). 734060 -0080, described herein as ( "Grantor "), in favor of Duwamish Bend, LLC, owners of Tax Parcel No(s). 734060 -0080, described herein as ( "Grantee "). RECITALS A. Grantee is the fee simple owner(s) of certain real property described in exhibit "A" attached hereto ( "Grantee Property ") B. Grantor is the fee simple owner(s) of certain real property described in exhibit `B" attached hereto ( "Grantor Property ") C. Grantor desires to grant to Grantee and Grantee desires to obtain from Grantor, an Emergency Access, Ingress Egress, Drainage and Utilities Easement on, in, under, above, over, across and through the real property which is more particularly described in Exhibit "C" and shown graphically in Exhibit "D ", both of which are attached hereto. Page 1 of 7 GRANT AND AGREEMENT NOW, THEREFORE, in consideration of mutual benefits and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Grantor grants the following easement and the parties agree as follows: Grant. Grantor hereby grants and conveys an Emergency Access, Ingress Egress, Drainage and Utilities Easement (the "Easement ") on, in, under, above, over and across the Easement Area as an Appurtenance to the Grantee Property and for the benefit of the owners of the Grantee's Property and their Successors and Assigns. Nature and Assignment of Easement and Rights. The Easement and Right granted herein shall, together with the rights and benefits thereof: (a) run with and benefit the Grantee Property, and (b) inure to the benefit of the Grantee (as the owner of the Grantee's Property) and its successors and assigns. The Easement and rights granted herein, together with the burdens thereof and obligations associated therewith, shall also: (c) run with and burden the Easement Area, and (d) bind the Grantor (as the owner of the Easement Area) and its grantees, successors and assigns. Each instrument which conveys, grants, transfers, creates or assigns any interest in all or any portion of the Grantees property shall be deemed to assign, as an appurtenance, the right to the non - exclusive use and benefit of the Easement and rights granted herein (whether or not the instrument of conveyance expressly assigns such rights). Each instrument which conveys, grants, transfers, creates or assigns any interest in all or any portion of the Easement Area, the burden of the Easement and rights granted herein and the obligations associated therewith (whether or not the instrument of conveyance expressly imposes such limitations or restrictions). Owner: The Grantor represents and warrants that they are the fee simple owner of the easement area, subject only to easements, agreements and restrictions of record, and the lien of non - delinquent real estate taxes. Governing Law: The covenants, conditions, terms and provisions of this easement shall be governed by (and construed in accordance with) the laws of the State of Washington. The paragraph headings are included only for convenience and shall not be construed to modify or affect the covenants, terms or provisions of any paragraph herein. In the event that any party to this Grant of a Private Access Easement shall commence any legal action or proceeding to enforce the terms or conditions of this Grant of a Private Access Easement, the prevailing party in such action or proceeding shall be entitled to recover reasonable attorneys' fees and costs of suit incurred in connection therewith from the other party. Easement Maintenance: The respective owners or successors of Lots 1, 2 and 3 shall each pay 1/3 of all costs related to normal repair, replacement and maintenance of the shared easement. Any costs related to repair and replacement from damage that is beyond wear and tear shall be the responsibility of the respective owners or successors responsible for causing the damage. The Easement must be restored to its original condition. Page 2 of 7 Counterpart: This Grant of an Emergency Access, Ingress Egress, Drainage and Utilities Easement may be executed in counterpart and each fully completed set of counterparts shall be deemed to be an original document. IN WITTNESS WHEREOF, The parties have duly executed this Grant of a Private Access and Utility Easement on this day of , 2013. Grantors: Cindy Firmani Member, Duwamish Bend LLC Grantees: Cindy Firmani Member, Duwamish Bend LLC STATE OF ) )SS COUNTY OF ) On this day personally appeared before me Cindy Firmani, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as there free and voluntary act and deed, for the use and purpose mentioned. Given under my hand and official Seal this day of , 2013. Notary Public Printed: Notary Public in and for the State of Washington, residing at My commission expires Page 3 of 7 GRANTEES PARCEL DESCRIPTION EXHIBIT "A" 1 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. 2 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. 3 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. Page 4 of 7 GRANTORS PARCEL DESCRIPTION(S) EXHIBIT "B" 1 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. 2 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. 3 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. Page 5 of 7 EASEMENT DESCRIPTION EXHIBIT EASEMENT FOR EMERGENCY ACCESS, INGRESS, EGRESS, DRAINAGE AND UTILITIES OVER AND ACROSS THAT PORTION OF LOTS 1, 2 AND 3, CITY OF TUKWILA SHORT PLAT L09 -050 RECORDING No. FILED WITH THE KING COUNTY RECORDER, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTH 35 FEET OF LOTS 2 AND 3, SAID SHORT PLAT AND THAT PORTION OF LOT 3 LIEING SOUTH OF 55 FOOT RADIUS ARC -THE RADIUS POINT OF WHICH IS 31.2 FEET EAST OF AND 11.8 FEET SOUTH OF THE SOUTHWEST CORNER OF SAID LOT 3. TOGETHER WITH THE WEST 13 FEET OF THE SOUTH 63.3 FEET OF LOT 3, SAID SHORT PLAT FOR EMERGENCY ACCESS AREA. AND TOGETHER WITH THE WEST 20 FEET OF THE NORTH 10 FEET OF THE SOUTH 35 FEET OF LOT 1, SAID SHORT PLAT FOR DRAINAGE AREA. Page 6 of 7 EXHIBIT "D" EASEMENTS AFFECTING CITY OF TUKWILA SHORT PLAT L09-050 KING COUNTY RECORDING No. PARCEL No. 734060 -0100 20902.2 SO. FT. 0.5 ACRES 7.0' ACCESS EASEMENT KING COUNTY RECORDING Ma 7340600081 PARCEL No. 734060 -0081 PARCEL No. 734060 -0082 14, I 0 I S I L 7.5' SANITARY SHYER EASEMENT 221.38' N 8724'02' w 212.15' .720' 4 1 IBUILDING SET BACK 1 UNE (TYPICAL) I 1 L I'I 1E a00 L ENCY RO ACCESS AREA I I 6507.5 S0 FT I I 111 63.3' zace RAG O'RAD ENEREENCY ACCESS, DIGRESS EGRESS, DRAINAGE AN0 UTILITIES EASEMENT 1. • 1 31.2' 11.8' 1"=40 FEET PARCEL No. 734060 -0103 88.00' LOT 2 6507.5 SG FT IIII IIIII■ 0 84.38' LOT 1 7887 SO FT 2 art EXISTING SINGLE FAMILY NONE 20.06 I = _ 1 .O.ORAOIAGE AREA IP ; � 1 $ 73 42 6 I z 0 20.0R INGRESS EGRESS _ _ _ I A 1 10.06 RIVER 6850' I 81.88' EASEMENT 6 EASEMENT 207.12' 218.88' S 8824'02' E 40 80 PARCEL No. 734060 -0083 SEMENT LAND SURVEYORS 1411 33RD AVE CT S PUYALLUP, WA 98373 (253) 576 -7328 PAGE 7 OF 7 RETURN RECORDED DOCUMENT TO: CASEMENT LAND SURVEYORS 141133RD AVE CT SW PUYALLUP WA 98373 Document Title: Sanitary Sewer Easement Grantor: Duwamish Bend, LLC Grantee: Duwamish Bend, LLC Abbreviated Legal Description: Portion of the SE 1/4 of the NW 1/4 of SEC 10, T23N, R4E, W.M., Assessor's Parcel No(s).: 734060 -0080 Grant of a Sanitary Sewer Easement Grant of a Private Access and Utility Easement is made this day of , 2013, by Duwamish Bend, LLC, owners of King County Tax Parcel No(s). 734060 -0080, described herein as ( "Grantor "), in favor of Duwamish Bend, LLC, owners of Tax Parcel No(s). 734060 -0080, described herein as ( "Grantee "). RECITALS A. Grantee is the fee simple owner(s) of certain real property described in exhibit "A" attached hereto ( "Grantee Property ") B. Grantor is the fee simple owner(s) of certain real property described in exhibit `B" attached hereto ( "Grantor Property ") C. Grantor desires to grant to Grantee and Grantee desires to obtain from Grantor, a Sanitary Sewer Easement on, in, under, above, over, across and through the real property which is more particularly described in Exhibit "C" and shown graphically in Exhibit "D ", both of which are attached hereto. Page 1 of 7 GRANT AND AGREEMENT NOW, THEREFORE, in consideration of mutual benefits and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Grantor grants the following easement and the parties agree as follows: Grant. Grantor hereby grants and conveys a Sanitary Sewer Utilities Easement (the "Easement ") on, in, under, above, over and across the Easement Area as an Appurtenance to the Grantee Property and for the benefit of the owners of the Grantee's Property and their Successors and Assigns. Nature and Assignment of Easement and Rights. The Easement and Right granted herein shall, together with the rights and benefits thereof: (a) run with and benefit the Grantee Property, and (b) inure to the benefit of the Grantee (as the owner of the Grantee's Property) and its successors and assigns. The Easement and rights granted herein, together with the burdens thereof and obligations associated therewith, shall also: (c) run with and burden the Easement Area, and (d) bind the Grantor (as the owner of the Easement Area) and its grantees, successors and assigns. Each instrument which conveys, grants, transfers, creates or assigns any interest in all or any portion of the Grantees property shall be deemed to assign, as an appurtenance, the right to the non - exclusive use and benefit of the Easement and rights granted herein (whether or not the instrument of conveyance expressly assigns such rights). Each instrument which conveys, grants, transfers, creates or assigns any interest in all or any portion of the Easement Area, the burden of the Easement and rights granted herein and the obligations associated therewith (whether or not the instrument of conveyance expressly imposes such limitations or restrictions). Owner: The Grantor represents, and warrants that they are the fee simple owner of the easement area, subject only to easements, agreements and restrictions of record, and the lien of non - delinquent real estate taxes. Governing Law: The covenants, conditions, terms and provisions of this easement shall be governed by (and construed in accordance with) the laws of the State of Washington. The paragraph headings are included only for convenience and shall not be construed to modify or affect the covenants, terms or provisions of any paragraph herein. In the event that any party to this Grant of a Sanitary Sewer Easement shall commence any legal action or proceeding to enforce the terms or conditions of this Grant of a Sanitary Sewer Easement, the prevailing party in such action or proceeding shall be entitled to recover reasonable attorneys' fees and costs of suit incurred in connection therewith from the other party. Easement Maintenance and cost: The cost of maintenance, repair or construction 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 and that ant disturbed portion of the easement will be returned to its original condition. Page 2 of 7 Counterpart: This Grant of a Sanitary Sewer Easement may be executed in counterpart and each fully completed set of counterparts shall be deemed to be an original document. IN WITTNESS WHEREOF, The parties have duly executed this Sanitary Sewer Easement on this day of , 2013. Grantors: Cindy Firmani Member, Duwamish Bend LLC Grantees: Cindy Firmani Member, Duwamish Bend LLC STATE OF )SS COUNTY OF On this day personally appeared before me Cindy Firmani, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as there free and voluntary act and deed, for the use and purpose mentioned. Given under my hand and official Seal this day of , 2013. Notary Public Printed: Notary Public in and for the State of Washington, residing at My commission expires Page 3 of 7 GRANTEES PARCEL DESCRIPTION EXHIBIT "A" 2 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. 3 LOT, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. Page 4 of 7 GRANTORS PARCEL DESCRIPTION(S) EXHIBIT "B" LOT 1, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. Page 5 of 7 EASEMENT DESCRIPTION EXHIBIT "C" AN EASEMENT FOR SANITARY SEWER OVER AND ACROSS THAT PORTION OF LOTS 2 AND 3, CITY OF TUKWILA SHORT PLAT L09 -050 RECORDING No. FILED WITH THE KING COUNTY RECORDER, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 7.5 FEET OF LOT 2 AND THE NORTH 5 FEET OF THE EAST 32 FEET OF LOT 3, SAID SHORT PLAT. �� Page 6 of 7 EXHIBIT "0" EASEMENTS AFFECTING CITY OF TUKWILA SHORT PLAT L09 -050 KING COUNTY RECORDING No. PARCEL No. 734060 -0100 20902.2 SO. FT. 0.5 ACRES 7.0' ACCESS EASEMENT KING COUNTY RECORDING No. 7340600081 PARCEL No. 734060 -0081 PARCEL No. 734060 -0082 1 1 I I I � A I 1 _O I 15 17 I 0 : 1"=40 FEET ml 11 1 0 40 80 L PARCEL No. 734060 -0103 7.5' SANITARY SEWER EASEMENT 221.315. N e821'02' W 212.15' 320' I —I 1 I- I�,BEDNo001 "d` 1 1 1 1 I 1100 EMERGENCY I 1 I I ! ACCESS AREA I JI 3 LOT 2 6507.5T50 FT I I 6507.5 S0 FT I L — \\ yI I I J I I63.3' 2ao o I.8 a = W RAD ; 15.0' DRAINAGE AREA I ii IO'RAD EMERGENCY ACCESS. I I ',� 42111 z DIGRESS EGRESS. o S DRAINAGE AND 1 a I UTILITIES EASEMENT ■�+ — —I 200RAR(.A EGRESS — 58.50' I �� I lOAft RIVER a 5&50' ' EASE(1...1 R1.68' ACCESS MENT 11.8' 207.12' 1 / 218.66' S B8 24'OI' E 8830' 84.38' LOT 1 7887 SO FT 0 EXISTING SINGLE FAMILY 11011E 25 eft 31.2' PARCEL No. 734060 -0083 CSEMENT LAND SURVEYORS 1411 33RD AVE CT SW PUYALLUP, WA 98373 (253) 576 -7328 PAGE 7 OF 7 •IN. THE .SOUTHEAST "QUARTER 'OF THE NORTHWEST. ;QUARTER .SECTION' 10 TOWNSHIP .23 NORTH 'RANGE 4 :EAST WILLAMETTE MERIDIAN CITY OF TUKWILA, KING COUN.TY, •WASHINGTON -- PARCEL No. 734060 -0100 PARCEL No. 734060 -0103' 20902.2 SQ. FT. 0.5. ACRES 12.1ft. 84.38'• • RPORT PARCEL, No. 734060 -0081. EXISTING SINGLE .: FAMILY HOME 20.0ft S h1 55_ S I GRAVEL ) .\ w DRIVEVAY / LOT 2 .T. . _/: 6507.5 SQ 'FT. SAIL SAMPLE 'DP -1H 20'. ACCESS AND UTILITY EASEMENT 68.50' 81.66' 10.0ft RIVER.' ! - . ACCESS `( ' EASEMENT (( PARCEL No. •. 734060 -0082 0/3 LEGENQ PARCEL No.- 734060 -0083: 0 1 O VABSS OF DATUM. SURVEY REFERENCES. THE. HORIZONTAL DATUM IS NAD83/:91 . BASED 'ON GPS DERIVED POSITIONS.' COMBINED. USAGE OF GPS EQUIPMENT (UECA::'SMARTROVER AND. LEICA RGPS SPIDER .NETWORK) AND CONVENT10I'AL' SURVEY. METHOD;-. MEETS OR. EXCEEDS THE ,STANDARDS,WAC 332- 130 -090. • THE ;VERTICAL DATUM' IS NAVD88 BASED ON THE PUBLISHED ELEVATION .OF 13.57 FOR • CITY; OF. SEATTLE BENCHMARK. No. • .93V -917 THE STATION IS A ,PK NAIL. IN THE INTERSECTION OF 4677-I AVE S..AND 4411 PL S. AT THE P1 OF 6' CYCLONE FENCES OF UNION, TANK WORKS . THE- PLAT OF RIVERSIDE . INTERURBAN TRACTS RECORDED IN VOLUME 10 OF PLATS. AT PAGE 74 RECORDS OF KING COUNTY,' WASHINGTON KING COUNTY RECORD OF SURVEY VOLUME 10 OF • SURVEYS ON PAGE 167 AUDITOR FILE NUMBER 7709239007 1"=20 FEET 20: 40 IS�IR 04/09 ./1f )\SEMENT' LAND 'SURVEYORS 1. 8815 106th ST E PUYALLUP, . WA' 98373 (253) .576. -7328 :FRANK FERMANI' DUWAMISH BEND L-LC PO BOX' 80246, SEATTLE WA 98108 -OWN. BY .'.' DATE JOB • NO. DJC 07/06/2009 8-1092-003' CHKD..BY .SCALE ' ' SHEET. • DJC. ': AS SHOWN 20F IN SECTION CITY. OF. TUKWILA SHORT PLAT THE SOUTHEAST.. QUARTER OF THE NORTHWEST QUARTER 10 TOWNSHIP 23 NORTH RANGE 4 EAST WILLAMETTE MERIDIAN CITY OF TUKWILA, KING COUNTY, . WASHINGTON 3WitPARCEL No. 734060 -0103 6.0 SNIT.RY SEWER EASEMENT 149 ("nil 441 N lrif s '02 212.15: 6508 S TT TOTAL 06U 50 ET S.OFT�I NUS 20' EASEMENT / / // / /�_Y-� 7 7 -�/ // / /269/ K/ ISj4 h� / - DINE SETBACK/ / • / uKfis NYh/ / / /_ / /I.P // / / / / / //. i /' / /// / / E. // / 1/ / • • • /. / - / , , // // J„ // / 4-- 0 bal. UR 10/0 P.IONOOPT 3N76.1 0 o= • 1 n m N EB mina MOP M MOP PM PP 0 FM was g MT UP paOMOO MEP MNOPY PAM ME POPS gar PRAY /Ol SO/Mlf aro OOP cur ma Sane 001 a* 112•11, NW a A7,73/es 8A318 OP DA1L8 THE HORIZONTAL DATUM IS NAO83/91 RASEOI ON OPS DERIVED PO 110NS COMBINED USAGE OF CPS EQUIPMENT (UECA! SMARTROVER AND LETCA RGPS SPIDER NETWORK) AND CONVENTIONAL SURVEY METHOD. MEETS OR EXCEEDS THE STANDARDS WAC 332 -130 -090 THE VERTICAL DATUM IS NAV088 BASED ON THE PUBLISHED ELEVATION OF 13.57 FOR CITY OF SEATTLE BENCHMARK No. 93V -917 THE STATION IS A PK NAIL IN THE INTERSECTION OF 46TH AVE S AND 441)1 PL S AT THE PI OF 6' CYCLONE FENCES OF UNION TANK WORKS THE PLAT OF RIVERSIDE INTERURBAN TRACTS RECORDED IN VOLUME 10 OF PLATS AT.PAGE 74 RECORDS OF KING COUNTY, WASHINGTON KING COUNTY RECORD OF ' SURVEY VOLUME 10 OF SURVEYS ON PAGE 167 -AUDITOR FILE NUMBER , 7709239007 Easetriods 1 " =20 FEET 0 20 40 CASEMENT LAND SURVEYORS 8815 106th ST E PUYALLUP, WA 98373 (253) 576 -7328 FRANK FERMANI DUWAMISH BEND LLC PO BOX 80246 SEATTLE WA 98108 OWN. BY OJC CHKD. BY DJC DATE JOB NO. 07/08/2009': 8- 1092 -003 ; SCALE AS. SHOW SHEET 20F 2 RECEIVED JUL 2 t 2010 December 3, 2013 City of Tukwila Jini Haggerton, Mayor Department of Community Development Jack Pace, Director TO: Jack Pace, Community Development Director FROM: Jaimie Reavis, Assistant Planner RE: Delay in Final Approval of Duwamish Bend Short Plat (L09 -050) The Duwamish Bend Short Plat was submitted to DCD in October of 2009. There were several issues which caused delays in the City's issuance of the shoreline substantial development Permit associated with the project and subsequent issuance of preliminary approval of the short plat. Preliminary approval of L09 -050 was granted on June 7, 2011. Below is a timeline of activities for the project since preliminary approval was issued: • August 2011: application submitted for demolition permit to remove accessory structures as required by the conditions of preliminary approval. • February 2012: Final inspection of the demolition permit. • Summer 2012: Approval of a one -year extension of the preliminary approval • July 2012: Submittal of Public Works construction permit application. • September 2012: Public Works construction permit issued. • March 12, 2013: Property owner submitted letter to DCD explaining approximately 35% of the work under the PW permit was completed in 2012 prior to the start of the winter rainy season, after which the property owner ran into significant delays caused by Seattle City Light. As of March 2013, Seattle City Light had been reviewing the project plans for close to two years and had not approved the routing plan and easements for the underground utilities on the project site. Property owner requested additional time to finish work under the PW permit to receive short plat final approval. • August 2013: Planning final inspection of PW permit approved. • August 2013- November 2013: Inconsistencies in easements and survey document required multiple reviews by DCD and PW before preliminary approval conditions were met. • November 19, 2013: Final Survey submitted for signatures. The applicant has been very responsive to make corrections and meet conditions in order to receive final short plat approval. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 190$ MEMORANDUM To: Bob Giberson via Dave McPherson Chris Flores via Don Tomaso Richard Takechi From: Jaimie Reavis RE: Duwamish Bend Short Plat Date: November 21, 2013 File: L09 -050 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi PS 1 (initials) City of Tukwila Department of Community Development FILE NUMBER L09 -049 L09 -050 Land Use Routing form for Revisions TO: uilding X Fire Dept. ❑ Police Dept ❑Parks/Rec. X Public Works: (please list the name) Project: Duwamish Bend Shoreline Permit and 3 -Lot Short Plat Address: 11734 40th Place South Date transmitted: July 22, 2010 Response requested by: August 5, 2010 Planner: Jaimie Reavis Date response received: COMMENTS Attached are revisions in response to comments sent on January 19, 2010. A copy of the comment letter sent to the applicant is attached for your reference. /7,e21,7,74.2 / - ' 5 !�'� v -mac es .,9 v' / ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: 7-‘ Z7 -f O Comments prepared by: / 0 City of Tukwila Department of Community Development FILE NUMBER L09 -049 L09 -050 Land Use Rou mg form for Revisions TO: X Building Fire Dept. ❑ Police Dept ❑Parks/Rec. X Public Works: (please list the name) Project: Duwamish Bend Shoreline Permit and 3 -Lot Short Plat Address: 11734 40th Place South Date transmitted: July 22, 2010 Response requested by: August 5, 2010 Planner: Jaimie Reavis Date response received: , COMMENTS Attached are revisions in response to comments sent on January 19, 2010. A copy of the comment letter sent to the applicant is attached for your reference. INt b C_OVI c&r S ❑ DRC review requested Plan check date: %\.:k`p ❑ Plan submittal requested Plan approved Comments prepared by: FM5 MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner irl FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: November 2, 2013 SUBJECT: Duwamish Bend — 3 Lot Short Plat 11734 — 40`h PL South Final Short Plat Comments Short Plat — L09 -050 Public Works has the following Final Short Plat comments. 1. Emergency Access, Ingress Egress, Drainage and Utilities Easement. Depiction of Easement shown on Exhibit `D' should match the Easement description on Exhibit `C'. (See enclosed Short Plat Map — sht. 2 of 2) 2. Sanitary Sewer Easement. Grantors should be Lot 2 and Lot 3. Grantees should be Lot 1 and Lot 2. Easement Description Exhibit `C' shows 7.5' easement for Lot 2 and 5' easement for Lot 3. Short Plat Map is labeled 7.5' and scales as 5' for Lots 2 & 3. 3. Verify that the Sanitary Sewer Easement (within the Northern portions of proposed Lots 2 & 3, for the benefit of proposed Lots 1, 2, & 3) is acceptable to the Valley View Sewer District. Contact Valley View Sewer District to verify easement format and language. Valley View Sewer District, 3460 S. 148`h Street, Suite 100, Tukwila 98168. District phone number is (206) 242 -3236. 4. Provide `Draft' 10' River Access Easement as shown on Short Plat Map sheet 2 of 2. Short Plat Survey Site Plan 1. Revise sheet 2 of 2 based on the above comments, as applicable. Page 1 of 1 June 3, 2011 City Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. David Walz 11816 40th Place South Tukwila, WA 98168 Dear Mr. Walz, Thank you for submitting comments for the Duwamish Bend 3 -Lot Short Plat project located at 11734 40th Place South. The City of Tukwila will be issuing preliminary approval for the short plat soon. The comments you submitted were related to two different issues: (1) the roadway of 40th Place S and (2) mailboxes for the project. site. Responses to these issues are included below. 40`h Place S After reviewing all available information, the City has determined that 40th P1 S is a Public Road. The City acquired 40th P1 S from King County in 1989, as part of an Annex called Fire District 1 under City of Tukwila Ordinance #1503. King County maintained the road prior to annexation. Information provided by the applicant's surveyor demonstrates that the area of the road is not included in the legal descriptions of adjacent parcels along 40th P1 S. Regarding your question about whether access to the new lots could be accommodated from the north, we researched this option and found that the area to the north of the project site is private property. The existing house on the project site (Tax Lot no. 734060 -0080) currently has access through 40m P1 S, and the new lots created through the short plat of the project site will also have access through 40th PIS. Mailboxes All development within the City of Tukwila must contact the Postmaster for mail box locations, standards and specifications. Adjacent property owners may contact the Duwamish Bend Applicant, if they want to coordinate or suggest a joint mailbox configuration. Please feel free to contact me with any questions related to this project at (206) 431 -3659 or jreavis@ci.tukwila.wa.us. Sincerely, 4R�'vG`c -9 Jamie Reavis Assistant Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206- 431 -3665 June 2, 2011 TO: Jack Pace Bob Giberson Nick Olivas • City of Tukwila • Jirn Haggerton, Mayor Department of Community Development Jack Pace, Director FROM: Jaimie Reavis Attached is the preliminary approval letter and attachments for the Duwamish Bend Short Plat (L09 -050). Please sign on the signature page as indicated with the tab. Sincerely, Jaimie Reavis Assistant Planner City of Tukwila (206) 431 -3659; ext. 1659 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • • MEMORANDUM TO: Department of Public Works Department of Community Development FROM: Rachel Turpin, Assistant City Attorney DATE: June 2, 2011 RE: 40th PL S in Duwamish Neighborhood ISSUE Should the City consider 40th P1 S is a public or private road for the purposes of deciding whether to approve or deny an application for a 3 lot short plat at the end of the road? FACTORS TO SUPPORT 40TH PL S AS A PUBLIC ROAD • The survey provided by the applicant concluded it was a public road, as none of the property descriptions of the homes include easements for a private road or anything like that. • King County maintained the road as a county road up until annexation in 1989 and would be willing to write a letter to this effect. • The road parcel itself cannot be traced back and or linked to any tract of land, so there is no one to assign ownership of it to, and no one has been paying taxes on it. • The 1983 County Road Inventory System shows the subject portion of 40th PL S as County Road Log No. 07070 • Current King County assessor maps show it as a public road. FACTORS TO SUPPORT 40TH PL S AS A PRIVATE ROAD • The legal description of one of the homes running along the road references the neighboring "private roadway" and several others mention the "alley." • None of the legal descriptions mention a public roadway. • Tukwila has not been maintaining the road since annexation in 1989. • An assessor's map from the 1990s showing a solid line where 40th PL S intersects with S 119`h ST, which generally indicates the boundary of a private tract. CONCERNS AND POSSIBLE LIABILITES Public Works has raised concerns about labeling 40th PL S a public roadway. They see doing so as a potential liability for the City, especially in light of the fact that the street has not been maintained for years and does not conform to the City's street specifications. Another issue • • is that when a sewer was installed under the road, the sewer district asked two of the seven property owners on the street for easements and then gave up, either because they could not or did not want to bother determining whether the road was private or public. One of the property owners from whom the sewer district obtained an easement has made it clear that he believes the developer will need to receive an easement from him. On the other hand, we could also face liability if we erroneously deny the developer preliminary short plat approval. The developer is almost certain to appeal a denial, and as there is some evidence that the road is public, and as we have exceeded the 120 day deadline for determination, we could be at risk should he do so. LEGAL ANALYSIS Under RCW 36.75.070, all public highways which have been used as public highways for seven or more years and have been worked on and kept up at the expense of the public, are county roads. 40th PL S probably meets the definition of a "highway" from RCW 36.75.010, as it is a street or road open as a matter of right to public vehicular travel. And since it was maintained by the county prior to 1989, it probably qualified as a county road when Tukwila annexed this area. Additionally, the County Road Inventory System shows 40th PL S as a county road, and the county is willing to write a letter indicating that they considered 40th PL S a county road prior to annexation. If 40`h PL S was previously a county road, under RCW 35.02.180, it would have automatically become a city road at the time of annexation. RECOMMENDATION Absent stronger evidence that 40th PL S is a private road, the most practical thing would be to treat this road as a public right of way, just as King County did prior to annexation. We will need to be able to produce a letter explaining this to any concerned neighbors, and we should be prepared to show documents in support of this conclusion. Tukwila Fire Department Interdepartmental Memo May 7, 2011 To: Jaimie Reavis From: B/C Tomas RE: L09 -050 — Duwamish Bend Short Plat Please add the following conditions to the preliminary approval letter as fire conditions. 1. Addresses on the civil plans are incorrect, please correct and show the addresses on the recording documents. • Lot 1 — 11738 — 40th Place South • Lot 2 — 11736 — 40th Place South • Lot 3 — 11734 — 40th Place South 2. Make notation on recording documents that all three lots shall require residential fire sprinkler systems be installed. 3. The Seattle City Light utility pole located at the N.W. corner of South 118th and 40th Place South shall be relocated to allow fire apparatus access to 40th Place South. Have Seattle City Light contact the Tukwila Fire Marshal. MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jamie Reavis, Assistant Planner 01 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: May 18, 2011 SUBJECT: Duwamish Bend — 3 Lot Short Plat 11734 40th PL South TL no. 734060 -0080 The following is to address comments received from David Walz, who lives at 11816 40th PL South (TL no. 734060 - 0060). I am concerned about the road (40th PL South) along my property. To my understanding, it is a private road. Since the sewer district had to have my signed approval to put their lines past my property, it would therefore seem proper that this project also contact me the same as the sewer district did. ,Public Works response - The Applicant for the proposed Duwamish Bend short plat provided survey and research information compiled by a Washington State Licensed Surveyor. Public Works made a cursory search at the King County Records Office and found no evidence beyond that provided by the Applicant's Surveyor. Valley View Sewer District View executed a Sanitary Sewer Agreement affecting adjacent property Owners. In addition, the Sewer District executed Utility Easements with certain adjacent property Owners. These easements were not obtained from all 40th PL South adjacent property Owners. Easements were executed by the Sewer District because they could not establish whether 40th PL South was Public (or) Private. Page 1 of 2 • • The roadway is narrow and cars have to run on the grass to pass each other. There is not all that much room to make the turn, on to S. 119th Street. Fences in that area have been damaged and never repaired. Public Works response - After reviewing all available information, the City has determined that 40th PL South is most likely a Public Road. The City acquired 40th PL South from King County in 1989, as part of an Annex called Fire District 1 under City of Tukwila Ordinance #1503. It may be better that access through the lot North be obtained to a road North of the project. Public Works response - The proposed Duwamish — 3 Lot Short Plat property does not have access to the North of their property. The existing house on Tax Lot no. 734060 -0080 currently has access through 40th PL South. This also brings up the question as to what is to be done with the mail boxes. Are locked boxes going to be installed? Public Works response - All development within the City of Tukwila, must contact the Postmaster for mail box locations, standards and specifications. Adjacent property Owners may contact the Duwamish Bend Applicant, if they want to coordinate or suggest a joint mailbox configuration. Page 2 of 2 February 15, 2011 Frank Fermani Duwamish Bend, LLC PO Box 80246 Seattle, WA 98108 Casement Land Surveyors Professional Quality SURVEYORS REPORT 40th Place S. In the SE 1/4 of the NW t/4 of Sec. 10, T23N, R4E WM 40th Place South is an existing road which crosses a portion of tracts 3 and 4 Riverside Interurban Tracts, recorded in Volume 10 of Plats, Page 74, Records of King County Washington, dated April 9, 1903. All roads are dedicated to the public, as indicated on the plat. 40th Place South and South 119th Street are not shown on this plat. South 119th Street is the access to the Allentown Foot Bridge and both streets are the only access to several residential parcels. A map obtained from the King County Road Services Division, labeled Sheet 2G of 4 map sheets and 28 supplemental sheets, King County Road Index Map, Dated 1983, shows 40th Place South as being County Road Number 07070 and South 119th Street as being County Road Number 07080. King County records indicate that these roads were maintained by King County road crews. The City of Tukwila was incorporated in 1908 and annexed this portion in 1989 from King County, taking over the maintenance of all roads. King County Record of Survey 2002012900007, by Gordon Rector with PACE, dated January 23, 2002 indicates that South 119th Street is a 20' Right -of -Way. ValVue Sewer district obtained easements from the 6 parcels adjoining 40th Place South for construction, access and maintenance of a water line and sewer line. As -built plans are dated January 2003. The description for parcel No. 734060 -0061 excepts out that portion lying easterly of the west margin of a private road; the description for parcel No. 734060 -0083 says Tess county road; and the description for parcel No. 734060 -0082 says to the west line of an alley. None of the other descriptions mention anything about the road. This report was prepared by: Douglas J. Casement, PLS 36793 Casement Land Surveyors 1411 33`d Ave CT SW Puyallup WA 98373 253.576.7328 d_casement @comcast.net 110215LTR.doc AGENDA - Duwamish Bend Short Plat February 11, 2011 1. Right -of -Way: Public vs. Private 2. What type of access is needed: a. For emergency services b. To meet PW standards 3. Are the necessary improvements proportional to the scope of the project? 