Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PL12-015 - SEGALE BUSINESS PARK - BINDING SITE IMPROVEMENT PLAN
SEGALE BUSINESS PARK BSIP 13045 MACADAM RD S PL1 2-01 5 L12-014 BINDING SITE IMPROVEMENT PLAN GO of Tukwila Jim Haggerton, Department of Community Development Jack Pace, Director 190a NOTICE OF DECISION August 17, 2012 Ms. Jami Balint P.O. Box 88028 Tukwila, WA 98138 Subject: L12-014, Segale Business Park Binding Site Improvement Plan (BSIP) PL12-015 (Land Use Project File) Dear Ms. Balint, The Short Subdivision Committee has completed review of your binding site improvement plan application (No. L12-014), 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 binding site improvement plan approval process, including (1) preliminary approval, (2) final approval, and (3) recording. Detailed information about each of these steps is provided 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 binding site improvement plan is consistent with the Criteria for Preliminary Approval listed at TMC 17.16.030 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1. The current template shows several signatures that are not required; the only signature from Tukwila should be under "Tukwila Short Subdivision Committee." Please use the Tukwila Short Plat template. format to obtain the correct format, changing it from "Short Plat to "Binding Site Improvement Plan on both sheets. JR Page 1 of 4 08/13/2012 10:03:00 AM H:\BSIPs\18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fay: 206-431-3665 2. Sheet 1 of 2: (1) Provide (BSIP) plan no. L12-014 on plan sheet. (2) Show & Label `Tax Lot # 352304-9121' after `Original Parcel'. (3) Revise recording no. 201201255900002 to be 20120125900002 in three places under LEGAL DESCRIPTIONS. (4) Revise sheet number to be "Sheet 1 of 2" instead of "Sheet 1 of 6". 3. Sheet 2 of 2: (1) Provide "BINDING SITE IMPROVEMENT PLAN NO. L12-014" on plan sheet. (2) Remove "BOUNDARY LINE ADJUSTMENT NUMBER L11-030" from upper left- hand corner of plan sheet. (3) Add "RERECORDED AFN 20111117000949" to "WEST LINE. OF FLOOD CONTROL EASEMENT PER AFN 20080604000332". (4) Revise B.L.A. A.F.N. 2012125900002 to be 20120125900002 found under `REFERENCE SURVEYS:' (5) Revise easement numbers near bottom of page: "West line of River Protection Easement Per AFN 5027013 (should be 6027013) and 5027015 (should be 6027015)." 4. Provide a proposed cross -easement and maintenance agreement for any shared utility, parking, circulation, and landscaping improvements, per TMC 17.16.030(10), for review by the Public Works Department. After review by Public Works, this easement shall be recorded and the recording number shall be added to Sheet 2 of 2. 5. Per TMC 17.16.030 (10), the Binding Site Improvement Plan shall contain a provision requiring that any subsequent development of the site be in conformance with the approved and recorded Binding Site Improvement Plan. Please include a note on the Binding Site Improvement Plan to this effect. 6. Upon final approval, sign regulations shall be applied to the integrated site as a whole. For example, the number of freestanding signs allowed is based on one site within the Binding Site Improvement Plan. Individual ownerships within the integrated site are not considered to be separate sites in determining the number of freestanding signs allowed. 7. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1) A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2) Existing and proposed legal descriptions for all lots. 3) Separate easement document with legal descriptions for any common access/utility infrastructure. 4) Separate joint Maintenance Agreements for the access road, drainage system and open space tract. Binding site improvement plan L12-014 JR Page 2 of 4 08/13/2012 10:03:00 AM H:\BSIPs\18100 APW_segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.docx APPEALS This binding site improvement plan approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the binding site improvement plan, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of the Notice of Decision (08/31/2012). 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 parry's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. 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 comply with the conditions of approval and submit the necessary binding site improvement plan 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 binding site improvement plan have been met, the Chair of the Short Subdivision Committee signs your binding site improvement plan which constitutes a grant of final approval. Binding site improvement plan L12-014 JR Page 3 of 4 08/13/2012 10:03:00 AM HABSIPs\18100 APW_segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.docx Expiration The final approved binding site improvement plan must be filed with the King County Department of Records by August 17, 2013, 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 binding site improvement plan application is ready for recording. It is your responsibility to record the City -approved binding site improvement plan documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original binding site improvement plan to King County. The binding site improvement plan is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, please hand -deliver a copy of the recorded binding site improvement plan to the project planner in order to receive final permit approval. In many circumstances, building permits on the property may not be issued until a copy of the recorded binding site improvement plan (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Jaimie Reavis, at (206) 431-3659 or Jaimie.Reavisna TukwilaWA.gov. Sincerely, V�'gu Jack Pace Chair, Short Subdivision Committee Enclosure: Binding Site Improvement Plan cc: Bob Giberson, Public Works Director '` (please initial your approval) Nick Olivas, Fire Chief lease initial your approval) Segale Properties LLC, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division Clayton P. Graham, Davis Wright Tremaine LLP Binding site improvement plan L12-014 JR Page 4 of 08/13/2012 10:03:00 AM H:\BSIPs\18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.docx City ®f 1 tt wila Jinn Haggerton., Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: Bob Giberson via David McPherson Nick Olivas via Don Tomaso Richard Takeehi From: Jaimie Reavis RE: Segale Business Park BSIP Date: September 14, 2012 File: L12-014 The above referenced boundary line adjustment 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 Nick Olivas �c ib (initials) Approved by Bob Giberson sJ (initials) Approved by Richard Takechi r S7 (initials) 6300 Southcenler Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 [g]jREGALE PROPERTIES A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL - AGRICULTURAL • NATURAL RESOURCES Hand Delivered August 29, 2012 Ms. Jaimie Reavis Project Planner City of Tukwila RE: Segale Business Park Binding Site Improvement Plan, Project #: L12-014 Dear Ms. Reavis: I am writing to address your conditions of preliminary approval of our Binding Site Improvement Plan (BSIP). I am also submitting herewith one (1) revised plan set drafted in response to the requested corrections. Response to Conditions 4 & 7: The BSIP creates two lots that are independently accessed off Segale Park Drive C. Additionally, utilities are, or will be, stubbed directly to each lot from existing utility lines located in Segale Park Drive C and there are no shared utilties . At this time there is no need for cross -easements or joint maintenance agreements. Please contact me if you have any questions or need additional information for your review. Very truly yours, ,SEGALE PROPERTIES LLC J Balint �� A AUG2 9 2021 PERMITCEWO PO BOX 8 8 0 2 8 • T U K W 1 L A, WA 9 8 1 3 8 • 5 8 1 1 SEGALE PARK DRIVE C • T U K W I L A, WA 9 8 1 8 8 P 206.575.2000 F 2 0 6. 5 7 5. 1 8 3 7 ■ www.segaleproperties.com eit y, OfJ of cuifa Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaimie Reavis , HEREBY DECLARE THAT. - Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action Other: Was mailed to each of the addresses on the attached Notice of Decision on this 17 day of August, 2012. NOD and site plan emailed to DOE. Project Name: Se ale Business Park BSIP Project Number: L12-014 Associated File Number s : PL12-015 Mailing requested by: Jaimie Reavis Mailer's signature: 0 V H:\BSIPS\18100 APW SEGALE BUSINESS PARK\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Jim Haggerton, May( • Department of Community Development Jack Pace, Director NOTICE OF DECISION August 17, 2012 Ms. Jami Balint P.O. Box 88028 Tukwila, WA 98138 Subject: L12-014, Segale Business Park Binding Site Improvement Plan (BSIP) PL12-015 (Land Use Project File) Dear Ms. Balint, The Short Subdivision Committee has completed review of your binding site improvement plan application (No. L12-014), 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 binding site improvement plan approval process, including (1) preliminary approval, (2) final approval, and (3) recording. Detailed information about each of these steps is provided 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 binding site improvement plan is consistent with the Criteria for Preliminary Approval listed at TMC 17.16.030 C in the Tukwila Subdivision Code. PRELmNARY APPROVAL CONDITIONS 1. The current template shows several signatures that are not required; the only signature from Tukwila should be under "Tukwila Short Subdivision Committee." Please use the Tukwila Short Plat template. format to obtain the correct format, changing it from "Short Plat to "Binding Site Improvement Plan on both sheets. JR Page 1 of 4 08/13/2012 10:03:00 AM HABSIPA18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015 BSIP_Segale Business Park.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 2. Sheet 1 of 2: (1) Provide (BSIP) plan no. L12-014 on plan sheet. (2) Show & Label `Tax Lot # 352304-9121' after `Original Parcel'. (3) Revise recording no. 201201255900002 to be 20120125900002 in three places under LEGAL DESCRIPTIONS. (4) Revise sheet number to be "Sheet 1 of 2" instead of "Sheet 1 of 6". 3. Sheet 2 of 2: (1) Provide "BINDING SITE BIPROVEMENT PLAN NO. L12-014" on plan sheet. (2) Remove `BOUNDARY LINE ADJUSTMENT NUMBER Ll 1-030" from upper left- hand corner of plan sheet. (3) Add "RERECORDED AFN 20111117000949" to "WEST LINE OF FLOOD CONTROL EASEMENT PER AFN 20080604000332". (4) Revise B.L.A. A.F.N. 2012125900002 to be 20120125900002 found under `REFERENCE SURVEYS:' (5) Revise easement numbers near bottom of page: "West line of River Protection Easement Per AFN 5027013 (should be 6027013) and 5027015 (should be 6027015)." 4. Provide a proposed cross -easement and maintenance agreement for any shared utility, parking, circulation, and landscaping improvements, per TMC 17.16.030(10), for review by the Public Works Department. After review by Public Works, this easement shall be recorded and the recording number shall be added to Sheet 2 of 2. 5. Per TMC 17.16.030 (10), the Binding Site Improvement Plan shall contain a provision requiring that any subsequent development of the site be in conformance with the approved and recorded Binding Site Improvement Plan. Please include a note on the Binding Site Improvement Plan to this effect. 6. Upon final approval, sign regulations shall be applied to the integrated site as a whole. For example, the number of freestanding signs allowed is based on one site within the Binding Site Improvement Plan. Individual ownerships within the integrated site are not considered to be separate sites in determining the number of freestanding signs allowed. 7. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1) A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2) Existing and proposed legal descriptions for all lots. 3) Separate easement document.with legal descriptions for any common access/utility infrastructure. 4) Separate joint Maintenance Agreements for the access road, drainage system and open space tract. Binding site improvement plan L12-014 JR Page 2 of 4 08/13/2012 10:03:00 AM H:\BSIPs\18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.doex . 1 '+ APPEALS This binding site improvement plan approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the binding site improvement plan, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of the Notice of Decision (08/31/2012). 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 parry's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. , 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 comply with the conditions of approval and submit the necessary binding site improvement plan 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 binding site improvement plan have been met, the Chair of the Short Subdivision Committee signs your binding site improvement plan which constitutes a grant of final approval. Binding site improvement plan L12-014 JR Page 3 of 4 08/13/2012 10:03:00 AM HABSIPA18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.docx J Expiration The final approved binding site improvement plan must be filed with the King County Department of Records by August 17, 2013, 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 binding site improvement plan application is ready for recording. It is your responsibility to record the City -approved binding site improvement plan documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original binding site improvement plan to King County. The binding site improvement plan is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, please hand -deliver a copy of the recorded binding site improvement plan to the project planner in order to receive final permit approval. In many circumstances, building permits on the property may not be issued until a copy of the recorded binding site improvement plan (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Jaimie Reavis, at (206) 431-3659 or Jaimie.Reavis2TukwilaWA.gov. Sincerely, v4u Jack Pace Chair, Short Subdivision Committee Enclosure: Binding Site Improvement Plan cc: Bob Giberson, Public Works Director �` (please initial your approval) Nick Olivas, Fire ChiefZ& 4 lease initial your approval) Segale Properties LLC, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division Clayton P. Graham, Davis Wright Tremaine LLP Binding site improvement plan L12-014 JR Page 4 of 08/13/2012 10:03:00 AM H:\BSIPs\18100 APW_Segale Business Park\PreliminaryApproval_L12-014_PL12-015_BSIP_Segale Business Park.doex City ®f Tukwila Jhn Haggerton, Mayor Departinent of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION June 12, 2012 Ms. Jami Balint P.O. Box 88028 Tukwila, WA 9813 8 Subject: L12-014, Segale Business Park Binding Site Improvement Plan (BSIP) PL12-015 (Land Use Project File) Dear Ms. Balint: Your application for a binding site improvement plan is considered complete on June 12, 2012 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, Jaimie Reavis Assistant Planner cc. PL12-015 JR Page 1 of 1 H:\BSIPs\Complete_L12-014_PL12-015_Segale Business Park BSIP.docx 06/11/2012 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 2. Completed Application Checklist. 3. A complete SEPA Checklist application if project is not exempt from SEPA. 4. Complete applications for other required land use approvals. 5. A vicinity map showing location of the site. 6. A survey prepared to the standards specified in TMC 17.04.060. 7. Site and development plans which provide the following information. The plans shall be neat and accurate on a decimal scale sufficient in size and detail to demonstrate the Binding Site Improvement Plan meets the ordinance require- ments, on sheets in record of survey format: a. The owners of adjacent land and the names of any adjacent subdivisions. b. Lines marking the boundaries of the exist- ing lot(s) (any existing lot to be eliminated should be a dashed line and so noted). c. Locations of existing and proposed public street rights -of -way and easements and private access ease- ments. d. Location, floor area and setbacks of all ex- isting structures on the site. e. Lot area, lot line dimensions and average widths for each lot. f. Location of proposed new property lines and numbering of each lot. g. Location, dimension and purpose of exist- ing and proposed easements. Provide recorded documents that identify the nature and extent of existing easements. h. Location of proposed dedications. i. Existing and proposed topography at two - foot contour intervals extending to five feet beyond the project boundaries. j. Location of sensitive areas and sensitive area buffers (slopes 20% or greater, wetlands or water- courses) on the site. k. Location, size and species of any trees lo- cated within a sensitive area or its buffer or the shoreline zone unless none of these trees are to be removed and their loca- tion is not likely to create undue hardship on individual lots with respect to TMC Chapter 18.54. I. Location of existing and/or proposed fire hy- drants to serve the project. m. Description, location and size of existing and proposed utilities, storm drainage facilities and roads to serve the lots. n. Expected location of new buildings and drive- ways, including finished floor elevations of the buildings. This requirement may be waived by the Responsible Official for long-term, phased developments where a phasing plan is re- quired. 8. Letter of water and sewer availability if the pro- vider is other than the City of Tukwila. TITLE 17 — SUBDIVISIONS AND PLATS 9. Parking calculations to demonstrate that the re- quirement f TMC Chapter 18.56 have been met. 10 Proposed cross easement and maintenance agreement for shared parking, circulation, utility and landscap- ing improvements. 11. Legal descriptions of all tracts located within the boundaries of the short plat. 12. Consistency report addressing how the project complies with the applicable review criteria. 13. Estimated construction schedule with phasing plan and schedule. 14. Additional requirements for condominiums: Pro- vide the following information on the site plan: number of units proposed, building dimensions, height and number of stories, distance between buildings, type of construction, sprinkler or non -sprinkler, and occupancy classification. 15. Items contained in TMC 18.104.060 not already listed above. B. REVIEW PROCEDURES: An application for Binding Site Improvement Plan shall be reviewed and acted upon in the same manner prescribed in TMC 17.12.020E for short subdivisions. C. APPROVAL CRITERIA: 1. Prior to approval of any Binding Site Improve- ment Plan, the Short Subdivision Committee shall insure that the following improvements are provided to sufficiently service the anticipated uses throughout the proposed plan and the decision criteria that follow are met: a. Adequate water supply. b. Adequate sewage disposal. c. Appropriate storm drainage improvements. d. Adequate fire hydrants. e. Appropriate access to all anticipated uses within the plan. f. Provision for all appropriate deed, dedica- tion, and/or easements. g. Monumentation of all exterior tract corners. 2. Legal Lots: a. Residential Binding Site Improvement Plan shall consist of one or more contiguous, legally -created lots and each lot shall meet the minimum dimensional require- ments of the applicable zone or overlay district. /b. If the site will contain commercial or indus- trial uses, or mixed -use commercial and residential uses, the lots shall meet the minimum dimensional requirements of the zoning district or meet the definition of "integrated site" in TMC Chapter 18.06, such that when taken as a whole and not con- sidering interior lot lines, the integrated site meets all applica- ble zonin nd subdivision requirements. lJ Ir Appropriate easements and maintenance agreements for shared facilities, including but not limited to, circulation, parking, utilities and landscaping, have been pro- vided. Produced by the City of Tukwila, City Clerk's Office Page 17-11 TUKWILA MUNICIPAL CODE � I1P\ 4. Modifications to the minimum zoning standards for individual lots located within the integrated site -- including setbacks, parking, landscaping, lot area and lot dimension -- are not detrimental to the public health, safety and welfare, do not adversely affect the rest of the integrated site or other properties in the vicinity, and do not impede planned street, trail or pedestrian networks for the neighborhood or district. 5. Common improvements necessary to serve any particular phase of development must be sufficient for meeting the zV6. g and subdivision requirements for that phase. Access to the integrated site meets the subdivi- sion ordinance standards. Access within the site provides for safe and efficient circulation and meets Fire Department access r quirements. �7. The circulation system incorporates appropriate provisions for safe pedestrian activity to the site from the street and from building to building within the site. ons shall be d to the inte- Uev grated site as a whole. rFor lexample, then numberofof freestand- ing signs allowed is based on one site within the Binding Site Improvement Plan. Individual ownerships within the integrated site are not considered to be separate sites in determining the number of freestanding signs allowed. y��pb 9. The requirements of the Washington State Build- ing Code are met. 10. Future Development: The Binding Site Im- pr ement Plan shall contain a provision requiring that any subsequent development of the site shall be in conformance with the approved and recorded Binding Site Improvement Plan. 11. Dedication Statement: Where lands are required or proposed for dedication, the applicant shall provide a dedi- cation statement and acknowledgement on the Binding Site Improvement Plan. 12. Additional Approval Criteria for Binding Site Im- provement Plans Proposing Condominium Ownership: Con- dominium developments are eligible for Binding Site Improve- ment Plan approval when the purpose of such approval is to divide the property so a portion of the parcel or tract can be subjected to either RCW Chapter 64.32 or 64.34. A Binding Site Improvement Plan can only be approved when the devel- opment has already been constructed or when the approval has been obtained and a building permit for an entire devel- opment or a portion of a development is issued. 