7&1 iv uJr (moire d.!='4,14te c, , 6,1e-f- 1 o11 c o*Ik i v► ia°1 VIC(4)- cri toy rf- cite (146e, +0 12-e -z c2-I- �, 5 17 u S AA a.cceeS ho S pr vwfC - ,1¢Qr.Qs cass • Jaimie Reavis - 40th P1 S • Page 1 of 1 From: To: Date: Subject: Attachments: "Keller, Nicole" "jreavis @ ci.tukwila.wa.us" 02/09/2011 10:46 AM 40th P1 S This is a screenshot of our 1983 County Road Inventory System maps, which shows the subject portion of 40th Place S as County Road Log No. 07070, and maintained as Bituminous Surfaced Road. I checked with out road log engineer, and she said that she doesn't have records for rows that have been annexed into Tukwila. Also, I believe that our maintenance division does not keep maintenance records beyond 7 years, and therefore this map may be the only proof that we have to show it was maintained prior to annexation. Nicole A. Keller Vacations & Boundaries Engineer KCDOT - Road Services Division MS: KSC -TR -0231, 201 S. Jackson Street Seattle, WA 98104 Phone: 206.296.3731, Fax: 206.296.0567 Please note that I have a new e -mail address: Nicole.Keller@kingcounty.gov file: / /C:\ Temp\ XPgrpwise \4D52707Dtuk- mail6300 -po 100168626D 111835... 02/11/2011 E. Cobb Architects Inc. 911 WesterrWue #318 Seattle, WA 98104 206.287.0136 tel 206.742 fax www.cobbarch.com July 8th, 2010 Jaimie Reavis, Assistant Planner Tukwila Department of Community Development Tukwila, WA Jaimie, Please find the attached drawings and additional information to address the corrections in your letter dated January 19, 2010. Responding to your correction letter in the same format: Shoreline Permit L09 -049 1) Please see attached report provided by Brett Lenz (approved Archeological consultant) 2) No construction will take place within the shoreline easement at this time. The easement will ensure each property has deeded access to the river but no pier, structure or grading is proposed within the easement under this application. 3) The exiting house will remain unchanged under this application. Future renovations will address the current code at the time of the permit application. Landscape Plan 1) The revised Landscape plan locates and identifies all existing trees onsite. Trees to be removed within 200' of the shoreline have been labeled and mitigation trees have been provided per TMC Chapter 18.54. 2) See updated weed removal note on the landscape plan, no herbicide will be allowed on the property. 3) See the revised planting and percentages under planting notes. 4) See revised notes on the Landscape plan under "Pruning /Maintenance notes" 5) See revised notes on the Landscape plan under "Planting notes" 6) See revised planting note. RECEIVED [JUL 21 M COMA t Y DEVELMIggit E. Cobb Architects Inc. 91 'stern Avenue #318 Seattle, WA 98104 206.287.013.206.233.9742 fax www.cobbarch.com 7) See revised planting notes 8) See revised planting notes Short Plat L09 -050 Preliminary plat correction items: 1) See the revised lot configuration on the updated site plan. Lot 1 has been enlarged. Revised lot size and addresses have been labeled. 2) The site plan shows the defined areas for all easements. The survey has also been revised to show the revised lot configuration and easement locations. 3) See attached sewer availability certificate from Valley Vue Sewer District. 4) I have discussed the fire access issue with Fire Chief Don Tomasso and he has agreed to approve the development as proposed with sprinklers required in each home. Don has been hard to reach and may respond faster to a direct call from the planning department. Please feel free to contact me at your convenience with any questions. Sincerely, Josh Johns, E. Cobb Architects cc: F. Firmani (Wooden III LLC), Eric Cobb (E. Cobb Architects Inc) �.w • City of Tukwila Jim Haggerton. •Alayor Department of Co;niiiliility Development Jack Pace, Director To: Josh Johns, E. Cobb Architects From: Jaimie Reavis, Assistant Planner, Tukwila Department of Community Development Subject: Duwamish Bend Shoreline Substantial Development Permit (L09 -050) and Short Plat (L09 -049) Comments Date: January 19, 2010 Below is a list of technical comments, based on a review of materials submitted with your applications for a Shoreline Substantial Development Permit and Short Plat for the property located at 11734 40`h Place South in Tukwila. Materials for this application were reviewed by the Planning, Public Works, Building; and Fire Departments. Please revise plans and other materials submitted with your application to address the comments listed below: Shoreline Permit L09 -049 1) Comments were received from Laura Murphy, Archaeologist for the Muckleshoot Indian Tribe, and Gretchen Kaehler, Assistant State Archaeologist from the Washington State Department of Archaeology and Historic Preservation. Comments stressed the high probability of the project area containing archaeological resources. Gretchen Kaehler stated "Archaeological resources are protected on both public, and private lands in the state of Washington under RCW 27.53. We strongly recommend that a survey be required prior to ground disturbance for this project so that protected resources are not inadvertently damaged during construction." As'a first step to address'the concerns identified above related to archaeological resources, according to the regulations contained in TMC 18.50.110, a cultural resources assessment shall be conducted and, if warranted, an archaeological response plan and provisions for excavation monitoring by a professional archaeologist shall be made prior to beginning construction. The assessment should address the existence and significance of archaeological remains, buildings and structures on the State or Federal historic registers, observable paleontological deposits and will include review by the State Archaeologist. A list of archaeological consultants is attached. 2) Please include more detail on the design of the shoreline access easement, including design and materials used for a pathway and other facilities (benches, picnic tables, etc.) if proposed. We recommend that this access area be limited to the top of bank. If access facilities are proposed farther eastward than the top of bank (such as a boat launch or access to the water), additional permits will be required. 3) An updated Tukwila Shoreline Master Plan (SMP) is expected to be adopted in the next year. New regulations proposed in the current draft will severely limit the ability to make additions to the existing home on Lot 1: under the proposed regulations, single family structures which have legally non - conforming setbacks from the ordinary high water mark per the SMP buffer, shall be allowed to expand the ground floor only along the existing building line(s), so long as the existing distance from the nearest point of the structure to the OHWM is not reduced, and the square JR Page 1 of 5 H: \Shoreline Permits\Duwamish Bend Short Plat \L09 -049 L09 -059 Technical Comments Duwamish Bend Shoreline &Short Plat.doc 01/19/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fay: 206 -431 -3665 • footage of the new intrusion into the buffer does not exceed 50% of the square footage of the current intrusion. Landscape Plan — Please revise the landscape plan submitted with application materials to include the following information, including the addition of notes and specifications to the plan. 1) For all trees on the project site, indicate the size (diameter at breast height), and whether the tree will be preserved or removed. Any trees to be removed from the 200 -foot shoreline management area are subject to replacement according to Tukwila's Tree Regulations (TMC Chapter 18.54). If tree removal is required, a plan shall be submitted showing the proposed number, species, and location of replacement trees to mitigate for any trees that will need to be removed from the 200 -foot shoreline buffer. 2) Weed Removal Notes: Blackberries should be grubbed out by hand and /or covered by sheet mulching. No herbicide use will be allowed in the shoreline buffer unless other methods of control are not feasible, and the City has issued written approval for use of an herbicide approved for aquatic application. 3) Planting Notes: The City commends the applicant for choosing native plants for the shoreline buffer. a) Specify how the plants are to be arranged in their respective planting areas - the landscaper will need to know this. b) Trillium is very slow growing and not a good groundcover. It could be used as an accent plant, but another shade - tolerant groundcover should be selected or the percentages of the Oxalis oregana (note correct spelling) and /or sword fern should be increased. c) It is unclear how far down the slope the plantings will extend. If near the OHWM, we recommend adding Cornus sericea stakes or rooted plants to the plant mix on the slope (if conditions allow), as it tolerates water level fluctuations well and provide overhanging foliage along the river. 4) Pruning/Maintenance Notes: a) Irrigation will be required for two to three dry seasons until plants are established. Soaker hoses are an acceptable method, but responsibility for watering needs to be specified. b) Monthly maintenance for the first year to keep invasive plants under control is good. Ongoing maintenance on a less frequent basis will be needed in perpetuity, as with any landscape installation. c) Maintenance shall include replacement of dead plants as necessary. 5) Soils should be amended prior to planting to ensure plant viability (without harming existing tree roots). Specifications are needed for soil amendments (such as 3 -6 inches of Cedar Grove Compost or equivalent, tilled into native soils by hand) 6) The planting area must be mulched after planting (3 -4 inches deep) and mulch specifications are needed, as well as the requirement that mulch shall not cover the crowns of plants and shall be 2 -3 inches away from trunks of woody stems. 7) Specifications for plant quality and planting details are needed, such as but not limited to: Plants shall be container grown and native to the Puget Sound area. Plants shall not be root - bound. Planting holes shall be as deep as the root ball and twice as wide. Root balls shall be loosened or scarified prior to planting and shall not extend above the ground level. Planting holes are to be backfilled with native /amended soils and not topsoil or compost. 8) Include on Landscape Plan the species, spacing, and location of plantings that will be included in the bioretention swale. Consider plantings for a raingarden for this area. JR Page 2 of 5 01/19/2010 H:\Shoreline Permits\Duwamish Bend Short Plat1.09 -049 L09 -059 Technical Comments_Duwamish Bend Shoreline &Short Plat.doc • Short Plat L09 -050 The following must be addressed prior to preliminary short plat approval: 1) The lot area labeled on the survey for Lot 1, at 6500 square feet, is incorrect according to the lot dimensions provided. Lot 1 is a few feet under the minimum lot size of 6500 square feet. The lot lines will need to be reconfigured so that Lot 1 meets the 6500 square foot minimum lot size requirement. Note that the City of Tukwila changed its regulations in October 2009 regarding the ability to count access easement area towards lot area; you are now able to count the area of private access easements towards minimum lot size requirements in cases where the private access road will serve four or fewer lots. Since Lot 3 is larger then the required minimum, it seems the proposed lot lines can be shifted to the west, making the size of Lot 3 smaller in order to increase the size of Lot 1. 2) Ensure the width and location of all existing and proposed easements are shown on the survey map — including an easement for the bioretention facility, sewer easement, and easement for utilities located outside of access road.along the south property line on Lot 3. The access easement may be combined with storm drainage easement for the bioretention facility. '3) Provide a Sanitary Sewer Availability Certificate from Valley View Sewer District, 3460 S. 148th Street, Suite 100, Tukwila 98168. District phone number is (206) 242 -3236. 4) Work with Tukwila Fire Department and Seattle City Light (including turning radius requirements) to determine where the power pole at the corner of S 119th Street and 40th Place South will need to be relocated. The following must be addressed prior to final short plat approval: 1) The' Tukwila Fire Department has determined what the 'addresses will be for the new'lots created as part of this short plat (see attached sheet for the new addresses for each lot). Addresses for the project site will change after the short plat has been recorded. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area, storm drainage (including bioretention facility), and utilities, and by what portion. (See sample enclosed.) 3) Owner shall sign with Notary, a Sanitary Sewer Easement Agreement (within the Northern portions of proposed Lots 2 & 3, for the benefit of proposed Lots 1, 2, & 3.) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Contact Valley View Sewer District to verify easement format and language. (See sample enclosed.) 4) Owner /Applicant to complete Traffic Concurrency Certificate Application as part of the Public Works permit. (See enclosed.) 5) Contact the Power Provider (Seattle City Light) to remove the Power Pole located at the West portion of the proposed Short Plat and install a new Power Pole at the Southwest Corner of the proposed Short Plat. Power to be underground from the new Power Pole. (See red -lined portion of Civil plan sheet C4 of 4 — enclosed for reference.) JR Page 3 of 5 01/19/2010 H: \Shoreline Permits \Duwamish Bend Short Plat\L09- 049_L09 -059 Technical Comments_Duwamish Bend Shoreline &Short Plat.doc • 6) Execute an Easement for Overhead and Underground of power with Seattle City Light, if required by Seattle City Light. Short Plat Survey Site Plan 1) Add the name of the plat and City of Tukwila file number to the survey map (see attached relined survey). Make other changes as indicated according to attached redlined plans. 2) Indicate on short plat survey which structures will be removed. 3) Provide legal descriptions for proposed Lots 1 thru 3 on Short Plat Map. To include "SUBJECT TO - - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; reference (a) Ingress, Egress, & Utilities Easement (b) Sanitary Sewer Easement - as applicable. 4) : Provide a legal description for the Ingress, Egress, & Utilities Easement on the Short Plat Map; and show on the Short Plat Map. Provide a legal description for the Sanitary Sewer Easement on the Short Plat Map; and show on the Short Plat Map. 6) Provide note on final short plat map — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." Short Plat Site Development Plan 1) The applicant shall apply for a Public Works (PW) type `C' permit for approval. 2) . Contact the Power Provider (Seattle. City Light) to remove Power Pole located at the West portion of the proposed Short Plat and install a new Power Pole at the Southwest Corner of the proposed Short Plat. Power to be underground from this new Power Pole. Show on Civil plan sheet as part of the Public Works permit submittal. 3) Provide note on final short plat map — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." ) Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. Miscellaneous 1) As -built plans for sewer and water are enclosed, for your reference. 2) All utilities including power are required to be underground, per City of Tukwila ordinance. 3) Contact the Property Owner to the West prior to any work within the exiting 7' Easement located adjacent to and West of this Short Plat. 4) City of Tukwila water assessment fee applies to the future Building Permits in the amount of $4,136.84 prior to 1/31/2010 (or) $4,178.20 prior to 1/31/2011. 5) Transportation Impact Fee applies to the future Building Permits. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. JR Page 4 of 5 01/19/2010 1-I: \Shoreline Permits\Duwamish Bend Short Plat\L09 -049 L09 -059 Technical Comments_Duwamish Bend Shoreline &Short Plat.doc • 6) Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 7) An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Please let me know if you have any questions related to any of the above comments. Sincerely, W.Vz,,, fl aimie Reavis Enc.: 1) List of archaeological consultants 2) Redlined survey 3) Sheet showing new address assignments 4) Sample - Private Ingress/Egress & Utility Easement and Maintenance Agreement 5) Sample - Sanitary Sewer Easement Agreement 6) Traffic Concurrency Certificate Application 7) Red -lined Civil plan sheet C4 of 4 8) As -built plans for sewer and water (Duwamish Area Improvements). 9) Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 JR Page 5 of 01/19/2010 H: \Shoreline Permits\Duwamish Bend Short Plat\L09 -049 L09 -059 Technical Comments Duwamish Bend Shoreline &Short Plat.doc • MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: January 14, 2010 SUBJECT: Duwamish Bend — 3 Lot Short Plat 11734 — 40th PL South Shoreline, Short Plat, and Miscellaneous Comments Shoreline — L09 -049 Shoreline meets Public Works requirements. Short Plat — L09 -050 Prior to Preliminary Short Plat approval, the following comment needs to be addressed for Public Works. 1. Provide a Sanitary Sewer Availability Certificate from Valley View Sewer District, 3460 S. 148th Street, Suite 100, Tukwila 98168. District phone number is (206) 242 -3236. Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) Document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area, storm drainage, and utilities, and by what portion. (See sample enclosed.) 2. Owner shall sign with Notary, a Sanitary Sewer Easement Agreement (within the Northern portions of proposed Lots 2 & 3, for the benefit of proposed Lots 1, 2, & 3.) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Contact Valley View Sewer District to verify easement format and language. (See sample enclosed.) 3. Owner /Applicant to complete Traffic Concurrency Certificate Application as part of the Public Works permit. (See enclosed.) Page 1 of 3 • • 4. Contact the Power Provider (Seattle City Light) to remove the Power Pole located at the West portion of the proposed Short Plat and install a new Power Pole at the Southwest Corner of the proposed Short Plat. Power to be underground from the new Power Pole. (See red -lined portion of Civil plan sheet C4 of 4 — enclosed for reference.) 5. Execute an Easement for Overhead and Underground of power with Seattle City Light, if required by Seattle City Light. Short Plat Survey SitePlan 1. Provide legal descriptions for proposed Lots 1 thru 3 on Short Plat Map. To include "SUBJECT TO - - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; reference (a) Ingress, Egress, & Utilities Easement (b) Sanitary Sewer Easement - as applicable. 2. Provide a legal description for the Ingress, Egress, & Utilities Easement on the Short Plat Map; and show on the Short Plat Map. 3. Provide a legal description for the Sanitary Sewer Easement on the Short Plat Map; and show on the Short Plat Map. 4. Provide note on final short plat map — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." Short Plat Site Development Plan 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. Contact City of SeaTac, for work within their Public Right -of -Way. 2. Contact the Power Provider (Seattle City Light) to remove Power Pole located at the West portion of the proposed Short Plat and install a new Power Pole at the Southwest Corner of the proposed Short Plat. Power to be underground from the this new Power Pole. Show on Civil plan sheet as part of the Public Works permit submittal. 3. Provide note on final short plat map — "Comply with the Geotechnical Engineering Report, by Geotech Consultants, Inc. dated July 16, 2009 and subsequent geotechnical reports." 4. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. Page 2 of 3 r 1 • Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Contact the Property Owner to the West prior to any work within the exiting 7' Easement located adjacent to and West of this Short Plat. 3. City of Tukwila water assessment fee applies to the future Building Permits in the amount of $4,36.84 prior to 1/31/2010 (or) $4,178.20 prior to 1/31/2011. 4. Transportation Impact Fee applies to the future Building Permits. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 5. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 6. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 3 of 3 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pcice, Director To: Josh Johns, E. Cobb Architects From: Jaimie Reavis, Assistant Planner, Tukwila Department of Community Development Subject: Duwamish Bend Shoreline Substantial Development Permit (L09 -050) and Short Plat (L09- 049) Comments Date: January 12, 2010 Below is a list of technical comments, based on a review of materials submitted with your applications for a Shoreline Substantial Development Permit and Short Plat for the property located at 11734 40th Place South in Tukwila. Materials for this application were reviewed by the Planning, Public Works, Building, and Fire Departments. Please revise plans and other materials submitted with your application to address the comments listed below: Shoreline Permit • One comment was received during the notice period for the Shoreline Permit, from Laura Murphy, Archaeologist for the Muckleshoot Indian Tribe. According to Laura Murphy, she is concerned about the project because "there are major archaeological sites very close by ". To address this concern, a soil survey shall be conducted on the site to determine how far down native soils are located. Based on the results of the soil survey, an archaeological survey may be required. All work on the site shall follow local, state and federal regulations regarding archaeological preservation. • Please include more detail on the design of the shoreline access easement, including design and materials used for a pathway and other facilities if proposed. We recommend that this access be limited to the top of bank. If access facilities are proposed farther eastward than the top of bank (such as a boat launch or access to the water), additional permits will likely be required. • An updated Tukwila Shoreline Master Plan (SMP) is expected to be adopted in the next year. New regulations proposed in the current draft will severely limit the ability to make additions to the existing home on Lot 1: under the proposed regulations, single family structures which have legally non - conforming setbacks from the ordinary high water mark per the SMP buffer, shall be allowed to expand the ground floor only along the �V \ existing building line(s), so long as the existing distance from the nearest point of the structure to the OHWM is not reduced, and the square footage of the new intrusion into the buffer does not exceed 50% of the square footage of the current intrusion. • For all trees on the project site, indicate the size (diameter at breast height), and whether the tree will be preserved or removed. Any trees to be removed from the 200 -foot shoreline management area are subject to replacement according to Tukwila's Tree Regulations (TMC Chapter 18.54). If tree removal is required, a plan shall be submitted showing the proposed number, species, and location of replacement trees to mitigate for any trees that will need to be removed from the 200 -foot shoreline buffer. JR Page 1 of 3 H: \Shoreline Permits\Duwamish Bend Short PIat\L09 -049 L09 -059 Technical Comments Duwamish Bend Shoreline &Short Plat.doc 01/08/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 -431 -3665 Landscape Plan 1) Weed Removal Notes: Blackberries should be grubbed out by hand and /or covered by sheet mulching. No herbicide use will be allowed in the shoreline buffer unless other methods of control are not feasible, and the City has issued written approval for use of an herbicide approved for aquatic application. 2) Planting Notes: The City . commends the applicant for choosing native plants for the shoreline buffer. a) Specify how the plants are to be arranged in their respective planting areas - the landscaper will need to know this. b) Trillium is very slow growing and not a good groundcover. It could be used as an accent plant, but another shade - tolerant groundcover should be selected or the percentages of the Oxalis oregana (note correct spelling) and /or sword fern should be increased. c) It is unclear how far down the slope the plantings will extend. If near the OHWM, we recommend adding Cornus sericea stakes or rooted plants to the plant mix on the slope (if conditions allow), as it tolerates water level fluctuations well and provide overhanging foliage along the river. 3) Pruning /Maintenance Notes: a) Irrigation will be required for two to three dry seasons until plants are established. Soaker hoses are an acceptable method, but responsibility for watering needs to be specified. b) Monthly maintenance for the first year to keep invasive plants under control is good. Ongoing maintenance on a less frequent basis will be needed in perpetuity, as with any landscape installation. c) Maintenance shall include replacement of dead plants as necessary. 4) Soils should be amended prior to planting to ensure plant viability (without harming existing tree roots). Specifications are needed for soil amendments (such as 3 -6 inches of Cedar Grove Compost or equivalent, tilled into native soils by hand) 5) The planting area must be mulched after planting (3 -4 inches deep) and mulch specifications are needed, as well as the requirement that mulch shall not cover the crowns of plants and shall be 2 -3 inches away from trunks of woody stems. 6) Specifications for plant quality and planting details are needed, such as but not limited to: Plants shall be container grown and native to the Puget Sound area. Plants shall not be root - bound. Planting holes shall be as deep as the root ball and twice as wide. Root balls shall be loosened or scarified prior to planting and shall not extend above the ground level. Planting holes are to be backfilled with native /amended soils and not topsoil or compost. 7) Include on Landscape Plan the species, spacing, and location of plantings that will be included in the bioretention swale. Short Plat • The lot area labeled on the survey for Lot 1, at 6500 square feet, is incorrect according to the lot dimensions provided. Lot 1 is a few feet under the minimum lot size of 6500 square feet. The lot lines will need to be reconfigured so that Lot 1 meets the 6500 square foot minimum lot size requirement. Note that the City of Tukwila changed its JR Page 2 of 3 01/08/2010 H: \Shoreline Permits \Duwamish Bend Short Plat \L09 -049 L09 -059 Technical Comments_Duwamish Bend Shoreline &Short Plat.doc regulations in October 2009 regarding the ability to count access easement area towards lot area; you are now able to count the area of private access easements towards minimum lot size requirements in cases where the private access road will serve four or fewer lots. Since Lot 3 is larger then the required minimum, it seems the proposed lot lines can be shifted to the west, making the size of Lot 3 smaller in order to increase the size of Lot 1. • Ensure the width and location of all existing and proposed easements are shown on the survey map — including sewer easement, and an easement for utilities located outside of access road along the south property line on Lot 3. • A maintenance agreement shall be submitted for the bioretention facility, prior to final short plat approval. • Obtain and provide with resubmittal a Certificate of Sewer Availability from Valley View Sewer District. • Work with Tukwila Fire Department to determine the turning radius needed in order to determine the appropriate new location for the power pole at corner of S 119th Street and 40th Place South. • Add the name of the plat and City of Tukwila file number to the survey map (see attached relined survey). Make other changes as indicated according to attached redlined plans. • Indicate on short plat survey which structures will be removed. Miscellaneous / ft.A. c(0 el.A/t • Can the access drive be grasscrete instead of asphalt? (J • Consider use of additional plantings for the bioretention swale to allow a raingarden. • SCr f K. ° oV/,4itad v Please let me know if you have any questions related to any of the above comments. Sincerely, Jaimie Reavis Enc.: 1) Redlined plans JR Page 3 of 3 01/08/2010 H: \Shoreline Permits \Duwamish Bend Short Plat \L09 -049 L09 -059 Technical Comments_Duwamish Bend Shoreline &Short Plat.doc 232'- 0 "approx 99' -0" 62' -0" PLOT 3 9300sqft total • r7188sgft w/o roadway 5' -0 "I I v c 0 I 0 ti 1 0 E 1 I 0 ro 2 1'' 1 L Potential building footprint 4p ,nb� roposed Short Plat vamish Residences 34 40th PL S ;wila, WA N L . Potential building footprin 111�� LOT 1 6550sgft 22,400sqft TOTAL LOT SIZE PER KING COUNTY > i L.- a)1 I I -1-J 01 i-C 'E Sj '0 0) —I 110 I I 1 1 1 I1 1 I I 1 I .1 1 1 1 1 1 II I I 1 I + I I access easement I 1 J1 1 1 I I Parcel # 7340600080 Scale: 1132" =1' -0" 100'- 0 "approx 11.14.2008 E. Cobb Architects Inc. 911 Western Avenue #318 Seattle Washington 98104 From the desk of DAVID WALZ I am concerned about the road 40th place S. To my understanding, it is a privet road. Since the sewer district had to have my signed approval to put there lines pasted my property, it would there for seem only proper that this project also contact me the same as the sewer district did. The roadway is narrow and cars have to run on the grass to pass each other. There is not all that much room to make the turn, on to S 119th. Fences in that area have been damaged and never repaired. It may be better that access through the lot North be obtained to a road North of the project. This also brings up the question as to what is to be done with the mail boxes. Is locked boxes going to be installed? DBW li 1 (P r1obA- PI Sm . City of Tukwila Notice of Application Duwamish Bend Short Plat and Shoreline Substantial Development Permit Location:11734 40th Place South, parcel #734060 -0080 File #'s: L09 -049, L09 -050 Applicant: Josh Johns, E. Cobb Architects Property Owner: Duwamish Bend, LLC Project Planner: Jaimie Reavis, 206 -431 -3659 Project Description: The proposal is for approval of a Shoreline Substantial Development Permit to subdivide one lot into three lots; the existing home will remain, and two new homes are proposed with associated gravel driveway, storm drainage, and utilities. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd 4100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments on the short plat application must be received by 5:OOpm on November 30, 2009. Written comments or requests to receive notification of the final decision on the Shoreline Permit application must be received within 30 days of the Notice of Application; that is by 5:OOpm on December 16, 2009. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206 -431 -3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Duwamish Bend Short Plat and Shoreline Substantial Development Permit Location:11734 40th Place South, parcel 4734060 -0080 File #'s: L09 -049, L09 -050 Applicant: Josh Johns, E. Cobb Architects Property Owner: Duwamish Bend, LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: The proposal is for approval of a Shoreline Substantial Development Permit to subdivide one lot into three lots; the existing home will remain, and two new homes are proposed with associated gravel driveway, storm drainage, and utilities. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd # 100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments on the short plat application must be received by 5:OOpm on November 30, 2009. Written comments or requests to receive notification of the final decision on the Shoreline Permit application must be received within 30 days of the Notice of Application; that is by 5:OOpm on December 16, 2009. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206 -431 -3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Duwamish Bend Short Plat and Shoreline Substantial Development Permit tin" 'rte � � ll Iil i ariumv IMO ite Location:1 1734 40th Place South, parcel #734060 -0080 - File #'s: L09 -049, L09 -050 Applicant: Josh Johns, E. Cobb Architects Property Owner: Duwamish Bend, LLC Project Planner: Jaimie Reavis, 206 -431 -3659 Project Description: The proposal is for approval of a Shoreline Substantial Development Permit to subdivide one lot into three lots; the existing home will remain, and two new homes are proposed with associated gravel driveway, storm drainage, and utilities. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd # 100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments on the short plat application must be received by 5:OOpm on November 30, 2009. Written comments or requests to receive notification of the final decision o Permit application must be received within days of the Notice of Application; that is by 5:OOpm on December 16, 2009. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3659. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Duwamish Bend Short Plat and Shoreline Substantial Development Permit Location:1 1734 40th Place South, parcel #734060 -0080 File #'s: L09 -049, L09 -050 Applicant: Josh Johns, E. Cobb Architects Property Owner: Duwamish Bend, LLC Project Planner: Jaimie Reavis, 206 -431 -3659 Project Description: The proposal is for approval of a Shoreline Substantial Development Permit to subdividllie lot into three lots; the existing home will remain, and new homes are proposed with associated gravel driveway, storm drainage, and utilities. Comments and Appeals: The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd 4100. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Blvd., Ste 100. Comments on the short plat application must be received by 5:OOpm on November 30, 2009. Written comments or requests to receive notification of the final decision on the Shoreline Permit application must be received within 30 days of the Notice of Application; that is by 5:OOpm on December 16, 2009. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206 -431 -3659. You are receiving this notice because you are a property owner or tenant within 50011 of this project. • Cite of J tddwi1a III Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Project Number: L09 -049 & L09 -050 Mitigated Determination of Non - Significance ie R,eavis ,--- Board of Adjustment Agenda Packet Mailer's signature: Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda X Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed /attached on this _ 13 day of _November in the year 2009 W: \USERS \TERI\AFFIDAVIT OF DISTRIBUTION.DOC Project Name: Duwamish Bend Short Plat & Substantial Development Permit Project Number: L09 -049 & L09 -050 Mailing requested by: Ja' ie R,eavis ,--- Mailer's signature: / ' / /� (/1Q/ W: \USERS \TERI\AFFIDAVIT OF DISTRIBUTION.DOC N N AGENCY LABELS (X) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 (X) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( ) US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES Office of Archaeology ( ) Transportation Department (WSDOT NW) J4 Dept of Natural Resources ( ) Office of the Governor WA State Community Development (;4) ,.WA Fisheries & Wildlife D-. of So • :.. -. s Sery *. Dept of Ecology NW Regional Office, Shoreland Division Sept o Eco ogy, •A Office of Attorney General ( ) Office of Hearing Examiner ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation p4 KC Assessor's Office Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services -SEPA Info Center ( ) KC Metro Transit Div -SEPA Official, Environmental Planning \ ( ) KC Dept of Natural Resources V - (A KC Dept of Natural Resources, Andy Levesque ( ) Tukwila School District ( ) Tukwila Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 'SCHOOLS /LIBRARIES .6 Foster Library ( ) KC Public Library System ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Westfield Mall Library ( ) QWEST Communications ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev /Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Val -Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr - Lakeridge Sewer /Water Dist ( ) Seattle Public Utilities ( ) Allied Waste Services ( ) Tukwila City Departments ( ) Public Works ( ) Police ( ) Planning ( ) Parks & Rec ( ) City Clerk ( ) Fire ( ) Finance ( ) Building ( ) Mayor Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce Muckleshoot Indian Tribe \ ; (Cultural Resources ()I Fisheries Program (> Wildlife Program Duwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA f 4Duwamish River Clean Up Coalition * ( ) Washington Environmental Council t;•;/' People for Puget Sound * ( ) Futurewise * send notice of all applications on Green /Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin \Admin Forms \Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green /Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed /posted. The Notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin \Admin Forms \Agency Checklist NAME KONG,WING -HO NAKATA,LINDSAY N GUARDIANSH TRUST TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER LOCKE,VERA L & CAROL TUKWILA COMMUNITY MEMBER TRAVERS,CHARLENE M TUKWILA COMMUNITY MEMBER ADDRESS 11510 17TH AVE NE 11600 39TH AVE S 11602 40TH AVE S 11606 40TH AVE S 11608 40TH AVE S 11612 40TH AVE S 11620 40TH AVE S 11624 40TH AVE S 11636 42ND AVE S 11642 42ND AVE S 11658 42ND AVE S 11662 42ND AVE S 11666 42ND AVE S 11702 40TH AVE S 11704 40TH AVE S 11705 40TH AVE S 11706 40TH AVE S 11710 40TH AVE S 11711 40TH AVE S 11717 40TH AVE S 11722 40TH AVE S 11728 40TH AVE S 11729 40TH AVE S 11733 -1/2 40TH AVE S 11734 40TH AVE S 11801 40TH AVE S 11801 40TH PL S 11802 40TH PL S 11802 42ND AVE S 11806 40TH AVE S 11807 40TH AVE S 11809 40TH AVE S 11810 42ND AVE S 11814 42ND AVE S 11815 40TH AVE S 11816 40TH AVE S CITY ST ZIP SEATTLE WA 98125 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER WICHMANN,BRIAN HICKS,BRETT M TURNER,JAY C & DIANA J HUYNH,KHAI H TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER MURPHY,JANICE A TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER ALLSOPP,JAMES L JR STEPHENS,JAMES E & LUELLA TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA COMMUNITY MEMBER TUKWILA SCHOOL DISTRICT 11816 40TH PL S 11818 42ND AVE S 11820 40TH AVE S 11822 42ND AVE S 11823 40TH AVE S 11830 42ND AVE S 11838 42ND AVE S 11840 42ND AVE S 11850 42ND AVE S 11854 42ND AVE S 11902 INTERURBAN AVE S 11914 INTERURBAN AVE S 11918 INTERURBAN PL S 15201 MILITARY RD S 1734 GLENWOOD AVE SE 24629 35TH PL S 3225 S 276TH ST 3819 S 117TH ST 3909 S 117TH ST 3915 S 117TH ST 3916 S 117TH ST 3924 S 117TH ST 4004 S 117TH PL 4007 S 117TH PL 4016 S 117TH PL 4017 S 117TH PL 4020 S 119TH ST 4021 S 119TH ST 4025 S 119TH ST 4026 S 119TH ST 4030 S 117TH PL 4031 S 117TH PL 4032 MERIDIAN AVE N 4035 S 119TH ST 4036 S 119TH ST 4037 S 119TH ST 4640 S 144TH ST TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 BURIEN WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 SEATTLE WA 98188 RENTON WA 98058 KENT WA 98032 AUBURN WA 98001 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 SEATTLE WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 TULALIP WA 98271 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 BEHNKE,JOHN H & CHANDRA L KING COUNTY DUWAMISH COM PRESBY CHURCH TUKWILA CITY OF CARTER,LARRY M SEATTLE CITY LIGHT HAWLEY,HOWARD M WALZ, DAVI D B BERKMAN,EDWARD E SENTS,TIMOTHY E DUWAMISH BEND LLC 46924 SE 153RD ST NORTH BE WA 500 4TH AVE 500A SEATTLE WA 5230 S 137TH ST TUKWILA WA 6200 SOUTHCENTER BLVD TUKWILA WA 7428 LATONA AVE NE SEATTLE WA PO BOX 34023 SEATTLE WA PO BOX 4194 KENT WA PO BOX 69034 SEATTLE WA PO BOX 69422 TUKWILA WA PO BOX 78171 SEATTLE WA PO BOX 80246 SEATTLE WA 98045 98104 98168 98188 98115 98124 98089 98168 98168 98178 98108 • • November 2, 2009 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION Mr. Josh Johns / Mr. Eric Cobb 911 Western Ave, #318 Seattle, WA 98104 Subject: Duwamish Bend Short Plat and Shoreline Permits L09 -049 / L09 -050 Dear Mr. Johns and Mr. Cobb: Your applications for a three -lot short plat and a shoreline permit for the property located at 11734 40th Place South in Tukwila are considered complete on November 2, 2009 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 in our estimation 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 permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to call me at (206) 431 -3659 with any questions. Sincerely, aimie Reavis Assistant Planner cc. L09 -049, L09 -050 JR Page 1 of 1 11/02/2009 H: \Short Plats\Duwamish Bend\L09 -049 L09 -050 Complete Duwamish Bend.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 - 431 -3665 TO: Eig City of Tukwila Department of Community Development File Number LD9 —0 L/9 L D. OS-0 LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. Police Dept. 01 Parks /Rec Project: D cLtgtin b &mid 5)iz L t -4 BSI vy& /;itt -e,,,, , I- 0 c1 Address: 11-73y 4/0 f ` - - P l i « Cp`ti-ea-/ 7 4f v C'o -- oo D) Date transmitted 1 / // 2-/0 <, Response requested by / i g- �u i / &' e Staff coordinator .Ja i`/4 e P.. uA 3 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS • (Attach additional comment sheets and/or support materials as needed.) Plan check date:" 1 Z— 1 0 c1 Comments ' prepared by: �51 Update Update date: • • City of Tukwila Department of Community Development File Number L D —0119 LDci — S-0 LAND USE PERMIT ROUTING FORM TO: gis uilding 1 Planning L I Public WorksII Fire Dept. fI Police Dept. ICI Parks /Rec Project: 1 1 D t: want,' S `i B2o'id 5 )1 1 (P 7 4 J /i6Ye /in- F-e1 . I- Address: i1-3y Lfo ��rce sv�- CP�r� 1 7 v o - 00 ao �f CP Date transmitted I / l i 2-/0 �9 Response requested by i 9- �u //C' Staff coordinator j ifh/e J_eGc.V) 3 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., -water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date://.../ 7._&,„7 Comments Update date: prepared by: TO: City of Tukwila Department of Community Development RECEIVED NOV 13 Z009 TUKWILA PUBLIC WORKS File Number L 09 _G 119 SkolaidN+. LD%SKafP44'( LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. n Police Dept. 100 Parks /Rec Project: �7 L ! i cbt ot,imiS `7 Be' eGY S)9v7'1 i�(A4 4 646-re /,,zj- eili 1, Update date: Address: 1 i i 3 y 410 p(iice Si trut,- CP AI.62,/ 73'10 (,U -Uo o ) Date transmitted / / / / Z/v 9 Response requested by % i 9-! 0 / 1 o Staff coordinator .Ja ul'ti,"e P..w, I3 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) /¢f/o (koa1r pZ.14 - Le- - oSo ZoLe s Nor PVBu e, WAS RE Q ti jailE iit1 i . 40s6.d 04,14 p4„,'S • ) Okflyk Plan check date: Comments Update date: prepared by: r August 21, 2009 Frank Firmani Duwamish Bend, LLC PO BOX 80246 Seattle, WA 98108 5309 Shilshole Avenue NW Suite 200 Seattle, WA 98107 206.789.9658 phone 206.789.9684 fax Subject: Duwamish Bend Short Plat (Parcel 7340600080) Sensitive Area Study, Tukwila, WA Dear Frank: wm m cu+„ lko• Lon ESA Adolfson (ESA) prepared a sensitive area study for the Duwamish Bend, LLC short plat, located at 11734 40`h Place S in the City of Tukwila, Washington (Figure 1). The site consists of a 0.51 -acre parcel (King County Assessor Parcel Number 7340600080), developed with an existing single- family residence on the east portion of the property and outbuildings located in the center and northwest portions of the property. Duwamish Bend, LLC is proposing a short plat of the existing parcel in order to develop the lot with two additional single - family residences. ESA conducted this sensitive area study in support of the proposed development and permit application. Findings included in this letter are based on regulatory requirements contained in the Tukwila Municipal Code (TMC)— Chapter 18.45 Environmentally Sensitive Areas, TMC Chapter 18.54 Tree Regulations, King County Code (KCC) —Title 25 Shoreline Management, a review of existing information, and a site visit conducted on July 13, 2009. Document Review A review of existing literature, maps, and other materials was conducted to identify wetlands or site characteristics indicative of wetlands on the subject property. These sources can only indicate the likelihood of the presence of wetlands; actual wetland determinations must be based upon data obtained from field investigations. Documents reviewed include: • City of Tukwila Wetland /Watercourse Buffer Map (City of Tukwila, 2004) • King County Soil Survey (NRCS, 2006) • Priority Habitats and Species (PHS) Data (USFWS, 2007, WDFW, 2008) The site is located in the Duwamish -Green River Water Resource Inventory Area (WRIA) 9. The Duwamish River is located directly adjacent to the east of the property boundary. According to the City of Tukwila Wetland /Watercourse Buffer Map (City of Tukwila, 2004), no wetlands are mapped on or adjacent to the site. The nearest mapped feature is the Duwamish River, located to the east of the property boundary. Soil information was reviewed for the site; however, no soil data was available for the area because it is located in an urban setting. (NRCS, 2006) Duwamish Bend Sensitive Area Study Page 2 A review of Priority Habitats and Species data shows salmonid species habitat and presence in the Duwamish7 River on the east edge of the property (USFWS, 2007, WDFW, 2008). Fall Chum, Summer and Winter( `Steelhead, Fall Chinook, Coho, and Sockeye salmon are mapped as present in the Duwamish River. Wetlands are/ ralso mapped adjacent to the river to the north and south of the project area 1 Methodology Wetlands determinations were made using the Washington State Wetlands Identification and Delineation Manual (Ecology, 1997) and the Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Army Corps of Engineers, 2008). Data plot locations were marked with orange flagging tape. The Ordinary High Water Mark of the Duwamish River could not be flagged -7 c-due to the steepness of the bank; therefore, the shoreline environment designation and required development f setback set forth in KCC Title 25— Shoreline Management were determined from the surveyed top of slopes, A tree survey was not conducted as part of this study.:' Findings ESA wetland biologists Laura Brock and Rosemary Baker conducted a site visit on July 13, 2009 for the purpose of delineating critical areas and Fish and Wildlife Habitat Conservation Areas on the property. The majority of the property consists of an existing residence, associated outbuildings, and maintained lawn (Photos 1 and 2). One watercourse and Fish and Wildlife Habitat Conservation Area, the Duwamish River, was identified along the east property edge No wetlands were identified on the subject property.% Watercourse and Fish and Wildlife Habitat Conservation Area Description The Duwamish River is located downslope of the existing lawn and residence, along the eastern edge of the property. The property abuts the watercourse at approximately River Mile 7.3, in the northern Tukwila area of the Duwamish Subwatershed (King County, 2004). The property's waterfront is within the zone of tidal influence and salt water mixing, which extends to approximately River Mile 12. Although the Duwamish has been channelized and impacted by urban development, it provides habitat for several resident and anadromous fish populations (King County, 2004). Because it is a Water of the State and supports threatened salmonid species, the Duwamish River is considered a Type 1 watercourse (TMC 18.45.100.A.1) and a Fish and Wildlife Habitat Conservation Area (TMC 18.45.150.A). ESA observed non - native Himalayan blackberry (Rubus armeniacus) and knotweed (Polvgonum cuspidaium) jalong the watercourse bank (Photo 4), which consists of fine sandy sediments.' The Ordinary High Water Mark Could not be flagged because it was not accessible from the slope; however, the top of slope was flagged and surveyed by Casement Land Surveyors (Figure 2). The OHWM is believed to he within approximately two to `three feet of the top of slope. Upland Description The majority of the property consists of maintained lawn around the existing residence and outbuildings. Crabapple (Malus fusca) trees are interspersed throughout the lawn (Photos 1 and 2)/Dominant herbaceou • Duwamish Bend Sensitive Area Study Page 3 vegetation included bent grass - (Agrostis sp.), quack grass - (Agropyron repens), dandelion (Taraxacuni 'off cinale), and hairy cat's ear (Hypochaeris radicata)./ A strip of mixed deciduous and conifer forest lines the 7 'bank of,the Duwamish River at the eastern edge of the property (Photo 3): Douglas fir (Pseudotsuga menzeisii)? c": black locust (Robinia pseudoacacia), and walnut (Juglans regia) provide canopy cover along the bank at the east! ,,portion of the property.) Dominant understory vegetation in this area includes Indian plum (Oemleria cerasiformis), English ivy (Helix hedera), Himalayan blackberry, and bitter nightshade (Solanum dulcamara) / Data Ploti (DP- 1), located southeast of the existing residence, represents upland areas on the property. Bent \\V/ grass and quack grass were the dominant herbaceous vegetation, with walnut providing the dominant canopy pa` � cover. Soil at DP -1 was black (10 YR 2/1) loamy sand to a depth of 12 inches below the soil surface. Soil below tl Gt. was very dark brown (10 YR 2/2) loamy sand with faint, common dark brown (10 YR 3/3) redoximorphic features. Soil at DP -1 was dry throughout, with no hydric soil indicators or signs of hydrology observed. ESA observed similar conditions throughout the lawn area. Regulatory Implications The Duwamish River, a Water of the State, is regulated at the federal, state, and local level. Agencies with jurisdiction include the U.S. Army Corps of Engineers (Corps), Washington State Department of Ecology (Ecology), the Washington Department of Fish and Wildlife (WDFW), the City of Tukwila, and King County. Regulatory implications associated with development near watercourses include, but may not be limited to, those discussed below. Federal Regulations The Corps regulates discharges of dredged or fill materials into waters of the United States under Section 10 of the River and Harbors Act. Since development will avoid impacting or discharging dredged or fill materials into the Duwamish River, Section 10 permitting would not be necessary. State Regulations Ecology regulates shoreline environments under Section 401 of the federal Clean Water Act and.the Washington State Coastal Zone (CZM) Program. Section 401 is usually triggered through a Section 10 permit application and directs each state to certify that proposed in -water activities will not adversely affect water quality or violate state aquatic protection laws. King County is one of the 15 coastal counties in Washington regulated under the CZM Program. Activities that would affect coastal resources and involve approvals from the federal government (such as a Section 404 permit) must be evaluated for CZM compliance. Since Section 10 permitting would not be necessary for this project, Ecology would not initiate Section 401 permitting or evaluate the project for CZM compliance. WDFW regulates development in watercourses by requiring a Hydraulic Project Approval (HPA) Permit. Since the proposed project will not impact the Duwamish River, an HPA will -not be required. Local Regulations The Duwamish River is considered a Type 1 watercourse by the City of Tukwila. Typically Type 1 watercourses, which are considered shorelines of the State, are regulated by TMC 18.44— Shoreline Overlay District. However, V ESA Ad o I .ti Duwamish Bend Sensitive Area Study Page 4 because Tukwila annexed the area after implementing its Shoreline Master Program, King County Code (KCC) Title 25— Shoreline Management Regulations apply on the site. KCC Title 25 allows uses permitted in the underlying zoning district, while being consistent with local sensitive area requirements. According to the City of Tukwila Zoning Map (City of Tukwila, 2005), the property has an underlying Low Density Residential (LDR) zoning designation in addition to the shoreline environment designation, described below. Permitted uses allowed within LDR zones must also be consistent with TMC 18.44 and KCC Title 25. Any substantial development within 200 feet of any shoreline of the State which is not exempt by the Shoreline Act or shoreline regulations must obtain a shoreline substantial development permit prior to the issuance of any local permits by the City (TMC 18.44.080). All improvements over $5,718 within 200 feet of the Duwamish River are required to get a Shoreline Development Permit. Shoreline Environment Designations According to King County, the property has a shoreline "urban environment" designation (King County, 2009). Figure 2 shows the 200 foot area designated as the urban environment, which includes most of the property. This area is shown from top of slope; the top of slope is approximately two to three feet from the OHWM due to the steepness of the slope. General Requirements for Urban Environments The following general requirements apply for development in the urban environment designation, as summarized in KCC 25.16.030: • Nonwater- related development and residential development shall not be permitted waterward of the ordinary high water mark. • Except in those cases when the height requirements of the underlying zones are more restrictive, no structure shall exceed a height of thirty-five feet above average grade level. This requirement may be modified in certain circumstances, listed in KCC 25.16.030.B. • All development shall be required to comply with KCC Chapter 9.04 to control runoff and to provide adequate surface water and erosion and sediment control during the construction period. • Water quality treatment in compliance with KCC Chapter 9.04 shall be required where stormwater runoff would degrade or add to the pollution of recipient waters or adjacent properties. , • The regulations of this chapter have been categorized in a number of sections; regardless of the categorization of the various regulations, all development must comply with all applicable regulations. • The regulations of this chapter are in addition to other adopted ordinances and rules. Where conflicts exist, that which provides more protection to sensitive area shall apply; except that water dependent uses shall adhere to the applicable regulations and policies of the King County Shoreline Master Program. Es: ,1 Duwamish Bend Sensitive Area Study Page 5 Requirements for Single-family Developments in the Shoreline Urban Environment Single - family residential development is allowed in urban environments subject to the general requirements listed above and those summarized in KCC 25.16.100: • Single- family development is permitted in the underlying zone classification. • Single - family residential development shall maintain a minimum setback of twenty feet from the ordinary high water mark (Figure 2) Tree Clearing Requirements Although a tree survey was not conducted as part of this study, ESA reviewed TMC 18.54 —Tree Removal ; . _ Regulations for applicable requirements that may-pertain to this project. Removal of significant trees within 200 Meet of the shoreline requites a Tree Clearing Permit (TMC 18.54.050).) The City defines a significant tree as a tree- Which is 4 inches -or more in diameter as measure 4.5 feet above grade (TMC 18.06.775). As part of the permit approval process, the City requires that site improvements will be designed to retain and protect existing healthy trees where possible; furthermore, existing significant trees removed will require tree replacement as specified in TMC 18.54.130.3.b; TMC 18.54.080 outlines the requirements for obtaining a Tree Clearing Permit. Conclusions and Summary ESA identified a Type 1 Watercourse on the subject property. Development of the property will require a Shoreline Development Permit from the City of Tukwila under the requirements of the King County Code Title 25— Shoreline Management. IA tree survey should be conducted to determine the presence of significanttrees : t ( within 200 feet of the shoreline: A Tree Clearing Permit, which includes a tree replacement mitigation plan/ developed by a qualified professional, will be required for removal "of significant trees within 200 feet of the? (shoreline.__ _ J _- ESA Ado! Duwamish Bend Sensitive Area Study Page 6 Limitations 1 Within the limitations of schedule, budget, and scope -of -work, we warrant that this study was conducted in accordance with generally accepted environmental science practices, including the technical guidelines and criteria in effect at the time this study was performed. The results and conclusions of this report represent the authors' best professional judgment, based upon site conditions present at the time of the investigation and information provided by the project proponent in addition to that obtained during the course of this study. No other warranty, expressed or implied, is made. Thank you for the opportunity to prepare this material for you. If you have any questions, please call 206-789 - 9658. Sincerely, ESA Adolfson, Inc. z‹../ Laura Brock, Project Scientist cc: Cathie Conolly, Project Manager Attachments Figure 1: Vicinity Map Figure 2: Site Map Appendix A: Data Sheet Appendix B: Photographs References King County. 2004. Lower Green River Baseline Habitat Survey Report. King County. 2009. GIS iMap Shoreline Master Program Map Set. Accessed at: http: / /www.kingcounty.gov/ operations / GIS / Maps /iMAP /MapSets /Shoreline.aspx Tukwila. 2005. City of Tukwila Zoning Map S BOEI S 113TH ST S 114TH ST i H RED LION v' HOTEL 115TH A�� ST .5..-----051 g,„ s v FI ✓fR TR Q N c.:t''.i -. 1v.' y1N\�'nO �x GREEN S 116TH \ ST x RIl''E/ !.,�v, s` \ -< S ,' a PROJECT SITE fl DUWAMISH sr 117TH ST PARK S 117TH , p 1 INTERURBAN AV S 1 PL ▪ N y� 599 t .. �. im .._ il9TH Sr > v) \ A 51 ! > t%. Q t 1 S 120TH,PARK S 122ND N S a Lc) - N r\) v) ch c') S 1 4 H. S 1241 i S 124TH ST > QI '< a ..,s 125TH sq T a s� • 1 ?5TH 3 n' a v ..� T ,...2 s, PARK: Al '£ '4 �t 17 , COW � S 126TH ST 500 1000 2000. J N Scale in Feet SOURCE: Rand McNally & Company, 2006. Duwamish Bend Short Plat . 209384 Figure 1 Vicinity Map Tukwila, Washington 7902 3tQ F T I U 1 AI 6500 Ji\ FT MINUS �rT0' EA E.ME:I T • \ j9 T 10.0ft 63.36 f11 -t LOT 1 „,„„...^” �,/ 1 SAii 6500 SO FT \25.�ft II ,(/ A I FIJI X LOT 2 I E TOP OF SLOPE -- 6500 SO FT I #' 5� ,, hill• 009 pE 910 200' URBAN ENVIRONMENT w SHORELINE DESIGNATION i� (FROM TOP OF SLOPE) 20.0ft 42.711 20' ACCE" 4/1 UTILITY 20.0ft 65.91 ' 84.39' 207.12 LEGEND 9 33'24'02" E FOUND 770PE7731096E9 E '"r 9ErE7 EMERaLO (5 3055, {� E,:E rrPANT SET PROPER, CORN, COSErnEMErr9 36193 r , 1 • ! 7 ,,L. 00. OEOD:nWS MME - El ■_L 016 76,37 0<P 1 t fl1,r FPLNr :P (�) PqE EE . SE„£F MonNOLE 339 TREE 0 •479107' 5.E,t£P cast/ 007 B. 0t 5009(3 PEP ESaa 7/13/1009 91/CRNE00 009ER 1046 OVERHEAD TELEPHONE ONE 97076 5E4£9 (9LE (EWE LINE PARCEL No. 734060 -0083 20' SINGLE - FAMILY RESIDENTIAL DEVELOPMENT SETBACK (FROM TOP OF SLOPE) 197 01 5599E PEP 7000 7/l3/2009 SOURCE: Casement Lana Surveyors. 2009 Doman. Bend Snort Rat. 209389 Figure 2 Site Map Tukwila, Washington • WETLAND DETERMINATION DATA FORM — Western Mountains, Valleys, and Coast Region Project/Site: / I 73LI L(I)1(n piau pv.,4 , City/County: {� r. Applicant/Owner; �,)�LrJrn m;4G, pPU+// 51,01 •f Investigator(s)' �' Y ��f lG -% Section. Township, Range. Landform (hillslope, terrace, etc.): -/r/rei r_s Subregion (LRR): tat: Soil Map Unit Name: N o o; j Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.) Are Vegetation Soil , or Hydrology significantly disturbed? % ✓G Are "Normal Circumstances' present? Yes ✓ No Are Vegetation Soil or Hydrology naturally problematic? A /r) (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Pic. 4 _ t Sampling Date: 7/ State: VIA Sampling. Point: 'f — I -5 IC)/ 72,3N) 2 u.E, nl w'1�! Local relief (concave, convex, none): gyp, x.. Slope ( %): Long: Datum: NWI classification: Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Remarks: ti t, U)4, R;vel,r VEGETATION — Use scientific Tree Stratum (Plot size: Yes No Yes - No '✓ Yes No ✓ names of plants. 2. � 0-�wi YV.. 3 ho';�:c nSe donF.cf 4. Absolute % Cover 10 c(; Is the Sampled Area within a Wetland? Yes No Dominant Species? Indicator Status NI tJ f;4cu. Sapling /Shrub Stratum (Plot size: 1. 2. ) `a7 = Total Cover 3. 4. 5. Herb Stratum (Plot size: S ) 1. Aq rD(Jqf. >n 2. f- f(;r■,ti! j i '. _f 3. xek k,r. -. .;, r i.. 4. .,rp�r•o:?i...� 5. I 6: 7. 8. 9. 10. 11. Woody Vine Stratum (Plot size: 1. 2. ) Dominance Test worksheet: Number of Dominant Species That Are 081., FACW, or FAC: Total Number of Dominant Species Across All Strata: ,-2- (A) -• (8) Percent of Dominant Species That Are O8L, FACW. or FAC: / d C) (A!8) Prevalence Index worksheet: Total % Cover of: Multiply by: O81. species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) = Total Cover N 1`F.Cu N FAc 610 = Total Cover % Bare Ground in Herb Stratum = Total Cover Remarks: 1`n >t� ' .r Sri' US Army Corps of Engineers r.; Prevalence Index = 8/A Hydrophytic Vegetation Indicators: _ Dominance Test is >50% Prevalence Index is s3.01 _ Morphological Adaptations (Provide supporting data in Remarks or on a separate sheet) _ Wetland Non - Vascular Plants' Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Hydrophytic Vegetation Present? Yes ✓ No • :> G.' i , `>: )'r:" , .>> . ../ .,)A/estem Mountains, Valleys, and Coast - Interim Version SOIL Profile Description: (Describe • 7/i /(1 • Sampling Point: b P- I to the depth needed to document the indicator or confirm the absence of Indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc' Texture O —12,. .10 '/R 2. /i IOD L 5 12 Zo /v y2 z/2.. 