13. Additional Approval Criteria for Phased Devel- opment: If the applicant chooses to develop the property in a phased development, the applicant must execute a develop- ment agreement with the City pursuant to RCW 36.70B.170 if one is not already in place. This agreement shall govern, at a minimum, the use and development of the property subject to the Binding Site Improvement Plan, including: a) vesting applicable to subsequent permits; b) the manner in which each phase of the de- velopment will proceed to ensure that the roads and utilities necessary to serve each phase of the development are con- structed prior to the development of each phase; c) expiration of the agreement and all provi- sions therein. 14. Consistency: The Binding Site Improvement Plan shall be consistent with any City approved master plans and development agreements. (Ord. 2236 §3, 2009. Ord. 1833 §1(part), 1998) 17.16.040 Final approval of plan A. Prior to the plan being granted final approval, a survey, prepared by a licensed surveyor to the standards con- tained in TMC 17.04.060, shall be submitted to the Short Sub- division Committee with the final plan. The survey and plan shall be consistent with the preliminary approval. B. Once the Short Subdivision Committee deter- mines the survey, plan and other documents for recording are consistent with the preliminary approval, it will be certified for filing by the chair of the Short Subdivision Committee. C. After being certified for filing by the Short Subdi- vision Committee, Binding Site Improvement Plans and survey shall be filed by the applicant with the King County Department of Records and Elections, and a copy of the recorded docu- ments shall be returned to the Department of Community De- velopment prior to issuance of any building permits for con- struction within the site. The applicant shall pay all costs as- sociated with this filing. D. Binding Effect: Approved Binding Site Improve- ment Plans shall be binding and shall be enforceable by the City. All provisions, conditions and requirements of the Binding Site Improvement Plan shall be legally enforceable on the pur- chaser or on any person acquiring a lease or other ownership interest of any lot, tract, or parcel created pursuant to the Bind- ing Site Improvement Plan. (Ord. 2236 §4, 2009; Ord 1833 §1(part), 1998) 17.16.050 Improvements A. IMPROVEMENTS: The following improvement re- quirements shall be met for each Binding Site Improvement Plan prior to the issuance of a building permit for construction within a Binding Site Improvement Plan. 1. IMPROVEMENTS REQUIRED: Consistent with TMC Chapter 17.20, and subject to any applicable develop- ment agreement, the following tangible improvements shall be provided for, either by actual construction or a construction schedule approved by the City and bonded by the applicant, before a Binding Site Improvement Plan may be recorded: grading and paving of streets and alleys; installation of curbs, gutters, sidewalks, monuments, sanitary and storm sewers, street lights, water mains and street name signs; together with all appurtenances thereto to specifications and standards of this code, approved by the Short Subdivision Committee and in accordance with other standards of the City. A separate con- struction permit will be required for any such improvements, Page 17-12 Produced by the City of Tukwila, City Clerk's Office 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: June 27, 2012 SUBJECT: SEGALE Lot `A' —Binding Site Improvement Plan (BSIP) 18100 Andover Park West TL no. 352304-9121 (BSIP) Review Comments (BSIP) — L12-014 Public Works has the following comments. (BSIP) Survey Map Sheet 1 of 2 - (1) Provide (BSIP) plan no. L12-014 on plan sheet. (1) Show & Label `Tax Lot # 352304-9121' after `Original Parcel'. (2) Revise recording no. 201201255900002 to be 20120125900002 in three places under LEGAL DESCRIPTIONS. (3) Revise sheet to be `Sheet 1 of 2'. Sheet 2 of 2 — (1) Provide "BINDING SITE IMPROVEMENT PLAN NO. L12-014" on plan sheet. (2) Remove "BOUNDARY LINE ADJUSTMENT NUMBER L11-030" from plan sheet. (3) Add "RERECORDED AFN 20111117000949" to "WEST LINE OF FLOOD CONTROL EASEMENT PER AFN 20080604000332". (4) Revise B.L.A. A.F.N. 2012125900002 to be 20120125900002 found under `REFERENCE SURVEYS:'. RECEIVES CITY OF TUKWILA MAY 3 0 2t112� Department of Community DevelopmeWELOPMENT BINDING SITE 6300 Southcenter Boulevard, Tukwila, WA 98188 IMPROVEMENT Telephone: (206) 431-3670 FAX.- (206) 431-3665 PLAN E-mail: planningATukwila WA.gov APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-Ml- Planner: T' ' t v( File Number: L —D It - Application Complete Date: - //Z, Project File Number: Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Segale Business Park Binding Site Plan LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 18100 Andover Park West LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 3523049121 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Jami Balint Address: P.O. Box 88028, Tukwila, WA 98138 Phone: (206) 575-2000 FAX: (206) 575-1837 E-mail: jnt@segaleproperties.com Signature: Date: 05/25/2012 H:\Land Use Applications in PDR13inding Site Improvement Plan-Jan2011.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX.- (206) 431-3665 E-mail: planning(a)TukwilaWA.gov BINDING SITE IMPROVEMENT PLAN The binding site improvement plan (BSIP) process is intended to accommodate the division of land for the purpose of sale or lease of property within an integrated commercial or industrial center, which allows certain zoning standards (minimum parking, setbacks, landscaping, lot area and lot dimension) on the individual lots to be modified provided the standards for the entire center are met. REQUIREMENTS: Administrative approval is required for BSIP applications. The Short Subdivision Committee will review the proposal to ensure that it complies with the approval criteria. PROCEDURES: Within 28 days of receiving an application, City staff determines if it is complete, based on the attached "Complete Application Checklist". If not, a letter will be mailed outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. BSIPs are reviewed by the Short Plat Committee in a four step process. 1. Preliminary approval: Approval of lot patterns, access and infrastructure schematic design. 2. Construction permit approval: Approval of detailed construction drawings (if applicable). 3. Installation of required improvements. 4. Final approval and recording: Final City approval of all construction, City Council acceptance of any infrastructure or property to be turned over to the City and recording with King County. Final documents must meet the King County Recorder's Format requirements. PRELIMINARY APPROVAL: Once the application is complete it will be reviewed by the Short Subdivision Committee, made up of representatives of the Fire, Public Works and Community Development Departments. The Committee will issue a decision to approve, modify or deny the application based on the review criteria. Short Plat Committee decisions are based upon the following criteria: 17.16.030 C. APPROVAL CRITERIA FOR BSIP.- 1 . Prior to approval of any binding site improvement plan, the Short Subdivision Committee shall insure that the following improvements are provided to sufficiently service the anticipated uses throughout the proposed plan and the decision criteria that follow are met: a. Adequate water supply. b. Adequate sewage disposal. c. Appropriate storm drainage improvements. d. Adequate fire hydrants. e. Appropriate access to all anticipated uses within the plan. f. Provision for all appropriate deed, dedication, and/or easements. g. Monumentation of all exterior tract corners. 2. The site is zoned commercial or industrial and meets the definition of an integrated site. 3. Appropriate easements and maintenance agreements for shared facilities, including but not limited to, circulation, parking, utilities and landscaping, have been provided. 4. When taken as a whole, and not considering any interior lot lines, the integrated site meets all the zoning and subdivision requirements. H:U,and Use Applications in PDR13inding Site Improvement Plan-Jan2011.doc 5. Modifications to the minimum zoning standards for individual lots located within the integrated site, including setbacks, parking, landscaping, lot area and lot dimension are not detrimental to the public health, safety and welfare, do not adversely affect the rest of the integrated site or other properties in the vicinity. 6. Common improvements necessary to serve any particular phase of development must be sufficient for meeting the zoning and subdivision requirements for that phase. 7. Access to the integrated site meets the subdivision ordinance standards. Access within the site provides for safe and efficient circulation and meets Fire Department access requirements. 8. The circulation system incorporates appropriate provisions for safe pedestrian activity to the site from the street and from building to building within the site. 9. The sign regulations shall be applied to the integrated site as a whole. For example, the number of freestanding signs allowed is based on one site within the binding site improvement plan. Individual ownerships within the integrated site are not considered to be separate sites in determining the number of freestanding signs allowed. 10. The yard requirements of the International Building Code are met. CONSTRUCTION PERMIT APPROVAL: If installation of infrastructure or other site work is required as a condition of preliminary approval you must apply for and receive any required construction permits from the City of Tukwila or other agencies. Information about Tukwila utility, grading, paving, trenching and hauling permits may be found at http://www.tukwilawa.goy/pubwks/T]6Mermit.html. Applicants may apply to the Public Works Director to defer certain on -site improvements until after recording the final short plat, due to project phasing or engineering considerations. The applicant shall include a list of specific deferred improvements, a cost estimate from the contractor who will do the work and a financial warranty equal to 150% of the cost. The warranty may be cash, an assigned savings account or an irrevocable letter of credit. FINAL APPROVAL: After the preliminary approval conditions have been met, an application for final approval shall be submitted to DCD for final review. A complete final application shall consist of the documents required for recording including: 1. Final recording documents in record of survey format, including: a. Before and after legal descriptions of the affected lots, b. Affidavit of Ownership signed and notarized by all owners c. Original stamp and signature of the surveyor 2. All easements and maintenance agreements ready for recording as separate documents, 3. Any required bonds or other financial guarantees, 4. Other documentation necessary to demonstrate the conditions of the approval have been met. Upon receiving approval from the City, the applicant will be responsible for picking up the documents from DCD and recording them with King County Recorders Office. A copy of the recorded documents must be returned to DCD to finalize the approval process. The BSIP shall not be deemed complete until the City receives these documents. H:\Land Use Applications in PDR13inding Site Improvement Plan-Jan2011.doc The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items Information Required. May be waived in unusual cases, upon approval of both Public Works and submitted Planning with APPLICATION MATERIALS: ✓ 1. Application Checklist (1 co indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). ✓ 3. One set of all plansreducedto 8 1/2" x 11" or 11" x 17". ✓ 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property ✓ 5. A lication Fee: See Land Use Fee Schedule online. 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review or involves a BSIP of 5 —9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign 8. If the project involves a BSIP of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City State Zip, with each of these fields as an individual column: Name Street Address City, State, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If Rroviding own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. HALand Use Applications in PDR13inding Site Improvement Plan-]an201 l.doc J Check items Information Required. May be waived in unusual cases, upon approval of both Public Works and submitted Planning with application PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, m t be dated within 45 days of application filing 2 copies). \p-- Sew**d water availability letters are required from the provider district if the area is not servi 'b the City of Tukwila. Forms are available at the DCD office. 12. Any required maintenance agreements, easements or other documents ready for recording. p✓ 13. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual KCSWDM . Two copies are required, for additional guidance contact Public Works. 14. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area S ecial Study Guidelines for additional information. 15. Provide recorded documents that identify the nature and extent of existing easements. SURVEY: a template is available from the City in AutoCAD format 16. (a) The survey must include the name of the project, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060. This shall be stamped by the surveyor. ✓ b Legal descriptions of the existing and proposed lots. ✓ c All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. ✓ (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot. (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. 0) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: 17. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example feneing at drip line). H:\Land Use Applications in PDF\Binding Site Improvement Plan-]an2011.doc Check items Information Required:'`"May be waived in unusual cases; upon approval of both Public Works and submitted Planning with application SENSITIVE AREAS PLAN: 18. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". ✓ (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. ✓ (d) Show proposed lot and tract lines. CIVIL PLANS: 19. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed profession engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 5 ft. beyond the property line). ✓ (d) Total expected cut and fill for buildout. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (0 Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. 0) Show planned access to lots, driveways, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lot and tract lines. SCEIVED MAY 3 0 20121 cOMMUNIN 00-tcd- H:\Land Use Applications in PDF\Binding Site Improvement Plan-Jan201 I.doc The recording documents submitted for final approval must be in record of survey format, meet all of the King County recording requirements and have original signatures in the applicable signature and notary blanks. The standard signature blanks are included in the AutoCAD template available from the City. KING COUNTY RECORDER'S FORMAT REQUIREMENTS Document Standardization 1. The first page of all documents must have the following key information: a. Return address b. Document title and titles c. Reference numbers of documents assigned or released (if applicable) d. Names of the grantors and grantees with reference to pages where additional names can be found e. Abbreviated legal description f. Assessor's property tax parcel number or account number 2. No attachments are allowed on the pages. 3. Do not fold the original document. 4. The font size must be at least 8 point. 5. The paper must be of a weight and color capable of producing legible images. 6. The ink must be a color that is capable of being imaged. 7. All seals must be legible and capable of being imaged (pressure seals must be smudged). 8. For additional information go to: http://www.kin c� ouniy.gov/business/recorders/onlineformsanddocumentstandards.aspx H:\Land Use Applications in PDF\Binding Site Improvement Plan-Jan201 Ldoc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning(& TukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's reA} Hoperty, located at 18100 Andover Park West for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Tukwila RECEIVED MAY 3 0 20121 COMGEVE4.M , W WA May 28, 2012 (city), (state), on , 20 Mark A. Segale el P.V:W0Xa-F8U28 Tukwila, WA 98138 (Address) 2Q6 575 200� (Phone (Signature) On this day personally appeared before me �Oaxk &a �<- to me known to be the individual who executed the foregoing instrument and acknovAedged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND ME ON THIS. 2� DAY OF 20 / NOTARY PUBLfC` in and f. /the State of Washington residing at 61.4r dr, 4"t My Commission expires '3 ZZ-? HALand Use Applications in PDF\Bind!n' V %ttk*WvVment Plan-Jan2011.doc CITY OF W} nV TUN, A Permit Center/Bull ivision: F- Community Development Department rrU� 206 431-3670 Permit Censer r�rrr',r. -1d Public Works Department' �8r1 C 6300 Southcenter Blvd., Suite too 206-433-0179 g Tukwila, WA 98188 Planning Division: }t ,� 206431-3670 Vyy. O CERTIFICATE OF WATER AVAILABILITY Required only If outside of City of Tukwila water District PERMIT NO.: Part A '1'o be coulpletid by applicant Site AddreSS' I t11()0 Andover Park W (attach map and legal description showing Aydrant location and size ofmain):. Ag+EhflCdntact lreryutltr': Owner Name: —. — Segalc i I _ Agenl/Contact: [Steve Nelson Owner Address: — -le - - -- 581, Scgale Perk Dc C., Tukwila, W.q 48l88 Agent Address: i5811 Segate Park Dr C Tukwila, WA 48188 Owner Phone, ---- — 206-575.0302 iGone: '—act Ph_. —_--_I---- ontect Ph ---- --- 206-575A302 This certificate is for the purposes of: Building 101 -Commercial U BUILDING PFRMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION n COMMERCIAL INDUSTRIAL U RF.zONF ❑ OTHER Estimated number of service connection and water meter size(s). Two 11/2' Scrvicea e>:ining ')c-rcl;,per to use existing services i Vehicular distance from nearest hydrant to the closest point of structure is On site. See attached map for hydrant locations. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utility district 1. The proposed project is within TIIK WILA iKing (City/County) 1. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the Bow requirements of the project before connection and to meet the State cross connection control requirements: 4- Based upon the jmproN cmcnts listed above, water can be provided will be available at the site with a flow of 2000 gprn at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire now information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general Information provided by the District is not intended for and`should not be retied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the speck water pressure and fire now at Customers specific location for Customers spec needs. S. Water Availability: ✓❑ Acceptable service can be provided to this project ❑ Acceptable service cannot he provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correc used on the best available information. HIGHLINE WATT, R'DISTRICT / 206-824-037 By� tllt/20u Agency/Phone - -- - — u Rr f Ina matt Date DISTR ENGINEER APPLICANT NAME: Steve Nelson, Segale Properties �. ATTACHMENT TO HIGHUNE WATER DISTRICT CERTIFICATE OF WATER AVAILABILITY The following terms and conditions apply to the attached Highline Water District Certificate of Water Availability. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to King County Department of Development and Environmental Services, the Cities of Des Moines, Federal Way, Auburn, Scent, SeaTac, Tukwila,; Normandy Park, Burien, or local jurisdictions. This Certificate of Water Availability is between Highline Water District and the applicant only, and no third person or party shall have any rights hereunder whether by agency or as a third -party beneficiary or otherwise. 2. As of the date of issuance of this Certificate of Water Availability, Highline Water District has water availability to provide such utility service to the property that is the subject of this Certificate, and the utility system exists or may be extended to provide service to such property_ However, the issuance of this Certificate creates no contractual relationship between Highline Water District and the applicant, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water will be available at the time the applicant may apply to Highline Water District for such service. 3. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire suppression system for a specific location. Customer is responsible to field verify the specific water pressure at the meter at Customer's specific location for Customer's specific needs. Customer Initial Date N Z O moo. � O 20 Q 5 Test Report for Segale 101 Bldg. @ hydrant #H3557 Static Pressure Fire -Flow Demand Residual Critical Pipe ID Pressure Critical Pipe ID Velocity (psi)— (ft/s) 5630 1".93 2,000.00 68.27 6930 8.00 Date: Monday, January 10, 2011, Time: 11:28:58, Page 0 Test Report for 5egale.10.1_B1dg, @ hydrant #H3557_ Static Pressure Fire -Flow Demand Residual Critical Pipe ID (psl) (gpm) Pressure Critical Pipe ID Velocity (psi) (ds) 5630 144.93 2,000.00 68.27 6930 8.00 Date: Monday, January 10, 2011, Time: 11:28:58, Page 0 m o r 65ZS `fl \ 1 1,576 OD w OD GA iUSly� :off •,56--fTARK 1978 L?WE . _ .._... ._-.. _ .. c S n� z fi r2r27 - - Q —ca-_.Gq(F BUSII�E:; �16 01 8��'' 2n�, ; cc ;oi £ y _ � .. _ 1 % r n 0 .7 _ Di Do �...