90 /o y2 /3 /D C- /11 L.S Remarks 6ic ?cr /0 l 2O 'Type: C =Concentration, D =Depletion. RM= Reduced Matrix, CS= Covered or Coated Sand Grains Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) _ Histosot (Al) Sandy Redox (S5) _ Histic Epipedon (A2) _ Black Histic (A3) Hydrogen Sulfide (A4) _ Depleted Below Dark Surface (A11) _ Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) Stripped Matrix (S6) Loamy Mucky Mineral (F1) (except MLRA 1) Loamy Gleyed Matrix (F2) Depleted Matrix (F3) Redox Dark Surface (F6) Depleted Dark Surface (F7) Redox Depressions (F8) =Location: PL =Pore Lining, M =Matrix. Restrictive Layer (if present): Type: Depth (inches): Indicators for Problematic Hydric Soils': 2 cm Muck (A10) _ Red Parent Material (TF2) _ Other (Explain in Remarks) Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes No Remarks: 50:1 6,vI-54Pn.fr p 7 f (en ,r G �nif Ga(/ J No Cr , 1 54(v,C -11,,>rt 'aPS no f ;ice t } sir y S / Ind,' n d r ' HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required: Surface Water (Al) High Water Table (A2) check all that apply) Water- Stained Leaves (89) (except MLRA 1, 2, 4A, and 48) Salt Crust (B11) Aquatic Invertebrates (813) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres along Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) , Stunted or Stressed Plants (01) (LRR A) Other (Explain in Remarks) Saturation (A3) Water Marks (81) Sediment Deposits (B2) Drift Deposits (B3) Algal Met or Crust (84) Iron Deposits (B5) Surface Soil Cracks (B6) Inundation Visible on Aerial Imagery (87) _ Sparsely Vegetated Concave Surface (B8) Secondary Indicators (2 or more required) Water- Stained Leaves (B9) (MLRA 1, 2, 4A, and 48) _ Drainage Patterns (B10) _ Dry- Season Water Table (C2) Saturation Visible on Aerial Imagery (C9) _ Geomorphic Position (02) _ Shallow Aquitard (D3) _ FAC- Neutral Test (05) Raised Ant Mounds (D6) (LRR A) _ Frost -Heave Hummocks (D7) Field Observations: Surface Water Present? Water Table Present? Saturation Present? (includes capillary fringe) Yes No Depth (inches): Yes No k/// Depth (inches): Yes No ■/ Depth (inches): Wetland Hydrology Present? Yes No r/ Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), If available: Remarks: }4 i l Q.i'i'(E7r f.t US Army Corps of Engineers Western Mountains, Valleys, and Coast - Interim Version Duwamish Bend Short Plat Sensitive Area Study Photo 1. Typical lawn area, looking east (07/13/09). Photo 2. Fruit trees interspersed in lawn. Looking west along north property edge (07/13/09). ESA Adolfson August 2009 Photographs Page l Duwamish Bend Short Plat Sensitive Area Study Photo 3. Forested buffer along the Duwamish River at east property edge (07/13/09). Photo 4. Duwamish River, looking downslope from east property edge (07/13/09). ESA Adolfson August 2009 Photographs Page 2 GEOTECH CONSULTANTS, INC. 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 July 16, 2009 JN 09160 Duwamish Bend LLC 2400 Northwest 80th Street #162 Seattle, Washington 98117 Attention: Frank Firmani Subject: Geotechnical Engineering Reconnaissance Proposed Short Plat 11734 -40th Place South Tukwila, Washington Dear Mr. Firmani: On July 9, 2009, the undersigned Principal of Geotech Consultants visited the site of your proposed short-plat in Tukwila. The purpose of this visit was to observe the existing site conditions, and to develop opinions regarding the stability of an existing residence on the eastern side of the property. The recommendations and conclusions presented in this report are professional opinions based on the visual observations made during our site visit and on previous experience with other projects in the vicinity. No subsurface explorations were conducted for our work./ We understand that you propose to short plat the existing residential lot into three lots. The lots will be adjacent to one another in the east -west direction. A new driveway easement will be located along the southern side of the property. The existing residence at the eastern side of the site will remain on the new easternmost lot. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS The subject property is located in the northern portion of Tukwila just northeast of Highway 599. The western edge of the property is located at the right -of -way for 40th Place South, while the eastern edge is located at the Duwamish River. The property contains .a small garage near its center, and a small residence that has a basement on its eastern side. The property is nearly flat as it is located in the Duwamish River Valley. However, the river is much lower than the site; a very steep, approximately 16 to 18 feet tall bank descends into the river) bottom at the eastern edge of the property. The - existing residence is located about 20 to 22 feet, from the top of the bank. Two large trees, one being a fir tree that we estimate to be at, least 40 , j years old, are situated at the top of the bank./ More brushy vegetation, including blackberry vines,% covers the bank down to approximately 10 to 12 fee t below the top of the bank.,, The river flow during our visit was approximately 5 feet below the bottom of the vegetation, so it appears that normal river flow fluctuates between the level we observed and up to the vegetation line. The river flow rate appeared to be quite slow. Duwamish Bend LLC July 16, 2009 CONCLUSIONS AND RECOMMENDATIONS JN 09160 Page 2 Based on the vegetation on and above the river bank at the property, including two large trees at the top of the bank, it is very apparent that the bank at the eastern edge the subject property has been stable for at least 40 years. Due to this, and due to the general slow flow rate of the Duwamish River, it appears that only little erosion due to the river occurs on a regular basis. Because the residence is currently located 20 feet or more from the top of the bank, it is our professional opinion that the residence will remain stable for at least another 100 years. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our site visit. If the subsurface conditions encountered during construction are significantly different from those anticipated, we should be advised at .once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. This report has been prepared for the exclusive use of Duwamish Bend LLC, and their representatives for specific application to this project and site. Our recommendations and conclusions are based on the site materials observed and on previous experience with sites that have similar observed conditions. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of our services. No warranty is expressed or implied. We trust "that this report meets your immediate needs for the proposed development. Please contact us if we can be of further service. cc: E. Cobb Architects — Josh Johns via email to: jjohns @cobbarch.com DRW: jyb Respectfully submitted, GEOTECH CONSULTA TS, INC. D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS. INC. Tukwila Planning Department, We have been working with Minnie Dhaliwal for the preliminary planning on a proposed short plat. Minnie has been very helpful guiding us through the multiple codes that apply to our site and the requirements for the short plat. We have attached the most recent correspondence from Minnie regarding the short plat areas and lot line layouts. We have also attached the preliminary plat she is referring to in comment one. Responding to Minnie's previous comments, 1. The proposed lot line layouts and fire truck turn around have been revised to show the single fire truck turn around as originally proposed. The "previous" layout Minnie refers to is attached (11x17 color drawing) 2. The utility pole cannot be relocated without an easement from the adjacent landowner. Can the planning department please clarify the direction and space require to relocate the existing pole. (move the pole north or west ?) 3. Two parking spaces are shown on A1.0 4. The access road does cross the corner of the adjacent property with an easement. A1.0 shows the extent of the easement and a copy of the easement document is attached. 5. Understood, we have been in contact with Carol Lumb and we should still fall under King County shoreline code at our time of application. If you have any questions or need additional documentation please to not hesitate to contact me directly, Thank you, Josh Johns E. Cobb Architects 911 Western Ave, #318 Seattle, WA 98104 Phone 206.287.0136 ext 27 Fax 206.233.9742 www.cobbarch.com • 1 Jaimie Reavis - RE: 11734 40th PL South, short plat layout Page 1 of 3 From: Minnie Dhaliwal To: Josh Johns Date: 05/20/2009 5:26 PM Subject: RE: 11734 40th PL South, short plat layout Josh, The last proposal that was submitted by you shows two fire truck turn - around areas. Listed below are City's comments: 1.The Fire department does not require two fire truck turn around areas. Please revise your proposal to show only one. "Lot Area" Per TMC 18.06.505, means the total horizontal area within the boundary lines of a lot and exclusive of street right -of way, street easement, or private access roads serving more than one lot authorized pursuant to the subdivision ordinance. For the purposes of applying for the short plat the design and layout of the first proposal where the turn around was on lot 3 is acceptable. The final design and surface materials will be reviewed as part of the short plat application. Please note that the city is pursuing some housekeeping code amendments to provide clarification on the fire access roads and how they are to be considered or not considered in the minimum lot area. These code amendments along with a number of other amendments are proposed to be reviewed by the Planning Commission in June and July followed by City Council review. 2. There is a utility pole located at S. 119th and 40th PI. S., it will need to be relocated at least 5 to 10 feet from the corner. 3. Show two parking spaces on Lot 1. These spaces shall be outside the shoreline setback area. 4. The access road appears to be using a corner of the adjacent property to the east in order to meet the turning radius requirements. An easement on the adjacent property will be required. 5.Also, note that the City is in the process of updating its Shoreline Management Program. There may be limitations on expansion or remodeling of the existing structure. Please note that the above comments are only from the Planning Department. The formal review of your application shall be done by all the departments when you formally apply for a short plat application, and additional comments and or conditions may be imposed as part of the formal review process. Above listed comments cannot be interpreted to mean approval of your short plat layout. The process for short plat includes a formal application by the applicant, preliminary approval by the City, construction permit submittal by the applicant and approval by the city, construction of the infrastructure, final inspection of the construction permit by the City and finally the short plat approval followed by recording of the documents. Let me know if you have any questions. Minnie »> "Josh Johns" <jjohns @cobbarch.com> 05/20/2009 4:10 PM »> Minnie, In our last email we had asked for a response to our proposed layout by today, the 20th. We have been waiting for more than 10 weeks now and after repeated requests have not received a response or estimated timeline for a response. Our client needs a written response to the layout to determine his next steps. If we do not receive a response today I expect that you file: / /C:\ temp\ XPGrpWise\ 4B4304AFtuk- mail6300- po20020000441103 811 \GW } 00001.... 01/05/2010 will contact us with an explanation for the delay. Thank you, Josh Johns E. Cobb Architects 911 Western Ave, #318 Seattle, WA 98104 Phone 206.287.0136 ext 27 Fax 206.233.9742 www.cobbarch.com From: Eric Cobb [mailto:ecobb @cobbarch.com] Sent: Tuesday, May 12, 2009 3:45 PM To: mdhaliwal @ci.tukwila.wa.us Cc: ngierloff @ci.tukwila.wa.us; jpace @ci.tukwila.wa.us; Frank Firmani; 'Melody McCutcheon'; 'Josh Johns' Subject: 11734 40th PL South, short plat layout Ms. Dhaliwal, I am writing concerning our preliminary short plat layout for 11734 40th PL South, Parcel #7340600080, and the most recent nine week period of inaction by Tukwila. Through the course of this short plat process, beginning in November of 2008, we have submitted all requested materials in a timely manner, communicated promptly and directly, and paid all of the required fees. We understand that the Land Use review process can take time, and appreciate Tukwila's offer to review the preliminary layout in advance of the full short plat application, with complete surveying and civil engineering. However, the multiple delays in responding to this short plat layout are now impacting the land owner negatively, generating uncertainty with respect to development rights and the reliability of the Tukwila Municipal Code. Following is a brief summary of our timeline: REQUESTED PRE -APP: NOVEMBER 172008 PRE - APPLICATION MTG:DECEMBER 42009 (3 weeks) FIRETRUCK LAYOUT TO FIRE MARSHAL:DECEMBER 152009 FIRE DEPT APPROVAL:FEBRUARY 5 2009 (7 week delay) SITE LAYOUT SUBMITTED WITH FD APPROVAL:FEBRUARY 172009 DENIAL OF LAYOUT (VERBAL):MARCH 92009 (3 weeks) REVISED LAYOUT SUBMITTED:MARCH 112009 RESPONSE TO REVISED LAYOUT:unknown (9 week delay, and growing) Page 2 of 3 file: / /C:\ temp\ XPGrpWise\ 4B4304AFtuk- mail6300- po20020000441103 811 \GW } 00001.... 01/05/2010 • During the past 9 weeks, we have inquired about review status in 8 separate email messages and over 8 voice messages. In the few responses we have received, we have been told that "the Director is currently reviewing the layout ", and more recently that "the City attorney is currently reviewing the layout', with no timeline for completion offered (we asked repeatedly). We do not understand the delays, nor see any grounds for denial, as all conditions established by Tukwila, both written and verbally communicated, have been met. Our proposed subdivision layout accurately reflects the language of the Tukwila Municipal Code. We have consulted with Tukwila personnel to be as diligent as possible. Further, the application responds directly to the verbal comments by Ms. Dhaliwal with respect to the Firetruck turn - around areas serving more than two properties, counting against lot coverage, though we do not agree with this interpretation of the Tukwila Municipal Code language. Nonetheless, in the interest of cooperation and expediency, our client asked that we amend the short plat layout to reflect Ms. Dhaliwal's comments. It is this amended layout that is now stalled indefinitely for unknown reasons. We have no answers for our client, who feels strongly that the Tukwila delays are unreasonable, and hurting his development and investment opportunities. We are requesting that the preliminary short plat layout be reviewed and approved by Wednesday, May 20, 2009. This is a 10 week review cycle for a preliminary layout, which is unreasonable by any standards we are familiar with. However, our client is willing to accept this, if the process moving forward can be more expeditious and reliable, which we believe is possible. Our client presumes, given the careful attention and due diligence by all parties involved, that there will be no further changes or delays to the proposed short plat layout. We look forward to your earliest response. Sincerely, Eric Cobb Eric J. Cobb, Architect E. Cobb Architects inc 911 Western Ave #318 Seattle, WA 98104 206.287.0136 *22 tel 206.233.9742 fax www.cobbarch.com Page 3 of 3 file: / /C:\ temp\ XPGrpWise\ 4B4304AFtuk- mail6300- po20020000441103 811 \GW } 00001.... 01/05/2010 • Jaimie Reavis - Re: Josh Johns Letter Page 1 of 1 From: Minnie Dhaliwal To: Donald Tomaso Date: 04/21/2009 8:54 AM Subject: Re: Josh Johns Letter I have not sent him anything yet. We are awaiting the City Attorney's response to lot area question. Send me your new comments as soon as you can and I'll incorporate those in our response to him. Minnie »> Donald Tomaso 04/20/2009 4:59 PM »> Minnie, Have you sent out the reply to Mr. Johns yet? I was just informed by one of my crews that they cannot make the turn onto 40th Place with the new engines. This new information will affect his project. Don file: / /C:\ temp\ XPGrpWise\ 4B4304F7tuk- mail6300- po20020000441103861 \GW} 00001.... 01/05/2010 February 5, 2009 City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief Mr. Josh Johns E. Cobb Architects 911 Western Ave #318 Seattle, WA 98104 RE: Three lot short plat at 11734 40th PL S, Tukwila WA (Parcel # 7340600080) RECEIVED OCT 0 5 2009 COMMUNITY DEVELOPMENT Jear Mr. Johns; The relief requested in your proposed fire access drawing dated December 10, 2008, will be granted with the following condition: upon recording of the short plat there shall be the condition on the face sheet stating that all three homes will be equipped with residential fire sprinkler systems approved and permitted by the Tukwila Fire Department. • The required hammer head length can be reduced from 65 feet to 35 feet for the two legs. • 40th Place South, whose ownership is unknown, will not be required to be improved to 20 feet in width; the current variable width of 12 to15 feet shall be maintained. If you have any further questions, please do not hesitate to contact me at 206 - 575 -4407 or e -mail dtomaso(a�ci.tukwila.wa.us Sincerely, Battalion Chief Don Tomaso Fire Marshal /Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 1 • A CULTURAL RESOURCES SURVEY OF PROPOSED DUWAMISH BEND DEVELOPMENT, TUKWILA, WASHINGTON Prepared by: Columbia Geotechnical Associates Inc. 17503 NE 138th St. Redmond, WA 98052 Author: Brett R. Lenz February 28, 2010 RECEIVED 'hi. 21 2010 COMMUNa y DEVELOPMENT 2 ABSTRACT Duwamish Bend LLC proposes to short plat a property located at 11734 40th Place South, within the Community of Tukwila, King County, Washington. The City of Tukwila and the State of Washington Department of Archaeology and Historic Preservation required that a cultural resources survey would be completed prior to the initiation of the short plat. Columbia Geotechnical Associates Inc. conducted the survey and produced the following report. •t INTRODUCTION This report presents the results of a cultural resource assessment for a proposed short plat located at 11734 40th Place South, Tukwila, Washington as shown on the project location map (Figure 1). The project site sits on a slope overlooking the Duwamish River. Cultural Resources Research included a review of the historic and archaeological site files at the Department of Archaeology and Historic Preservation in Olympia, a review of the GLO files and a literature review. Background research identified archaeological sites in the vicinity of the project. This area lies within the usual and accustomed territory of five federally recognized Tribes: the Tulalip Tribes, the Suquamish Tribe, the Swinomish Tribe, the Muckleshoot Tribe, and the Lummi Nation. The following report describes the process and outcome of our investigations. Location and Legal Description The project site area is located in the community of Tukwila, in the southeast quarter of the northwest quarter of Section 10, Township 23 North, Range 4 East, Willamette Meridian, King County, Washington (Figure 1). The property is located on a low terrace overlooking the Duwamish River. Project Area of Potential Effect Given the fact that bounding properties are held by private land owners, CGA Inc. determined that the Area of Potential Effect for the project will be the footprint of the <1 acre parcel (Figure 1). Location, Climate and Biota The project overlooks the Duwamish River, within the Western Hemlock vegetation zone (J.F. Franklin and C.T. Dyrness 1988). The landscape has not changed significantly over the last 7,000 years. The recent to modern climate in the project vicinity is temperate, with moderate, relatively dry summers and mild, cool winters. The natural vegetation of the area has been modified to varying degrees by logging, agriculture, and urban development since the mid 1800s. Historically, the area was covered with dense forests consisting of Douglas fir, western hemlock (Tsuga heterophylla), western red cedar (Thuja plicata), big -leaf maple (Acer amplum), red alder (Alnus rubra), willow (Salix L.), and vine maple (Acer circinatum Pursh). Ferns, mosses, salal (Gaultheria shallon), Oregon grape (Mahonia aquifolium), ocean spray (Holodiscus discolor), snowberry (Symphoricarpos), wild rose (Rosa L.), red huckleberry (Vaccinium parvifolium), blackberry 4 Project Location Figure 1 Location of project on USGS 7.5 Minute Des Moines Quadrangle. Lot included in survey are represented by solid red polygon. (Rubus Eubatus), and salmonberry (Rubus spectabilis) were abundant (J.F. Franklin and C.T. Dyrness 1988). Where available, these plants continue to support a diverse range of fauna. While few species thrive in the area today, the historic period landscape would have supported a greater number of plants and animals. Black- tailed deer (0. hemionus columbianus), bear (Ursus americanus), bobcat (felis rufus), cougar (Puma concolor), wolf (Canis lupus), elk (Cervus elaphus), raccoon (Procyon lotor), skunk (Mephitis), beaver (Castor Canadensis), pheasants (Phasianus colchicus torquatus), waterfowl, heron (Cochlearius cochlearius), salmon and trout (Oncorhynchus) are some of the resources common to the area. 6 Figure 2 Location and setting of project towards South. Pre - History of Project Area The first human occupation of Washington State may date back about 14,000 years to the Manis Mastodon site at Sequim, where a possible bone point and the spirally fractured bones of a mastodon suggest human hunting and butchering (Gustafson et al. 1979). The next phase of human occupation in Washington was between 13,000 and 13,500 years ago and referred to as the Clovis culture. There have been a few isolated locales in southern and central Puget Sound, but no campsite of this culture has yet been found in Washington. Following the Clovis period, there are the Early (approximately 12,000 to 7,000 years ago), then the Middle (7,000 to 3,500 years ago) and Late (3,500 to 150 years ago) periods. Sites deposited during the Early period, typically occur on high marine and river terraces, sometimes at a significant distance from modern water courses, and consist of concentrations of cobble cores, flakes, large ovate knives, and broad - stemmed and leaf - shaped projectile points (Wessen 1990). 1 • Eustatic Sea Level rise continued through the Early period into the Middle period, eventually stabilizing between 7 -5 thousand years ago. This period of time marks a significant shift in the overall environmental scheme which allowed for the establishment of a concentrated littoral adaptation. Archaeological evidence defining this period is seen in significant, widely spread changes in subsistence economy and residential patterns. Few, yet persistent lanceolate points, not uncommon in Olcott assemblages are present during this time and ground stone, bone and antler tools, and smaller, triangular projectile points are common. During the Late Period (3,500 to 150 years ago) human lifeways changed radically, as people focused increasingly on aquatic resources; the number and diversity of sites markedly increased. People maintained permanent villages on the coast and along the lower reaches of inland rivers (Chatters 1989; 1990). They used these as home bases and storage warehouses for fish, shellfish, game, and plant foods systematically gathered during the warmer seasons. Shell - middens built up in coastal settings (Grabert 1988). Cemeteries are found adjacent to larger villages, midden sites, and fishing camps and petroglyph sites occasionally occur in higher upland environments. Small camps, left by hunters, fishers, plant gatherers, and traders are found from the lowlands well into the mountains, but usually remain close to larger, permanent sources of water. Typically, these sites are located along trade routes that linked communities living east and west of the Cascades (Burtchard 2003). Open, temporary camps, occurring as lithic scatters, are common in these settings. Blazed cedars, stripped of bark in order to make basketry or with planks removed from the base of their trunks, are still found in the lowlands (Gunther 1973). The project site is situated on a middle - Holocene terrace which has potential to hold middle to late Holocene archaeological material. Ethnography The native occupants of the project area were the Lushootseed- speaking Salish peoples who shared ties with other Puget Sound cultures (Suttles and Lane 1990). The project area lies within the traditional territory of the Duwamish people who occupied the Duwamish, Black, and lower White River drainages. Coastal Salish people relied on a diet of fish, roots, berries, and wild game. Duwamish people were divided into two general groups, one that lived on Elliot Bay and the interior people who lived on or near Lake Washington. History Tukwila was settled in the 1850's, by farmers interested in the rich alluvial farmland of the Duwamish floodplain. Located at a crossroads of the Duwamish and Green rivers, trails and railroads Tukwila was an early center of commerce. Shortly after settlement, the Indian wars led to the burning of settlers' farms in 1854 -55 (Reinartz 1991). By the 1860's, shipping was established on the Duwamish/Green and Black Rivers from Seattle to Auburn and back; the journey from Seattle to Tukwila took two days by boat. Transportation changed rapidly with 7 development of the Interurban Railroad, which operated 1902 to 1928, making it possible to travel from Seattle to Tacoma in less than an hour. Tukwila was incorporated as a City in 1908. The railway spurred population growth in the Duwamish Valley, which led owners of large tracts of land to subdivide their property into smaller, residential parcels. METHODOLOGY Review of Pertinent Literature and Map Resources On February 19, 2010, CGA Inc. conducted a records review and literature search for this project based on files held at Washington State SHPO's Department of Archaeology and Historic Preservation Office (DAHP) in Olympia, Washington. CGA Inc. staff researched archaeological site forms, cultural resource reports, maps, historic inventory forms, and National Register of Historic Places nomination forms. On February 20, 2010 we conducted a pedestrian and subsurface survey of the proposed project. RESULTS Recorded Archaeological Properties Two archaeological sites, 451{1703 and 451(1431, both prehistoric sites, exist within one mile of the Duwamish Bend short plat on the opposite shore of the Duwamish River. Survey Expectations The project area is located on a low alluvial terrace overlooking the Duwamish River. The presence of archaeological sites 1(1703 and K1431 indicate that there is potential for prehistoric archaeology to exist within the terrace sediments. Based on patterns of prehistoric, ethnographic and historic settlement and land use in this area, identifying archaeological resources associated with early through late prehistoric cultural occupation periods and historic sites associated with local agriculture was considered a moderate probability within the project area. Field Survey On February 20, 2010 we conducted a pedestrian survey of the project location. On -site vegetation was heavy and ground surface visibility was poor. Given this circumstance we completed the walkover survey then opened five subsurface probes within the footprint of the proposed project (Figure 3; Table 1). The holes were excavated to an average depth of 1.2 m. In every exposure, sediment consisted of homogenous fine - grained alluvium of the Duwamish River. None of the probes displayed evidence of archaeological resources (no shell, bone, lithics or historic debris). Conclusions and Recommendations Investigation of the proposed Duwamish Bend development area did not result in the identification of on -site archaeological resources.. No lithic debitage, fire— modified rock, • • 8 indications of shell midden or other archaeological materials were identified. Likewise, no historic period cultural materials or standing historic structures exist on the property. The short plat does not have potential to affect known archaeological resources. In the event that ground disturbing or other construction activities result in the inadvertent discovery of buried archaeology, the development work should cease, and immediate contact should be made with the appropriate Tribal contacts, as well as the Department of Archaeology and Historic Preservation in Olympia. Figure 3 Representative Shovel Probe Stratigraphy 9 1 • • 3 • 2 • 4 1 • Existing Home Duwamish River Figure 4 Location of Shovel Probes at Duwamish Bend project • • 10 REFERENCES Ames, Kenneth M., Don E. Dumond, Jerry R. Galm, and Rick Minor (1998) Prehistory of the Southern Plateau. In Plateau, edited by Deward E. Walker Jr., pages 103 -119. Volume 12 Handbook of North American Indians, William C. Sturtevant, General Editor. Smithsonian Institution, Washington D.C. Boas, Franz and James Teit (1930). The Salishan Tribes of the Western Plateau. Lancaster, Pennsylvania and New York: Annual Report of the Bureau of American Ethnology 45:23- 197, 295 -396, 447 -758 Bouchard, Randall T. and Dorothy I.D. Kennedy (1984). Indian History and Knowledge of the Lower Similkameen River - Palmer Lake Area, Okanogan County, Washington: Report prepared for USACOE Seattle District. Bryan, Alan L. (1963). An archaeological survey of northern Puget Sound. Occasional Papers of the Idaho State University Museum No. 11. Idaho State University Museum, Pocatello Idaho. Burtchard, Greg C. (2003). Environment, Prehistory & Archaeology of Mount Rainier National Park, Washington. Butler, B. Robert (1961). The Old Cordilleran Culture in the Pacific Northwest. Occasional Papers of the Idaho State College Museum, No. 5. Idaho State College, Pocatello. Chance, David H. and Jennifer Chance 1985 Kettle Falls 1978: Further Archaeological Excavations in Lake Roosevelt. University of Idaho Anthropological Reports No. 84. Alfred W. Bowers Laboratory of Anthropology, Moscow. Cannon, Michael D. and David J. Meltzer. (2004). Early Paleoindian foraging: examining the faunal evidence for large mammal specialization and regional variability in prey choice: Quaternary Science Reviews 23 Carlson, Roy. (1990). Cultural Antecedents. In Northwest Coast, Handbook of North American Indians. W. Settles, ed. Washington, D.C., Smithsonian Institution Press. Vol. 7. Cole, Douglas and David Darling. (1990). "History of the early period." In Handbook of North American Indians. Vol. 7. Northwest Coast. pp.l 19 -134. Ed. Wayne Suttles. Smithsonian Institution, Washington D.C. Easterbrook, D.J. (1994a) Chronology of pre -late Wisconsin Pleistocene sediments in the Puget Lowland, Washington, in Lasmanis, R., and Cheney, E.S., eds., Regional geology of Washington State: Washington Division of Geology and Earth Resources Bulletin 80, 191- 206. (1994b). Stratigraphy and chronology of early to late Pleistocene glacial and interglacial sediments in the Puget Lowland, Washington, in Swanson, D.A., and Haugerud, R.A., eds., Geologic field trips in the Pacific Northwest (published for the 1994 Annual • • 11 Meeting of the Geological Society of America): Seattle, Wash., University of Washington, p. 1J -1 -38. Fladmark, Knut. (1982) An Introduction to the Prehistory of British Columbia. Canadian Journal of Archaeology 6:95 -156. Franklin, J.F., and C.T. Dyrness. (1988). Natural vegetation of Oregon and Washington. Corvallis, Oregon: Oregon State University Press. Gramly, Richard Michael. (1991). The Richey Clovis cache; Persimmon Press, Buffalo, NY Gustafson, C. E., Dilbow, and R. Daugherty. (1979). The Manis mastadon site: Early man on the Olympic Peninsula. Canadian Journal of Archaeology 3:157 -164. Honey, William, John A. Draper, and Sandra Snyder (1979). A Survey and Evaluation of Cultural Resources Phase I of the Oroville - Tonasket Unit Extension, Department of Anthropology Oregon State University, Corvallis, Oregon. Huckleberry, Gary, Lenz, Brett R., Gough, Stan and Jerry Galm, (2003). Recent geoarchaeological discoveries in central Washington: GSA Field Guide 4: Western Cordillera and Adjacent Areas pp. 237 -249 Kennedy, Dorothy, and Randall T. Bouchard, (1998). In Plateau, Handbook of North American Indians. W. Settles, ed. Washington, D.C., Smithsonian Institution Press. Vol. 12. Kincade, M. Dale, Elmendorf, William W., Rigsby, Bruce and Haruo Aoki, (1998). Languages. In Plateau, Handbook of North American Indians. W. Settles, ed. Washington, D.C., Smithsonian Institution Press. Vol. 12. Kirk, Ruth and Carmela Alexander. (1990). Exploring Washington's past: a road guide to history. University of Washington Press, Seattle, Wash. Lenz, Brett R. (2006). Geoarchaeology of the Richey Clovis cache, east Wenatchee, Washington. Paper presented at the 2006 American Quatemary Meetings, Boseman, MT. Lenz, Brett R. (In prep). Initial colonization of the Columbia Plateau, Pacific Northwest, USA. doctoral dissertation, Department of Archaeology and Ancient History, University of Leicester, United Kingdom. Leonhardy, Frank C. and David G. Rice 1970 A Proposed Culture Typology for the Snake River Region of Southeastern Washington. Northwest Anthropological Research Notes 4(1):1 -29. Moscow. Lewarch, Dennis E. and James R. Benson. (1989). Prehistoric upland land use in the Yakima Folds Region of the Western Columbia Plateau. Archaeology in Washington 1:31 -47. Matson, D.G., and G. Copeland. (1995). Prehistory of the northwest coast. San Diego California: Academic Press. 