-�._.. �ri1P LamCA ` 267.81 v V6666 rn ri� 4 I I O c� � � / J--? N \ 0 �' y O w C7 �Cco), cn toAV SEGALE 101 BLDG, 2010g�° N N GREEN �wHl TE RIVER Loc. Ofi RECEIVED _ MAY a02012 COMMUNITY DEVELOPMENT C9 w RECEIVED MAY 3 0 2012 COMMUNITY DEVELOPMENT INV Zb:S£:8 TTOZ/OTA `6MP'TOT 6PIS££dS-(IVDV\do}lsaa\uosiaus\sjasn\::) City Depart en ofCo SEGALE LOT A Department of Communhy Development =0 63 E-mail: h enter lanft wla.wa Tukwila, WA98,86 BINDING SITE /MP/90KSVE)W FLAN Telephone (206) 431-3M FAX (206) 4314M ail: tul�lanQtukwlla.waus ONDAG SITE A P190VEYBVT PLAN NO 1%%%?9 L «`'Dj D_UI AR477QV nowALL A6VBr7hEwFmmw ym rWE 7wuw Eimams:T oWJN I NPwmfEE AF7mLAAD F6 ZE CYEWDO/61EVYA(4KEABAQNOB7EFLAN7PeNM- fA4BM 70RC IVMV ANDAER/hE 7LEM4PE 7MMIO NiWEPLAN 70,611F 7WaR4HMP VTA710VCF840B1CMMEPYAN AND 1WSMEASM40E W W 7/EC0A69VTAAD NABW7H 77E 7PEDE07M OF 7PEOWAE: M h afiwaee wherro/ ae hew erf ofr 1mVx* end seek MAWASEUAIA KCEPAEM9VrQFMFT90LAND DEV.AC &A&ISTATE C.i'WMVI"raV J QFA7)N3 ) SS CV 7H9-.DA r OF 2C7/2 BEFUWA,E 71-E LACS58DAEV A AGTARY PLa�VNAADFOR 77ESTATECFWA"107MDCLYCG114015 0AWAAOBMWP1315OWAUr AfrE4AIVAAWASFUAL470AEA7MOWN70SE7IEFIERS l*H0SillASPICEPP •3�9VT 0FAE7Ti0LAAODEHBCf1J9VT,At; 71e CCWCR47KWAC7AGASMANAGER CFS9Q4LE H opfiR ESLLC, 77ELAf7IDLt4SC.PTYcoAPANr7HArfiv cu7Eo 7FEW7IwAADF ANIAGIBVT, AAD ACCM7WL6DGM S4D A167RU16VT 70 Lam« 7yEFiiB='AAD KYLNTARYACT AID DEED OFAE7ROLAND DEYt3.C9 W,,AC,ASMAIA097QFSEG&EP/3GN5RTIENILC,FORTLE LEEWAND FUVO&'S7T RMME V7".11RI, AND CVOATYSTA7677NATPEWAS DLL YH£C= 0U4L fZV AAD ACTRG AS SAD C4,"G7�) QF 7IE CQ9°04A 71014 AAD 7H4TFE WASAUIhCV11= 706MCVTE7AU54C)A6nK4d9VrOVd9{4LFCFAeMLAAODEKZa%d9VTAC AND7714T 77E COAPOR47MWAS AUMVIA17M 70 E.I FMW 7/E840 A67MAEVT CV fill CF SEO4LEPAgFlER7ESLL0 NWIIAE'A4i WAY00F fH4WSiE7MYH4AOAND OFFFM4L %4L 7Wa4rAAOYEW Pii4rAB0W 14Td77SV AOTARYPUSLC PAWA14AE NAAD FOR Ve STATE OF WAS4/1G70V SAT MYAFiwgMAdWrEXHEB LAMP SL716-AW'S CEA!1191CA 7E ( J4YDB45COCCrepWarodas a Avdevwytr by Me Selo d Waariv'aq eerHy Md dhb pal b bread an an echd xrwy d Me Aend daerriredIwaft caedtrledby me or uldx my xpwP6bw Mal Me o6tenoeq c� and &VW are &' om herrca ea vW. end Mel nmunm* oMar Men Move nwnurenb egarowdkr sel/ig at a klar daft hew been eel end hl comers slaked an Me 910wW m o%mtt&dm Me pal ..ayDBabcoct PL8 no S01P9 RECCfiDNO CBi7B9CATE A SURVEY N THE N.W.1/4 OF THE Fled for record at the request of the City of TLkwla t b S.W.1/4 OF SEC. 2 AND THE E E.1/4 OF SEC. 3, TWP. 22 N. RANGE 4 EWhL day of 20 et---mixAm past _ K and CITY OF TUKWL4, AND recorded In Vokrm of Me* on page recorde CITY OF KENT, N KING OOLUN, WABHINOTON. of KkV County, Waehtigtom of Reeorde SEE SHEET 2 OF 2 FOR SURVEY MAP LEGAL ITW-+-Tl N D�rAnPA/iC7E • •' i �•,..�-7"�� r:•': r. .1'•/�-'-1iRr:- rJ:If�'ri��l-A6'e� -. �•-.•7e •�- a �• -. �•-•G'1 • Ir'I �•rr.IW P19OP095150LOT 1 7NA r POR77CYV OF LOTAAS&f0ANAADDESC'VCYTYOF7LA%LA LOT LAEAawt AAD AECOfE� 01UPER /aW CCLMY 9Shl7(' YI1KiAtYi/HAF7IEFIXLOW,MQ Dti L/1E'✓� COISAWCAG AT 77E A4397416EST COMER C 1F TEAFVASlEVTXW LOT A, SAD CTOlA Elias 1k4 QV 7FEEr4S7BXYf11l3W 0FWAYAMAG1V OFSEGALEPAAC DFNE W 7PE CESOUTHOT44'56%ESTAL0AG77fWiv'TLAECaF7TE ARM EV770Ea LOTA, A D3rAACE OF569W FEET 70 77-EPOW- CFaFGMM FOR 77-CLAE POVCELEA MG84DLAt-SOUTH 8275'04SWr32WP= 7077-EE4STLAE0F71EAFn%E3EN7X 0LOTAALSOBSW77En99WNA4 CaF 7M LAE Pn10FOaED LOT 2 77YAT PoRmw OFLOT A AS S VOWNAAD DES AEM CV C ffYOIF7LKWIL.A LOTL/1EADIGOT{ .d AADfE[IOfA�lAG1B7A7iK71�?lA/TY 7iLFCC4D593AA7 127 )7iliSOVIHG1FlyEFL1LLOW.VG C AA149VCMAT77E1Ma9TW11WTCOMETC1F77EAFOAfifWTUVLOTA SAD coERSt9At4alf77EEASTBKYfVa/TOFWAYA04AGIVa=6EWLEPA/N DRW A, Zh!91=17H0T44W%E8TAL0ND77EWESTLAEOF77f AP75f9AWIXEDLOTAADEW tEClF56R60FEET7O71EPOWTOFSEGPMV0 FQ97hWLAC- 7PA CELLAVAGSADLACSOUTH6275'04FAST520.91F39T 7O77EEASTLAEQF77EAFOASEVTA1 DLOTAALSOEEAGTIE7BMK5 OF 77N LAE 1; Z7r]rriGrl�;-�7 s S asr.,ve nto � 'Tukwila s t- (}f G yymsr _ t J ■ (� Green RJverp /J N . _ smTow VICINITY MAP oW7U9iYSk SEC#ALE PROPEiiT1E8 LLC. ADpq� 58119EQAL.E PAFIK DR 'C' P7A31L4 206-575-2000 mr1s mm- MMAA WABHL 9m VOLUME PAGE APPROVALS /= CaCNTYPNAAKEMf9tW / c -W Md mfpaperly &m arejmW nd Mel a atgodry hu been meob h xdgd&lf amored to pay Me leave for Mr /a w*V year: Md Mere err no ab/fgmV 4mcW &sry mmenb cerMW d7 Mb NAa-fore, 1 51, end Md a/e omW asseemma b an any of Me pelo m o hmah oieokatades ebrabt abyn ar for a65erpr�wls rows ero ps/dh kt 7hb �„ d 20 A2V Coolly 7lwevmr QgaAy/l2v Corm' 7r-- .. 1�. fI 1!� 1 1j ���i 11ililB Emntmd and 4W medby Me Daimardmerd ofAmees wr& Mb airy d •ro AgVC-#*D4**Ammar ReAued and 4Wwad by On Swf &bdww64n C mWee and hereby cerdYbd for OV Mb day of 20 OF TUKWILA DEPARTMENT OFCOMMUN/IYDEVELOPMENT 77!dmyofF7 3G1/IYDEY8QpN6VT CITY OF 7ZIKW" PUBLIC WORKS DIRECTOR /EYENWAA0 Ai' WHEW BY71eDB-AMNEYVrQF C CA49JVTYDEVBCFAd9VT AAUhERWYCDMglEV FC4FLAG DRAWN BY JAY 9. CHECKED BY MARKEL SP S EGALE PROPERTIES A LIMITED LIABILITY COMPANY P.O. Box 88028, Tukwila, WA. 98138 5811 Segele Park Dr. C, Tukwila, WA 98188 www.eegalepropertieacom Phone 206-575-2000 Fax 206-575-1837 DATE 04/16/2DI2 I JOB NUMBER WA N/A I EwE.I W Ix Clty of Tukwila — — — —I — — — — — VOLUME PAGE Depaitnent of Community Deve4ment — — — — — — I — �` fH 7j�— _/ c 6300 Southeerder Boulevard, Tukwlla, WA 98188 4 — — -- — — r2 Telephone (206) 431-WO FAX (206) 4314M " > — — — — — — — — — - Einall: tukotanftkwiia.wa.ua Pr BWAVARrLAEAaJSMONTAMSE 9L - I NJ I AADARV 77t77703W2 3�n n 5,itTm u � . t-12- Oi I� V! nl�rn bt✓ �� -RL E 0 1 ' B 2PUS27 W ALL DATA SF47WN0NTWL./1EAL0AG 71£GISSVRKR LBI M-4=M O2 ✓AWA3ZISAMUSITP3iI� I 76 AWFQALROmAL mosugupu �SQKrnts 504WL�TA-LSD' LIEBCAhC�i9V/W7F7fWPS7171rL/EQF7FE RA4409AIW MW ARVYR7AMM GRAS FAER LB07H - 4i5W OL]l3TA - i I� I PAll17u7 D8W7E3CM4l�NfiE4R CiQRhEGWV0 _y2A. FtXl10"spiwovs I I e cwelDa�ac LBVOM-4,W I ° It I I DEV07ENFPL-ACCE*Si LANE O4DELrA -Ar23Vr(AEC )MT72,'(CALL) ---- lb DW -.. . R XdW TLEL£QAL L7ESC FTtXQom'T46SJ7F'AADALL 0(AMTEAgSL99VTJW:a MTVNSFWWN LBW7H-9d1f SEf4LEDME D' WAS D99)EVR IICW777LE00777LEASPORTQWa?A104003146-Tt+DA7ED O DEL7A A-M97 — — — — AFAL 24 21012 strim LBO+ -nor 1\,/ ° EASEWENTAC E& OLDEL TA RACWe - (' ar LOT 1 L�r�OF��� /�RAPB4AKH9l�7EC7ACVALAMQ7FE QL�rA -OM20' I CQVTA/1I G503AgES (Q ` 2 EASad9VTFO9/91�ERBAAKP19D7EC71ONP199AFN 60270VAAD 60270 i ° I I X FOOT K71X PAfi4LLB *nHAAD LARD WAA7 OF 77E 70P OF 71ELL3-7 LBV07H-2271T �I I AYSf4CELOTND7H-SCVIgT B4AKOF77ECi9ESVMIER ©DE. 7A -RADW2Mi CBC = I 2 3ANWOATAEPO*EiLAE7R44GAfS 0VEASEl®VTPERAPVMM740544f Lavow-1116Y �) 3 ° GOV'T_ LOT 2 �i ° ' I '' �'� P�AFY2 �I ° o O (Off-N 2O 170001 f9 r0I � ° b � SLh'VEYG19SAt071� R7YADLi44S4AA2VNCASE ) ° A O FKWW WTAL DA7W -LdLA 6X#nEYAFJV 99060990M Su%Em BLA AFA 9 01605t910p BLA AFA[ =VW S I I act igf �� MIE A L rAlDaE7li40C GRAPHIC SCALE I p 7 ,00 o � ,00 zoo .,p I I oacE I� 1.E7MA OW L5M WAS A SOKM SET 3 P6WCARO10 A S7AAt7A(97 I FELD7RAk8?SELE7WEE A0VAt"WSSFf0W7VAAD071iSW►977H •Q I I ACLOSLlE7HArAAwmmEXC1 wSDnimramvNWAC332-x91"cw ( IN Fe1•:r) I 1 inch = 100 ft. I I GYLLYN�8E764L7CLAE f I Q I �avADa7 CF8 LAE f i1 I LOT 2 I �� W "oAVRht#r7� �a� / W AISfALOT ADIH-JI?2F££f {.•�• �b 6'6f.O SE7840CLAE AC19/HL/1EQOVT. or — — — % - �"°PJ SEGALE PROPERTIES A LWED LIABILITY OOMPANY a E P.O. Box 88028, T1Jkw17a, WA. 98138 Cr 58n Segale Park Dr. C, Tukwffa, WA WN GOV'T. LOT 5 ; \ A 084i4S E www•wgalgxopertie&c m Phone 206-575-2000 Fax 206-575-1837 DRAWN BY JAY ELi0/14/2l]II DATE JOB NUMBER N/A / I / SCALE / ..... _ ... CHECKED BY MAf90 N/A SHEET 2 OF 2 10 r.a Lu C w � 20 2� V w 63 a City of Tukwila � /?o :• \ // q00 SouflBoulevard, Tukwila, WA 96186 : ileplwne (206) {314M FAX (206) 431-M reoe E-mail: tukDW9Hukwila.wa us MDYAG SITE1MFROV0fENFI'LANNO. Lf2 - 014 SEGALE LOT A BINDING SITE IMPROVEMENT PLAN SEE -..:SHEET 2 OF 2 FOR � ' .�N ` A 7A6'SUR Y MAP b arneae iMWea/ me /rNa met or` %aiad7 leak . - ` 19-G-*AL DESCRIPT name O�DIGTIYAL PARLg: rAxtor3 Aa4WA SEOALE t7C1 AiEM LAW DEVAC L7'Y O7-,C- ► COF-nCWLASgtActm AS AISCOADW 116d9iif kQ-4O WTAE MVaWS `7 Y OF00 COLA WA"VO PAOmea7iOT t APPROVALS Ima OCXMYPN4ACEDA"m / ow*y *W ofprgosrp, "p d 17yoar rut rrre are akuiel mwrpseiNaeaaaarnsok pE'goierlynerehcbdrafedu � VOLUME a d p d/re bean girds in monclent ¬ed to pay Ale hunt Ar A4e ria aARx Ar caibcicnr end rut e/4oeais/.seeeamasrar an e0' a Ahe R or for ofm ^6 a cas ue ps(d b pL A V Co-* Tr"arer A2-. CCU* Tresnrnr KA G COUNIYASSESSORS APPROVAL Esenbed and sAwevedby r e Dq wftwrd ofAmomma* r %mil. )N-5 dyof C-94anAw ptL AEALaAtS716VTAKJ Li/ Lt30 aWC r#Aanwar OgorfyAeaaaa� NO. p=12.0 0002 V .,-'=•.:P.ercn/MeMe(s1- 3S `L�i�— 41Z( rDESCA&M OWOY)YOF7Ut*XA IECOMEp•fAq RA7 UCOIN Y amaaztYN0AC47H.OrJhEf{ZLOWl14 7mim A Shi::,Rr eD/VzmCA EAPPfIDVAL W7FMEEb'rCOiEW51F7FEAF0AE1dWi6ibLOT.-,* /?W-eered.&AD—byre&iWfSWcA anCWMUIeandGxaby .tftd/crAV IFEEA97FI�YRC�JTQ�WAYA[4fiCi0VQ�SEC14fy�PAfDC • /OT44�6 WS6TAL0AV.W HeST L AE OF 7W' QSTAACEC015526O/$T70*77-EFc VTa�ma W/1C/ E.4mG.14DL/I� SgVlHa275t?q�4sT3�09lI�ET EAFQ'S{Y3V.VM LOT A AL:rYi 6LSAt? 7PE 7Hi{/WB FliOF:6® LOT 2 7PL4Tig977CWOFLOTAASSHOW AAD DESCAMED QVO7YOF7LICNZA LOTLACADLW714EVTM0. L If-MAAD AECCVVIED t/W2fW1d N^s COWY SiCxYN7YCWAMPWOV�,,t�,yt�� J SS - . -_....: LI1E� LYMS ,7H OF 7WFa-LO*M ON 7/0' 2= [> AE 7PE•O{L7l3iSIEi4�A AMARY ` PUSLCNAAD FQ47PESTA QFWAS(.19[CYLgt/I6�gISDAADb1►t'XA1(ry3 LLY +AT7hEAg97HNFST CXXi169 q�7FEAFQ991®VIX1Ea LOTH. AH°EA M4WA—SAWLE 7DAEATAMW W BE 7WFBwoV.WO SOWDAS WCFPP9jVaVr sAoLiEwav7fEE4sTsw'YACY/TQFWAYA"AtwoFs Era4LEPAAC GI�AE7AC7 LAA001EYEEA9161/T, /1C. I/f CA9°CYi�77gNAC7M7ASAGAl40B90� SII.E DAVkE A', 7,L I SOU7HO74I'56'NL3TALO'N37FEWESTLAEOF7FE - A901E77ESLLC, 71ELAi78 tM8LL7YCOAPANY7MTL WtUfED FEWIWAAP?V ECiOW A/ MIENTA MLorA ADErAACEOFSM60FSET rl777EPCIVrCFaE i WVon AWVnWAEMTAADACnVOWLSDMpSADAWWAeVT7P.&-77Eqi�FAAotX4WrARYACTAAD rag Vw.L,R1�•mmELEAmGs4DL#6-_so/r &-ows4srmRA'1FEF! 16ESAA AEIAiO ES M9YSGV%6VF AS.f(4N4Cil3I0FMa4CEPA3TRfiWLLQ MIME TOIkEEA$TLWOF77EAFC714�9WWr1 fiV LOTA, ALSt7619G mE,713 ew tA6ESAAD PLR 47}Bi9VA19VIA•YII CWa47HSTA7$[rmrwWDeLr&s9tsQ OF 7WLAE OU4LFEDAIIDAC7NGAS84DCI:F i9OF77LEooA- RCnM:AA07H4TH1F WASAMM •:• TO/a'EMW 77-ES4DAWMAeVr ON6Ei'L4LFOFAE7Rl7LAADLEYHOPIAW Alb 7H4T 7PEC0AP R47XWWASA(/R�IIED70EA1'CUIE7PES4DNS7A'AEWrCWm-;ALFOF COVrj}/ %g4/ACfSS.: SEd4LEFACFS?7 SLLC OV PiWTAEBOW W Wi0F/H4WSETA/YH4ADAAD O�4L SEAL 7PEQ4?A4p)EARrMV ....... A�y AOrARYFUXW PAWNFAAAE �,N��- T:• •( - g •• NAAOFCIR 77,yT Q�jYASS�ON3TCW .�.. ,urAPPgev7A6v/EUVWS co somma £ -.. ' e ,€ _ :: 'gyp: •�jg . YukwilA .4 LARD 6iGRYtY095 CIAi7FA:A7P �f S .:'t€" J)tllAx L ✓AYD BABCOCKrapWared m a &qdA#vaqwi n• ...'s by re SYrte dW �xa7r rut r,. put r &&sear a, an.e(ud...ey a ne rnd ' 6 ", Rive `'• : • . N" dseorted/rnai; ardCted by ms O' ndrmyatparusirr rut M dkJencaa touiase end ere anoan Aareun cnrreeAy- and rut maxnstlr orrr urn noes nuaxsm6 Ar sr1tiW e/ a (skr ds14 tiro bean ae/ ardAW .cruet& slated en ra pvurd on Mepat go naJ04M A SURVEY N TFE N.W. t/4 ofE F S.W. 1/4 OF SEC. 2 AND TFE S,E.1/4 OF ®® SEC. 3, TWP. 22 N, RANGE 4 EWJA ° 701 2012121 CITY OF TUKWLA. AND n cu TITLE CO 1 CITY OF KENT, G PAGE-M of ae2 voL za1 N KNG COUNTY, WASFONGTON. KIM7 LINty, yV Af, AfA5l®V1701EP LOTH, A FOR 7PASLAiB 7iE?MCEL 707/•EE4STLAEO M OF 7HSLAE VICINITY MAP OMA61'Sk SEGALE PROPE3iiEs LLC. Aqp� 58113E(3ALE PARK DR. 'C &pt a Reeerae as wscoorr I Ct7YA4TAWFl - BNAA WASFL QM JAY B. MARK S. D---P.6. LE PROPERTIESA L jMrrED.LWBWTY ObWANY Box 0ti028 Ttic�iia W - 98t38 5N Seale Park Dr. C, Tukwiii, WA wwwzegalepropCgti Phone 206-575-2000 Fau206-575-18 }7 DA7E 08121/. Joa MASER.. WA .: WA OF.::'. 2 I �' ► • ar A IL --- — — — — City of Tukwila — — — — — — — — — — — — — .**phoN(2X)0i4MFAX (M)431-W -E -ma: tN9§p@k*wHawaus I 9 Af BAONG97E f-?0W5WWrPLAN N0. L12-014 AS' "ARV0710AXOM .......... 342r PER PAW\" LSNG7N - O .-Y LiMM-42r DE:TA : Z2421(AEC Ar2r2,C (CALW:,.,. AWZW LSW7N - 9dlf SFGALE- ODEL 7A : 928W" 194DW 4WQ00' L.S1G7H - AX05' 2 67aW OLXL TA : Jr44W* R4DW 7MOW W, LSV07H - 2S177 Oj DZLIA :40rW20' b coNrAmG5MAi;#Wj R40W mougay A09Wmom -avpiFEr:- L,EW7H - 22727 ODELTA -023156' R4DW - 200W LBV07H - tHB2' .6: .60VTLOT2 7, 10 o" )iXv8WWAltWNC4W -N Im .,-GRAPHIC SALE lw 0 YAW 50MCK Nc IN FEET I inch 100 ft. 4�000 CONTRCL Ecosew"Is RfAopvvvm*' tp CONIXAM44ACREV ARM "'.,Z6�r*VYN - JAi;9EL7- T. . wmw-LAE — — — — — — — — — — — — — — — — — — — 5OUT77LAE4OVrLOr2 AvmHLAFGorr LOT 5 GOrTLOT 5 OW: au I ou) VOLUME PAGE A1075- ALL L147A SqO*NCVV YNSLWALOAG IWGqEBVMER AWFMAI47Fti1g=QLCSNiEPE#FQSES0ALr 446 LiElicoripriwww 7w*E679xrZAEcF7w CAEi9VAnfR CRBVCFCL44E —> DBV07EVML-ACCEWLAAE 7WLEG4L DESCAFW0N OF 7W WEAW ALL "9E0U9VrffASSeVrAFMM7X3V&x*w WAS DSWW FR43W CW MLE CO. ME AEFWT OWER A42 40OWM6-M DA 7ED AffX A 2012 EASSWEWAF07EP I E4aWSVrP&?AFJV i=0157FMAPR4PS4AKPW7rC7MAL.0V0 PE L97B4AK0F7)EG959VffiER 2 EASEUSkT)cM9MS7ZKWFflO7Er-7MFB?AFN eaMOAAE) OWME wFOOT iwFAmua wTHAAvLAAvWARD oF7fE7upct=77-ELi9-7 :.AA4W4CF - 77EGgEER NM 0 ANM0CAtAXEA20S?LAE 7R4AWARSR!$VgAaBAENrPB?ARV&VM9V544 W OFFLOW COWROL E4SS6Vr W20090550=tr, ........... HOWarX DA 7UW - BLA SIJ%EY AFN 9WSOMW �.&MEMRI 4 AFN AWfiaWOV 01-A AFN 9314?OXW Foo —E &Y0RrfL4rAFW 850908W B.LA A 20WOMSOOMM 607M 00At7*W WALL JWVTAUWSVr LSW WAS A SCA?ad SLIT 3 FEWCARAW A SrAACAAV PELD ZRA WSW BE7*EBV AAWAM7S &V*WAAV 07hgM WIH A CLOWK5 IM rAdSM CR ErCSEPS 7hCW ScECOlff) Af WAC 3221W-M PER 7=.VAW30 = ANY 5L4FE0U9VrDS4ELCAWff CF PE WE &WL AEJV COAFUS"NCE MAN YWARWONS2 AECOMW allow a7EFLANAfW0W919WM-4N PL 12 0.01 00 - GALSTROPERTIES." KLVJ3LrrY COMPAW ii P A L"TED -F.0'Box.QWaTt**la WA-9MB 58tl So .gale Park Dr. C, TLkwi$ WA WW wwwsegalWope�iieaaortl:'Pl,om 2 '6 P -575-200 Fax266-575-1831- M1VM BY JAY I DATE EL 08/2V= toe raMBFR N/A::.: MANO a WA I — 2;-:*. .:.. OF 4 5 0 C IN A OWNER: SEGALE PROPERTIES LLC P.O. BOX 88028 TUKWIIA, WA 98138-2028 206-575-2000 APPLICANT: SEGALE PROPERTIES ATTN: MR. STEVE NELSON P.O. BOX 88028 TUKWILA. WA 98138-2028 206-575-2000 ENGINEER: LAYTON do SELL INC. P.S. ATTN: JOHN D. SELL. P.E. 12515 WILLOWS ROAD NE. SUITE 205 KIRKLAND. WA 98034 425-825-1735 PROJECT ADDRESS: SEGALE BUSINESS PARK 18100 ANDOVER PARK WEST TUKWILA. WASHINGTON X. \ LIST OF DRAWINGS C1.0 — COVER SHEET C1.1 — NOTES & SPECIFICATIONS C1.2 — CITY OF TUKWILA NOTES do SPECIFICATIONS C2.0 — TEMPORARY EROSION do SEDIMENT CONTROL AND DEMO PLAN C2.1 — TESC DETAILS C3.0 — SITE PLAN C4.0 — GRADING k PAVING PLAN C5.0 — COMPOSITE UTILITY PLAN C6.0 — DRAINAGE PLAN C6.1 — WET VAULT DETAILS C7.0 — WATER k SEWER PLAN C7.1 — WATER PROFILE C7.2 — HIGHUNE WATER DISTRICT STANDARD PLANS C7.3 — HIGHLINE WATER DISTRICT STANDARD PLANS C7.4 — HIGHUNE WATER DISTRICT STANDARD PLANS LEGAL DESCRIPTION: LOT 4 OF BOUNDARY LINE ADJUSTMENT NO. 93-DD85. RECORDED UNDER KING COUNTY RECORDING NO. 9311301961. RECORDS OF KING COUNTY. WASHINGTON; BEING A PORRGN OF THE SOUTHWEST X OF THE NORTHEAST N AND GOVERNMENT LOTS 2 AND 5 IN SECTION 35. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. ABBREVIATIONS KEY. A/C - ASPHALTIC CONCRETE DWY - DRIVEWAY LS - LANDSCAPING BLDG - BUILDING EL - ELEVATION MH - MANHOLE SM - BENCH MARK ELEV - ELEVATION MJ - MECHANICAL JOINT CO - CATCH BASIN EDP - EDGE OF PAVEMENT MON - MONUMENT CFS - CUBIC FEET PER SECOND ESMT - EASEMENT PIV - POST INDICATOR VALVE CL - CENTER LINE EX - EXISTING PP - POWER POLE CMP - CORRUGATED METAL PIPE F/L- FLOWUNE PRV - PRESSURE REDUCING VALVE CO - CLEAN OUT FA - FIELD ADJUST PVMT—PAVEMENT CONN - CONNECT ID . - FLOOR DRAIN PWR _ POWER CONC - CONCRETE FDC - FIRE DEPT. CONNECTION RED - REDUCER CP - CONCRETE PIPE FF - FINISH FLOOR RJ - RESTRAINED MECHANICAL JOINT CPS - COALESCING PLATE FH - FIRE HYDRANT SA _ SURFACE AREA OIL/WATER SEPARATOR FL - FLANGE JOINT S - SLOPE CV - CHECK VALVE FM - FORCEIWN SD - STORM DRAIN CW - CONCRETE WALK FT - FELT SHT - SHEET DBO - DESIGN BY OTHERS FV - FIELD VERIFY SS - SANITARY SEWER DDCV - DOUBLE CHECK GV - GATE VALVE SSS - SANITARY SIDE SEWER DETECTOR ASSEMBLY HOPE - HIGH DENSITY POLYETHYLENE TB - THRUST BLACK DI - DUCTILE IRON HWD - HIGHUNE WATER DISTRICT TYP -TYPICAL DOM - DOMESTIC OS -DOWNSPOUT IE - INVERT ELEVATION IRR - IRRIGATION UTIL -UTILITY LF - LINEAL FEET W _ WATER WM - WATER METER INS - WATER SERVICE 1 I 2 PROPERTY ZONE: HI OCCUPANCY: TYPE 8 ITE LAND USE CODE 714 TAX LOT N0: 3523049121 VERTICAL DATUM: NAVD 88 BENCHMARK/BASIS OF DATUM: BASIS OF DATUM IS A BRASS DISC SEr IN A CONCRETE LIGHT STANDARD AT THE SE CORNER OF S IBOTH ST e SOUTHCENTER PKWY. MARKED (N 254 RESET 2 1974) NGVD29 ELEVATION 28.5. A CONVERSION OF 3.42 (PROVIDED BY SEGALE) WAS USED TO CONVERT TO THE NAVD 88 DATUM. EARTHWORK QUANTITIES: CUT : 3,600 CY (BANK FILL 4.500 CY (64NK; IMPERVIOUS / PERVIOUS AREAS: PROPOSED IMPERVIOUS : 147.713 SO FT PROPOSED PERVIOUS 46.503 SO FT TOTAL SITE AREA - 194.216 SO FT PROJECT DESCRIPTION: PROPOSED CONSTRUCTION OF A COMMERCIAL BUILDING AND ASSOCIATED PARKING AND LANDSCAPING AREAS. I nr`AI ADCA AAAD 0 /0 50 16C SCALE i' - 80' Know. whars below. Cell before you dig. PRIOR TO STARTING CONSTRUCTION, CONTACT: ONE —CALL (1-800-424-5555) FOR UTILITY LOCATIONS. 3 I 4 5 ?� so 415' Q o rc 3Cj� N s N a N ati — i.5^m J 2 x W Nag a 3 m O O S a � w 5 j BLDG F-lu F 3 Y Qu �a u IX^ MTV Cn a Li a m O O cli w t N ?c V m W D: Wq LO (L LO U) m W D> g O LU OD m _Z c 3 0 LU (T3 <mJ 5 O (n m m U 321-333 6 C1.0 CONSTRUCTION SET 19 C U A GENERAL CIVIL NOTES: I 2 I. cTn SPECIFIC°TIONS k PLANS - ALL. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF TUKWIU STANDARD SPECFICATIONS, AND OF THE STANDARD SPECIFICATIONS FOR ROM, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE SIMOARD PLANS FOR ROM. BRIDGED MUNICIPAL. CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND THE WASHINGTON STATE CHAPTER OF THE AMEMGN PUBLIC WORKS ASSOCIATION (APWA). EXCEPT AS MODIFIED OR SUPERSEDED BY THE CRY OF TUKWILA; THE INTERNATIONAL BUILDING CODES: PERMIT CONOTIONS; AND ALL OTHER APPLICABLE CODES. ORDINANCES. STANDARDS, AND POMM WHERE CONFLICTS OCCUR, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. THE STANDARD PLANS AND STANDARD SPECIFICATIONS (YSDOT/APWA) MAY RE OBTAINED FROM THE WSDOT ENGINEERING PUBLICATIONS, P.O. BOX 47408, OLYMPU, WASHINCTON 98504-7408, OR BY TELEPHONE ORDER. (360) 705-7430. - PRE NOT n5 ECIFICALL.Y INWGTED.LOF THE BUT ARE OF A SIMILAR CCTION SSHOWN ON THESE HARACTER M DEWLSDSHOWN, SIMILAR DETAILS OFWINGS. WHERE NS. CONSTRUCTION SHALL BE USED. SUBJECT TO APPROVAL BY THE ENGINEER. THE OONTRMfOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND.ELEVATIONS BEFORE - PROCEEDING WITH THE WOFK THE CONTRACTOR SHALL REVIEW THE DRAWINGS PRIOR M STARTING NDELAYS- A OPT IKE APPROVED PLANS MAND BRING ALL PROBLEMS UST BEIN MTHE ATTENTION OF THE ENGINEER IN ORDER M AVOID -SITE WHENEVER CONSTRUCTION 15 PROGRESS. 3. PRF-CONSTRUCTION MEETING - PRIOR M ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SCHEDULE AND ATTEND APRE-OONSTRUCTION CONFERENCE WITH CLOY OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL BY PHONING 206-433-0179. 4:. EXTISTIN • 11m S - EXISTING UTILITY LOCATIONS SHOWN ARE BASED ON VARIOUS SURVEY', PLANS. MAPS AND FILE IN PROVIDED M SEGAIE PROPERTIES. ALL UTILITY LOCATIONS ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINIG ADDITIONAL UTILITIES INFORMATION FROM THE APPROPRIATE AGENCIES AND SHALL FIELD VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR M CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. S. TOPOGRAPHY & SURVEY CONTROL - TOPOGRAPHY & SURVEY CONTROL SHOWN ON THESE DRAWINGS ARE BASED ON VARIOUS SURVEYS. FURS, MAPS AND FILE INFORMATION PROVIDED BY SEGN.E PROPERTIES 6. GEOTECHNICAL & SUBSURFACE INVESTIGATION - GEOTECHNICAL & SUBSURFACE INFORMATION FOR THE SITE IS PROVIDED IN A SEPARATELY BOUND REPORT BY GEO-ENGINEERS, INC., TITLED 'PROPOSED. THREE-STRY OFFICE BUILDING, SEGALE BUSINESS PARK. T1KW9A WASWNGFON', JOB N0. 0291-004-01, GATED NOVEMBER 26. 2007. 7. ,•, RKMANSHIe & JOB-S e•= - THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE MANNER AS REQUIRED BY ALL APPLICABLE CRY. COUNTY, STATE AND FEDERAL. REGULATIONS. THE ENGINEER HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED M THE CONTRACTOR'S SAFETY PRECAUTIONS, OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PUCE FOR THE OR SUBCOMANCE OF WORKNTRACTORS, OR FOR ACCESS. VISITSWSM USE. WORK. TRAVELTHE CONTRACTOR OR THE R. ORIMPLOYEES OR OCCUPANCY BY PANYPEERSOON SUPPLIES 6. PERMITS - THE CONTRACTOR SHALL 09TAN ALL LOCAL. STATE AND F03UM PERMITS REQUIRED FOR THE WORK IN ADDITION M THOSE OBTAINED BY THE OWNER. THE CONTRACTOR SHALL CONDUCT ALL WORK IN CONFORMANCE WITH THE VARIOUS LOCH. STATE AND FEDERAL PERMITS, D APPROVALSREQUIRED FOR THE PROJECT. 9. PROTECTION OF PROPE- THE CONTRACTOR SHALL PROTECT FROM DAMAGE OR DESTRUCTION, PRIVATE AND PUBUC PROPERLY ON RLY OR IN THE VK;MIT OF THE WORK THAT IS NOT SCHEDULED FOR DEMOLITION, REPLACEMENT, RELOCATION OR REMOVAL AND SHALL ENSURE THAT INTERFERENCE WITH THE USE OF SUCH PROPERTY IS MINIMIZED. ANT' EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN A MANNER M BE APPROVED BY THE CITY OR APPROPRIATE UTILITY OWNER. 10. Sfy-B nIT�NGS - THE CONTRACTOR STALL MAINTAIN 'AS -BUILT' INFORMATION ABOUT THE PROJECT AS IT IS CONSTRUCTED. THE CITY OF TUKWILA REQUIRES THAT 'AS -BUILT' INFORMATION HE CERTIFIED BY A STATE OF WASHINGMN UCEMED LAND SURVEYOR EROSIONISEDIMENTATION CONTROL NOTES: 1. INSPECTIONS BY CONIEIACfOR - THE TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY M ENSURE THEIR CONTINUED FUNCTIONING UNTIL ALL CONSTRUCTION IS APPROVED AND THE SITE HAS STABILIZED. 2. SCHEDULE - ALL REQUIRED SEDWTNTATION/TROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR M LAND CLEARING AND/OR OTHER CONSTRUCTION M INSURE THAT SEDIMENT LADEN WATER IN AS NOT SATISFACTORY CONDITION UNTIL SUCH TIMETHE NATURAL DRAINAGE EIHA CLEARING AND/OR . ALL EROSION CONSTRUCTION ISEDIMENT S COMPLETED AND SHALL BE POTENTIAL FOR ON -SITE ER040N HAS PASSED. THE IMPLEMENTATION, MAINTENANCE RU ACEENT AND ADDITIONS M EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR- 3. MINIMUM RE jUaQghUaEW CONDITIOS - THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED M BE MINIMUM REQUIREMENTS M MEET ANTICIPATED SITE CONDITIONS - CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY M INSURE COMPLETE SILTATION CONTROL ON THE PROOSED SITE.THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TORT NG ADDRESS ANY NEW CONDITIONS THAT MAY THE COURSE OF CONSTRUCTION, IT BE BE CREATED BY HIS ACTIVITIES D M PROVIDE ADDITIONAL FACILITIES. OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED M PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. . 