12 Meany, Edmond S. (1910) History of the State of Washington. The Macmillan Company, New York. Mehringer, P. J., Jr. (1985). Age of the Clovis cache at east Wenatchee, Washington. Report to the Washington State Preservation Office. On file, Department of Anthropology, Washington State University, Pullman. Morgan, V.E. (1999). The SR -1 -1 Sequim bypass archaeological project: Mid- to Late- Holocene occupation on the Olympic Peninsula, Clallam County, Washington. Reports in Archaeology and History. No. 100 -108. Cheney, Washington: Eastem Washington University. Nelson, Charles M. 1969 The Sunset Creek Site (45- KT -28) and its Place in Plateau Prehistory. Laboratory of Anthropology Report of Investigation 47(or 46), Washington State University, Pullman. Pokotylo, D. L. and D. Mitchell (1998) Prehistory of the Northern Plateau. In Handbook of North American Indians, Volume 12, Plateau, edited by D. E. Walker, pp. 81 - 102. Smithsonian Institution, Washington D. C. Ray, Veme (1939). Cultural relations in the Plateau of Northwestern America. Publications of the Frederick Webb Hodge Anniversary. Publication Fund 2. Los Angeles: Southwestern Museum. Richards, Thomas H. and Michael K. Rousseau. (1987). Late Prehistoric Cultural Horizons on the Canadian Plateau. Department of Archaeology Publication No. 16. Simon Fraser University, Burnaby, British Columbia. Speir, Leslie. (1938). The Sinkaietk or Southern Okanogan of Washington. General Series in Anthropology 6; Contributions from the Laboratory of Anthropology 2. Menasha, Wis.: George Banta. Teit, James A. (1930). The Salishan Tribes of the Western Plateaus. Franz Boas ed.. Pp. 23 -396 in 45th Annual Report of the Bureau of American Ethnology for 1927 to 1928. Washington. • 5,Aof i -f ee,ortu- 4\atAk4 Jew\ ce, c.1 r.w cWcl (Sin1efami1Y structures in single- or multiple family residential zone districts, which have legally non - conforming setbacks from the OHWM per the SMP buffer, shall be allowed to expand the ground floor only along the existing building line(s), so long as the existing distance from the nearest point of the structure to the OHWM is not reduced, and the square footage of new intrusion into the buffer does not exceed 50% of the square footage of the current intrusion. As a condition of building permit approval a landscape plan showing removal of invasive plant species within the entire shoreline buffer and replanting with appropriate native species must be submitted to the City. Maintenance of these plantings through the establishment period is recommended. 7. For the purposes of this section, altered or partially reconstructed is defined as work that does not exceed 50% of the assessed valuation of the building over a three year period. 8. A non - conforming —use, within a non - conforming structure, shall not be allowed to expand into any other portion of the structure. C. Requests for Time Extension — Nonconforming Uses and Structures A property owner may request, prior to the end of the 24 . consecutive months, an extension of time beyond the 24 consecutive months. Such a request may be approved only when: 1. For a nonconforming use, a finding is made that no reasonable alternative conforming use is practical; 2. For a nonconforming structure, special economic circumstances prevent the lease or sale of said structure within 24 months; and 3. The applicant restores and /or enhances the shoreline buffer on the property to offset the impact of the continuation of the pre- existing use. For nonconforming uses, the amount of buffer to be restored and /or enhanced will be determined based on the percentage of the existing building used by the nonconforming use for which a time extension is being requested. Depending on the size of the area to be restored and/or enhanced, the Director may require targeted plantings rather than a linear planting arrangement. The vegetation management standards of this Program shall be used for guidance on any restoration/enhancement. For nonconforming structures, for each six month extension of time requested, 15% of the available buffer must be restored/enhanced. Conditions may be attached to the permit that are deemed necessary to assure compliance with the above findings, the requirements of the master program and the Shoreline Management Act and to assure that the use will not become a nuisance or a hazard. CL 141 12/16/2009 4:36:00 PM W:\Shoreline \Council Review \\Document \Council SMP 12 -14 -09 14816 Military Road P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR i Commercial: $100 • ❑ Certificate of Sewer Nori- Availability j t ii Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD j S tl- ? Sw Proposed Use: 1 Al Residential Single Family ❑ Residential Multi - Family I Z�' oi36 27 Phone: Applicants Name: � O� �7 2e- � Tax Lot Number: 1 O Property Address or Approximate Location: � 7540‘000$ f 1134 '4O9. 'L S. TVKw1LPe Legal Description(Attach Map and Legal Description if;necessary): L `' ¶ 5 M ` /zli a of P/C e s log 1 Mike vd�� pew +z1gSFr voF WLN ,a Short Subdivision -3 ❑ Rezone ❑ Other ❑ Commercial ❑ Other � !1;: 1. a. Sewer Service will be provided by side sewer connection only to an existing _IQ_ _ :_. size sewer 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: trunk 1:1 (i) feet of sewer 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. 1761 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, I OR ❑ b Pnnextlldn or BRB approval will lies necessary to prL1' Je service. 4. Service is subject to the following: PERMIT: $ l 0 0 .:! I a. District Connection Charges due prior to connection /ea fit nes✓ 110 T GFC: $1891 SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) 1 A King County /METRO Capacity Charge will be billed directly by King County after connection to the-sewer system. b. Easements: VD Required ❑ May be Required C pvYi►GG c&G1 c Gd✓'e� jf c. Other: 0, 9 2 lad I hereby certify that the above sewer agency information is true. This certification shall beREGEWEED fro date of signature. J I j 1 2- 21 2010 Da UNfiY EVELOPMENT • , . I i :i 1 I ■ The :foliowing terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1.; i . This Certificate is valid only for the real property referenced herein ("Property"), which is in 1 , the District's service area,for the sole purpose of subrnission to the King County Department of Development. I , and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien arid/or City of SeaTac. This Certificate is between the District and the applicant only, and no third ; i person or party shall have any rights hereunder whether by agency, third-party beneficiary principles or '• I I ! I. otherwise! 1 I 1 1 ; . . 2.ii I 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. i 3.:, i 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 ale , applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, CRY 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. 4.1 i If the District or the applicant must .extend the District's sewer system to provide sewer service to' the Property, the 1 District or applicant may be required to obtain from the appropriate governmental i 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,iwhich may make impractical or impossible the provision of sewer services to the Property il : I ■• 1 ' I 5., 1 Application for and possible provision of sewer service to the Property shall be subject to and conditioned:upim 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 i 1 i I I acknowledge that I havereceived the Certificate of Sewer Availability/Non-Availability and this Attachment, t 1 and fully understand the terms and conditions herein i i Ap cant7s Signature ! Date -Parcel-Mali and Data 11.1II Parcel Number 7340600080 Address 11734 40TH AVE S Epcode 98168 Taxpayer DUWAMISH BEND LLC ti . 4 18 lipWil 2g1 Ottfq 8g8114 MIT POW illeill 141411 ilk °I it gli/ to li!;1111 11 111/t 41 itil n4dee* • 7340800202 ; Tum00,03 WAS% Th40600081 102301HYDi nmsymuL i3408)26a2; ICVIII4Duwamish Watei nrecwt6 - :mews° 1 406000„*ii • /- ; 144, mxtal _ (G)2O1; , • CITY OF TUKWILA Department of Comnumity Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (2049 431-3670 FAX (206) 431-3663 E-mail: tukpIancLtukwi1LwLt I , , AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINO1ON , . a ■ COUNTY OF KINO ■ ; i The undersigned being duly sworn and upon oath states as follows: I . I am the current comer of the property which is the subject of this application. 2. All statements contained in the applications have boon prepared by me or my agents and are true and correct to the hest of my knowledge. 3. The appliCation: is being admitted with my knowledge and consent. • RECEIVED OCT1 0 5 2009 COMMUNITY DEVELOPMENT 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right Wexler upon Owner's real property. located at i / 7 3 4 • 73q0 ii PLA.e.-E 5,0C/ TO for the purpose of applicition review., for the limited time necessary to complete that Purpose. 5. Owner agrees to bold the City harmless for any loss or damage to pavans or property occurring on the private propely dodos the City's entry upon the properly, unless the Iota or damage is the result of the sole negligence of the City. • ■ , .. . ., 6. Non-responsiveness to a City information request for ninety (90) or more days, shall ,be cause to cancel the applicatioe , ,. 1 • (city).11411A • (staa), on Ee 12 20 0, EXECUTED at 1: . . /IA 44 4 1 eli41—, i I I ! 044 irg/tiage-■ ! DUS144145144* IO . 1 Pbone Number . • ; ' • 44,.. C, i—, . i sign.. I On this day persetally appeared bribe me to me known to be the individual who executed the fbregolng Instrument and acknowledged that be& signed the same as Wats voluntary act and deed for the uses and purposes mentioned therein. 1 . Prim Name _IWO6rAit<4414AfaeDIA•14, Address Z‘e°b$ id 6 °°%4 •r-364/4 SUBSCIWRIOVVVIDEN TO BEFORE ME ON THIS /3 DAY OF twel 20422_ s 8047 I *********** f;•4'0S 40„ ita .41/4* • • II 10. 1, • 141,4 's Y PUBLIC In an Saw ofWasblngton • • el ptv residing a 4h i-J•ar-Ax,,/ S+e it • AO * 7:" My Commission all las an 3 h -12.4.4 .2- 11 41/4 • 444b 111,4 WASOO .PAPtuakte Farenswpacalopitilealo4.00 6114 -11/M111,ii0 VAT CITY OF TUKWILA Bj ; 1 CAS (17,R` 1 WASHINGTON y't J /ORDINANCE NO. 503 8903300380 AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, ANNEXING CERTAIN REAL PROPERTY COMMONLY KNOWN AS THE FIRE DISTRICT NO. 1 ANNEXATION AREA, ADOPTING ZONING AND LAND USE REGULATIONS FOR THE ANNEXED AREA, PROVIDING THAT SAID ANNEXED AREA SHALL NOT BE REQUIRED TO ASSUME ANY SHARE OF THE CITY'S EXISTING INDEBTEDNESS AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Tukwila received a petition certified as sufficient by the King County Prosecuting Attorney, calling for an election to vote upon annexation of certain unincorporated territory contiguous to the City, and WHEREAS, the City Clerk of the City of Tukwila determined that the signatures on the Petition were sufficient and filed the Certificate of Sufficiency with the City Council, and WHEREAS, the City Council in Resolution 1036 initially expressed its support for the proposed annexation, and WHEREAS, the SEPA responsible official for the City issued a Declaration of Significance, and draft and final environmental impact statements, and WHEREAS, the City Council in Resolution 1078, passed July 5, 1988, reconfirmed approval of annexation subject to final determination of the King County Boundary Review Board, and WHEREAS, pursuant to the provisions of RCW 35A.14.330, and 35A.14.340, the City Council adopted Ordinance Nos. 1466 and 1467, providing for zoning and land use regulations for the area to become effective upon annexation, and WHEREAS, the King County Boundary Review Board approved the annexation with modifications in File No. 1450, dated September 8, 1988, and WHEREAS, the City of Tukwila adopted Resolution No. 1090 on October 10, 1988, approving the annexation of the area as modified by the King County Boundary Review Board, providing that the area be subject to the zoning and land use regulations previously adopted, and requiring that the issue of assumption of indebtedness be submitted to the electorate of the area to be annexed, and WHEREAS, pursuant to King County Council Ordinance No. 8731, an election was held in the area proposed for annexation on February 7, 1989, with the results of said election being that the voters approved annexation together with the proposed zoning and land use regulations and rejected assumption of the City's outstanding indebtedness, and WHEREAS, the County Canvassing Board has submitted the Statement of Canvass to the King County Council, and the King County Council has entered 0100T2 /LEH/JFC Page 1 89/03.30 RECD F CRSHSL #0380 R 14.00 ** *14.00 55 8903300380 its finding with regard thereto on February 21, 1989, and a certified copy of the minutes reflecting such entry will be transmitted, along with the certified abstract of the vote, to the City Clerk, and WHEREAS, the City Council has determined to annex the area proposed for annexation without requiring it to assume any portion of the City's existing indebtedness, NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. Annexation. The real property known as the Fire District No. 1 Annexation Area, more particularly described on Exhibit A attached hereto, and shown on Exhibit B attached hereto, both of which are incorporated herein by this reference as if set forth in full, should be and hereby is annexed to and made a part of the City of Tukwila as of March 31, 1989, and shall thereafter be subject to the zoning and land use regulations as adopted in City of Tukwila Ordinance Nos. 1466 and 1467. Section 2. Assumption of Indebtedness. Pursuant to the results of the annexation election, the property within the territory annexed hereby shall not be required to assume through assessment or taxes, any indebtedness, bonded or otherwise, contracted prior to or existing as of the effective date of the annexation. Said property shall be assessed and taxed at the same rate and on the same basis as property within the City to pay for any bonds issued or other debts contracted subsequent to the date of annexation. Section 3. Effective Date. This ordinance shall be in force and effect five days after publication of the attached Summary which is hereby approved. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, this ) ST day of —FF B,ecAAf ) , 1989. ATTEST /AUTHENTICATED: �I ANDERSON APPROVED AS TO FORM: OFFIC •: THE CITY ATTORNEY / BY �Ai .t�t., FIL r WITH THE CITY CLERK: a - A /' 29 PA`�ED BY THE CITY COUNCIL: 4 . 4/-P9 PUBLISHED: 3 -/ -89 EFFECTIVE DATE: 3 - 4 - R9 ORDINANCE NO.: /So./ 010072 /LEH /JFC Page 2 Y VAN DU EN 8903300380 EXHIBIT A KING COUNTY FIRE PROTECTION DISTRICT NO. 1 (Legal is written to street centerlines) BEGINNING at the intersection of the centerline of East Marginal Way South and the westerly production of the centerline of South Rose Street; THENCE southeasterly along the centerline of East Marginal Way South to a point which lies south 66 °18'57" west from a point "A" described as follows: BEGINNING at a point on the east margin of East Marginal Way South, said point being north 23 °41'03" west a distance of 351.24 feet along said margin from the intersection of the south line of Henry Van Asselt donation land claim No. 50, with the east margin of East Marginal Way South, as marked on the west boundary of Boeing Field, said point also being the point of intersection of said east- erly margin with the shore line of the Duwamish River as established by Commer- cial Waterway District No. 1; THENCE continuing north 23 °41'03" west along said last margin a distance of 461.75 feet to Point "A" and end of said description; THENCE north 66 °18'57" east to Point "A "; THENCE continuing north 66 °18'57" east at right angles to the easterly margin of East Marginal Way South a distance of 149 feet along the northwesterly line of Parcel "B" of a tract of land conveyed to Friday, Inc., by deed recorded under Auditor's File No. 5286620; THENCE south 23 °41'03" east parallel to said easterly margin a distance of 259 feet; THENCE south 66 °18'57" west a distance of 149 feet to an intersection with the easterly margin of East Marginal Way South said intersection being a point 259 feet southeast of Point "A "; THENCE continuing south 66 °18'57" west to the centerline of East Marginal Way South; THENCE southeasterly on said centerline to the centerline of South Barton Street extended westerly; THENCE easterly along said extension and centerline of South Barton Street to the west margin of Northern Pacific Railway right -of -way; THENCE southerly along said west margin of Northern Pacific Railway right -of -way and the westerly city limits of the City of Seattle, to the centerline of South 104th Street; THENCE east along South 104th Street to the easterly boundary of Primary State Highway No. 2 (Empire Way South); THENCE south along said easterly boundary 620 feet, more or less, to the northerly margin of South 107th Street; THENCE in a south- easterly direction along said northerly margin to the intersection of the east line of the northwest quarter of the southeast quarter of Section 3, Township 23 Legal Description King County Fire Protection District No. 1 Page 2 North, Range 4 East, W.M., with the north line of South 107th Street, as conveyed to King County, Washington, by deed recorded under King County Auditor's File No. 3444401; THENCE north along the east line of said subdivision 940 feet, more or less, to the north line of said subdivision, also known as the centerline of South 104th Street; THENCE east along said centerline to the centerline of 51st Avenue South; THENCE south along 51st Avenue South to the centerline of South 112th Street, being the northeast corner of Section 10, Township 23 North, Range 4 East, W.M.; THENCE continuing south along the east line of said Section 10, to an intersection with the south line of South 113th Street, sometimes called Avon Street, which is a point on the east line of said Section 10, distant 452.30 feet south from the northeast corner of said section; THENCE westerly on the south line of said street to the northwesterly corner of Lot 151, Block 16, C. D. Hillman's Meadow Gardens Addition, Division No. 2, as recorded in Volume 12 of Plats, page 82, Records of King County; THENCE southerly on the west side of said lot to the north line of South 114th Street, sometimes called Augusta Street, as platted in said addition; THENCE easterly along said north line to the present city limits on the east line of said Section 10; THENCE south on said east line to a point approximately 2,600 feet south of the northeast corner of Section 10 and on the centerline of Juniper Street, also known as South 120th Street; THENCE east approximately 1,100 feet to the northerly production of the centerline of Block 3, Allentown Acres, as recorded in Volume 13 of Plats, page 22, Records of King County; THENCE southerly along said northerly production and said centerline of said Block 3 to an intersection with the centerline of State Road No. 2; THENCE southeasterly along said centerline to the intersection 'of the north and south centerline of Section 13, Twp 23 N., Range 4E., W.M.; THENCE south along said north and south centerline to the south line of South 140th Street; THENCE westerly and southwesterly along the southerly line of South 140th Street, also known as Beacon Coal Mine Company Road, to the northerly line of the Pacific Coast Railroad; THENCE southwesterly along said northerly line to the centerline of 68th Avenue South (also known as County Road No. 8, Steel Hill Road and Monster Road); THENCE northwesterly along said centerline to the centerline of Beacon Coal Mine Road (also known as Steel Hill Road, County Road No. 8 and Monster Road), as shown on the Junction Addition to Seattle Plat, Volume 12 of Plats, Legal Description King County Fire Protection District No. 1 Page 3 page 75, Records of King County; THENCE northwesterly along said road centerline 250 feet, more or less, to an intersection with the easterly extension of the centerline of Edward Avenue (now known as South 139th Street), as platted in C. D. Hillmans Seattle Garden Tracts, as recorded in Volume 11 of Plats, page 24, Records of King County; THENCE westerly along said extension 700 feet, more or less, to the southwesterly margin of the Northern Pacific Railway right - of -way, as recorded respectively in Volume 830, page 305, Volume 825, page 545, Volume 821, page 263 of deeds, Records of King County; THENCE northwesterly along said margin 2,400 feet, more or less, to the west line of the northeast 1/4 of Section 14 in said T23N, R4E, W.M.; THENCE southerly along said west line, 120 feet, more or less, to the thread of the Duwamish River; THENCE along said thread in a northwesterly direction to the intersection with the cosoutheasterly production of the northeasterly margin of Tract 74, East Riverton OGarden Tracts, according to plat recorded in Volume 12 of Plats, page 79, in r, King County, Washington; THENCE northwesterly along said production and said CD northeasterly margin respectively, to intersection with the southeasterly margin ON co of 57th Avenue South; THENCE southwesterly along said southeasterly margin to the southeasterly production of the northeasterly margin of Tract 51 of said plat; THENCE northwesterly along said southeasterly production and said northeasterly margin to the southeast margin of 56th Avenue South; THENCE southwesterly along said southeasterly margin to the southwest margin of South 133rd Street; THENCE southeasterly along the southwest margin of South 133rd Street and the southeasterly production thereof to the thread of the Duwamish River; THENCE along said thread in a general northwesterly direction to the intersection with the southeasterly extension of the southwesterly margin of Richard Street, as platted in Allentown Addition, as recorded in Volume 12 of Plats, page 100, Records of King County; THENCE northwesterly along said southeasterly extension and said southwesterly margin 1,050 feet, more or less, to an intersection with the northwesterly line of Lot 32, Block 13, said Allentown Addition; THENCE southwesterly along said northwesterly line and the southwesterly extension thereof to the thread of the Duwamish River; THENCE westerly along said thread 2,150 feet, more or less to a point opposite the south line of Tract 33, Riverside Interurban Tracts, unrecorded; (THENCE west to the west line of the Puget South Electric Railway right -of -way; THENCE north Legal Description King County Fire Protection District No. 1 Page 4 along the west line of said right -of -way approximately 850 feet to a point opposite the south line of Tract 22, of said Riverside Interurban Tracts; THENCE west 1,000 feet, more or less, to the centerline of the Pacific Highway, also known as East Marginal Way South, said point also being on the centerline of South 124th Street;) THENCE continuing westerly along said centerline to the southerly prolongation of the west line of Block 2, Riverton Addition, according to plat thereof recorded in Volume 13 of Plats, page 36, Records of King County, Washington; THENCE northerly along said west line and its southerly prolongation to the northwest corner of said Block 2; THENCE northerly along the east line of the west 820 feet of said Section 10 to a point "B" described as follows: BEGINNING at the west quarter corner of Section 10; THENCE south along the c0 west line thereof 29.35 feet to the south margin of an easement granted to 0. S. H. Vincent dated August 10, 1907, recorded under Auditors File No. 503128; t'') THENCE east along said south margin -820 feet; THENCE south 421.15 feet to CD O` Point "B" and END OF DESCRIPTION; co THENCE east parallel to the north line of Government Lot 15 to the centerline of East Marginal Way South; THENCE northerly along said centerline to the south line of the north 1,168.66 feet of Section 10; THENCE westerly along said south line to the west line of Section 10; THENCE northerly along the west line of said Section 10 to (the north line of Government Lot 6 of said Section 10; THENCE easterly along the north line of said Government Lot 6 to the centerline of East Marginal Way South; THENCE northerly along said centerline to) the east line of the Duwamish River; THENCE westerly and northerly along east line of the Duwamish River, and waterway to the centerline of South Rose Street, extended westerly; THENCE easterly along the centerline of South Rose Street, extended to POINT OF BEGINNING. Except Lots 7, 8 and 9, Block 22, C. D. Hillmans Meadow Gardens Division No. 3, as recorded in Volume 12 of Plats, page 86, Records of King County. Legal Description King County Fire Protection District No. 1 Page 5 ALSO INCLUDING EAST MARGINAL WAY CORPORATE PARK Lots 1 to 16, vacated Block 3 and Lots 1 to 8, vacated Block 4, in the Plat of Riverton, being a replat of Riverside Interurban Tracts, recorded in Volume 13 of Plats, page 36, in King County, Washington; together with the portions of 34th Avenue South and 123rd Street which attached to said lots by operation of law; also that portion of Government Lot 15, Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: BEGINNING at the intersection of the southerly margin of Primary State Highway O No. 1 (SR 599) with the westerly margin of East Marginal Way in the northwest o0 quarter of said Section 10; THENCE south 16 °29'06" east along said westerly O margin 534.84 feet to the true point of beginning; THENCE south 78 °43'27" west O ch 415.05 feet; THENCE north 87 °30'37" west 726.40 feet to the west line of said Government Lot 15; THENCE south 01 °48'37" west along said west line to the north cr- °0 line of the aforesaid plat of Riverton; THENCE easterly along said north line to a line parallel to and 820 feet from the west line of said Government Lot 15; THENCE northerly along said parallel line 376.01 feet to the northwest corner of the Traverso property as described in deed recorded under Auditor's File Number 5612479; THENCE easterly along the north line of said Traverso property 474.74 feet to the westerly margin of East Marginal Way; THENCE northerly along said west margin to the POINT OF BEGINNING. Legal Description King County Fire Protection District No. 1 Page 6 AND ALSO INCLUDING A PORTION OF KING COUNTY AIRPORT A tract of land comprised of that portion of Boeing Field /King County Interna- tional Airport property located outside of the Seattle city limits, situated in Section 33, Township 24 North, Range 4 East, Willamette Meridian and Section 4, Township 23 North, Range 4 East, Willamette Meridian in King County, Washington, described as follows: BEGINNING at the northeast corner of Section 4, Township 23 North, Range 4 East, • Willamette Meridian, then along the easterly border of said Section 4 which is cO also the Seattle City Limit Line bearing south 0 °20'05" west 1,256 feet, more O or less, to the northerly margin of South Norfolk Street; then north 88 °38'44" � west 35 feet; then north 28 °18'38" west 740.43 feet; then north 28 °42'05" west c') O 887.98 feet; then south 67 °27'45" west 596.56 feet; then south 89 °13'33" west 37.35 feet to a point on the easterly margin of East Marginal Way South; then following said margin morth 23 °41'00" west 1,373.66 feet; then south 89 °27'50 ". east 380 feet; then north 150 feet; then north 89 °27'50" west 456.27 feet; then north 23 °40'59" west 84.67 feet; then north 89 °58'17" east 518.49 feet; then north 29 °52'38" west 372.42 feet; then south 89 °58'17" west 474.62 feet to the easterly margin of East Marginal Way South; then along said margin north 23 °41'02" west 1,096.57 feet; then north 66 °18'58" east 149 feet; then north 23 °41'02" west 259 feet; then south 66 °18'58" west 149 feet to the easterly margin of East Marginal Way South; then along said margin north 23 °41'02" west 926.52 feet; then along a curve to the left having a radius of 2,914.92 feet, a chord of 1,278.21 feet and an arc distance of 1,288.68 feet; then north 49 °00'52" west 643.39 feet to the north line of Section 33, Township 24 North, Range 4 East, Willamette Meridian; then along said north line which is also the Seattle City Limit Line south 89 °17'40" east 868 feet, more or less, to the centerline of the filled riverbed of the Duwamish River; then following south- erly and easterly along this curving centerline of said filled riverbed, which is also the Seattle City Limit Line, a distance of approximately 3,400 feet to the north border of the southeast quarter of Section 33, Township 24 North, Range 4 East, Willamette Meridian; then along said section border which also is • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanAci.tukwi la.wa.us OCT 05 ' RECENED 2009 SHORT DEvg croupzir PLAT (P-SS) APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: :1;6 VLeavilS Application Complete (Date: 1011q 10 ) Application Incomplete (Date: NAME OF PROJECT/DEVELOPMENT: 10 ot.A1A-MI e.Emp i401e-r ptAr • . ' File Number: t_-CD Project File Number: ' p Other File Numbers: 01 21-1 —0 Bi LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 1—tOtt-‘ P LA tif— SOVT LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 731't 0600o SO 1DEVELOPMENT COORDINATOR : . ! The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and somet.mes overlapping development standards, and I ! , • is the primary contact with the City to whom all notices and reports will be sent. !Name: J OSI4 -Jo i4 /,-(5. 'lg. a tau. eOge. 4g' E. ece.f3 A-gai.. 14 I T5er-5 Address: lif wasTE-i.N AuE 4- I9 E1471 LE erg' I 0 cf I • 1 Phone: Z06- 2.87- or3 i E-mail: JJoH AS ?Lot Signature: Il Date: ao6- 233-97Lt? V-Z - 0°1 9 4, C T 0 N �ti, !, wore& ! us v I1kJLIP. II �!I!I mum® I C •LINTY tiatue PrZEIFINVECIk ralt FM= ale 11' �, Err ENE El IYIIIII�'III Iii VIi �''.U:;!a6, ii�i0'd!IUIJ'�II'� ". �.fl1 ,illimli!' FIRE DISTRICT *1 ANNEXATION STUDY Study Area: Street System J.cacn4 " ..