4. IMPLEMENTATION - THE IMPLEMENTATION OF THE TEMPORARY EROSION CONTROL FACILITIES AND THE CONSTRUCTION, MAINTENANCE KEPLACEMENT. AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR CONSTRUCTION OF THE DOWN CONTROL FACILITIES SHALL BE IN CONFORMANCE WITH IKE APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS. SUBJECT M APPROVAL BY THE ENGINEER AND THE CITY. . S. STABI I anON OF DISTIDRBED AREAS - ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED WITH MULCHING, GRASS PLANTING. PLASTIC COVERING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE EXPOSED SOIL CONDITIONS AND THE TIME OF YEAR IN QUESTION. FROM OCTOBER 1 M APRIL 30. G SOILS SHALL REMAIN UNSTAEUZED FOR MORE THAN 2 DAYS. FROM MAY 1 M SEPTEMBER 30. NO SOILS SHALL REMAIN UNSTA81UZEO FOR MORE THAN 7 GAYS. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL TRU SEPTEMBER INCLUSIVE SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT S IN THE INTEREST OF THE CONTRACTOR BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT AS APPROVED BY THE CITY. 6. FILTER FABRIC FENCE - FILTER FABRIC FENCES SHALL BE CONSTRUCTED HANG THE DOWNSTREAM EDGES OF THE CONSTRUCTION SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION IS COMPLETE REGULAR INSPECTIONS SHALL BE MADE M ENSURE THAT THE FENCE S FUNCTIONING PROPERLY AND ADDITIONAL INSPECTIONS SWILL BE MADE AFTER EACH LARGE RUNOFF PRODUCING STORM AND DURING PROLONGED RAINFALL PERIODS. TRAPPED SEDIMENT SHALL BE REMOVED WHEN IT REACHES APPROXIMATELY ONE THIRD THE HEIGHT OF THE FENCE THE WASHED GRAVEL EI CKFILL SHALL BE REPLACE) AND THE FILTER FABRIC CLEANED IF IT IS NONFUNCTIONAL BY EXCESSIVE SILT ACCUMULATION. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN BE MADEEONLY LLAT INTO SUPPORT POST. WITH IA UM OF 30 6 INCH MINIMUMTS. WHERE DVEw, WITH POSSIBLE. BOTHFILTER EIDS SFABRIC UCURELY FASTENED TO THE POST. 7, INTERCEPTOR SWAN/DIKE - WTERCEPM SWALES/DIKES MUST BE PLACED SUCH THAT THE RUNOFF FROM THE DISTURBED AREAS ARE DIRECTED TOWARDS THEM AND MUST HAVE A POSITIVE SLOPE SUCH THAT ALL. RUNOFF IS CONVEYED ID A TEMPORARY SEDIMENT TRAP OR CATCH BASIN WITH STORM DRAIN INLET PROTECTION - INTERCEPTOR SWALES SHALL HAVE A BOTTOM WIDTH OF 2 FEET. A DEPTH OF 1 FOOT MINIMUM AND SIDE SLOPES NOT M EXCEED 2H:1V. INTERCEPTOR DOLES SHALL HAVE A MINIMUM TOP WIDTH OF 1 FOOT, A MINIMUM HEIGHT OF I FOOT, AND A MAXIMUM SHOE SLOPE OF 2HAV. INTERCEPTOR SWAES/DIKES SHALL BE INSPECTED AND UMITAINED UNTIL THE SIZE HAS BEEN STABIIIED- e. CATCH BASIN PROTECTION - ANY CATCH BASINS OR YARD DRAWS COLLECTING RUNOFF FROM THE.STYL WHETHER THEY ARE ON OR OFF THE SITE SHALL BE PROTECTED WITH A SILT SACK INSERT OR APPROVED EQUAL THE CONTRACTOR SHALL MAINTAIN THE SLAT SANK IN UNTIL SUCH TIME THAT ALL CONSTRUCTION IS APPROVED AND THE SITE HAS BEEN STABILIZED. SILTSACK INSETS SHALL BE REMOVED ONCE THE SITE HAS BEEN. STABILIZED AND THE THREAT OF EROSION HAS PASSED. (SEE DETAIL SHY C6.1) g, TEMPORARY STK1L'KP -TEMPORARY STOCKPILES SHALL BE STABILIZED WITH MULCHING, GRASS. PLANTING. POLYETHYLENE SHEETING, R OTHER APPROVED MEASURES. THE TOE OF ALL SMCKPILESi SHALL HAVE AN INTERCEPTOR SWALE/OKE TO COLLECT SURFACE RUNOFF AND CONVEY IT M THE SEDIMENT TRAP OR A FILTER FABRIC FENCE TO PROTECT ADJACENT PROPERTIES FROM SEDIMENTATION AND EROSION AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. STOCKPILE SIDE SLOPES SCULL NOT EXCEED 2H:1V SLOPE 10. STRAW MULCH - WHERE STRAW MULCH IS REQUIRED FOR TEMPORARY EROSION CONTROL. IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. 11. SEEDING - WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED. FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (DIMPLE. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 12. HYDROSEED - WHERE HYDROSEIDWC FOR TEMPORARY EROSION CONTROL IS REQUIRED. A SEED-MULCH-FERTLRER MIXTURE SHALL BE USED AS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE DEPARTMENT OF NATURAL RESOURCES. THE FOLLOWING ARE REC-OMMENDED SEED SLURRY PROPORTIONS: SEED MOL ISO LBS/ACRE 10- f-6 FETIUZUL FSO LBS/ACRE; SILVA-rBRE 1500 LESS/ACRE 13. SEDIMENT ACCUMULATION - AT I TIME SWILL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN ANY CATCH BASIN. DRAINAGE CHANNELS SHALL BE CLEANED IF SILT ACCUMULATION EXCEEDS ONE QUARTER DEPTH. FILTER FABRIC FENCES. AND STRAW. BALE BARRIERS SHALL BE CLEANED IF SILT ACCUMULATIONS REACH APPROXIMATELY ONE THIRD THE HEIGHT OF THE FENCE OR BARRIER. CLEANING OPERATIONS SHALL NOT AGLOW SEDIMENT LADEN RUNOFF TO ENTER THE DOWNSTREAM DRAINAGE SYSTEM. - 14. EXISTING TREES TO RF SAVED OR RELOCATED - REFER M THE LANDSCAPE ARCHDECFS PLANS FOR EXISfING TREE RELOCATION AND PROTECTION REQUIREMENTS. 15. OFF -SITE STREETS - OFF -SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT IS DEPOSITED ON THE - PUBUC STREET SYSTEM, THE STREET SHALL BE IMMEDIATELY CLEANED WITH POWER SWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL ACCESS THE SITE BY WAY OF THE CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BE DEPOSITED ON THE PUBLIC STREETS. 18. ADJACENT PROPERTIES - ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND RUNOFF. _ 17. SEDIMENT TRAPS - THE SEDIMENT TRAPS SHALL BE INSTALLED AT THE BEGINNINGOF CONSTRUCTION BEFORE BEGINNING THE ONSIDE BEMOUI oN OF THE PAVEMENT, ETC. THE SEDIMENT TRAPS SHALL HAVE 3H1V SIDE SLOPES, A MINIMUM TOTAL STORAGE DEPTH OF 3.5 FEET, A MINIMUM SEDIMENT STORAGE DEPTH OF 1.5 FEET, A MINIMUM OF 1 FOOT OF FREEBOARD, AND A FLAT BOTTOM. THE SEDIMENT TRAPS SHALL BE INSTALLED WITH OVERFLOW STRUCTURES AS DETAILED ON SHEET C6.1 OR APPROVED EQUAL THE PERMANENT STORM DRAIN PIPES MAY BE USED M CONSTRUCT THE OVERFLOW STRUCTURES. SEDIMENT SWILL BE REMOVED FROM THE INSTALALLED APS N EACH OF THE IT REACHES I FOOT IN DEPTH. To AID IN DETERMINING DAMAGE M THE TRAP EEMBANKMENTS ORMENT DTS APES SHALA STAFFL ESE REPAIREDE GRADING & PAVING NOTES: 1. Oe eI aIBcURFAGE INVESTIGATION - GEOTECHNICAL & SUBSURFACE INFORMATION FOR THE SITE IS PROVIQED ON A SEPARATELY BOUND REPORT BY GED-ENGINEERS, INC., M ED PROPOSED THREE-STORY OFFICE BUILDIG.-SEGV.E BUSINESS PAMC TUKWILA. WASHNCTDN', JOB NO. 0291-004-01. DATED NOVEMBER 26. 20D7. 2 CLEAR NQ C.MIRMUG & DEMOLMON - ALL CLEARING, GRUBBING AND DEMOLITION SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS D THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE THE STRIPPED OEM SHALL NOT BE MIXED WITH MATERIALS M BE USED AS STRUCTURAL FILL 3. REMOVAL OF STRUCTURES& QBSRRUC110N5 - THE REMOVAL AND DISPOSAL OF ALL BUILDINGS, FOUNDATIONS ' OUNDATI NS, STRUCTURES, FENCES. AND OTHER OBSTRUCTIONS SHALL. BE DONE IN ACCORDANCE WITH SECTION 2-02 OF THE APWA/WSDDT STANDARD SPECIFICATIONS. ALL REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS SHIM. BE PERFORMED IN CONFORMANCE WITH SECTION 2-023(3) OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SHALL BE SAWCUT FOR A SMOOTH TRANSITION. CONCRETE PAVEMENT SHALL BE SAWCUT OR REPLACED M AN EXISTING JOINT. 4. PROTECTION OF PROPERTY - THE CONTRACTOR SHALL PROTECT FROM UNMADE OR DESTRUCTION PRIVATE AND PUBLIC PROPERTY ON OR IN THE VIUNIIY OF THE WORK IHNT IS NOT SCHEDULED FOR REPAIR, REPLACEMENT OR REMOVAL AND SHALL ENSURE THAT INTERFERENCE WITH THE USE OF SUCH PROPERLY IS MINIMIZED. S. DAMAGE DARING CONSTINiCTION - ANY EXISTING PUBLIC IMPROVEMENTS DAMMED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN A MATTER M BE APPROVED BY THE CITY OR APPROPRIATE UTILITY OWNER 6.. GRADING - FINAL SITE GRADING MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM OF TWO (2) PERCENT SLOPE PER THE INTERNATIONAL BUILDING CODE 7. MINIMUM SLOPE -AIL PARKING AND DRIVE AREAS SHALL HAVE POSITIVE DRAINAGE M THE COULECTION/CONVEYDE SYSTEM AT ONE PERCENT MINIMUM SLOPE PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. . 8. Q &mod ORES - G FINAL CUT OR FILL SLOPE SHALL EXCEED SLOPES OF TWO (2) HORIZONTAL M ONE (1) VERTICAL WITHOUT STABILIZATION BY AN ENGINEERED EARTH RETAINING STRUCTURE ROCKERY OR BY A STRUCTURAL RETAINING WALL. g, u.mWN� rncnur. PAS: %FNrs & STRUCTURES - THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES. AND ELEVATIONS OF AIL EXISTING PAVEMENTS AND. STRUCTURES THAT ARE M INTERFACE WITH NEW WORK PROVIDE ALL TRIMMING. CUTTING. SAW CUTTING, GRADING, LEVEUNG. SLOPING, COATING , AND OTHER WORK INCLUDING MATERIALS AS NECESSARY M CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER. ACCEPTABLE M THE ENGINEER AND THE CITY OF TUKMLA. COMPLETE IN PLACE AND READY TO USE . t0. STRUCTURAL Fl - ALL STRUCTURAL FILL SHALL BE FREE O ORGANIC MATERW., DEBARS, AND OTHER DELETERIOUS MATERULS. REFER M THE GEOTECHNICAL REPORT FOR STRUCTURAL FILL SPECIFICATIONS AND RECOMMENDATIONS II. EXCAVATIONBAC�KFI - SAFE EXCAVATION PRACTICES SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO REGULATIONS ESTABLISHED BY PERTINENT STATED FEDERAL OCCUPATIONAL SAFETY AND HEALTH AGENCIES. - 12. COMPACTION - PAVEMENT RESTORATION. NEW PAVEAEM, FOUNDATION AND FLOOR SLAB SUBGRME AREAS SHALL BE SCARIFIED M A MINIMUM DEPTH OF 6 INCHES. PRE -ROLLED. AND COMPACTED WITH A ROLLER OR OTHER SUITABLE HEAVY EQUIPMENT -TO A FIRM AND NON -YIELDING CONDITION, IN ORDER TO ACHIEVE A MINIMUM COMPACTION LEVEL OF AT LEAST 95 PERCENT OF THE SOILS MAXIMUM DRY DENSIY AS DETERMINED BY ASTM TEST DESIGNATION D-698 (STANDARD PROCTOR)' FOR THAT MATERIAL PRE -ROLLING AND COMPACTION SHOULD BE DONE WHEN THE SOILS MOISTURE CONTENT IS WITHIN TWO PERCENT OF ITS OPTIMUM, AS DETERMINED BY THIS ASTM STANDARD. ANY SOFT, WET. OR SIGNIFICANTLY ORGANIC AREAS DISCLOSED BY PRE-ROLUNG SHOULD BE ECES .OVER EXCAVATED AS NSARY TO REVEAL FIRM. NON -ORGANIC SOILS. AND BMKFlLLED WITH STRUCTURAL FILL 13. ASPHALT PAVEMENT - THE ASPHALT PAVEMENT SHALL CONSIST OF A MINIMUM DEPTH OF 2S-INCHES OF HMA 6- CLASS PC 64-22). OVER A MINIMUM DEPTH OF 6-INCHES OF CRUSHED SURFACING BASE gXH6E. OVER A MINIMUM DEPTH OF 12-INCHES OF PIT RUN SAND & GRAVEL. SUBBASE OVER 12-INCHES MINIMUM DEPTH COMPACTED SUBAGRADE. COMPACTED M LEAST 95% OFCONFORMANCE WITH SECTION 5-04 OF AWSOOT/APWA STANDARDMSPECIFICATIONS- (THE UM DABOVE ASPHALT PAVEMENT INFORMATION WAS PROVIDED BY SEGALE. PROPERTIES.) 14. CRUSHED ROCK BASE COURSE - CRUSHED ROCK BASE COURSE SHALL CONFORM M THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS 15. CONCRETE CURB RAMPS - CURB RAMPS.SHAL BE INSTALLED IN ACCORDANCE WITH CITY OF TUNIWIA STANDARD PLAN N0. RS-17. TESL CONRETE SIDEWALKS -CONCRETE SIDEWALKS SHALL BE INSTALLED IN CONFORMANCE WITH CLIP O TUKWIU STANDARD PUN RS W PAVEMENT SHALL BE CLASS 3000 MINIMUM (3000 PSI MN) AIR ENTIRAINED CONCRETE ALL SIDEWALKS SHALL BE FOUR (4) INCHES MINIMUM OF LASS 3000 CONCRETE OVER TWO (2) INCHES MINIMUM OF 5/8- MINUS CRUSHED ROCK AND SHAD. CONFORM TO THE PROVISIONS GIVEN IN WSDOT/APWA STANDARD SPECFIGTIONS 8-14 & 6-02. 17. EXTRUDED CONCRETE CURBS - EXTRUDED CONCRETE CURBS SHALL BE WSOOT TYPE 6 AND SHALL CONFORM M WSDOT/APWA STANDARD PLAN F-10.4200. 18. CONCRETE - ALL CONCRETE WORK SHALL CONFORM TO IKE PROVISIONS GIVEN IN WSDOT/APWA STANDARD SPECIFICATIONS SECTION 6-02. 