•ar Study Area Boundary EXHIBIT B CCA Inc HUGH G. GOLDSMITH & ASSOC.,INC. STALZER & ASSOCIATES TDA INC. T NORTH ATTACHMENT A Legal Description King County Fire Protection District No. 1 Page 7 the Seattle City Limit Line south 88 °32'07" east 1,895 feet, more or less, to the westerly margin of Airport Way South; then along said margin south 17 °32'25" east 199 feet, more or less; then south 21 °47'12" west 25 feet; then also along the westerly margin of Airport Way South, south 17 °32'18" east 1,851 feet, more or less, to the easterly border of Section 33, Township 24 North, Range 4 East, Willamette Meridian; then along said easterly border, which is also the Seattle City Limit Line 685 feet, more or less, to the POINT OF BEGINNING; said tract of land contains an area of approximately 165 acres. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanctukwila.wa.us SHORT PLAT NUMBER L09 -050 DECLARATION Know all men by these present that we, the undersigned, owners) 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). In witness whereof we have set our hands and seals. Name: Name: STATE OF WASHINGTON County of King Name: Name: On this day personally appeared before me to me known to be the Individual who executed the within and foregoing instrument and acknowledged that he /she signed the same as his /her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned: Title: My appointment expires: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he /she signed the same as his /her voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of . 20 Signature: Name as commissioned: Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE I Douglas J. Casement PLS 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 hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat. ORIGINAL PROPERTY DESCRIPTION, AS SHOWN IN STEWART TITLE SUBDIVISION GAURANTEE No. G- 2631 -12424 ORDER No. 969489: PARCEL 1: ALL THAT PORTION OF THE NORTH HALF OF TRACT 4, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING COUNTY, WASHINGTON, LYING EAST OF A LINE PARALLEL TO AND DISTANT 218.5 FEET EAST OF THE WEST LINE OF SAID TRACT 4. PARCEL 2- A NON— EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE EAST 7 FEET OF THE PREMISES ADJOINING THE ABOVE DESCRIBED PREMISES ON THE WEST. SUBJECT TO: 3. EASEMENT AND PURPOSE: AFFECTS: RECORDED: RECORDING No 4. EASEMENT AND GRANTEE: PURPOSE: AFFECTS: RECORDED: RECORDING No THE TERMS AND CONDITIONS THEREOF: INGRESS AND EGRESS THE WEST 7 FEET OF SAID PREMISES OCTOBER 4, 1948 .: 3843077 THE TERMS AND CONDITIONS THEREOF: CITY OF SEATTLE, A MUNICIPAL CORPORATION ELECTRIC TRANSMISSION AND DISTRIBUTION AS SHOWN ON SAID INSTRUMENT FEBRUARY 11, 1976 .. 7602110516 PROPERTIES CREATED PER THIS SHORT PLAT ARE AS FOLLOWS. LOT 1, CITY OF TUKWILA SHORT PLAT No. L09 -050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. LOT 2, CITY OF TUKWILA SHORT PLAT No. L09-050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. — LOT 3, CITY OF TUKWILA SHORT PLAT No. LOS-050 ACCORDING TO THIS SHORT PLAT RECORDED UNDER KING COUNTY RECORDER FILE No. SHORT PLAT NOTES. 1. ALL LOTS TO COMPLY WITH GEOTECHNICAL ENGINEERING REPORT BY GEOTECH CONSULTANTS, INC. DATED JULY 16, 2009 AND SUBSEQUENT GEOTECHNICAL REPORTS 2. ALL LOTS TO COMPLY WITH CULTURAL RESOURCES SURVEY OF PROPOSED DUWAMISH BEND DEVELOPMENT, TUKWILA WASHINGTON BY BRENT LENZ OF COLUMBIA GEOTECHNICAL ASSOCIATES INC., DATED NOVEMBER 1, 20,10 3. ALL LOTS SHALL REQUIRE RESIDENTIAL FIRE SPRINKLER SYSTEMS BE INSTALLED 4. ALL LOTS ARE SUBJECT, TO AND TOGETHER WITH EASEMENTS SHOWN ON SHEET 2 OF THIS SHORT PLAT RECORDED AS FOLLOWS: EMERGENCY ACCESS, INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT RECORDING No. -- SANITARY SEWER EASEMENT RECORDING No. ADDRESSES LOT 1 -11738 40th PLACE SOUTH LOT 2 -11736 40th PLACE SOUTH LOT 3-11734-40th PLACE SOUTH VOLUME PAGE APPROVALS KING COUNTY FINANCE DIVISION 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 art paid in full. This day of , 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s) TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 20 Chairperson, Short Subdivision Committee 4f3 S 775 r DUWAM/SH R. S116 ST a � vt S 117 S e u, 5R599 11144... °v a N 1�910 S 12 5 a S 19 ST 0 70 v+ SITE SCALE 1' =1000 FT VICINITY MAP SURVEY IN_SE 1/4 OF NW 1/4 OF SECTION 10 T. 23 N.,R. 4 E.,W.M. THE CITY OF TUKWILA KING COUNTY, WASHINGTON RECORDING CERTIFICATE Filed for record at the request of the City of Tukwila this day of 20 at minutes past M, and recorded in Volume of Plats, on page • of King County, Washington. records King County Manager Supt. of Records and Elections OWNER(S): DUWAMISH BEND LLC ADDRESS: PO BOX 80245, SEATTLE WA 98108 PHONE: (206)805 -1420 CITY /STATE/ZIP: SEATTLE WA 98108 ASEMENT LAND SURVEYORS 1411 33RD AVE CT 5 PUYALLUP, WA 98373 (253) 576 -7328 DRAWN BY DJC CHECKED BY DJC DATE SCALE 6 SEPT. 2013 AS SHOWN OB NUMBER 8 -1092 -003 SHEET 1 OF 2 PARCEL No 734060 -0100 20902.2 SQ. FT. 0.5 ACRES 7.0ft EASEMENT KING COUNTY RECORDING No. 3843077 PARCEL No. 734060 -0081 PARCEL No. 734060 -0082 BASIS OF DATUM. C Y SH F TUKW RT P1AT L IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER SECTION 10 TOWNSHIP 23 NORTH RANGE 4 EAST WILLAMETTE MERIDIAN CITY OF TUKWILA, KING COUNTY, WASHINGTON / OP KING COUNTY RECORDING 68.50' , }i7^.,, 32 0' BUILDING SET BACK LINE (TYPICAL) 65 OP PARCEL No. 734060 -0103 ITARY SEWER EASEMENT 221.38' N 88'24'02 W 212.15' to N6 10' 2 .�'R\ AU RnN 1 20.0' I RAD I 7_47.0' 1 12.0' I 63 3' _ 4:: 40.0 ( RGENCY ACCESS AND I INGRESS, EGRESS, UTILITY '40 0' ' RAD AND DRAINAGE EASEMENT 4KING COUNTY RECORDING 0' No. 11.8' 31.2' LEGEND THE HORIZONTAL DATUM 15 NAD83/91 BASED ON GPS DERIVED POSITIONS. COMBINED USAGE OF GPS EQUIPMENT (LIECA SMARTROVER AND LEICA RGPS SPIDER NETWORK) AND CONVENTIONAL SURVEY METHOD, MEETS OR EXCEEDS THE STANDARDS WAC 332 - 130 -090 TI-15 VERTICAL DATUM IS NAVD88 BASED ON THE PUBLISHED ELEVATION OF 13.57 FOR CITY OF SEATTLE BENCHMARK No. 93V -917 THE STATION IS A PK NAIL IN THE INTERSECTION OF 4617-1 AVE S AND 44TH PL S AT THE P1 OF 6' CYCLONE FENCES OF UNION TANK WORKS SURVEY REFERENCES. • O 0 FOUND PROPERTY CORN. ELER.LLD LS 30587 SET PROPERTY GORIER CASEuT BENS OEFAUOUS TREE FRWT TREE Fu TREE -CP- 000010 701. UIE THE PLAT OF RIVERSIDE INTERURBAN TRACTS RECORDED IN VOLUME 10 OF PLATS AT PAGE 74 RECORDS OF KING COUNTY, WASHINGTON KING COUNTY RECORD OF SURVEY VOLUME 10 OF SURVEYS ON PAGE 167 AUDITOR FILE NUMBER 7709239007 OSER EA0 7U000 0387 SANITARY SERER IK MICE TK n® M 0 0 O 68;50`,= 5.0' LOT 2 12.0' OP 00 20 Oft 68.50' 207.12' 218.66' S 88'24'02' E N TER NETER FIE NYOYPIT WATER VAISE ROY FUEL CQ FLIER OAR 0701!7 POTS 047704978770 NANIer S NTARY SERER 870* OUT 84.38' 25.6ft1 I x / I J EXISTING SINGLE FAMILY HOME r--20.0.---- =1= =1= - PARKING _1_ - LOT 28.0 + 3� I1 2.7ft PARCEL No. 734060 -0083 1 20.0f x 10.0ft RIVER ACCESS FASEMENT KING COUNTY RECORDING No. z TOP 7 Sl:E 1"=20 FEET 0 20 40 EXPIRES: 04/09/15 CASEMENT LAND SURVEYORS 1411 33RD AVE CT SW PUYALLUP, WA 98373 (253) 576 -7328 CYNTHIA FIRMANI, MEMBER DUWAMISH BEND LLC PO BOX 80246 SEATTLE WA 98108 DWN. BY DJC DATE JOB NO. 09/06/2013 8-1092 -003 CHKD. BY DJC SCALE AS SHOWN SHEET 2 OF 2 City of Tukwila Department of Community Development . 6300 Southcenter Boulevard, Tukwea, WA 98188 Telephone (206) 4313670 FAX (206) 4314665 E-mail: tukplantaltukwila.wa.ua SHORT PLAT NUMBER L09 o 5O DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short 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, .further eclare this shorrtt plat to be the graphic representation of d short subnbdivlslon and the same is made with the free consent and In accordance with the desire of the owner(s). In witness whe . : ha - = our hands and seals: � Name* . Name: Name: STATE OF WASHINGTON County of. King r , �/ On this day personally appeared before me •YRQI* A. r) n . to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that helshe signed the same as hislher voluntary act and deed for the uses and purposes thereln.mendoned • . GIVEN under my hand and official seal this 25� day oI10DOI PROPERTY DESCRIPTION. AS SHOWN IN QUIT CLAIM DEED 20061207001919: PARCEL A: ALL THAT PORTION OF THE NORTH HALF OF TRACT 4, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING NE PARALLEL WASHINGTON, O AND DISTANT 218.5 A 5 FEET LI EAST OF THE WEST LINE OF SAID TRACT 4. Signature: ._ (h - -� me C 1' a as commissioned: �l 1ps) l it C-• . (i Ce M 2V rin /, My appointment expires: Mal ✓, 2.012- PARCEL B: A NON — EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE EAST 7 FEET OF THE PREMISES ADJOINING THE ABOVE DESCRIBED PREMISES ON THE WEST STATE OF WASHINGTON County of King)r -� . i(� 1 'i) On this day personally appeared before me a • . to me known-to-be-the-Individual who executed the within and foregoing and ment and acknowledged that helshe signed the same as his/liar voluntary act deed, for the uses and purposes therein menttionne'-Id.�Y, • GIVEN under my hand and official sea . s1�,L_ day of ``e1 r4,4. Signature: A.t4t . os �g.ishne C•�'csSel =Name as commissioned: Title: 3r.- 4�•= n2.(9wiz. 9 It.R „,0 %. MY appointment expires: LAND SURVEYOR'S CERTIFICATE 1 Douglas J. Casement, PLS , registered as a land surveyor by the State of Washington, certify that this plat Is based an an actual survey of the land described herein; conducted by me or under my supervision; that the distances, courses and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat. THE CITY OF TUKWILA RECORDING CERTIFICATE Flied for roo rd et Pe request oI tee •aN\of Wade Ns. SURVEY IN SE 1/4 OF NW 1/4 M. end OF SECTION 10 T. 23 N.A. 4 E.,W.M. day of TO . at_mirmtes pat recorded n lu Volume of Mute. on page Bern or Keg Cewdy.wes*9en. KING COUNTY, WASHINGTON King County Manager Bupl. of Redonda end Ebdlae OWNER(S) DUWAMSH BEND LLC ADDRESS: PO BOX 80248. SEATTLE WA 98108 PHONE (218)8054420 CRTY/STATE/2WP: SEATO.E WA 98108 Its 04/09/ APPROVALS KING COUNT( FINANCE DIVISION • 1 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, egeys, or for other public use are pald In full This day of 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of ,20 King County Assessor Deputy Assessor Parcel Number(s) 7 7 / d b 0- ()OR() TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for flung this day of , 20 Chairperson, Short Subdivision Committee DRAWN BY DJC CHECKED BY D IC A SEMENT LAND SURVEYORS C 253JL05'7 -7328 DATE 6 JULY 2009 AS SHOWN JOB N MBER 8- 1092 -003 SHEET - . • 2 PROPERTY DESCRIPTIONS. PARCEL NUMBER 734060 -0081' THE WEST 218.5 FEET OF THE NORTH HALF OF TRACT 4, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74. IN KING COUNTY, WASHINGTON. PARCEL M.I8ER 734060 -0082 THAT PORTION OF TRACT 4. RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS. PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGIABON0 AT THE SOUTHWEST CORNER OF SAID TRACT 4; THENCE EAST ALONG THE SOUTH UNE OF SAID TRACT 212 FEET, MORE OR LESS. TO THE WEST LINE OF AN ALLEY SURVEYED THROUGH TRACTS 2 AND 3 OF SAID ADDITION PRODUCED NORTH; THENCE NORTH ALONG THE WEST LINE OF SAID ALLEY PRODUCED NORTH 95 FEET, MORE OR LESS TO THE EAST WEST CENTERLINE OF SAID TRACT 4; THENCE WEST ALONG SAID CENERLINE 212 FEET, MORE OR LESS TO THE WEST UNE OF SAID TRACT 4; THENCE SOUTH ALONG SAID WEST LINE 95 FEET, MORE OR LESS TO THE POINT OF BEGINNING; EXCEPT THE WEST 114 FEET THEREOF. PARCEL NLP03ER 734080.0086• THE NORTH 80 FEET OF THE EAST 100 FEET OF THE WEST 201.51 FEET OF TRACT 3, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS. PAGE 74, IN KING COUNTY, WASHINGTON. PARCEL M846ER 734060-0081 THE SOUTH 80 FEET OF THE NORTH 160 FEET OF TRACT 3, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 110 FEET THEREOF; AND, EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE WEST MARGIN OF THE PRIVATE ROADWAY. EXHIBIT MAP 40th PLACE S. RIGHT -OF -WAY IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER SECTION 10 TOWNSHIP 23 NORTH RANGE 4 EAST WILLAMETTE MERIDIAN CITY OF TUKWILA, KING COUNTY, WASHINGTON PARCEL NUMBER 734080.0082 PARCEL A• ALL THAT PORTION OF THE NORTH HALF OF TRACT 4, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING COUNTY, WASHINGTON, LYING EAST OF A UNE PARALLEL TO AND DISTANT 218.5 FEET EAST OF ME WEST UNE OF SAID TRACT 4. PARCEL 6• A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE EAST 7 FEET OF THE PREMISES ADJOINING THE ABOVE DESCRIBED PREMISES ON THE WEST. PARCEL NUMBER 734080-0083• IN THE COUNTY OF KING, STATE OF WASHINGTON COMMENCING AT THE POINT ON THE LINE BETWEEN TRACTS FOUR (4) AND THREE (3). RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE 74, RECORDS OF SAID COUNTY, WHERE THE EAST LINE OF A CERTAIN ALLEY INTERSECTS SAID UNE; THENCE IN AN EASTERLY DIRECTION ALONG SAID LINE, 200 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID TRACT 4; THENCE IN A NORTHERLY DIRECTION ALONG THE EAST LINE OF SAID TRACT 95 FEET, MORE OR LESS, TO THE CENTER OF SAID TRACT 4; THENCE WESTERLY ALONG A LINE PARALLEL TO THE SOUTHERLY BOUNDARY OF SAID TRACT 4, 200 FEET, MORE OR LESS, TO A POINT WHICH WOULD BE AT THE INTERSECTION OF SAID LINE AND THE LINE REPRESENTING AN EXTENSION OF THE EAST UNE OF THE ALLEY AFORESAID; THENCE SOUTHERLY 95 FEET. MORE OR LESS, TO THE POINT OF BEGINNING;INTENDING THE SOUTH HALF OF ALL THAT PART OF TRACT 4, SAID RIVERSIDE INTERURBAN TRACTS, LYING AND BEING EAST OF THE EASTERLY UNE, EXTENDED, OF THAT CERTAIN ALLEY WHICH TERMINATES AT SAID SOUTHERLY BOUNDARY OF SAID TRACT NEAR THE CENTER OF THE SOUTHERLY BOUNDARY THEREOF. PARCEL MIMB3R 734080-0062 THAT PORTION OF TRACT 3 OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 3 AND RUNNING THENCE WEST ALONG THE NORTH LINE OF SAID TRACT 200 FEET; THENCE SOUTHERLY 80 FEET FEET TO A POINT 197.53 FEET WEST OF THE EASTERLY UNE OF SAID TRACT ;; THENCE EAST 197.53 FEET TO SAID EASTERLY LINE; THENCE NORTHERLY ALONG SAID EASTERLY LINE 80 FEET TO THE PLACE OF BEGINNING. PARCEL NUMBER 734060-0068• THE WESTERLY 90 FEET OF THE FOLLOWING DESCRIBED PROPERTY THAT PORTION OF TRACT 3, RIVERSIDE INTERURBAN TRACTS, ACCORDING TD THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID TRACT 3, 80 FEET SOUTHERLY FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY PARALLEL WITH THE NORTH BOUNDARY OF SAID TRACT 3. 197.53 FEET MORE OR LESS; THENCE SOUTHERLY PARALLEL MTH THE WEST LINE OF SAID TRACT 3. A DISTANCE OF 80 FEET; THENCE EASTERLY PARALLEL MTH THE SOUTH BOUNDARY LINE OF SAID TRACT 3, A DISTANCE OF 195.05 FEET. MORE OR LESS TO THE EASTERLY UNE OF SAID TRACT 3; THENCE NORTHERLY ALONG SAID EAST LINE A DISTANCE OF 80 FEET TO THE POINT OF BEGINNING SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. 1 " =40 FEET 0 40 80 S 3I7N3AV H100 PARCEL No. 734060 -0100 PARCEL No. 734060 -0103 PARCEL No. 734060 -0081 LOT 3 PARCEL No. 734060 -0080 PROPOSED SHORT PLAT LOT 2 LOT 1 PARCEL No. 734060 -0082 98' 100' PARCEL No. 734060 -0066 100' 96' PARCEL No, 734060-0061 97' S II9TH STREET 200': PARCEL No. 734060 -0083 PARCEL No. 734060 -0060 197.53' 90' PARCEL No. 734060 -0068 90' PAGE 1 OF 1 83/111:I HSIW VM 11O PREPARED FOR: DUWAMISH BEND LLC PO BOX 80246 SEATTLE, WA 98108 ASEMENT LAND SURVEYORS 8815 106th ST E PUYALLUP, WA 98373 253) 576 — 7328 • LEGEND': SET,,gEBAR 3F-2' ALUMINUM CAP • • RIGHT OF WAY MONUMENT (47)(4" CONCRETE POST) CONSTRUCTION MONUMENT (SEE SURVEYORS_NO7E) -:IRON p.IP£ F0U./0 PK &/BAIL • MONUMENT IN CASE KING COUNTY, WASHINGTON. KEYMAP SCALE: NO SCALE QUARTER CORNER SECTION CORNER • • • • • CENTER SECTION TAX LOT NUMBER BLOCK NUMBER BER GOVERNMENT LOT NUMBER • n uur / I nn PLAT IDENAF /CA70NTEXT MARGINA&' WAY S. 5 olC esq- STATE ROUTE NO. 405 C _ witaktilirav STATE ROUTE NO. 5 rf, J STATE ROUTE NO. 518 S�A7E RDUjE ND. 99 • E. MARGINAL•.WA•i' S. RIGHT OF WAY RESTORA77ON SURVEY EAST MARGINAL WAY SOUTH, SR -599, SR -5, AND SR -518 SR -518 SURVEYING METHODOLOGY METHODOLOGY F01? THE RESTORATION 'OF THE NORTHERLY RIGHT —OF--- WAY BOUNDARY OF SR -518. SITUATED BETWEEN SR -99 ON THE tor AND SR -5 ON THE EAST IS :AS FOLLOWS. SEE WSDOT RAY-PLANS SR -578, , MP 0.39 TO MP 3.70, R /VERTl N. HEIGHTS: SR509 TO SF :'5, KIN/ COUNTY, STATION 121 +00 TO STATION 190+x,6, SHEETS 6, 7, AND 8 O<: :9. • 774E WESTERLY HALF OF THE NORTH RIGHT OF WAY LINE OF-SR -518 BETWEEN SR -99 AND 42ND AVENUE SOUTH, FOR THIS SURVt4; HAS BEEN RESTORED BY EMPLOYING THE POSITION OF THREE EX/S77NG CONCRETE RIGHT OF WAY MARKERS AND THE DOUBLE DIRECTION CADASTRAL 77E GIVEN ON THE RIGHT —OF —WAY PLAN AT SR -518 STATION' ': 159 +86.02 = 42ND AVENUE SOUTH 15 +00. THE GRANT BOUNDAI6'QR_ SWING ADJUSTMENT WAS EMPLOYED TO SCALE AND ROTATE ANGLE POINTS BETWEEN FINAL MONUMENTS. THE RIGHT — OF—WAY FENCING ALONG THIS S£C770N FITS THE.RESTORED ALIGNMENT REASONABLY WELL AS SHOWN HEREON. THE EASTERLY HALF OF THE NORTH RIGHT - -OF —WAY LINE OF 511-578 BETWEEN 42ND AVENUE SOUTH AND 51ST AVENUE SOUTH IS THE SOUTHERLY MARGIN OF THREE —TREE POINT ROAD, WHICH DHA ESTABLISHED BY CENTERLINE SURVEY BETWEEN THE EAST AND WEST LINES OF SECTION 22 -23 -4; EXCEPT THE PORTION BETWEEN SR -518 STATION 159 +86.02 = 42ND AVENUE SOUTH 15+00 AND SR -578 STATION 166 +23 BEING THE INTERSECTION OF THE NORTH RIGHT —OF- WAY OF SR -518 AND 774E SOUTHERLY RIGHT -OF —WAY OF THREE —TREE POINT ROAD. NO WSDOT RIGHT —OF —WAY MONUMENTS WERE FOUND IN THIS SECTION. HOWEVER, A PRIVATE SURVEY MARKER WAS FOUND AT THE SR- 578/77-IREE —TREE POINT ROAD RIGHT —OF —WAY INTERSECTION THAT FALLS WITHIN 0.2 FEET OF DHA'S CALCULATED POSl70N. NO ENCROACHMENTS, OTHER THAN MINOR RIGHT -OF —WAY FENCE FLUCTUATIONS, WERE FOUND OVER THE ENTIRE REACH OF THE SR -518 SURVEY. DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WDO01.AMLLE- REDMOND ROAD, B -107 WOODINVILLE,, WASHINGTON 98072 (425) 483 -5355 (425) 483-,4650 FAX Drawn AMS /MJM Date 09/x/02 Job No. ST-085 Checked DAH /M4A Scale x-100' F B Lt Sheet 1 of 18 • • • • • • • -'. SR 599 SURVEYING METHODOLOGY SR -599 WAS COMPUTED IN NAD27 COORDINATES AS SHOWN ON NGSDOT RIGHT OF WAY PLANS, FOSTER INTERCHANGE TO SOUTH 118774 ST, STATIOM•FA -29 +00 TO FB 100+59.25 (SHEETS 2 -4). THE NAD27 FftE WAS DONVERTED 7O NAD83(91) COORDINATES USING THE . ARMY CORPS CONVERSION PROGRAM (CORPSCON V4.0) HOLDING THE '1R /MBLE•RTK —GPS FIELD 77ES AND-.BEARINGS. THE COMPUTED CENTERLINES AND - rhE EFFECTED,kIHT_OF WAY LINES WERE MOVED AND ROTATED TO THE PRIMARY BASELINE BETWEEN P.C. F1•76 +05.30 AND P.T. Fl 66 }41.31. THE RESULTANT POSITIONS OF 774E FIELD TIED RIGHT OF WAY MARKERS ( MONUMENTS) -ACRE€ WELL • i41TH THIS METHODOLOGY. .DHA HELD FIELD RED • • - :POSITIONS -FOR CENTERLINE P.C. MON-F1 76 +05 :30 AND .' F1 P.T. 6 +44.31. THE,-RESULTANT COMPUTAOON MOVES 739E CENTERLINE• OF SR -599 ONLY 0.17 NORTH AND 0,72 EAST DF 774E ORIGINAL` NAD27 WSDOT COMPI,I.Tp P,DSITTON AS SONVER7ED•'T0 NAD83(91). - -•5R -005 SUl744' METHODOLOGY DFIA•HE(D THE FIELD TIED- LOCATIOIVOF CENTERLINE T.5. MON.-.LW 26074-69,6._. AND THE FREAQ TIED MONUMENT POSITION P.T. :MON LW 2596' +01.1. 7HE.71NAL RIGHT OF WAY tiiys 5J10WN HEREON IS BASED UPON THE FOUND MONUMENT POSITIONS. A COMB/NATTON QE SWING ADJUSTMENT AN SINGLE PROP0RT7ON WAS EMPLOYED TO REPLACE •7;OST MONUMENTS BETWEE?L FOUND MARKERS. RECORDER'S CERTIFICATE Filed for record this / y dcy of 0C t 20Q tat . 0 r(M., under Recording No.>0C).2-/O /Y?OObQ/ at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Re ords RIGHT OF WAY STATEMENT LAND PARCEL INFORMATION SHOWN HEREON WAS DERIVED FROM CITY OF SEATTLE & KING COUNTY CIS INFORMATION PROVIDED BY PUGET SOUND TRANSIT CONSULTANTS FOR THE SOLE PURPOSE OF ADDING BACKGROUND INFORMATION, AND DO NOT REPRESENT A BOUNDARY SURVEY. 771E LINES OF SAID PARCELS WERE TRIMMED OR EXTENDED TO MATCH THE RIGHT —OF —WAY SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. EAST MARGINAL WAY SOUTH (SSH. No. 2) SURVEYING METHODOLOGY DHA HAS RESTORED THE CENTERLINE OF EAST MARGINAL WAY SOUTH BETWEEN THE BOEING ACCESS ROAD (DUWAMISH ACCESS ROAD) AND THE CENTERLINE OF SR -599 TO THE SOUTH. FIVE FOUND MONUMENTS WERE EMPLOYED AS SHOWN HEREIN TO FINALIZE THE CENTERLINE. VARIATIONS IN RIGHT OF WAY WIDTH ARE FROM RECORD OF SURVEYS AND ASSESSOR'S RECORDS. 1177E .=?£PORTS WERE NOT ACQUIRED FOR VERIFICATION. • • • • RECORD OF SURVEY FOR SOUND TRANSIT SURVEYOR'S CERTIFICATE This• map correctly represents o survey made :. by me-or under my directioH.ia conformance with the'dequirement3.of the SURVEY RECORDING ACT Ai the request of •••• SOUND TRANSIT •SEPTEMBER• 20/ 02 -'• -• in CERTIFICATE N0. :- 9158/3679$}' KING COUNTY, WASHINGTON_ 500 =' -1 .:500'1000' • SCALE .A FEET,-- •HORIZONTAL DATUM : WASfINGTON CO0#DINATT.SYS7ElM, NORTH ZONE NA085(91) ' PROJECT CONTROL ESTABLISHED USING GL06AL POSITIONING FAST —STAAC (GPSf •METHODS. CONTROL •WAS EXTENDEO.THROUGH 3740 PROJECT REACH 5 / 1 SNWGTON STATE'.•DEPARTMEOT.•. •-:0F TRANSPORTATION SURVEY CONTROL MONUMENTS. _ AF . • - • • • VERTICAL DATUM : -'NORTH AMERICAN t7ER77CAL DATILA4 7988, NAVV88. VERT7CtL CONTROL WAS EXTENDED TROUGH THE :PROJ£Ct.REACH USjiNG PUBLIS/ -IW BENCHMARKS FROFI•_THE WASHINGTON STATE'DEPART7,(ENT OF T73ANSPORTATR7N. (VIA ELECTRONIC LEVELING) CONVERSION FROM NA077 TO NA083L9ij 1S AS FOZIOWS : _ WSDOT RIGHT OF WAY PLANS ARE NAD27,, -MOVE THE FILE FROM 010 W4 CORNER (SECTION) 15 -24 -3 TO k7N0 COUNTY CONTROL (?fl/NT (FSGPS) /4382 N 179088.4264 E 1279798.489: N4D63 -91) ,.. • ` NAD27 AND NAD83 MERIDIANS ARE THE SAME (NO kDTAnCN) CONVERSION NAD27 TO NAD83 : MOVE: SELECT ALL BASE POINT: AUTOCAD X= 1639676.12 / AUTOCAD Y= 179746.43 SECOND POINT: AUTOCAD X= 1279798.489 / AUTOCAD Y. 179088.4264 CONVERSION NAD83 TO NA077 • MOVE:: SELECT ALL BASE POINT* AUTOCAD X= 1279798.489 / AUTOCAD Y= 179088.4264 SECOND POINT.: AUTOCAD X= 1639676.12 / AUTOCAD Y= 179146.43 KC 13456 • KC 13442 507'46'35 "W 2590.59' 50057'50 "W ARV -EY 0 RIGHT OF WAY ARKER ..(SET) STAMP: -•DETAIL :' -• • KC #3437 SG7 3122 "W 26..67':`' %iIIiIhhIDhIhDhIIlIIII1:iIIiIiJII I 2579.8r :caT 11111111 HEW / ' _iIppi.■■" 42ND A . 5 :: g0 ■'""'�l� l; AV 2682.76' ./1�� ► A �!TI ■ii1 1■1 ' !I!!dlllii ' ti 40TH AVE. S �rrnol I I II �J n \t • • • KG:#.3440 KC 13440- 501- 4 331Y 257580' DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVILLE- REDMOND ROAD, 8 -107 WOODINVILIF WASHINGTON 98072 (425) 48354 (425) 483 -4650 FAX Drawn AUS /MJM Dote Checked BAH MJM Scale 09/11/02 Job No. ST-085 T "500' F B LL Sheet 2 of 18 KC /3500 RECORDER'S CERTIFICATE Fled for record this day of 20 of M., under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Set Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT SURVEYOR'S CERTIFICATE This map correctly rp resents a survey mode :. by me' or under my directidri .in conformance with,- the•.7equiremenis of the SURVEY RECORDING ACT.' of the request of • • SOUND TA NSIT in ,:'t,SEPTEMB�R. 20 02Y•:• �1• —/ f kni�i+ccF%c��H✓_.ri+7%rir 1o/m /oz CERTIFICATE NO. 9158/36798:- • yl N :"KC #3446 :'-- I'1 R1 0 MA ADAM r iAOL1i3. I 4 `1 FIN ',■- �I;IIUiI .'� h OP' KING COUNTY, WASHINGTON. KC /3452 MACADAM RD. S ®657.11' C #4394 0 1Ns3t,ri5 : 1i • I ®` • KC #4383 sTP r TE " 5 KC #4008 2652.38.'• -- •' 2654.55' .' -: 7 1 8' 23 MORT11:1 4MC '4 EAST, SECTION R /T-0E-WAYCONTR L PHIS SOI 05'41 "W DHA CP 1110 bJ 11 i S00 41'19 "W N10 Ib 4 ly o DHA CP #715 SEE DETAIL B A3\t3 COUNTY • •'• . NORTHING E487749' '•• Cf T7CYV :' LHA • • AC141/•Ci E.A87P03 1]B4C:yiPTXIN 3428 18950'7.276. _ . _..1280f0.4.979 • • W 1/4 SEG' 3 - 1 188351.897 ' '7280213.249 DHA -1 LRS 3437 186756.476 1282648.119 - • N 1/4 COR SEC 10 Y - 2 : - 186186 124 1283760.711 DHA -2 MIC 3440 184289.957 1279948.700 •• W 1/4 OR SEC 10 --- 3:: 185070.057 1281039.042 DHA -3 SURF MON 3441 184065.346 1285204.459 • E 1/4 SEC- 1D,,. =' 4--• 783885.499 . 1282114.757 DHA -4 REBAR /CAP 3442 181476.006 1285124.149 - SE COR SEC 10 .-5 181866,690 '-. 1282499.825 DH4-5 LRS 3443 181668.676 1282507359 ' :N 1/4 SEC 15 179727900 :.- 1284519.072 77HA =6'LR5 3444 181711.156 1279869.129 NE, .COR SEC 16 7 •-• 17740.188 '':1264555;973 • DHA -7 SURF MON 3446 178885.726 1285080.559 E 1 /4:SFC 15 ,. 8-_ 1,76245.324 128520:401 -. DHA -8 SURF MON 3452 176180.116 1287642.549 N 7/4 SEC 73' • - 9. . •.173919 649 1285511.653 - • DHA -9 1.175 3453 176235.030 1285006.988 NE COR SEC 22 16 =.172916.327 1285635.404.: 0HA -7.0 SURF MON -- 3456 189363.226 1282717419 COS 3 il 'f,731.27.377- 1284055.06r 0H4-71 PKSH 3463 184177.636 1282576.769 COS 10 12•, 173234.491 • 1282992.813 DHA' -12 PKSH 3467 778822.826 1287698.469 COS 14 13 -:- 172624.347 .:1282143,508 D1-IA -13 PKSH :- 3500 186864.567 1280027.030 NW COR SEC 10 74 ' 172318.375 , 1281420.423 ;DHA-14 PKSH:' 4008 173507612 1287601.232 COS 23 15 ':;172350.220•' 1280151.931 :- 'DHA -15 SURF MON 4383 176335.276 1282371.139 N 1/4 SEC 22 16 170307.672 1279306.471 :- DHA -16 P7{SH 4364 176445.872 1279722.100 NW COR SEC 22 601 177345.209 1282396.782 ' -. SJLR -601.- SURF MON.- 4394 178986.786 1282439.069 COS 15 603 175958.243 1786535.457 57r1?=803 R/c LEGEND: SPIKE/LS TAG PK NAIL/SHINER 3' BRASS SURFACE MONUMENT REBAR /CAP 604 171414.138 1280619.397 S7LR -604 PKSH -' • 105 770969.083 1284905.732 3E VON SEC 22 -- LRS PKSH SURF MON R/C 106 171028.298 1282269:724..- -" S.1/4 SEC 22.: 107 171091.206 1279634.440 8W COR SEC-22 108 173765.413 1279677.143 W 7/4 SEC. 22 110 173598.774 1284937335 PRE 1564:W 1/4 22 115 173681.213 1282320.421 OLD COS 22 MON :: KC /4384 SOO 57'39 "W 2680.84' DHA CP#108 • ii 1616 III .40' 42ND AG '474 ga7P Yr l ' - - I N0 9 9 I J n •-5005453 "j ^.: -- • 2674.571' • ^ 1 I e co EN h H En 500' 1000' DHA CP #105 DHA CP#706 zr OF CP #107 DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINNLLE- REDMOND ROAD, 6 -107 WOODINVILLE, WASHINGTON 98072 (425) 483 -5355 (425) 483-4650 FAX Drown AMS /MJM Dote 09 /11/02 Job No. ST -085 Checked BAH t�JM Scale MOO. F B L.L (Sheet 3 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20 at M.. under Recording No. at the request of DUANE HARTMAN & ASSOCIATES. INC. £' � Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT SCALE IN FEET DETAIL B SCALE F-20' N8870J2 "W 2644.62' 75 i-' U P <0� ^a En 2 ,oco co N N 27 WSDOT MONUMENT\ IN CASE DESTROYED\ BY ROAD AND UTIUTII\ CONSTRUCRON. POSITION RESTORED \ BY KCAS SINGLE PROPORTION ALONG \ NORTH TO SOUTH CENTER OF SECTION LINE. S8871'447- 22 , 23 261822' PRE 1964 1/4 CORNER., I SEE R/S 43 -202 AND R/S 09 -174. ORIGINAL / POSITION. / • SURVEYOR'S .CERTIFICATE -- :' 7Ftis map corredtly *presents a survey maids -_ by me or under .aiy direction'.-in conformance with th8'requirem U9.V F' _ enls of the SEY RECORDING AC. .07 the request of - SOUND TRANSIT in SEPTEMBER , 20 02• :- CERTIFICATE N0. 9I58/36798• KING COUNTY, WASH INGTO■_ STATION /OFFSETS FOR FOUND WSDOT R/W MONUMENTATION SR -5 / SR -518 / SR -599 SR 5X8 FOUND MONUMENTS FROM CONSTRUC770N CENTFRUNE SR-5 FOUND MONUMENTS SR -518 SURVEYING ME7HOD0L-OGY METHODOLOGY FOR THE RESTORATION :OF 711.E NORIHERLYRIGHT--OF- WAY BOUNDARY CIE SR-518 SI1U,A7£O BETWEEN SR4 99 ON THE WEST - AND SR -5 ON THE: EAST IS AS FOLLOWS. SEE WS0OT 6JW PLANS SR ?518 MP 0.39 TO MP 31b;':RIVERTON HEIGHTS SR,56 TO 517-5, KING CQVNTY, STATION 121 +00 TO ST •170N 190+86, SHEETS 6, 7 AND 8 OF 9. THE WESTERLY HALF OF THE NORTH RIGHT OF WAY :UNE OF SR?:518 BETWEEN SR -99 AND 42ND AVENUE SOUTH, FOR 17115 SURVEY, -HAS BEEN RESTORED BY EMPLOYING THE POSITION OF THREE EXISTING •:•'•• • CONCRETE RIGHT OF WAY MARKERS AND THE DOUBLE :DIRECTION CADASTRAL ' 77£ GIVEN ON THE RIGHT -OF -WAY PLAN AT 5R -518 S'7'Aa7ON 159+86.02 = 42ND AVENUE SOUTH 15 +00. THE GRANT BOUNDARY OR SW1NC ADJUSTMENT WAS EMPLOYED TO SCALE AND ROTATE ANGLE :..,. POINTS BETWEEN FINAL MONUMENTS. THE RIGHT -OF -WAY FENCING ALONG THIS SECTION FITS THE RESTORED AUGNMENT REASONABLY WELL AS SHOWN HEREON. SR -518 AUGNMENT A450-07- ALIGNMENT CALCULATED WSDOT A1 R (STTATIONN) ) Y5D0T Rte, MONUMENT ' (STATION) CALCULATED WSDOT (STATION OhhSLQ WSDOT R/W MONUMENT (STATION OFFSET) STA: 133 +50 W -FRJE .• - STA " -122 -40 STA: 122 +39.74 OFFSET: 30.00 NT OFFSET 29.62 RT STA: 135 +59.21 M- UNE' • N/A 0 154TH ST. :• STA: 58+84.95 ...,.• ..OFFSET: 50.'00;LT OFFSET- 50.40 LT OFFSET 0.00 MF-:1 ,•' STA: 594:87.7 : :STA: 5¢7-13.28 OFFSET 5cL•0 LT OFFSET: 50.79 LT ' ,'.M -LINE STA: ,$1 +28.4 •• STk .61 +30.17 OFFSET 50.00 LT,..., . • OFFSET 49.65L'T FA-LINE • -:.M -UNE •.STA: 63 +00 _:' -• • STA:`63 +02.14 OFlS£T••:50.00rLT `, OFFSET••.(.¢52 LT.::' S4'A: 31 +80,= :..• M -UNE STA: 6,3+50 .:5-TA: 63 +51.48• OFFSET.• 75.00 LT 0-1i-SEE. 74.18 L7 : -• •-..SZA: 32+1850 M -UNE • • • •• • "'STA: 65+00 STA: 651.40215 OFFSET. 90.00 LT.. OFFSET•. :89.21 LT:: OFFSET. 22L7 00 LT M -UNE STA: 66 +011• STA>•:66 +01.14 0FE5ET. 70.001T Ohh_sLT• 69.41 L7 OFFSET 164.59 LT M-LINE NE STA: 69 +00 i •'- -TA: 69 +01.73 .•.OFFSET: S • 90.00 LT : +OFFSET 88.9• LT • FA -UNE M -UNE STA: 69 +58.6 STA: 69 +59x42 OFF •t: 90.00 LT- OhhsLT• 91.28•zT D -UNE STA :79 +61.8 STA: 79 +62.63 SFFSET• 115.170 LT OFFSET.- 114 :91 LT 0 -LINE STA: 2580+37.9 STA: 2580 +38.44 OFFSET. 139.00.C7-._ :••FFSET: f38.80 LT LW:-LINE STA: 2582 +50 STA: 2582 +50.77 OFFSET: 80.00 LT OFFSET 80123 LT LW -LINE •:;51A: 2585 +52.8 STA: 2585+53.37 OFFSET: 95.00 LT OFFSET: 94.85 LT= A' -LINE STA: 2587 +50 STA: 2587 +48.62 OFFSET. 105.00 LT OFFSET 104.74 LT ' LW -LINE:: STA+ 2588+50 . STA: 2588 +52.66 OFFSET. 120.00 LT OFFSET. 120.12 LT • LW -LINE STA: 2596 +01.1 STA: 2596 +01.96 OFFSET 105.00 LT OFFSET: 105.16 LT SR -518 SURVEYING ME7HOD0L-OGY METHODOLOGY FOR THE RESTORATION :OF 711.E NORIHERLYRIGHT--OF- WAY BOUNDARY CIE SR-518 SI1U,A7£O BETWEEN SR4 99 ON THE WEST - AND SR -5 ON THE: EAST IS AS FOLLOWS. SEE WS0OT 6JW PLANS SR ?518 MP 0.39 TO MP 31b;':RIVERTON HEIGHTS SR,56 TO 517-5, KING CQVNTY, STATION 121 +00 TO ST •170N 190+86, SHEETS 6, 7 AND 8 OF 9. THE WESTERLY HALF OF THE NORTH RIGHT OF WAY :UNE OF SR?:518 BETWEEN SR -99 AND 42ND AVENUE SOUTH, FOR 17115 SURVEY, -HAS BEEN RESTORED BY EMPLOYING THE POSITION OF THREE EXISTING •:•'•• • CONCRETE RIGHT OF WAY MARKERS AND THE DOUBLE :DIRECTION CADASTRAL ' 77£ GIVEN ON THE RIGHT -OF -WAY PLAN AT 5R -518 S'7'Aa7ON 159+86.02 = 42ND AVENUE SOUTH 15 +00. THE GRANT BOUNDARY OR SW1NC ADJUSTMENT WAS EMPLOYED TO SCALE AND ROTATE ANGLE :..,. POINTS BETWEEN FINAL MONUMENTS. THE RIGHT -OF -WAY FENCING ALONG THIS SECTION FITS THE RESTORED AUGNMENT REASONABLY WELL AS SHOWN HEREON. SR -518 AUGNMENT CALCULATED WSDOT R/W (STATION FOUND WSDOT R/W MONUMENT (STATION) CALCULATED WSDOT (STATION OFFSET) FOUND WSDOT R/W MONUMENT (STATION OFFSET) CENTERLINE STA: 133 +50 STA: 133 +49.55 OFFSET: 195.00 LT OFFSET. 195.55 LT CENTERUNE STA: 135 +59.5 STA: 135 +59.21 OFFSET 180.00 LT OFFSET 181.41 LT SR -518 & 42ND AVENUE S. STA: 159 +86.02 STA: 159 +84.80 OFFSET 0.00 OFFSET: 0.00 SR -599 FOUND MONUMENTS FROM CONSTRUCTION CENTERLINE WSDOT ALIGNMENT CALCULATED WSDOT R/W (STATION) FOUND WSDOT R/W MONUMENT (STATION) CALCULATED WSDOT (STATION OFFSET ) FOUND WSDOT R/W MONUMENT (STATION OFFSET) LW -LINE STA: 2600 +00 STA: 2600+00.63 OFFSET.- 80.00 LT OFFSET 79.92 LT LW -LINE STA: 2605 +0D., STA: 2605 +00.31 OFFSET: 100.00 LT OFFSET: 100.04 LT LW-E1- W -C/NE_ STA: 2619 +00 - :-STA: 2618 +97.88 OFFSET 110.00 LT OFFSET 109.16 LT STA; ,19 +80.-0 •. ; STA: 19 +80.82 OFFSET. 60.00 LT OFFSET. 59.89 LT - -VTR. -UNE: -.• STA. 26 +00 STA: 25 +98.25 ar5o...• 60.00 LT OFFSET. 60.36 LT FA-LINE STA: .29 +10 •' STA• 29+12.77•.. OFFSET.: 210.00 LT OFFSET: 208.85 LT • ':•fA- LINE,-.' S4'A: 31 +80,= :..• STA :•.314-8258 OFFSET.• 190.00 LT :-'OFFSET.• ,(A8.97 LT ••FA -LINE ' -' STA: 324.15' °-.. -• •-..SZA: 32+1850 OFFSET 180.00cL• OFFSET.• 179.51 LT :1.A -LINE SSA': 47 +20 „ STA:, :47 +20.78 OFFSET. 22L7 00 LT QFFSET 219.55 LT FA -LINE • -$TA.: 50 +00 :-• .STA: 50 +00.45 -•. OFFSET; 165.00 LT, OFFSET 164.59 LT FA -LINE S7Ar :55 +75 STA: 55 +7548 OFFSET. 165.001T OFFSET 164.81 LT FA -UNE STA: 56 +40 -‘...57A: 56.4•40- 6.+04.01 .'• ' OFFSET. 1Bb.00 LT OFFSET: 180.17 LT RIGHT OF WAY RESTORATION SURVEY EAST MARGINAL WAY SOUTH, SR -599, SR -5, AND SR -518 THE EASTERLY HALF OF 711E NORTH RIGHT -OF -WAY UNE OF SR -518 BETWEEN 42ND AVENUE SOUTH AND 51ST AVENUE SOUTH IS THE SOUTHERLY MARGIN OF THREE -TREE POINT ROAD, WHICH DHA ESTABLISHED BY CENTERLINE SURVEY BETWEEN 771E EAST AND WEST LINES OF SECTION 22 -23 -4; EXCEPT 7H£ PORTION BETWEEN SR -518 STATION 159 +86.02 = 42140 AVENUE SOUTH 15 +00 AND SR -518 STATION 166+23 BEING 771• INTERSECTION OF THE NORTH RIGHT -OF- WAY OF SR -518 AND 771E SOUTHERLY RIGHT -OF -WAY OF THREE -TREE POINT ROAD. NO /MOT RIGHT -OF -WAY MONUMENTS WERE FOUND IN THIS SECTION. HOWEVER, A PRIVATE SURVEY MARKER WAS FOUND AT THE SR- 518 /171REE -TREE POINT ROAD RIGHT -OF -WAY INTERSECTION 17-1AT FALLS WHIN 0.2 FEET OF DHA 'S CALCULATED POSITION. NO ENCROACHMENTS, OTHER THAN MINOR RIGHT OF -WAY FENCE FLUCTUATIONS, WERE FOUND OVER 771E ENTIRE REACH OF THE SR -518 SURVEY SR 599 SURVEYING METHODOLOGY SR -599 WAS COMPUTED IN NAD27 COORDINATES AS SHOWN ON WSDOT RIGHT OF WAY PLANS, FOSTER INTERCHANGE TO SOUTH 118TH ST. -STA-7TON FA 29 +00 TO F8 100 +59.25 (SHEETS 2 -4). THE NAD27 FILE WAS O0NVERTED TO NAD83(91) COORDINATES USING THE _ARMY CORPS CONVERSION PROGRAM (CORPSCON V4.0) HOLDING THE' : •TRIMBLE R77C -GPS FIELD 17ES AND BEARINGS 771• COMPUTED • CENTERLINES AND THE •tFFLC1EQ RIGHT OF WAY LINES WERE • • MOVED.9ND ROTATED-TO THE PR14AARY BASELINE BETWEEN P.C. F1 76 +'05.30 AND P T F1 66 +41 :,S1. THE RESULTANT POSITIONS OF THE F/ELD'7130 RIGHT QF WAY MARKERS ( MONUMENTS) AGREE WELL W1.71•1 THIS METHQDOLOGY. DHA. HELD FIF,LD TIED ''-:- F.'05177ONS FORCENTERLINE ff.-C. MON F7 76 +05.30_•ND 1.1 P.T. 66 +44•._31. THE RESULTANT GOMPUTATION'MOVES .7HE'CEN7ERUNE OF S8 -599 ONLY 0.17 NORTH • AND 0.22 EAST OF 7Re ORIGINAL NAD27,-. WORT. CQM1'UTED POSITION AS CONVERTED TO NAD83(91). • SR' -005 SURVEY MEP-IODOLOGY. ''- DHA --HELD 11-13 _FIELD TIED. LOCATION OF'CENTERLINE .T..S MON LW 2607- +_69.6 AND_ THE FTELO •TIED MONUMENT POSITION P. T. MON .LW 2596+01.•1. THE FINAL RIGHT'OE.- WAT•UN£ SHOWN HEREON •-1.S BASED UP.ON THE FOUND MONUMENT POSITIONS.' -"A COMBINATION OF SWING ADJUSTMENT AN SINGLE PROPORTION WAS EMPLOYED TO REPLACE LOST MONUMENTS'8ETWEEN FOUND MARKERS. • RIGHT OF WAY STATFMENT LAND PARCEL INFORMATION SHOWN HEREON WAS DERIVED FROM CITY OF SEATTLE & KING COUNTY GIS INFORMATION PROVIDED BY PUGET SOUND TRANSIT CONSULTANTS FOR THE' SOLE PURPOSE OF ADDING BACKGROUND INFORMATION, AND DO NOT REPRESENT A BOUNDARY SURVEY. THE UNES OF SAID PARCELS WERE TRIMMED OR EXTENDED TO MATCH THE RIGHT -OF -WAY SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. EAST MARGINAL WAY SOUTH (SSH. No. 2) SURVEYING METHODOLOGY DHA HAS RESTORED THE CENTERLINE OF EAST MARGINAL WAY SOUTH BETWEEN THE BOEING ACCESS ROAD (DUWAMISH ACCESS ROAD) AND THE CENTERLINE OF SR -599 TO THE SOUTH. FIVE FOUND MONUMENTS WERE EMPLOYED AS SHOWN HEREIN TO F7NAUZE THE CENTERLINE. VARIATIONS IN RIGHT OF WAY WIDTH ARE FROM RECORD OF SURVEYS AND ASSESSOR'S RECORDS. TITLE . .REPORTS WERE NOT ACQUIRED FOR VERIFICATION. • DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODIAMLLE- REDMOND ROAD, B -107 WOODINNLLE, WASHINGTON 98072 (425) 483 -5 (425) 483-4650 FAX Drawn AMS /UJIA Date 09/11/02 Job No ST -085 Checked DAH /MJU Scale 'MOO' F 3 11 Sheet 4 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20 at M. under Recording No . at the request of DUANE HARTMAN & ASSOCIATES, INC. -"`/ Manager Superintenaent of Records RECORD OF SURVEY FOR SOUND TRANSIT SURVEYORS .CERTIFICATE .•: MIS map correctly tepresents a survey made: - by me or under. rhy dlrectibit•in conformance with.;" the. requirements of the S)VEY RECORDING ACT'. -.ai the request of • - • SOUND TRANSIT m SEPTEMBKJ2 2D 0' CERTIF1CATE NO. ' :• 9158/36798 KING COUNTY, WA SH/NGTON. 0 O 240, P =26.40 L =46.78 Tan =3233 Delto= 10131'58' FAUND 2" IRAN PIPE t4/TACK DOWN 0.6' IN CASE -• ::.... EAST MARGINAL WAY S. WEST LINE OF SW 1/4, 3 -23 -4 EAST LINE OF SE 1/4, 4 -23 -4 J DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVILLE- REDMOND ROAD, B -107 WOOD/NV7LLg WASHINGTON 98072 (425) 483 -5355 (4257 483-4650 FAX Drown AMS /MJM I Date 09111/02 Job No ST-085 Checked DAH/MJM I Scale floc' F 8 U- Sheet 5 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20 at M., under Recording No. ct the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT • .,.- .SCALE IN FEET 200' St1RVEYOR'S CERTIFICATE This -map correctly represents o survey madr% by me -"or under ryty direction:-tn conformance with the •requirements .of the SURVEY RECORDING ACT -• of the request of .••SOUND TR #NS IT • • SEPTEMBER -- , 2002 CERTIFICATE NO. 9158/36798}' KING COUNTY, WASHINGTON CURVE DATA SPIRALS BK & AHD. P.I. STA7ION A C A D R T L o DE Ls 2 -M 185 +17.7 4579'00" LT 30'19'00" 500' 1146.00' 629.70' 606.30' 1 2/3 730'00" 3.0 SS.H.2 -M 187 +94.3 C.S. EMW SOUTH 25+50 = S. 116771 ST. 0+00 1 FOUND CONC MON W/BRASS P%N:00WN 0.4': -• IN CASE'' -:• BRIDGE ASBUILT CENTERLINE FOUNb KING CIIUNTY . 3' BRASS SURFACE MON $RIDGE ASBUIL -T- - CENTERLINE'• • FOUND CONC MON W/BRASS PIN DOWN 0.5' IN CASE (UNKNOWN) 854.46 L= 215.00 Tan =107 55 Delta= 047856" {-' FOUND CONC MON W/BRASS DISC DOWN U.6' IN CASE FOUND CONC MON W/BRASS DISC DOWN 0.6' IN CASE (UNKNOWN) t--- LOT 3 FOUND 2' B 910N DOWN IN CAS FOUND CONC MON W/ BRASS PIN DOWN 0.6' IN CASE 0.4' EAST OF LINE ti ,ES tat � .o 6/) S*3p5 817 W p MpN� r� " �N�R�CnpN 22 0136% SSH. 2 -M S.T. 190+94.3 DK 190 +73.4 AHD LOT 2 0 h .2,1") ' L f • Mt v ■ a DUANE HAR7MAN AND ASSOCIATES, INC. — Surveyors 16928 WOODIM LE- REDMOND ROAD, B -107 WOODINVI L WASHINGTON 98072 (425) 453-&35.1. (425) 483 -4651) FAI ( -O& ( Checked DAN MJM Scale T'100' F B LL Sheet 6 of 18 Drawn AIS /M D+1 Date 09/11/02 Job No ST RECORDER'S CERTIFICATE 20 at Filed for record this day of M., under Recording No at the request of DUANE HARTMAN & ASSOCIATES. INC. / Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT 5 A: LP i ll1••� 100' 200' SCALE IN FEET -, • SURVEYOR'S CERTIFICATE This -map correctly rekesents a survey matte :, by me.-or under ri y direcfiorl;ia conformance with the•,requirements "of the SURVEY RECORDING ACT at.the request.of • • -• SOUND TRANSIT - EPTEMBEti:1 , 20 02. ' `• 10/20/02 0 CERTIFICATE NO. 9158/36798,' KING COUNTY, WASHINGTON. MATCI-L NE - FOR CONTINUATION SEE SHEET S8 RIVERSIDE STONE QUARRY 192'26'5 AL EAT M NA 1179',2'= • ate) HOI,D'THIS POSITION FOR CENTERLINE -- ` _':" , ,Oe E. MARGINAL WAY SOUTH SEE ROS, ti)OL. 38, PG.-1B2 . L— 6 •41W EMW SOUTH 13 +00 LOT 7 N . Y • UNDERCRD9SING EMW SO 4H 18 +50.15 P.0 -T.= Fl 95 +56.73 P.O.C. Fl 964-66.10 (118.85.L • 0 LOT 3 v of (gO�/ 04s) F P.T. F1 98 +58.96 BK = P.7: FA 98 +58.96 BK 32 RT I P.O. T. B 542 +98.86 AH 41 3 c_i C� Ci C) CD 2- LC, c.3 C� c� 4 :• 00: tnI= .:. ..- ' • — -- -- -.. "" . CURVE. DATA SPIRALS BK & AHD. -P./. STATIO& A C :• D R T L a D£ Ls 2 -11 185 417.7 4519 90:4. 3079'00" 5130' 1146.00' 629.70' 606.30' 1 2/3 730'00" 3.0 LOT 2 matith murnewaf 7a 8161H8T. •: 13..G CARILY qUT OF WAY •-• -. &TA7MN'fl 10100 -T TA770N fW A09-6122! 8'T4 OF 4-HTE78 . . 100' 50' a , • -.1 0' 200' .SCALE IN FEET--."• SURVEYOR'S CERTIFICATE Th1s map correctly represents o survey made:: by me' or under Jay direction: in conformonce with. the.•requiremerl.th of the SUf3 -VEY RECORDING ACT:-- .9k the request of . - SOUND TRt+NSIT in tc. SEPTEMBE$ , 20 02•="• CERTIFICATE NO. 9158/3679 8:" DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16929 WOODINVILLE- REDMOND ROAD, 8 -107 WOODINVILLE WASHINGTON 98072 (425) 483 -5355 (425) 483-4650 FAX Drown AMS Date 09 /11/02 IJob No ST-085 Checked DA11/t1M I Scale r'100' F B tL Sheet 7 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20ot M., under Recording No. zt the request of DUANE HARTMAN & ASSOCIATES, INC. Manoger Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT EXPIRES 8 17/03 KING COUNTY, WASHINGTON_ n 005, A I 42ND AVE S DUWAMISH RIVER WEST UNE OP N EAST UNE OF 1,5y.7/4, 70 -23 -4 • DWVAIN /SH RIVER 10 -23 -4 WEST LINE OF SE 1/4, 10 -23 -4 EAST LINE OF SW 1/4, 10 -23 -4 42. ab „ 0 vj FOUND WSDOT MON /CASE 2'IP DOWN 0.7' 03/14/02 SEE SURVEYOR'S NOTE SHEET 17 OF 17 O La 2 81'6 f113 1v �' N04:33'53 "W 963.99' TO P.T. e? AIA1 L?iIE- FoRCoNlWJATON SEE SHEET S7 o .. % wo VOTER 1 V78)af4M]E 10 8 WW1 sr h7W marry A:047CF WAY.'. • 8TA770NR EOKNI Ta':PTA770Y/$ L0 51 Ig 9-EET4 OF 4 81-fi.711 L 100' 5f1'.• "a- •' 100 • =• 200' SALE IN..FEt1 042 FOUND IRON PIPE 0.18 EAST DUANE HARTMAN AND ASSOCIATES, INC. Surveyors - 16928 WOODINVILLE- REDMOND ROAD, B -107 WOODINVILLE, WASHINGTON 98072 (425) 483-5355 (425) 483-4650 FAX Drawn AMS/ Checked DAH MJM I Date I MJM Scale 1''100' F B L I- Sheet 8 of 18 09111/02 Job No ST-085 RECORDER'S CERTIFICATE Filed for record this day of 20 at M., under Recording No . of the request of DUANE HARTMAN it ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT `y. S}JRVEYORS CERTIFICATE Thts,-map correctly repfesents a survey by me:-or under 76, directi6'n: in conformance with the ;iequirements •of the SURVEY RECORDING ACT. :." at*the request *of • SOUND TR_J;NS IT in SEPTEMBER.. , 20 02 - :- CERTIFICATE NO. 9158/36798• • • • ". :••• .s• KING COUNTY, WASHINGTO/V. MATCHLIAE - FOR COATIVUADON SEE SHEET SIO ...41VD AVE S •••• .‘" • ••-• • 'DUWAMISH RlER N4552.29T 64.00' IV01:35'05-E 2455. 2231 19' PUGET SOUND POWER & LIGHT CO. R/W P.C. F1 56+27.7 AHD= P.O. T. FA 56 7.71 AHD 32 RT P.O. T. Ff3 •+27. 71 BK 32' RTV •'" : . :". • *EST LIRE OF SE .1,7-4, 10-23-4: EAST-iINE OF SN(..1771,-10-23:-•;4 . - •- UND WSD(21' - 4ON/CASE D00110:-.0.6' 05/21/02 SEE SURVEYOR' SH 17 1.30UTE. N° 599 _04•3_3'53"W 77.. 963.99 . 433'5314' 963.99: .1/2 50431'35T '35'05-E 7&7.Y 54.24'"" N0422f3C:WIW50 --"gC4'33.53" 527.94' T F:1 F1 61+55,65 ‘.."‘ , , ,6<7 Tan"' -e3(■\'‘")‘' 0.•!, r 11VNI t"' Cit." .• ..... ":" .."1..31 r‘ .......... -14%•.-- ' , "...• ( '--i--) -' :".". Ar ,\.--)•-' l' '‘) " sq 1 0\ .... ... \N\ 664) DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODIIVVILLE-REDMOND ROAD, B-107 WOODINVILLa WASHINGTON 98072 (425) 483-5:355 (425) 483-4650 FAX Drawn AMS/MJM Dote 09/11/02 Job No ST-085 Checked DAHNUM Scale 1''100. F B U Sheet 9 of RECORDER'S CERTIFICATE Filed for record this doy of 20 at M., under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. / Mancger Superintendent of Records • • en Mg POEM k IITERCJAHOEM2 a nem 87: F.3-1KoF wAr STA77CHFA diff70 7011747rA, PI IX*20 9EET1G F 4 arPIE79 •-•• ..---.- 1013z 50' '100' 200' SCALE IN FEET • RECORD OF SURVEY FOR SOUND TRANSIT SURVEYOR'S .CERTIFICATE TtriS map correctly repit-3Ants a survey mode by rrti or under :My direction;:i.n conformance with:: the-requiremen-ts of the SURVEY RECORDING AC.T:' .et the request of • •." SOUND TRANSIT • .••• SEPTEMBER: , 20 02,*:" CERTIFICATE NO. '.:9-158/3679g.: KING COUNTY, WASHINGTON. M TCHL E- FOf7OloNTWA711OV SEE SHEET MI 1 P.O. T FA 40 +9283 133RD RELOC j// P.O. T. S. �5>T. / 27+52.37 1.52' 2'48'55-W 76.49' 3 LOT ',(,:c...2(";" cQ nt`j'✓ FOUND REBAR /CAP 3.03N/11.85E LO 2 x00 r pJ� /� / / 9 // /// / tt' 1 n,.. -; -ry A -f L/' ��.. –)r—P rs rC'' V f5'' - �r�r -�a i i�� ITP Q AIRSPACE LEASE SCHEDULE NUMBER •-' LESSEE LOCA17ON AA 7-05027-- CLARKUFT OF WASH.. INC. F.A. STA. 38 +45 TO STA. 40+40 ON LT DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVILLE- REDMOND ROAD, B -107 WOOD(NVI/ L WASHINGTON 98072 (425) 483 -5355 (425) 483 -4650 FAX Drawn AMSIMJM I Dote 09 /11102 I Job No ST-085 Checked 0 I 'Scale r-100• F B tl 'Sheet 10 of 18 A4A7LrIJEE– FOR COtV78 L4Th01V5EE 9TS9 - - -: RECORDER'S CERTIFICATE Filed for record this day of 20_at M. under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records • FIGHT OF WAY STAVIW'FA 71H00`T13 8TATh$1 FA MOO 94512 OF' egT$ 50' l' 0' 200' -SCALE IN FEET -'- SURVEYOR'S CERTIFICATE Th ig- -map correctly reptesents'a survey madir,, by me - -or under my direction .ln conformance with the'requiremente of the SURIY RECORDING ACT.--' of the request of - -- -SOUND TRANS I T RECORD OF SURVEY FOR SOUND TRANSIT .SEPTEMBER'• 20 02 ..- CERTIFICATE NO. .: - 9158/3679&: KING COUNTY, WASHINGTON NdO'3 '50T 7615.92' • i i LW P.0 S. 2629 +21.7= 2M —P.0 T. 39 +43.0 P. 0. T FA 29 +00 P.T. FB 28 P.O. T. FA .4 BK _ "FB 31 +33J- -AHD 75.0.BK = FA 374;33.7 AHD • 0 6 `0� GATEWAY CORPOR VOL. 744/25- Inn l 1 VIv r, A. DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODfNVIL LE- REDMOND ROAD, B -107 WOODINVFL A WASHINGTON 98072 (425) 483 -AS5 (425) 4834650 FAX Drawn AMS/14,84 Dote 09/11/02 Job No. ST-085 Checked DAH /MJM Scale r-100' F B LL Sheet 1t of MATGY@� - FOR CONTINUATION SEE ShEET S10 - .• RECORDER'S CERTIFICATE Filed for record this day of 20 at M.. under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records slaw • 7 dYa 0aie7Har._-.. M TaF wAr-' 8TA1CMl FA 2al00 1D8T471a4 FA WW1 97'24 9$18 • RECORD OF SURVEY FOR SOUND TRANSIT MI: 44W/ i/ /i // ;....T� 00' 200' SCALE.;-IN FL :.,;`" SURVEYOR'S CERTIFICATE - Thy map correctly represents o survey mdde:, by me or under my directioA.+n conforrnonce with the.-requirements of the SURVEY RECORDING ACT ?. ok the request of -- SOUND TI*NSIT In ,, SEPTEMBER" 20 02.----. CERTIFICATE NO. 9158/3579$' i KING COUNTY, WASHINGTON CURVE DATA SPIRALS 8K & AHD.] P.L STATION A C A 0 R 1 L a DE Ls 4W 2619 +79.7 6129'00" LT 450900" 330' 1637.92' 1210.07' 1290.0' 3/4 870'00' 4.667 WESFIJNE OF NW.. W.7 /4, £ASF :LINE OF NE :1/4, 15 -23 -4 -DETAIL SCALE r 10' • -' 7.83:•9NIWINC ENCROACHMENT LW C.S. 2625 +26.3 —23 -4 0005 51ST AVE S. 14.47' BR P 0 T LW P.O.C. 2619 +80.0 35 L T STATE .:Ct . E No. 5 .�w R'P.I. 25 +42.8 • • girosr 26aa +ii.3 FOUND WSDOT MON /CASE 5/21/02 =::SEE SURVEYOR'S NOTE SHEET 17 OF 17 LW..7'S 2607+.69.6 4122 j 0)72' R `,63j 4) ? za bb S 0 , _ WSDOT R UN \ f_ � • • �'_ `D. .-.' L= 246.62 - `t rh -- •a NO5552$ W '7• =125. 8- - -.•. 91.08.. . g ' e0o =2335 15 =5' •.07 00,91 I 2W NO8'49.4 T1 1/ 23R•- I _LWLAE L=644.98' R =1637.02 L= 676.63 Tan = 342.62 Delto= 2273'30" =1744.34 308a W5 W 0 ;m W 121°. 1 1,A "6 P.I. LW 209+ T 48TH PL S tr LOT 2 . • • • 8af/1W MM. Eh' to 8or=71=714 sr an axNrr FICNT OF WAY ' SrA.71GIN2805M1)-R2 (MATCH S 12e 8'$78:00 0 0742 50EE 3 10 200' DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINV/LLE- REDMOND ROAD, B -107 WOODINVILLE, WASHINGTON 98072 (425) 483 -5355 (425) 483-4650 FAX Checked DAHAAN 1Dote Sccle t'' . F B L.L ,Sheet 12 of 18 Drown AMS /MJM 09 /t1/02 boo No ST -085 RECORDER'S CERTIFICATE Fled for record this day of 20 at M., under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT —SCALE IN FEET--.'• • • SURVEYOR'S CERTIFICATE Thfe mop correctly represents a survey mid&.. by me- or under -my directiofv:an conformance with the.'requiremente of the SURVEY RECORDING ACF.' 4t the request of SOUND T);iNS I T in •5 SEPTEMBER. 20 02..: :. • CERTIFICATE NO 9158/3679 &. KING COUNTY, WASH INGTON. LW P.7..•2596 +01.1 CONC. MONUMENT IN CASE KCAS CALCULATED P.I. LW 2590 +78.4 N 176,245.42 (NAD27) 5 1,645,105.9 5 3 a 2 / .- ..... c FOUND WSDOT }I" _ ON /CASE -� / 27. LW — ' ::SEE SURVEYOR'S NOTE �/ 11-i- 72 6� S(IEET 17 OF 17 �) ° 1;1, R729• i_ 19 31,0 W (DNA) NN19315250 GO )- m (0025 00'W (WSD0T) N09'02' ,45 W (OHA) N09'02 —525.6 0 LW P.C. 2585 +52.8 NI1'48'40 "W 302.95' 103 ?A9 N20 04 0'23' N01 35 25 2465.10' 2118.72' NEST LINE OF SW 1/4, 14- 23 -4'•• EAST LINE OF SE 1/4, 15 -23 P21NE- OF- 14W- 3/23 -23 -4 ° EAST UNE OF NE 1/4, 24 - -�' 51ST AVE. S /� N1g31045'W �0 A 11 6. N19 3 65 I CjT ti l� 170irdi=D2'W ‘,I* ti - N N I I • ..\ VL2- • sou* b•41771 Elf 7oa(Xr111 67N8r - - a�aca(ivrz- 13TATiV( 2585{0050 t7TATION 91i06fL0 WEE"' o 129EEr8 1 1 1 1 1 50' 200' -.SCALE IN FEET DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOOD/l1MLLE- REDMOND ROAD, B -107 WOODiM&LL WASHINGTON 98072 (425) 483 -5355 (425) 483 -4650 FAX Drawn AMS /fAJM Date 09 /11/02 Job No ST -085 Checked DAH MJM Scale 1.'100' F B L.L Sheet 13 of 18 RECORDER'S CERTIFICATE Fled for record this day of 20 at M.. under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT SURVEYOR'S CERTIFICATE This -'map correy rep rn resents a survey ad gtl E' :, by me -'or under my direction's conformance with . the--Yequirements of the SURREY RECORDING ACT..."*- of the request of - SOUND TRANSIT • • -• (SEPTEMBER': , 20 02 -f X74- =.... CERTIFICATE NO. • 9I58/36794:•• KING COUNTY, WASHINGTON_ J r0. I Ir•, �r " 1 :1s; J P.O. M P.I. D 65 +79.10 N 173, 768.65 NAD27 69 +00 E 1'645'448'0 P.7 69 +58.6 = P.Oc.(D) 71 +58.6 12'LT 68 +10.6 :daC"�C• D P.T. 80 +37.9 (BY STATIONING) D P.T. 80 +87.9 (WSDOT PUBLISHED) D P.T. 80+37 9'. > `::: . LW P.O.T. 25$0 +37.9 (24.5_ RT N8057'1 00' OT) N09OZOD "W _or) .),./b9-92 ? 514.90 _R 909. 86 q.: — ¢• e u R. 1008385.4 4 D P. T. 72 *34.7 D P.C. 79 +61.8 NO6'45'45 "W (DNA) yy (WSOOT) 't 0LE LW fie • N 62231E i4 • v No 3 a57WN20 9 R= 2096:3 a FOUND Rc`BAR /CAP 0.505/2.14W N047'44 E 1 95' N06'14'41 �W 211.23' FOUND o, REBAR /CAP o 1.15 EAST c N08'06'01'W µ500T R/W LINE 727.37' WEST UNE OF NW 1/4, 23 -23 -4 EAST UNE OF NE 1/4, 22 -23 -4 CO a Ui 6.1'092) 51ST AVE. S 0) rr� vJ 51ST AVE S. WEST LINE OF NW 1/4, 23 -23 -4 EAST UNE OF NE 1/4, 22 -23 -4 8 ,e1 D81H&r7w 90UTH G'67N 8r KAOCOMITY RIGHTO0N&$ - 87i(1GV 2685/Oa 70 8TA 6TA7Cn - .?D STAG : ✓i 6OF119'$78 . • ice° 1 100' 200' . •.. •.SCALE IN FEET..--: DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVILLE•REDMOND ROAD, B -107 WOOD1NV1LLa WASHINGTON 98072 (425) 483 -5355 (425) 4830 FAX Drawn AMS /M. #4 I Dote 09/11/02 I Job No ST-085 Checked DAH M.1.4 Scale T-100' F B L- Sheet 14 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20_at M., under Recording No . at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT • • T. :SURVEYOR'S .CERTIFICATE -: This map correctly ftpresents a survey mbdB_: by me or under. :my direc;icr>.in conformance with_` tt4 requiremerits of the St)RVEY RECORDING A07- •at the request of SOUND TRANSIT in � SEPTEMBEfi 20 Oz: -:.- CERTIFICATE NO. 9 1 58/367$:3 N t•s NO6.20'4 W N040.95' E T^jO D' N0618'19 "W 100.95' ^-y2'S 1 .govre N0 5 5 ?AtE .'.•P.C. (0) 59' +98.6 idj4.0'001 pHA)) N1 .12g 80' 61•x28.4 P.0. T.(I -L) 14J:'94.0 = P.0.T.(M) 5Qf•b7.9 L =140.67' ••N0041'15`E L� 250 22' NO028'53 "E ®-' �1 L=130•55 108.33' 7197' R= 1063.53 e tb ; Del To 36 0" r a • ppa6 N SEE DETAIL A i� lO h I� M L/�E� P.T. (0,) 58 +69.8 - R= 1145.92 N1202 '46 "W 55 -- I a / •02 Z + ••-• •'": • . FOUND 1 R•• ' REBAR /CAP tit 0.56 :WEST w O p iI r1 v dzi ...•;:_-,1 i:: Pa. .. .•9 VE s lU I+ IN IO 74 WEST LINE OF SW 1/4, 23 -23 -4 EAST LINE OF SE 1/4, 22 -23 -4 KING COUNTY, WASH /NOTON_ o = IoN0039'17 E 00.52' / N8871'08"W_ 2618.22' TO EXISDNC CENTER OF SECTION 22 -23 -4 PRE 1964 MONUMENT. SEE R/S 43 -202, 8/5 09 -174 AND R/S 27 -152. THIS POSITION, BY THE \ PREPONDERANCE OF THE EVIDENCE, \ APPEARS 7Q:BE• THE ORIGINAL \ P0S /170N.:xOR NE: i/4 CORNER \BETWEEN" SECTIONS:22 AND 23. (o01 E ` 336.67' - -- N00:41'19 E 121.38' — N89'18'41'W 59.04' 0 254_19' N897B'41 "W 10.00' .• -• -lit: 02 1221 -29.4 MATC1-11I5E - FOR CO 1TNJA1KW SEE T Sts• • . DETAIL A SCALE E-20 • I �N. ry ▪ N N N h O W 2 :Im oI N 2 OUND MON CASE STA LN 190 +99.0 SEE SURVEYOR'S NOTE SHEET 17 OF 17 ND MON CASE STA LS 190-1-99.0 SEE SURVEYOR'S NOTE "� SHEET 17 OF 17 / `rIN N 31 n Stn y • N00.41'19 E 821.82' POT. 190 +99.0 • SR 518 -STA 190 +86:0 5R 5.STA W 120+-87.2 .• -END SR 51,3' 45+40. • • • • QUARTER CORNER 22 & 23 SET BY KING COUNTY IN MARCH 1964. SEE KCAS BOOK 1835 520-05'l rig 10.92' S8833'07 "W R/S 43-202 NOTE.- 71-16 WSDOT RIGHT OF WAY PLANS FOR SR -5 AND SR -518, 807H SURVEYED PRIOR TO 1964, CLEARLY INDICATE BY THE LAND 77ES THEREON, THAT THE PRE 1964 QUARTER CORNER WAS EMPLOYED FOR 7716 RIGHT OF WAY CADASTRAL / REFERENCE 7765. 7116 EXISTING CENTER OF SECTION / 22 MONUMENT WAS ALSO USED BY WSDOT. 77115 / CENTER MONUMENT IS ACCEPTED BY KING COUNTY/ IN 7716 1964 SUBDIVISION RECORDS SEE DETAIL B, SHEET 3 OF 17. yr' 89 t. 054- 9 \ ■ / / / 90Up/ oe/1i 6(� 601/11! 46P16T ETA. 13 (25344 0 9 7 0 STAMP; 2g1110.7 8IEEr6 OF•915E13 • • 10 0' 100' 200' ..--..SCALE IN FEET-::-. DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVIL LE- REDMOND ROAD, B -107 WOODINVILLE, WASHINGTON 98072 (425) 483 -5355 (425) 483 -4650 FAX Drawn AMS/MJM Date 09/11/02 Job No. ST-085 Checked DAH /M.AiA Scale x -100' F B tL Sheet 15 of 18 RECORDER'S CERTIFICATE Filed for record this day of 20_ot M,., under Recording No . at the request of DUANE HARTMAN & ASSOCIATES. INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT SURVEYOR'S GERTIFICATE ThIC- map correctly represents a survey mdde:_ by me- or under my directia& in conformance with the,requirementii of the SURVEY RECORDING ACT:-' at. the request of SOUND TRANSIT In fSEPTEMBER , 20 02.•".• CERTIFICATE NO. 9158/36798: KING COUNTY, WASHINGTON. N83 44'06 "W 180.39' MA TCI- - FOR CONTINUA 710N SEE sEET S15 Pvi a 5331' £OUAJH7N . :a T. 182'1-68.7 BK.= - .-P.O. T... 783 +07.6 AND - • HR CURIE DATA "' ' - -• SPIRALS BBC Qt AHD. P.I. STA770N .- '':•:.II'.. 01. 0 -- R T .• .••.(:.••- •. - -'o tit :Zs 174 +19.6 827730" LT 7!"08'30' 44b' 1273' 1249.55' 7558.7' 1 2/3 .604'30' •:- 2.7 C.S. 179+98.7 Cam' 1� �1 L 47TH AVE S. FOUND REBAR AND 1 1/2' ALUM CAP D010/ 0.5' IN CASE TO P.I. 174 +19.6 L =503.88 R=686.34 Delto= 42'03'50" Tan= 26390 i00g1 } -• MA7ChL9E- FOR CONT I14710NS ES- ET 8917- *. 1R517 1P �101P 311 ' 7a►arlON rwr/s s 509 tr, 1>wn couvrr :4T OF WAY AM" LASTED AGICEN3 • RLLYOW7AO.LW • �• . 8T47X.1V WHAM erAMYIW AVf88D H-EET)LCF9 MOVE 1 50' 0'� - -- 200' DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOODINVILLE- REDMOND ROAD, 9 -107 WOODINVILLE, WASHINGTON 98072 (425) 4803 -5355 (425) 483-4650 FAX Drawn AMS /MJM (Date 09/11/02 1Sheet Job No. 8T-085 Checked DAH /Scale .F B. of RECORDER'S CERTIFICATE Filed for record this doy of 20 at M. under Recording No. at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records RECORD OF SURVEY FOR SOUND TRANSIT —SCALE IN FEET:% SURVEYOR'S CERTIFICATE - Thtc mop correctly represents a survey mdde:- by me- or under .rny directi0n..in conformance with the•requiremenfe of the SUR-VEY RECORDING ACF•' pt the request of SOUND $TI;ANS I T in -P SEPTEMBE.0 //- 20 02. - t��/ rY� Y�'L�+� e�•rU cERT1F1CATE N0. 9 1 58/3679A:: SEE DETAIL B SHEET 3 OF 17 FOR CENTER OF SECTION 22. KING COUNTY, WASHINGTON" FOUND RBAR AND 11/2" A UM CAP DOWN 0. IN CASE FOUND REBAR AND 1 1/2" ALUM CAP DOWN 0.5' IN CASE FOUND REBAR AND 1 1/2" ALUM CAP DOWN 0.5' IN CASE 905e) ID P.I. 174 +19.6 THREE 0 FOUND REBAR'ANQ 1 1/2" ALUM CAP-': - DOWN 0.5' IN CASE FOUND REBAR /CAP 0.20N/0.10W •• •. •. R/5 53 -268 1,10 CONC MON •. ;•' / 2" BRASS CAP:;? OWN 0.7'INCA F.(77.43703- Qelta= 30.3222___ Tan = 202.85 L= 503.:8 R= 686.34 Delta = 4203.50" Tan =26390 10 UN2 �� FOUND REBAR AND- - / 1 1/2" AL1 -C'�P� A6 6g• , DOV IN CASE /d �ti in /- � !� . TRUCnON CEN�RL N STATE Rom NO. 518 30', 30' 50 0 (p335 R= 1273.24 100' SCALE IN FEET 551 .4:2T 3 20 S',- L AF oy ti 8527'07 *W '''.' N87'58'42" ''Ir i 96.28' , 42.40'/ 1-, 61 +70.0 T.S. • SR 518 STA. 159 +86.02= 42ND AVE. S. STA. 15 +00.00 RESET BY DOUBLE CADASTRAL 77E (S1NCL£ PROPORTION). NOT INTERSECTED WITH THE 74.7 S 7 8K= . • . -CONSTRUCTION CENTERLINE. .759-148.3 P•'O. T AHD• Lit V. 146 +04.7 C. TO P1. 141 +48.9 DUANE HARMAN AND ASSOCIATES, INC. Surveyors 16928 WOODIAMLLE- REDMOND ROAD, B -107 WOODINVILLE, WASHINGTON 98072 (425) 483 -5355 (425) 483 -4650 FAX Checked DAf•1 /14- (Scale 1'000' F B LI- Sheet 17 of 18 Drawn AMS /MJM Date 09/11/02 Job No 87-085 • _'.- CURVE DAiA SPIRALS BK & AHD__... -.. P.I. STATION C A :' D R: • T.: " L .'- a - DE. .- Ls 141 +48.9 5971'00" LT 4702'00 ".' 4'30' 1273.24' 859.36' 1045. "9' 7 2/3:. 64'30" 2.7 174 +19.6 8277'30" RT.. 70083'" 430' .1•73.24' 1249.55' 1558.7' 1 2/3 ••,•: 604'30" 27-'-: RECORDER'S CERTIFICATE Filed for record this day of 20 at M. under Recording No. of the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records S. 156T11 ST RECORD OF SURVEY FOR SOUND TRANSIT OM7OAP sn AIQ'irTav?Wars wSID Tom .7421frop bongo GANWACL8S RLLYCONTROLLED STATION 740,00 70 8TA1[iV 7C7Ya0 SURVEYOR'S EERTIFICATE -• Th1e map correctly represents a survey mAife:. by roe or under Any direct-loft-An conformance the.'requiremenfs of the SUVEY'RECORDING ACE• of the request of 1• - =• SOUND TJFANSIT in ,-. SEPTEMBEIY , 20 02.'- CERTIFICATE NO : • 9158/36794. 21 S. 15477-1 ST KING COUNTY, WASHINGTON. u 011 N3859 26 "W� 4240' (007 N8877'40 "W 120.78' w a 20. coo' 77'40 "W S. 15477-1 Si 41/LITAR);,)6,40 /1 +• I3ziRr°s•, 42) .f 2exep (>5. °sue yA Qr 4.4 101 50' .,,s/1"; 100' 200' 235 SCALE IN FEET FOUND MONUMENT CASE STA W -5 226 +26.00 P. T. • N2824'47 "W .- 6011' .•. - CONS7RUC770 126 +22.5 P.I. CENTERLINE. :n • Y1• 123 +14.8 SC. 121 +948 T.S. 121 +0 6 121 +0 WSDOT ' N 0 0 A A A 21 28 N883757 "W / 25.81' 410 +14.8 SR -99 AT SEC770N LINE FOUND MONUMENT CASE STA N —E 24 +81.62 P. C. C; -. DUANE HARTMAN AND ASSOCIATES, INC. Surveyors 16928 WOOD/AMLLE REDMOND ROAD, B -107 WOODINVILLa WASHINGTON 98072 (425) 483 -52155 (425) 4834650 FAX Drawn AMS /WM Date 09/11/02 Job No. ST-085 Checked DAH /M R d Scale 1 ' F B LL (Sheet of UNDERCROSSING S.R. 518 STA. 126 +16.10 P.HS STA. 424 +94.4 • SbRVEYOR 5 NOTE_: L • WSDOT R LINE L= 463.76 R= 1092.50 Delta =2479.19" Ton= 235.43 129 +26.1 C.S. ST 243,x,_ -415'0 N0 130 +46.1 S. T. • POSYAGW=COORQINATES FOR Tkit CENTER Of THE DOST1NG"MONUMENT -CASES ._ IN THE ACTIVE -HIGHWAY LANES, AS SHOWN HEREON, HA -VE BEEN LOCATED Willi • _ A LE1CA TCRA -1103 REFLECTOR —LESS Ei£CTRONIC D /S,TANC£ METER(EDM). 711E CENTER HOES co EACH CASE WAS'DETERMINED -,8Y A MEAN :OF • • ": MLQ7IPLE ABSERVA77ONS.MEASURED FROM STRATE IJCALLY LOCATED POINTS' SET DHA'S GROUND TRAVERSE: STATIC AND RTK GPS NETWORK DE CONTROLS. BASED UPON THE 8 —INCH l ?Sl7E DIAMETER OF -A' TYPICAL MONUMENT CASE, DHA ;HAS ASSUMED AN ERROR RADIUS AF 0.25 FEET BETWEEN THE CENTER DF THE CASE AND 7718 MONUMENT.'CENTER.,:1HE ASSUMPTION ALSO BEL1E4£S THAT THERE'1S A MONUMENT IN mg -CASE. UNEAL CLOSURE BETWEEN THE MONUMENT CASE CE/VTERS 77E15 BY REFLECTOR —LESS EDM ON 5R 578 BETWEEN -/ -5 AND SR99, .1S 1:18074 -•' OVER A TOTAL CENTERLINE LENGTH OF 4880.Y•FE.ET. RECORDER'S CERTIFICATE Filed for record this day of 20_at M., under Recording No at the request of DUANE HARTMAN & ASSOCIATES, INC. Manager Superintendent of Records • • 5Yg COA,S,,UCn3v N,E RAMp 132+89.5 T.S. SC 135 +59.5 (180'LT) `3�4 ?J• Bsg36\ R =1273.24 TO P.I. 141+ CURIE. DATA SPIRALS BK & AHD. P.1.. 87A770N "- S.", - C 6 -' D R T L a 1 DE Ls 126 +22.5 :'1437'30 ":iT 1273'30` 700', . ••8621.79' •.427.65' 611.25' 1 2/3 I 172'00" 1.2 RECORD OF SURVEY FOR SOUND TRANSIT IF81317 70 w•sio - AtEFITCAV149GHTa 8t 7V SR Al71TOP WAY MD LM1W A0 /iLLYC1aNTROLLED e7A711N 12H.0:1 70 STA710H With .% •- • • ' 91,ter.e OF 99/8 S{IRVEYOR.'-S CERTIFICATE Th19 -map correctly reptgsents a survey mode by rB•or under my direction ,N conformance with thg;.fequirementS. of the SURVEY RECORDING ACT; - ot the request of 'SOUND TRANSIT • •. -In SEPTEMBER': , 20 02 CERTIFICATE NO. = :9 1 58/36798 :. - Iu1 I QQQ222�SSSj 1 5 8 / 3 6 7 9 8 : : 1 J In CI- CO • N o N 11 � on o Li 0 C7 O ,0 0 0 • 0 07 (J I- In o J I o 0 wl :i -HELD K.C. No. 3427 AND VERIFIED BY G.P.S. FOR PLAT SECTION CORNER COMPARISON N87'38'20 "W 9 110 ��- • � '- 2623.31 - -- FOUND 4" CONC. MON. WITH HELD KING COUNTY No. : BRASS CAR' 1.0' .'BE.QW GRADE 3426 FOR POSITION OF STAMPED • "KING COU►•fTY SURVEY QUARTER CORNER. (MONUMENT w 1976 3 ". 9/27/01-: - A.PPEAT3$••17 'HOE BEEN . B 110 = - DESTROYED BY GRADING. Nis/ •■•• V • . V • • • v v • • • SUBDIVISION AND PLAT COMPARISON SCALE: 1" = 500' ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED 0+5~ •4.31 F 588'15'26 "E' • - • 893.14' CALC. \l‘S. f1.th, St. _ S87.54'37 "E 2630.50 PLAT 1/4 COR. CALC.'S TO BE 9.8' WEST X 12.7' SOUTH OF, FIEL(Z•POSITION • HELD KING COUNTY POSITION K.C. MON. #3425. w • 1<' :S, in• - Ij ta- ▪ S. LINE RELEASE BY a' o ADA BENNETT -1913 S. 117 €h St. up LA 2 1 ______L-........ Ii 1FOUND 3' BRASS CAP 0 GRAD m STAMPED D.E.A. " LS. #18904 I 9 I10 ". 9/27/01 • F-- --- % r ._ .. HELD K.C. G.P.S. POINT No. I I , 3437 AND VERIFIED BY G.P.S. st , p, a' 9 p S8T32'47" , ' r : •; .2630.43 1223.28' - 4. ii. PLAT 1 /4'•COR. CALC.'S • TOBEQ7' WEST X1.8:.' SOU TI.t:OF FOUND COTF,• ▪ I <BPONT Z q co N o ri ,- 0<3+- b ?aTNT 9 16 587'32'47 "E 2629.44 AND W. 1/4 CORNERS OF SECTION 10. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING FFR 1993_A 4D-OCL200L- UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY 15 A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS. THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS EQUAL TO OR BETTER THAN 1 PART IN .s,000 THE METHOD OF ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332 -130 -090. REFERENCE DATA REF. NO. 1 PLAT OF RIVERSIDE INTERURBAN TRACT'S REF. NO. 2 PLAT OF BENNETT'S INTERURBAN TRACTS - UNRECOREDED REF. NO 3 SEATTLE TACOMA INTERURBAN R.R. (P.S.E. R /W) VARIOUS MAPS AND FIELD NOTES FROM COUNTY, CITY LIGHT AND PRIVATE RECORDS. REF. NO. 4 COTTERILL & WHITWORTH FIELD BOOK #63. REF. NO 5 KING COUNTY BOND ROAD NO. 11 (RD. #1004) E. MARGINAL WAY EXT. REF. NO. 6 COUNTY ROAD NO. 1051 (E. MARGINAL WAY) INSPECTORS VOL. #113 REF. NO 7 COUNTY ROAD NO. 1416 (JAMES E. HOUGHTON RD.) K.C. F.B. #364. REF. NO. 8 KING COUNTY SUR. # 2165 (ALLENTOWN FOOTBRIDGE) K.C. INSP. F.B. #81. REF. NO 9 SEATTLE CITY LIGHT RETRACEMENT SURVEY OF 40TH AVE. S., S. 117TH ST. , 39TH AVE. S. & P S & E R /W( CITY LIGHT F.B. #371G & 371H) REF :NO. 10 VARIOUS SUR VEPS:BY. HARRY RUTHERFORD R.O.S. BY LIAO. VOL 29: P. 116 R.O.S. BY'JOHN EWI.Nb VOL. 11, P. 48, & VOL. 8, P. 101. R.0.S:'13Y TOM K1130 VOL. 10, P. 167. SR =599 FOSTO INTERCHANGE TO S 118TH ST. SHEET 4 OF 4. ESTABLISHED-.BY COMMISSIONERS RESOLUTION NO. 1416 MARCH 16, 1964. FAUND 4" CONC. MON. Willi,. REF. NC:;.11 - '•BRASS CAP:'-0.S' BELOW GRADE =:::: • STAMPED.'-KING COUNTy.R.TVEY -REF- NO 1...? -N 1931 101-11 ". 9/23`/01 • -•' REF. NO..13 MONUMENT TIE1)'FROM NEARBY REF. N9: 14 W.Sr(i.O.T. G.P :$. CONTROL __- ••••'•': 5259.87' (5260.72' PLAT) 10 FOUND 6" CONC. MON. WITH BRASS CAP AT GRADE STAMPED "KING COUNTY SURVEY J.P. DOOD ENGRS. 9 10 ". 9/27/01 16 15 TIED FROM K.C. G.P.S. POINTS No. 1003 & No. 1004 31+51. 1S 589'04'38 "E 2638.82 PLAT'SEC. COR. CALC.'S TO BE 0.65' NORTH OF FOUND COR, DECLARATION: PLAT 1/4 COR. COMPUTES TO BE 0.16' EAST OF FOUND COR. BASED ON SINGLE PROPORTION LOCATION OF WEST QUARTER CORNER. • A2 P 3 L PCAT•1 /4 COR. CALC.'S' TO 8011.a : :EBoT x' •0 :2' NORTH OF FOUND COR, I HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY PENHAL LEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE PLAT AND THAT THE FEATURES SHOWN HEREON ARE AS FIELD IDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. 1 GORDON S. RECTOR - P.L.S. #11691 - 2- DATE 15 _14.65'47'16"W - 2623.97 - FOUND 6' CONC. MON. WITH BRASS CAP 0.6' ABOVE GRADE STAMPED "KING COUNTY SURVEY 1939 10 ". 9/27/01 15 LOCATED BY G.P.S. METHODS HELD KING COUNTY POSITION- '••'. -• K.C. NON. #3445.: URVEYOR'S N64RRATIVE .Our project wos•-fa establish various rights of way in the northeost • area.:6f the Riverside Interurban Tracts which were platted by Cotterill & Whitworth in 1903. We found a large copy of the plat in h &ke Morshcd1's records on Mercer Island which we used for our 'Cer pputotiorls. The section subdivision that we computed from data shoWn :Qn- the plat checks fairly well along the total west line of 10- 23N- 4E and the East -West center line of the section, but has major errors along the north and south lines of the section. The west quarter corner is shown as o single proportion at that time but presently is several feet different from that- The majority of the lots in the northeast portion of the plot do not close mathematically cnd no reasonable solution was found to correct the errors. The few monuments that were set in the northeast portion have been destroyed. There are a great many discreponcies in the surveys, that have been conducted in that northeost area over the years. A uniform pattern of occupation has proven to be nearly impossible to determine. We went so far as to plot up the original traverses by Cotterill & Whitworth found in their field book 63 to try to determine where the problems occurred. It appears that they hod a 5 foot +/- error in one of their traverses which probably contributed to some of the section subdivision problems we encountered. We computed out the various traverses conducted by King County and City Light over the years and hod reasonably good checks on the location of the existing monument •:.at S. 117th St & 39th Ave S. and also the southeast corner of Bennetts- ...Unrecorded. The plat of Bennetts InterurbanTrocts Unrecorded encompasses a portion of the survey area and we were able to get ,-.fairly good checks with the information shown on the unrecorded :• plat qn ' he associated deeds. We were able to obtain fairly good checks along S 116th Street from East Marginal Way S. to 39th Ave :5. and S. 117th Street. The location of 40th Ave. S. and S. 119th Street has,m- ny, variable ocotions - :- -We elected to go with the existing rriolwmerft at 40th. Ave., S- arid'.S_117th St. and the tie to the hub ta••tt,e soutfi along the centerline extindeTL,which hos been used by a rx lnber - 6i-.Rurveyors aver th=e years. Tfi0•t'alignment- checks fairly weB with occupation. • S H: � -'T 1.: •' O F: 4 .8 FJ H T S: SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF CITY OF TUKWILA IN NOV. 20 01 O GORDON S. RECTOR CERTIFICATE NUMBER 1691 RECORDER'S - AUDITOR'S CERTIFICATE No 60,100.1 e i et9 Toeolo7 FILED FOR THIS r,2 f DAY 0F•IStAt , 20e_a- ATJ o0 f M IN SURVEY VOL. 150 AT PAGE 9 AT THE REOUEST OF PENHALLEGON ASSOC., INC. SUPT. of RECORD - AUDITOR MGR. - DEPUTY AUDITOR Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Mali STREET SOUTH KIRKLAAD, WA 08033 (425) 827 -2014 MAP GMK. REVISIONS, RECORD OF RIGHT OF SPAY SiRVEY _ AT BENNETT•' :S INTERURBAN - UNRECORD ED 8e :RIVE .SIDE - INTERTJR.BAN,• :•TRACTS:' FOR.:' CITY OF TUKWIIi& PORTION OF: WEST 1 /2,- SECTION 10, T. 23 N•; R. 4 E., W.M: DRAWN BY. JFW SCALE. 1" = 400' FIELD BOOT, 82 & 82A FIELD GREW FM W,RG ,DF DATE. : 01/23/2002 PROJELi- Na. 01649.10 110 OF S. 115TH ST. U 0 • ID 50' 50' 44 45 1 RELEASE LINE SEE' SHEET 1 OF 4 • = • S88 15'25" • 893.07 103 00 39 R/W AS SHOW1' ON REF. #1I4 AND ASSESSOR'S MAP. ES`TABUSHED BASED ON EXITING PAVING LOCATION. NO DEEDS WERE FOUND FOR 601 WIDE PORTION. NO GEOMETRY WAS SHOWN ON REF. #4 AND W.S.D.O.T. JCOULD NOT SUPPLY DEEDS OR ANY R/W DATA. , I I S88'15'25 "E' 504.59' • • • N8816'55 "W , ..... ( „ . 55" REF. #8) N N8816'22 "W CALC. N o 434.37 0~ 38 S, i 116th S!t. O • LEGEND HELD LOCATION OF INTERSECTION PER COUNTY ROAD ESTABUSHMENT #1051 (E. MARGINAL WAY) INSP. VOL #113 THIS LOCATION CHECKS HISTORICAL EVIDENCE AND OCCUPATION. 7 +23.58 = 10 +00 w 768:.COUNTY:ROAD ESTAB. 76'57'274 :CL7Y UGHT F. #371G FOUND CONC., MON. IN CASE 0.72' N.E :OF CALC. INTERSECTION. I I A A FOUND 1/2" REBAR & P "CRONES ILS I n #19�¢35I 0.4' N. QF 1 N FOUND 1/2" RBAR R/W LINE p & CAP "CRONES LS � #19635 0.4' N, OF I ' R#1/1 9W6 UNE (• I Irk { 2 i ] . 28 .I 2 „..110,3(a„ `I s� v�� • ' I1 iii ' �.- , .I;' •r 00 JAMES E. HOUGHTON RD. K.C. RD. #1416 (VOL. 364) REF. #7 i 674.23' CALC. & HEL (388'17'55 "E . 673.46' REF. FOUND CASED MONUMENT UNLESS OTHERWISE NOTED O FOUND REBAR AND CAP UNLESS OTHERWISE NOTED 0 SET PK NAIL & AL WASHER AT PROPOSED MONUMENT LOCATION (& TRAV. PT.'S) SET REBAR & CAP AT REFERENCE POINTS FOR PROPOSED MONUMENTS (& TRAV. PT.'S) CENTER UNES RIGHT -OF -WAY UNES SECTION LINES TIES TO REFERENCE POINTS SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF CITY OF TUKWMLA IN NOV. 20 01 SEE SHEET NO. 1 GORDON S. RECTOR CERTIFICATE NUMBER 11691 1 Z FOUND & ACCEPTED 4" CONC. MON. WITH COPPER TACK AT P.C. 0.9' BELOW GRADE 6f HELD. F 1 1! 1 C IF T P S C M T (oO ANGLE POINT AT CENTERLINE ANGLE PT. STA. 28 +62.7 SEE SHEET 1 FOR i4N.SFOUND. RECORDER'S - AUDITOR'S CERTIFICATE NO FILED FOR THIS DAY OF 20__ AT M IN SURVEY VOL. AT PAGE AT THE REQUEST OF PENHALLEGON ASSOC., INC. SEE SHEET NO. 1 SUPT. OF RECORDS- AUDITOR al • 70N°ACL LATro EXPIRES 11/26/2002 SEE SHEET NO. 1 MGR. - DEPUTY AUDITOR Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (425) 827 -2014 MATCHLINE SEE SHEET 3 OF 4 50 GRAPHIC SCALE 0 25 so 100 . STREET 2:OF ( IN FEET ) RECORD OF. RIGli OF WAY Si}RVEY AT BENNETT'S INTERURBAN' — UNRECORDED; :'. &-- :RIVERSIDE I'NTERURBAN .:`I'RACTS::' --:--'-'- FOR CITY= OF TOKWILAI PORTION OF: WEST 1 /2,-.SECTION-.10, T. 23 N:;; R. 4 E., W.M. MAP Cit. REVISIONS. DRAWN BY, JFW SCALE, 1 " =50' 1000 B0011 FIELD C EW 82 & FMW,RG 82A ,DF DATE -: 01/23/2002 PROJEI. N0. 01649.10 f3t 4 • • CEN:PERLINE PER PLAT '+;..-REF. 1 • • • • .F.•• • .• .:-.91:•00 PLAT • (REF.. 305 89.33'20":'•AS-B1.8LT • ,• - • • • $c--f PK • • ..• • • Di P.P. .• HELD CENTERLINE LOCATION PER REF. # 9 THIS CHECKS LOCATION PER REF. # B. •:- • • 119 th S t. SEE DETAIL FOR RP'S • .• ■ - • -• • • LEG EN • • • • • '• ,-- "' HELD LOCAVON PER VARIOUS SUIR)AFi'S USEO• THE EXIST1 HUB otrTHE CENTERLINE-OF THE JOERURBAN R.R. R/W ' -.- AT 78.31' N.W."- Of..P:T. OF CURVE AT STA.,' 1019+24.70. THIS 'POINT MATOFIES °COUP/COON FAIRLY WELL BUT DISAGREES M-TH COUNTY ai••••-- CITY UGHT FIELD BOOK LOCATIONS BY 3.85 WEST. NO LOCATION FOR THIS POINT :SATISFY - ALL ELEMENTS OF THE PLAT DIMENSIONS 'OR— HISTORICAL EVIDENCE. AS NOTHING WAS FOUND IN ANY LOCATION. WE HAVE ELECTED TO ACCEPT THE SURVEYS LISTED IN GENERAL NOTES ON SHEET 1 UNDER REF. NO.S 11. 12 & 13. 0. 0 -•;FOOT BRIDGE • • • OBIlk. FOUND CASED MONUMENT •,•••• UN11SS OTHERWISE NOTED .•-•-• ..-- ....' 2,...-' FOUND REBAR AND CAP UNLESS OTHERWISE NOTED ...-- SET PK NAIL & AL WASHER AT PROPOSED MONUMENT LOCATION (& TRAV. PT.'S) 0 SET REBAR & CAP AT REFERENCE POINTS FOR PROPOSED MONUMENTS (& TRAV. PT.'S) CENTER UNES RIGHT-OF-WAY UNES SECTION LINES TIES TO REFERENCE POINTS SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF CITY OP TUKWILA IN NOV. 20 01 SEE SHEET NO. 1 GORDON S. RECTOR CERTIFICATE NUMBER 11691 • RECORDER'S - AUD ITOR'S CERTIFICATE NO FILED FOR THIS DAY OF 20__ AT M IN SURVEY VOL AT PAGE AT THE REQUEST OF PENHALLEGON ASSOC., INC. - SEE SHEET NO. 1 SEE SHEET NO. 1 SUPT. OF RECORDS-AUDITOR MGR. - DEPUTY AUDITOR FOUND CONC. MON. WITH' COPPER TACK AT P.I. 0.9 BELOW DIYADE Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STILT 5T8OET SOUTH KIRKLAND, WA 98033 (425) 827-2014 MAP 0111. REVISIONS. AT DRAWN BY, JFW , 0 0 " SET 1111 CKIN FTG. SET RP TACK IN FTG. DETAIL N.Y.S. GRAPHIC SCALE 25 50 100 IEET 4 OF 4 SH1JTT -`" 'RECORD OF RIGHT-- OF WAY SURVEY •-. BEV1\TETT'S• INTEReRBAN.• — UNIZECORQED::::•• RWE*SIDE IXTERLJOBAN .'.112ACTS FOR -' C OF T:IiiKVITI LA" PORTION OF: WEST 1i2T•SECTION.30, T. 23 N.;:R, 4 E., W.M.:••••• SCALE. 1" = 50' FELD BOOK 82 & 82A FELD caW FMW,RG ,DF DATE. 01/23/2(g).2 FRozz.N.o: 016.4:9.10 • • S.E.V4— N.W.V4— SEC.10 —TW R 23N —RGE.4 E.V.M. tD f7AL,G SCALE I = .30 10 -166 � • //7 rEL sr, q,97. s •.�e d• , a• cXTS•!/6..v4D ,'44'c Ds • • NL 4' �cA�va i - 0 P/ .- a1/ foE' 7 Ed� El ° : ri6 /c.74 3 F_ _: race //) /eQd;% cy:7/7 e",e7Ze_ • • 7% `.'tz/ o,c'f/.faf/oor /iQri o�7Taef`C'4i�d. /3, /!/EPS /IE J(/TEe°!/eBi¢(/:71°lcT3 •an/1:6,Pj tD P4274- • _. /e �wed irl /usv� /e, •.C! /QSyafP /afrl/o4 e- 7V, , ,E//T Q i # 7f7,7 //9 e s,z2O q, .- • -- •. - 27e7c/` / and /y /nq /ter //i c.F e.eFSfiny 7d°••••7•-e.• Ci /S7pan : o,' 1- piw / /e/ ea/a , i e_ cep /-- /ir7e`of" Sbe...43 / /7:W s /ncc .. /15 /zV S/ SCALE 1' -zoo 0946 dATA 9CCO.e2 /.UG ,' PLAT :.�-'%. sTR ss- • • • • • • • • • • • SURVEYOR'S CERT /f /GATE: This map eor•ecf/y •ep•esenfs a sa•vey made by me or •nde, my dlreci,en /n con•tormanoe w/fh the. rK e v o• e menfs o/ 'he su•vey record.r9 ac' of t oe s i o f f/+t C. oe0A/.C/ /.!/ n //AY 7 , /9 77 s /yned and aeafed oT Cerf •t/ca /e Mo. 11030 Ad Hoe :/PECORDR'S CERT /F/G/4TE : 7709Z39006 fwed'• -•e... ,.eco:•d -'Ads 23: :-iJzi ,: o{'- SEPr. :. 19 • af:- .b•ee p AT. ;n 1/0/,..1". l0 • o7•.;- .,,,,6-5 pA page /6 ct "tic refuest,.- b- r:T.OM T K /IDO 2)/VAS/0/1/ OF RECORDS., eLECr /oy3 dilNT G EI.SOM 1i` srrftieA ° e MFR- SUPT -OF RECORDS 20 2° m it ao 98 79 Aebpre7y o 0 //602- 5. 1, E 45,0"PoO ae .} : - . :� S ...4svoeer y 'q e. NOCGA</ u$ / /4oB -porn: s. ese 240. 70 997:4 .YSsS 9989 20 930.4 el / /3r//. sf 7� t_5'C//LE 1" =100" ALL 2)47:4 ACCU.PD /.UG To PLAT' • S.E.1 /4- N.W.1/4- SE C.1 0- TW P. 23N- RGE.4 ti 20 • h 4 • tki 20 a 3 /l7rH• sr. - • 20 eo•°e 2. ‘DETA /.L scACE 1 - ° so ' •v Q3.3 h is -W (c Je'09 230 T RAC T 6 4 G•/JT /UO .J,:ea "57.. //7.00 (257. Co) /04.92 b 8 n N. A',0,N.9.eas /R 0 %/602 -4D 7JV. 41/2":37 « /oeOPEZry -8 " C 4 c er ar/.c 1:1 C2f2.t3) a �e "'• , .. .3 Z. i 2lo.b0 Eq.�E'JVFdY 77.00 J-t ae:�.��._ �'9.ee •.... se.lY� -, -i,A `C 3. "se • 9e CC kw` 3 •:•\ 8`'• •'•• C.,e. 'ceG•tt/ • $ / /hoeroore.:r .s.. ` A Ad'oerers,' 74.0 - o= � C/ .. 0.4 ..c 77aaJ/x'.Ze.'27 ,e'. y 6e c d • - ee rno.c r•iJt .v.e3.3 / - es- Pk? 0// 1, 77. 00 TRACT 6 C•}4.30_.) 10 -167 0DE,SC,e %oT /o US /°.eOPi en' /4' r ' scr+fh /0B. oo {ee/ o f Tract 7, ,PJdE2s /DE %UrgeEit"6A,U 7e4cr5 accord.., fo /¢f /`c-c0.70ee // (/o/arne /0 oFP /e2fs, /oaye/ 7s/, /'ea,m's ofP C-22 14/4s4/097to Exc5Or /he r)esf 2 3 9 . Co fee,' //jeye• -o {; jl�GET//E,e fr/ /TH an egsemenf fo/• Made/ a//e'/• fhe "par-1h /c. e+c e f oA.' .65e. so,'/, / /G.0c ,' e o,' //,e uJesf 233.00 fee-1 0f S97o/ 77c7' 7 /7orffl 82.oe {eef a {TjyC", 7 Q /(/4- .es /aE.1:07 eU,eBA.(/ %€4 5, aCro/-d /n /o /047' /'e corded 4"0/e//77C a o";42/-4,6 , ,125 -.7Y ooic .e' C04/./1#9., ct fbe Coo- /g, �Ja54 -wq .", re/es/ .2.3 o. ao {ed. t o { t/e 70,-h , 7 4• eo e71 .t7 sa eef 1:Ytzc7 7. TO G.e7HE.0 !e/ /TH an e4se.92emL =lo4d /• s a!/B/ fhG sar/1.•i el. oo,'ee' u/ay" {ri Fas r/ ieSf .c'.5o,oa- feefof- f�i//Or•>'b Bz•ao^,rMfof'svidTincf7, ones' 7 8 9--. ..9 k.4'27t.'a/7 @pseinen71 ,SOY rnad acr.1, 014t7'5' ides/ 3 //. 53.0. 57 "c {. •//x rlar�/r 8. oe { t o{ • ctaf6 /0Q.a0"i°c9/ o� TW - s4.n' C7' 7, • • • • • • • • • • • • • • SURVEyoR'S CERT /F /CATE Th,• .nap connect' /y nepnesens's a save_, made by n.e on Onden ,ny dinegi,on /n co,n o nn,once. w,EA Eho. neq O,ne,ne nes ove eke s.ove,y necono,,n9 ac-e at the, Pees, e r t o7 are. C. •E'. GA,1/ H.P. M. Z.V4Af.S,EbS /11 /n //AY 7 / y 7- s /9ned and Q Cone ,f,caz<e //o. 11 030 fte CO 170414'.'S CERT /9/- 6'✓7E: 7709239007 F//eo/ :'44 n neooi'ad f,4i.s. �ila.J'. -..Q7( JEP 7 /9.4- at --: 0-0 P.• M. in Vo /u..L /0 o A •- ?Nnvc.., Pn Rag eI67'-at .6%e.- neg. oert.':et?a' "'L'oM T..,riDO D /V /S /ON Or-- Re•Cc o'i...ft ELECT/OANS` -• CLINT G ELSoM 1 r LOT 3 LOT 2 84•-6• Ti Existing house, no proposed 05108,08 change, odd fire sprinkler system A 1 20902.2 SO. FT. 0.5 ACRES 101 0 20-0 SHED TO EC REMOVED /1).,.•:'•.g ------- --------- JJneL.af netteacka _ „ i3.7280010 .77'1"-•""x" • N -847674,7i7 His.ss ropoSe0 Sanrtory sewer-Per oil deg. sIR y sewer r 68'14 I/2' LOT 1 So, hen fl North Pre. line Proposed Built Green _ - SF home */fire suppression sprinkler system E•tS ■■■•G Set D BE vOt0 • PARC 11134 40TH PL SOUTH TU:<WILA. WA Bolt Creen OySteflr SF home e/fire -cg"6 rrrr 529Shone. o /proposed 1•re suppre ion - ---- --- • Line of building setba Gravel PARC .• 0 ISSUES No. 1 Description I Date 1. Prelim Permit App gy/3264039 9 2. Short Plot App 3. Short Plat App Corrections 06/28/10 OHWM River il its' .111 ,« r- '1Visting tre)Dr Existing fintry Ma" t.: NO P 0SrsEDIL RANK WITHIN remain I /Da uB • 'Y'' w ..•, r •/•-,- • ., ,,,- , ,/: --, , .,,, ., .,. ,,,,,,--,, • • -,,, -•,•.- •-Actess 6.11tilrty ancl'Ortoie •'.' • /, // ,/ /%,, , • • ,./ ' .•• /./,:/ • ' , , /Al/ •1// ',/,/iciernent shown sKaded / •/ .,., ',, ,. j / • /7 / / .' . < j / - ,/ / ,5' /'. , , /' ' • ' / ' 1/-/ -. ft,..4 d.oes.0 / . / g- -, , / - - /,' / / , ,' ' '- ''' 1 -- /2 • 1 'i ' / ' . • , / — eraPPRI-4/1.iliffOr551/00;MV...90009...C4910:.-"_ - _ __ -- ' - • -- ' •' '. '. • / an.i-s-ra.at-yilL a 1-wa se 1-s. so ilisaisnift ;:21:(11:115-ss Pas-, w 1.... es i-ms-, Es ....., se .els.. ft - •••• Proposed pew Pills Electra hydrant 2.-G."94,9 Pesonent L 0 LOT 3 LOT 2 • ••',/" • ,'• • • co),,m'c..i; •• • (n.f■ Prot, • , ol.•••••■■••••-. mii-on4■44d 11■•■•• alp+m TOP OF SLOPE AY access ed develop - Existing house, no proposal exterior cflange, add fire sprinkler syetern chrtion 0 South Prnn LOT 1 A OHWIA Two River level 1 REVISIONS No. 1 Description 1 Date NiRAKINFERcEp ERIC JAN thee ATE OF RAVIN g 8 — • - Duwamish Short Plat .= 11734 40111 PL South Tukwila, WA SITE PLAN BCAL. J00 MO. 2311 Waved. PATE 01/71/00 A1.0 E. Cobb Architects Inc 911 Western Ave 6318 Seattle, WA 98104 _J PROPERTY minas AS SHOWN IN OUIT CLAIM DEED 20061207001919: PARCEL • A. 'ALL THAT - PORTION OF THE NORTH HALF OF TRACT 4, RIVERSIDE INTERURBAN TRACTS. ACCORDING TO THE PLAT • 'THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE(S) 74. - RECORDS OF KING COUNTY. WASHINGTON. LYING EAST OF A LINE PARALLEL TO AND DISTANT 218.5 FEET EAST OF THE WEST LINE OF SAID TRACT 4.' PARCEL B: A NON - EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THE EAST 7 FEET OF THE PREMISES . ADJOINING THE ABOVE DESCRIBED- PREMISES ON THE WEST:. THE PLAT OF RIVERSIDE INTERURBAN TRACTS RECORDED IN VOLUME 10 OF PLATS AT PAGE 74 RECORDS OF KING COUNTY. WASHINGTON • . -KING COUNTY RECORD OF SURVEY VOLUME 10 OF SURVEYS ON PAGE 167 AUDITOR FILE. NUMBER • 7709239007 - - HIE—DATA PROPERTY' OWNER: DUWAMISH BEND LLC • PO BOX. 80246 .SEATTLE. WA 98108 SITE ADDRESS: 11734 40114 AVE 5 ' SEATTLE. WA 98168 ASSESSOR'S: TAX PARCEL NUMBER 7340600080' ' F.T, S COUNTY: KING ZONING: ' - R2 SINGLE FAMILY DWELLING PROPERTY AREA: - 20,902 S0. FT. (0.5 ACRD) WATER SOURCE: • CITY. OF TUKWILA'. WATER DISTRICT SEWER SYSTEM: VALLEY. NEW SEWER DISTRICT POWER: CITY LIGHT TYPE OF ACCESS: PRIVATE ROAD THE HORIZONTAL DATUM NAD83 /91 BASED ON CPS DERIVED POSITIONS. • COMBINED USAGE OF GP5 EOUIPMENT (LIECA SMARTROVER AND. LEICA RCPS SPIDER NETWORK) AND CONVENTIONAL SURVEY METHOD. MEETS OR EXCEEDS THE STANDARDS WAC 332 - 130 -090' THE VERTICAL' DA TIM IS NAVD88 BASED ON THE PUBLISHED ELEVATION OF 13.57 FOR CITY OF SEATTLE BENCHMARK No. 93V -917 THE STATION IS A PK NAIL 114 THE INTERSECTION OF 46174 AVE. S AND 447H PL 5 AT THE PI OF 6' CYCLONE FENCES OF UNION TANK WORKS • 1-:= 10 FEET 10 20 7.0ft CASEMENT I 7902 1 ' i+F'�UP.' 1 i Csl,: LtS; i 6500 S —4�/ ! \ MINUS 21 =±=L_ - =C D- ---1 1 5.0f� LOT TOPOGRAPHY SURVEY. IN THE SOUTHEAST QUARTER/ .4FUalEU JiRTHWEST QUARTER SECTION 10 TOWNSHIP, 23 NORTH RANGE 4 EAST WILLAMETTE MERIDIAN CITY OF TUKWILA, KING COUNTY, WASHINGTON N 88'24'02" W 212.15' - 100.60' 52.42' 10 Oft L Q FT TOTAL FT.. 0' EASEMEk BUILDING SET BACKS • 5'0ft LIMITS TYP1 I i 03 U1 to 0 1J) 0 0 LC) C1) LOT 2.- 65,. SQ FT • - nF• - - —.OP Y .-. __ jt --T�• 1_..I - .70 • 1 0I o�; I, • I CPA iL DP.IVEr -'� 20.Offti,, 707 OF" ,LUPI • CI1 tr 20'. ACCESS A UTILITY - EASEI5 65.91' 84:39' .207.12'. .LEGEND FOUND PROPERTY CORNER EMERALD LS 30581 O SET PROPERTY CORNER CASEMEMENT 36793 DECIDUIOUS TREE ll • r Ir t1) FRUIT TREE • FIR TREE OT OT OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE SANITARY SEWER LINE FENCE LINE • EB N 0 (1 (s) 0 WATER METER FIRE HYDRANT WATER VALVE BOX FUEL G(. 7_LER CAP. UTILITY POLE SANITARY SEWER MANHOLE • SANITARY' SEWER CLEAN OUT ' SOIL SAMPLE PER ESAA .7/13/2009 PARCEL No, 734060 -0083 TOP OF SLOPE PER ESAA 7/13/2009.. • 01,a_. NOTE • UNDERGROUND UTILITIES EXIST IN :THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. THIS SURVEY SHOWS ABOVE. GROUND . FEATURES' ONLY ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED PRIOR TO CONSTRUCTION ' STATE LAW REOUIRES THAT CONTRACTORS CONTACT T145 ONE -CALL . UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY . CONSTRUCTION. ' ca W U W re SCALE AS SHOWN 'N0. OF PARCELS DRAWN BY DJC CHECKED BY 0.1C JOB 140 81092 -3 DATE OF SURVEY 17 NOV 2008 ' HORIZ DATUM - NA083/91 VERTICAL DATUM "VMS CONTOUR INTERVAL 2 FOOT INITIALS REVISIONS • DATE DJC ADDED ESAA FLAGS GATED 7/13/09 7/27/09- TOPOGRAPHIC SURVEY EXISTING SITE PLAN PREPARED FOR: DUWAMISH BEND LLC PO BOX 80246 SEATTLE, . WA 98108 CASEMENT LAND SURVEYORS 881 5 1 O6th ST E PUYALLUP, WA 98373 (253) 576 -7328 ABBREVIATIONS ACOUS. Acoustical ADJ. Adjacent' AGGR. Aggregate AL Aluminum APPROX. Approximate ARCH. Architectural A.F.F. Above finish floor ASPH. Asphalt BD. Board BITUM. Bituminous BLDG. Buiding BLK. Block BLieG. Blocking .. BM. Beam BV event CAB. Cabinet CEM. Cement CER. Ceramic 0.0. Ceiling CLJVG. Caulking CLOS. Closet CLR. Clear ' C.O. Clean Out . COL. Column CONC. Concrete CONSTR. Construction CONT. Continuous CORR. Corridor C.S. Countersunk CTR. Center DBL Double DEPT. Department DD. Duct down DET. Detail DIA. Diameter DIM. Dimension • DISP. Dispenser DN. Down D.O. Door Opening DR. Door OWR. Drawer DS Downspout DU. Duct up. DWG. Drawing (E) Existing - EA. Each Expansion Joint EL Elevation ELEC. Electrical ELEV. Elevator - EMER. Emergency ENCL Enclosure E.P. Electrical Panelboard EQ. Equol. EQPT. Equipment E.W.C. Electric Water Cooler EXIST. Existing. EXPO. Exposed EXP. Expansion EXT. Exterior F.A. Fire Alarm F.B. Flat Bar F.D. Floor Drain FDN. Foundation F.E. Fire Extinguisher F.E.C. Fire Extinguisher Cabin F.H.C. Fire Hose Cabinet FIN. Finish FL Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete F.F. Finish Face F.O.S. Face of Stud Fireproof Full Size Feet or Foot Footing Furring Future Gauge Galvanized. Grab Bar Gloss Ground Grade Gypsum Wall Board Hose Bibb F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL ONO. GR. GWB H.B. H.C. Hollow Core HOWR. Hardware HDWD Hardwood. HORIZ. Horizontal H.P. Heat Pump HR. Hour HT. Height I.D. Inside Diameter INSUL Insulation INT. Interior JAN. Janitor JT. Joint KIT. Kitchen LAB. Laboratory LAM. Laminate LAV. Lavatory LT. Light MAX: Maximum M.C. Medicine Cabinet MECH. Mechanical MEMB. Membrane MIL Metal MFR. Manufacturer MH. Manhole . MIN. Minimum MIR. - Mirror MISC: Miscellaneous M.O. ' Masonry Opening. MTD. Mounted MUL Mullions (N) New N.I.C. Not In Contract NO. Number NOM. Nominal N.T.S. Not. To Scale 0.A. Overall 0.C. On Center ' ' O.D. Outside Diameter OFF. ..Office OPNG. Opening OPP. Opposite PIP Poured in Place PRCST. Precast PL Plate PTD. Pointed PTN. - Partition - Q.T.. Quarry The R. Riser • RAD. Radius R.D. Roof Drain REF. .Reference REFR. - Refrigerator RGTR. Register REINF. Reinforced REQ. Required RESIL Resilient RM. Room R.O. Rough Opening RWD. Redwood R.W.L Rain Water Leader S. South S.C. Solid Core SCHED. Schedule(d) S.D. Soap Dispenser SECT. Section - SH. Shelf SHR. Shower SHT. Sheet. SIN. Similar SPEC. - Specification SQ.. Square S.S. Sanitary Sewer ST.STL Stainless Steel et STD. " Standard STL Steel STOR. Storage STRL Structural ' SUSP. Suspended SYM. . Symmetrical - TRO. Tread T.B. . Towel Bar TEL Telephone" TER. " Terrazzo T&G Tongue and Groove THK. Thick - - - T.O. Top of T.O.C. Top of Curb " T.O.P. Top of Pavement T.P.D. ' Toilet Paper Dispensor T.V. Television TYP. Typical UNFlN. Unfinished U.O.N. Unless Otherwise Noted UR. Urinal VERT. Vertical VEST. Vestibule W. Waste line W/ With.. W.C. - Water Closet . WD Wall diffuser. W/0 Without WPF. Waterproofing WT. Weight W.H.F. Whole House Fan SYMBOLS �f- mmh4 tini - Section Reference ID Eke Ref /prop comer e- Detail Reference Door Reference Window Reference Wall Teas Revision ♦ . Quad electrical.. outlet Flectriect outlet . Electrical ninon . . A Tdeplmne Jerk Data Jodi I] cable TV Jodi E7 Docebdl • Smoke Detector It Tempered safety glass Caic/Mesery Mar Cavity wall AREA SUMMARY Existing house, Lot 1 (no change) Basement First Second TOTAL • 810 810 320. 1940 PROJECT TEAM OWNER Duwamish Bend LLC PO Box 80246 Seattle, WA 98108 ARCHITECT E. Cobb Architects Inc. 911 Western Alien U0 #318 Seattle, Washington 98104 (206) 287 - 0136 /27 telephone (206) 233 -9742 facsimile Contact Josh Johns SURVEYOR Casement Land Surveyors 8815 106th ST E Puyef1 WA 98373 (253) 576 -7328 PROJECT INFORMATION PROPERTY ADDRESS • 11734 40th PL South - Tukwla, WA 98168 PARCEL NUMBERS 7340600080 ZONING: . _ LDR GOVERNING CODE: IRC 2003 Tukwila Municipal Code King County Shoreline code • LEGAL DESCRIPTIONS • RWERSDE IN1ERURSAN 1115 W1/2 E DF• W PLW & 21 &5 FT E OF W IN DRAWING INDEX A0.0 Title Sheet, General Information A1.0 Site Plon, site sections 01 C2 C3 C4 Civil General Notes TESC Plan Civil Plan Civil Details L1.0 Landscape Plan and Planting notes Survey Short Plat record document SCOPE OF WORK PROPOSED 3 PARCEL SHORT PLAT, ALL UTILITY WORK TO BE COMPLETED 184081 SEPARATE PEWS. GENERAL NOTES CODE COMPLIANCE ALL NOW( IS TO BE PERFORMED IN STRICT COMPLIANCE MTH ell APPLICABLE BU DO1G CODES, LAWS REOJLA110NS AND MMUFACRIROYS RECD WENDADONS • CONSTRUCTION NOME • 1. At least one week before beginning construction, contact Public .Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206- 433 -0179 of least 48 hours (2 waking days) before starling project work site. 3. Request a Public Works utility inspection at least 24 hours (1 waking day). in advance be coning 206 -433 -0179 4: The Controctor assumes sole responsiblily for worker solely, and damage to structures and improvements resulting from construction operation • 5. ' The Contractor shall hove the permit(s) and conditions, the approved plans, and current copy of City of Tukwila-Development Guidelines and Design and Construction Standards available at the joosite. - 6. All work shall conform to theses approved drawings .Any changes from the approved plans require pre-approval from the owner,- the engineer and the City of Tukwila. 7. all methods and materials shall meet City of -Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved ' the Public Works Director. - 8. Contracts shall maintain o current set of record drawings on -site. . - 9. Contractor shall provide record drawings prior to project find approval; 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval. before 'implementation. • 11. All surveying for public facilities shall be done under the direction of o Washington licensed and surveyor. Vertical datum shall be NAVD 1988: For projects within o-flood control zone. the Permittee shall provide conversion.calcubtions to NCVD 1929. Horizontal datum shall be State Plane Coordinates. - 12. The Controcta'shall replace, or relocate all signs damoged or removed due to construction. - RIMING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) meosures•on the approved pions ore minimum requirements -2. Before beainnina any construction activities, establish the dewing limits and instoll construction entrance. 1 Before any around 'disturbance occurs all downstream erosion prevention and sediment. control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the- ESC plan. 4. (SD measures; including all perimeter contras, shall remain in place until find site construction is completed and permanent stabilization is established.' • 5. Fran May 1 • throuah September 3Q provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days a more. . 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In oddition to cover measures, the Contractor shall: - Protect. stockpiles and steep cuts and ill. Mopes if•unworked for more than 12 hours. - - Stockple, onsite, enough cover materials to•cover all disturbed areas. • • 7. By'October 8, seed all areas that will remain unranked during the wet season (October 1. through April. 30). Mulch all seeded areas. UTILITY NOTICE: • 1. All trench excavation operations steal meet or exceed all applicable shoring lows -fa trenches. All trench safely systems shall meet WISHA requirements - ' . 2. .Place power, cable. hber. optics, and telephone lines in a trench with .a 5' minimum separation from other underground utilities. 3. Adjust all manholes catch -basins and valves in public right -of -way or easements after asphalt paving. SW( 1N RIGNT- OF -WA)`. ' • 1. When Activity is unattended. instal a sign with minknum two -inch letters stating Permittee a company name, and day and evening phone numbers. - 2. Install barricodes, signs, waning lights. and solely devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right -of -way is restored. 3. Maintain access to fire stations fire hydronts, fire escapes. and fire fighting equipment. 4. Maintain access to properly adjoining excavation a site work. - - 5 Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. - 7. Disturbance of survey monuments and markers requires the D'irector's preapproval. A licensed surveyor Midi the disturbed and markers. - • - 8. Comply. with all state and city lows and - procedures to protect public from ne. water and noise pollution: 9. Instal temporary sidewalk or curb ramp if permanent is blocked.. ' 10. Cover open excovotian with non -skid steel plates ramped to devotion of contiguous right of way surfoce. 11. Store all stockpile material shall be steed in a sale manner to protect the public. . PAVEMENT RESTORATION: . 1. Compact bacldL to compaction of undisturbed ground .or compact bockfll to meet City standards. 2. Restore pavement to its original condition immediately fallowing backflling or when concrete is cured.. a. Except for winter a-other weather- conditions which prevent paving, complete paving, resurfacing,.a foclily replacement: -On principal arterial, major or collector street within 3 calendar days. -On other streets within 7 calendar days b. For work prevented due to weather. . - Provide a temporary patch - - Provide o construction schedule addressing means and methods to minimize traffic disruption and to complete work asap • Surface Water Design Manual, unless otherwi I, All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County se noted. 2. Mark all storm drain inlets with 'Dump No Waste' and either 'Grains to Streams', brains to Wetlands'. u 'Drains to Groundwater', as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1- Mope from the edge of the driveway to the bottom of the ditch. • Culverts shall hove beveled end sections' the match the side dope. • 4. Single family residences constructed on lots creoted by subdivision must provide downspout infiltration shown on the approved plans. 5. Coordinate final stub -out locations with Utilities Inspector. , Provide a wire or other detection device and mark stub -out location with o 5 -fool 2'x4' stake buried 4-feet 'and labeled 'storm' or 'drain', . Stelatiff_MELKOZSL' _ . 1. All methods and materials snail meet City of Tukwila Development Guidelines and Design and Construction Standards. unless otherwise approved. 2.., The Contractor - shall mork the end of the side sewer. inside the property line. with o 4 foot pressure treated 2.4, buried in the ground 4 feet. The buried end shall have o 2x4 least nailed to it to prevent withdrawal of the stake: The exposed 1 -fool shall be painted traffic yellow and the depth to the side sewer or tee shall be-indicated in -blade paint 3. Install sanitary sewer lines at least 10 feet horizontally, measured edge to•edge, front any existing or proposed water supply and at least 18 inches below the bottom of a water line. . WATER SUPPLY NOTES - .. • • 1. The Contractor shall install corporate stops, water service lines and meters. The City of Tukwila will, install meters. 2. .Pressure test all water mains and appurtenances. . 1 3 _Flush and disinfect new. cleaned. e- repaired water moms. - • 4.. Instal restrained joints at • all bends. tees and other direction changes. 5. All water mains shall have o blow -off assembly at the low point and on au vacuum relief valve at high point of main. 6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18' above the finished grade. The assembly shall hove o dear zone around hydrant of at least 36' and the pumper pat shall face street or fire access 7. The installer of o fire line bodiflow prevention device installed outside the building and underground; shall hove o Level 111 certificate of competency or a Level U contractor's certificate of competency. If the installer is different from the backflow prevention designer. the installer is' different Fran the bockflow prevention designer, the installer must stamp. sign, and dole the plans in addition to the designer s stomp, signature, and dale. . 8. Install water mains crossing sewer lines so that the boltan of the water main is at least 18 inches above the lop of the sewer.' Locole full section of water pipe so -that its midpoint is above the sewer pipe at the crossing. This installation may require special structural support for the water and sewer pipe. 9. Install water supply lines al least 10 horizontaly. measure edge to edge, from any existing or proposed sewer and at least 18 inches above the top of a sewer. . ISSUES No. I Description - I Date t: Prelim Permit App 2. Short Plat App S. • by.. • gy/21/7099 REVISIONS No. I Description I Date 8- Duwamish Short Plat. 11734 40th PL South Tukwila, WA TITLE SHEET GENERAL INFORMATION LOCATION MAP CAM assn A0.0 E. Cobb Architects Inc. 911 Westin Ave q79 Seattle. WA 99701 • 1 G w V w ISSUES Pea Permit App 01/26/09 it Plat App 07/30/09 LOT 3 PC 4C TC 1.1,e of bsl6 ding_ satbacka - Ora 6 driveway PARCEL 7340600080 11734 40TH PL SOUTH , TUKWILA. WA 66',4 1/Y . Preserve IIII/ I a j }■ . g Existing SF home. , 'S /proposed fire wppreaeion li ii' spreader system 20'-0' 3. -11 o°a ' S Existing entry rtoin to, NO P milaizCHANCE 'MITHIN i --- ramaln I! i2.. I Preserve r8� IS w existing Q •;..E e; tree, e b 7f !. _ r TOP OF - SLOPE - REVISIONS NO. I Descriptiat I Data Access & Utility easement (20 ) Paved driveway Prepense Selmer par Spire 17- Cre'dstM paanelt LOT 3 LOT 2 • LOT 1 Duwamish'Short Plat 11734 40th PL South Tukwila, WA - _�Girttnn f Sarth Prnn fin SITE PLAN worm DMZ axAes A1.0 tal _it E. Cobb Architects Inc. 911 Western Ave 1018 Seethe, WA 98104 to . U r= o VO u 20902.2 S0. FT. ACRES • ■ 0 L ./ — I -Wal •*-! I s-ane LOT 3 1 7902sgft total lot size +{:A!' }` 6500sgft minus the 20 access easement.. ' Proposed Butt Green• SF home w /fre suppression sprinlder . system hykent 2._eln9 Patented. _21 -8 9 • 221.38' N 8I42 � w� • /. L Lkle of budding aetbaeln,, Paved driveway .. . 2o-no 40 GENERAL WEED REMOVAL NOTES: Remove invasive weeds including the predominant species on site of Morning Glory vine._ Shall be hand dug without herbicides. If blackbenies are found, herbicides can be used per the King County Noxious Weed Control Program' • PLANTING NOTES: Install jute netting on all exposed work areas before planting to prevent erosion. After upper bank area and top of bank are properly grubbed and the invasive weeds are removed, introduce the following plant pallet taken from the King County suggested plant list: Within the drip line of the two largest trees (Douglas Fir and Walnut) plant: - Sword Fem (Polystichum munitum),1 gallon at 18 inches on center - 33% of area - Trillium (Trillium ovatum) 4 inch pot at 12 inches on center - 33% of area - Wood sorrel (Oxalis oregano) 4 inch pot at 12 inches on center - 33% of area F. I LOT 2 6500sqft Proposed Butt Green SF hone v/fire suppression sprinter system l IILOT1 I.6500sgft 'I Preserve existing Douglas Fr. tree (Pseudotsugo menziesii)- Protect drip . TOP OF SLOPE W , -(i Preserve existing Walnut tree (ygtans species)- Protect drip line —Exitent of landscape work /distu/bolee. - -see general planting notes Accessible areas on the upper bank and top of bank that are outside the drip line of the two large trees shall be planted with: - - Low Oregon Grape (Mahonia nervosa), 1 gallon min.at 18 inches on center - 33% of area - Bald Hip Rose (Rosa gymnocarpa),1 gallon min. at 24 inches on center - 33% of area - Snowberry (Symphoricarpos albus) 1 gallon min. at 24 inches on center 33% of area PRUNING/MAINTENANCE NOTES: - Recommend that planting be done in fall or late fall in order to establish new plants with rain water. Temporary (soaker hose) irrigation may be necessary in Spring or if plants are installed in hotter months. - Monthly maintenance for the first year is recommended to keep the invasive ' weeds at bay while the native plants establish themselves.. e.`ating tree. Preserve existing deciduous . trees - Protect drip line ISSUES No. I Description I Date Prelim Permit App Short Plot App 01/26/09 07/30/09 REVISIONS Description Erik Wood 1 Date 0— 4 '8 Washington State Landscape Architect - License # 735 Duwamish Short Plat 11734 40th PL South Tukwila, WA - SITE PLAN. MLLE ,a .o nt,o.rl WO MOD L1:0 Beak9xound drawing by: E. Cobb Architects Inc. 911 Western Ave 9318 Seethe, WA 98104 4