19. em eI T PA HIN • - ALL ASPHALT PATCHING SHALL BE IN CONFORMANCE WITH CITY OF TUKWILA STANDARD PLAN NO. RS-01 DRAINAGE NOTES: 1. STORM uN SVSTFYM - THE STORM DRAINAGE SYSTEM SMALL BE CONSTRUCTED ACCORDING M THE APPROVED PLANS AND SHALL CONFORM WITH DIVISION 7 OF THE wSDCT/APWA STANDARD SPECFlGDONS, EXCEPT WHERE MODIFIED R SUPERSEDED BY THE LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. CATCH BASINS - CATCH BASINS SHALL BE WSDOT/APWA TYPE 1 OR TYPE 2 AS INDICATED ON THE PLANS, AND SHALL BE INSTALLED IN ACCORDANCE WITH DIVISION 7-0 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TYPE 1 CATCH BASINS SHALL CONFORM M THE CITY OF TUKWILA STANDARD DETAIL OS-01. 48% 54', AND 60- TYPE 2 CATCH BASINS SHALL CONFORM TO THE CITY OF TUKWILA STANDARD DETAIL OS-02.. ALL CATCH BASIN GRATES AND FRAMES SHALL BE LOOKING TYPE PER CITY OF TUKWILA STANDARD DETAIL OS-06. . 3. CI FAN -OUTS - GLEAN -OUTS SHALL BE PROVIDED IN BUILDING DRAINS AT ENDS, SENDS (45 DEGREES MAXIMUM, PER BEND) AND AT 100 FEET MAXIMUM INTERVALS. CLEAN -OUTS IN PAVED AREAS SHALL BE PER WSBOT/APWA STANDARD PLAN NO. B-18b. REFER TO THE DETAIL ON SHEET C&1 FOR CFAN-OUTS INSTALLED IN LANDSCAPED AREAS. 4. DO OS &- FOOTING DRAINS - DOWNSPOUTS SHALL BE TIGHT-UNED ID THE DOWNSPOUT COLLECTOR STORM DRAIN SHOWN ON THE PLANS. REFER M THE ARCHITECTURAL PLANS FOR DOWNSPOUT D ROOF DRAIN LOCATIONS. FOOTING DRAINS SHALL BE DESIGNED BY OTHERS. THE FOOTING DRAINAGE SYSTEM SHALL BE MAINTAINED AS A SEPARATE SYSTEM UNTIL AN INVERT ELEVATION AT LEAST V BELOW THE LOWEST FOOTING DRAIN INVERT ELEVATION HAS BEEN REACHED. THESE DRAINS SHALL BE TIGHT-UNED M THE DRAINAGE SYSTEM THROUGH APPROVED DRAINAGE STRUCTURES AND SHALL NOT BE TIED INTO THE DOWNSPOUT COLLECTORS. CIEANOUTS SHALL BE INSTALLED ON THE FOOTING DRAINS AT THE UPSTREAM ENO, AT 50' INTERVALS, AND AT ALL CHANGES IN DIRECTION TOTALING 135 DEGREES OR MORE THE FOOTING DRAIN PIPE MATERIAL SHALL BE SMOOTH BORE PVC OR EQUAL, MANUFACTURED TO ASTM 0-2729 _ 2 OR HIGHER STANDARDS. I 3 5, MO ORAN PIPE - STORM DRAIN PIPE 12 INCHES IN DIAMETER OR LARGER SHALL BE ADS N-12 SMOOTH INTERIOR. CORRUGATED PoLYEDMENE STORM WATER PIPE AND SHALL COMPLY WITH Al THE REQUIREMENTS OF AASHM U-29 FITTINGS SHALL BE WATER -TIGHT AND SHALL BE AS RECOMMENDED BY THE MANUFACTUREIL 4.STORM DRAW % 8-ACHES IN DIAMETER OR SWIM SHALL BE ENTER WATER -TWA JOINTED, POLriINYL CHLDRIOE (PVC) CONFORMING TO ASTM 3034, SOR 35, OR ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM WATER PIPE SIOM DRAIN PIPESHALLHAVE A MINIMUM COVER OF 2-FEEr. SALMI DRAIN PIPE THAT IS LOCATED BELOW AN AREA WHICH WILL BE DRIVEN OVER, AND WHICH HAS LESS THAN TWO FEET OF COVER, SHALL BE CEMENT MORTAR LINED DUCTILE IRON PIPE CONFORMING TO ANSI A21S71 GLASS 50. PRMC6SAND W CORMANCE WRFC BSEC00 02 D 7-05 OOFTHE WSDOT/APWSDARD OMMENO. SPECIFIGAIRS. . 6. PIPE TRENCH & BEDDING - ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN CONFORMANCE WITW THE REQUIREMENTS OF WSDOT/APWA SPECIFICATION 7-08.3(1).. THIS SHALL INCLUDE NECESSARY LEVELING OF IRE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE L04M OF THE % WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE IF THE NATIVE MATERIAL W THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKFLL FOR GRAINS' THE FIRST LIFT OF % BEDDING ALLY BE OMITTED, PROVIDED THE MATERIAL W THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED M FORM A DENSE UNYMBLG BASE REFER M CITY OF TUKWILA STANDARD PLANS FOR ADDITIONAL REQUIREMENTS F WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR GREATER IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF SECTION 2-09.3(3)8. IT SHALL BE SHORED AND CMBSEO. THE CONTRACTTHE REQUIREMENTS OF THEALONE SHALL BE RESPONWASHIN N INDUBLE STRIAL WORKER SAFE Y AND HEALTH ACTT, CHAPTER 4499.1177 RSHALL MEET CW. 7, GRAVEL gACKFIcL FOR DRAINS - GRAVEL BACKFILL FOR DRAINS SHALL CONFORM M THE REQUIREMENTS OF SECTION 9-03.12(4) OF THE APWA/WSDOT STANDARD SPECIFICATIONS. BTRENCHBACKFILL - TRENCH BACKFILL FOR STORM DRAIN PIPE SHALL BE COMPACTED M 95 PERCENT MAXIMUM DENSITY W ACCORDANCE WITH SECTION 7-043(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. BAC01LL OF TRENCHES SHALL BE PER SECTION 9-03.12(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. 9. TRENCH SURFACE RESTORATION - THE GROUND SURFACES OF ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY OR ON OFF -SIZE PROPERTIES SHALL. BE RESTORED TO THEIR ORIGINAL CONDITION W CONFORMANCE. WITH THE REQUIREMENTS OF THE CITY OF TUKWILA. . 10. DOV VAULT _IMP PUMP FORCEMAIN PIPE - EACH DOCV VAULT SHALL HAVE A 2' FORCEMAIN PPE CONNECTION M THE NEAREST STORM DRAIN CATCH BASIN. THE PIPE MATERIAL SHALL BE SCHEDULE 80 PVC PIPE CONFORMING M ASTM 01785-05, WITH PVC SCHEDULE 80 FITTINGS CONFORMING M ASTM D2467-05. _A WATER TIGHT CAP SHALL BE INSTALLED ON THE ENO OF THE PIPE INSIDE THE VAULT TO PREVENT BACKFlAW FROM THE STORY/ DRAW SYSTEM INTO THE VAULT. 11. WET VAULTS - THE WET VAULTS SHALL BE OESHALLNED BY A STRUCTURAL ENGINEER AND SHALL BE SUBMITTED M THE CITY FOR ADDITIONAL PERMITS F REQUIRED. THE WET VAULTS SHALL BE DESIGNED BY THE STRUCTURAL ENGINEER M CONFORM TO THE SPECIFICATIONS SHOWN ON THE PUNS AND NOTED HUREN. THE VAULT SHALL BE WATER -TIGHT AND CAPABLE OF SUPPORTING THE ACTIVE AND PASSIVE EARTH PRESSURES AND H-20 WHEEL LOADS. BUOYANCY CALCULATIONS SHALL BE COMPLETED BY THE STRUCTURAL ENGINEER BASED ON THE FINAL VAULT DESIGNS AND THESE CALCULATIONS SHALL BE PROVIDED M THE PROJECT ENGINEER FOR REVIEW AND ADJUSTMENTS M THTHEOPEMMEIFR DRAIN ELEVATIONS ROF THE PERIMETER GRAIN MSOSHALL AND BE LOCER KING TYPE WITH THE WOANCY RESISTANCE TORDES. F 'DRAIN' CAST IN THER LADS. ALL PVC CONNECTIONS SHALL BE MADE BY GROUTING IN AN APPROVED MANHOLE ADAPTER INTO WHICH THE PVC PIPE IS INSERTED. THE VAULT SHALL BE CLEANED OF ALL SEDIMENT AND DEBRIS COLLECTED DURING THE CONSTRUCTION PHASE PRIOR TO FINAL ACCEPTANCE THE VAULT SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE OETALS SHOWN ON THE APPROVED DRAWINGS AND THE STRUCTURAL PLANS 12. FLAP VALVES - FLAP VALVES SHALL BE O THE CIRCULAR PORT DESIGN WITH OFFSET SINGLE PNORTED HINGE THEY SHALL BE OF THE IRON BOOM BRONZE MOUNTED TYPED FURNISHED WITH FIANGEO END. THE ASSEMBLY SHALL CONSIST OF THREE PARTS: FLAP GTE BODY AND HINGE PIN. THE FLAP GTE AND BODY SHAD. BE CAST IRON CONFORMING TO ASM SPECIFICATIONS A-126 CLASS B. THE SEATS AND HINGE PIN SHAD. BE BRONZE. THE FLAP GTE SEAT RING SHALL BE ROILED (KM A DOVE -TAILED GROOVE UNDER PRESSURE TO MAKE ONE INSEPARABLE UNIT. IKE BODY SEAT RIG SHALL BE THREADED AND SCREWED INTO PUCE IN THE BOGY. BOTH GATED BODY SEAT RING FACES SHALL BE MACHINED M A SMOOTH FINISH. THE VALVE SHALL BE CONSTRUCTED WITH A 10 DEGREE OFFSET FROM VERTICAL M ENSURE POSITIVE CLOSURE THE FLANGE SHALL BE DRILLED USING AN ANSI 125 POUND TEMPLATE. VALVES SHALL BE AS FURNISHED BY CLOW VALVE Q. 12) OR APPROVED EQUAL 13. STORMFl TER wo STRICTURES - THE STORMFILTER WO STRUCTURES SHALL BE INSTALLED IN CONFORMANCE TO THE MDFACTURER'S SPECIFICATIONS. THE SPECIFICATION SHEETS INCLUDED IN THE PROJECT DRAINAGE CONTROL REPORT. SHALL BE SUBMITTED M THE MANUFACTURER AND THE MANUFACTURER SHALL PROVIDE CUT SHEETS OF EACH STRUCTURE FOR THE PROJECT ENGINEER'S APPROVAL BEFORE MANUFACTURE OF EACH STRUCTURE. . 14. PERMErEP,.DBdNS - THE PERIMETER BRANS SHALL BE SHALL BE PERFORATE) PVC UNDEIMRAIN PIPE W CONFORMANCE WITH THE REQUIREMENTS OF AAiHTO M278 D SECTION 9-05.2(6) O THE WSDOT/APWA STANDARD SPECIFICATIONS. ALL PERFORATED PIPE SHALL BE INSTALLED WITH A MINIMUM OF 6-INCHES OF DRAIN ROCK SURROUNDING THE PPE AND 91ALL BE INSTALLED N CONFORMANCE WITH THE REQUIREMENTS O DIVISION 7-OB OF THE WSDOT/APWA STANDARD SPECFlGRONS, EXCEPT WHERE MODIFIED OR SUPERSEDED BY THE CITY STANDARDS. SEWER & WATER NOTES: I. STANDARD NOES AND DETAILS - REFER M THE HIGHUNE WATER DISTRICT STANDARD SPECIFIGTONS AND DIVISION 7 OF THE WSDOT/APWA STANDARD SYECIFlGTIONS FOR WATER AND SEWER SYSTEM REQUIREMENTS. 2 tin nY CROSSINGS/CLEARANCES - MINIMUM HORIZONTAL SEPARATION OF POTABLE WATER MAWS D OTHER PARALLEL UITUTIES SHALL BE FIVE (5) FEET. EXCEPT SEWER LINES SHALL BE TEN (10) FEET. MINIMUM VERTICAL SEPARATION OF POTABLE WATER MANS D OTHER UMRIES SHALL. BE ONE (1) FOOT, EXCEPT SEWER LANES SHALL BE ONE AND ONE FINE (1.5) FEET. ALL OTHER UTILITIES SHALL RAVE A MINMUM HORIZONTAL SEPARATION OF ONE (1) FOOT AND A MINIMUM PREFERRED VERTICAL SEPARATION OF ONE (1) FOOT. WHERE VERTICAL SEPARATION IS LESS THAN SIX (6) INCHES. A FOUR (4) INCH MINIMUM THICKNESS ROT -RESISTANT FOAM PAD SHALL BE. INSTALLED BETWEEN THE PIPES. ALL CLEARANCES ARE MEASURED FROM OUTSIDE EDGE TO OUTSIDE EDGE . 3. REYYER SERVI - ANAL COON - THE SEWER SEANCE CONNECTION SHALL CONFORM M DIVISION 7 OF THE WSDOT/APWA STANDARD SPECIFICATIONS EXCEPT AS MODIFIED BY THE HIGHUNE WATER DISTRICT STANDARD SPECIFICATIONS. 4. POLYVINYL CHLO ODE (aura SEWER PPE - PVC SEWER PIPE SHALL CONFORM M THE REQUIREMENTS OF ASTM 3034. SOR 35. OR APPROVED EQUAL FIFE AND FITTINGS SHALL BE FURNISHED WITH BELLS AND SPIGOTS WHICH ARE ORMING M ASTM 03212 SOLVENT CEMENT JOINTS SHALL N0GRAL WITH IKE PIPE WALL PIPE 1T BE USEDSHALL . NOMINAL LAYINGSE FLOUBLE LENGTSS SHAY. BEC GASKETS C20 FEET AND 13 FEET. SEWER PIPE SHALL BE LAID WITH BELL ENDS FACING IN THE DIRECTION OF THE LAYING. UNLESS OTHERWISE APPROVED BY THE CRY OF TUKWILA. . 5. ccWFR C F� pU15 - SEWER CLEM OUTS SHALL BE LOCATED AS SHOWN ON THE PLANS AND SHALL BE THE SAMIE OUMETER !S THE MPE ON WHICH TNEY ARE INSTALLED. CLEAN ONS SHALL CONFORM M SECTION 7-19 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. LEAN -OUTS IN PAVED AREAS SHALL BE PER WSDQf/APWA STANDARD PUN G. B-18b. REFER M THE DETAIL R SHEET C6.1 FOR LEAN -OUTS INSTALLED IN - LANDSCAPED AREAS. 6,.SDE Dg PIPE TRENCH & BACKFILL - SANITARY SEWER PIPE TRENCHING & BACKFILL SHALL CONFORM M SECTION 7-08 OF THE WSDOT/APWA STANDARD SPECIFICATIONS- 7. SPMTT•w SIDE SEWER PPE COVER - SIDE SEWER'S SHALL HAVE 2' MINIMUM COVER FROM FINISH GRADE UNLESS OTHERWISE APPROVED BY HNMWE WATER DISTRICT - EL SIDE SEWER SHUT OEF VALVE THE SIDE SEWER SHUT OFF VALVE SHALL BE AN AMERICAN AVK RESILIENT SEATED GATE VALVE 25/OX, MJxMJ, 250 PSI TESTED M AWWA C509 (NRS) OR APPROVED EQUAL 9. ?.5 INCH WATER METER &SERVICE CONNECTION - THE 1.5-INCH WATER META AND SERVICE CONNECTION OF THESHALLDUWSDOT/APWASLSTANODARDISPECIFICATIONS. AND HIGHUNEWATER DISTRICT STANDARD IPLAN 22QUON 7-IS 10. IRRIGATION ME?ERS - THE IRRIGATION METES SHALL BE SIZED OTHERS, BUT SHALL CONFORM M THE HIGHUNE WATER DISTRICT STANDARD SPECFICATWNS AND PLANS. 11. UQEE DOMESTG WATER FPE - DOMESTIC WATER SERVICE PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HOPE) EOM HIGH MOLECULAR WUDNT PLDXCO PE 3408 INDUSTRIAL PIPE R APPROVED EQUAL SIR 9, RATED SSTRENGTH NDTI GS SHALL BE MOLDED, AS RECOMMENDED STANDARD AS THE PIPE ON WHICH THEY ARE USED. THE JOOINTS SHALL BE FUSION UFACTURER AND SHALL WELDED IE THE N CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL PIPE SHALL BE IN CONFORMANCE WITH AWWA C906 AND SHALL BEAR THE SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE A 12 GAUGE' SOLID COPPER SINGLE STRAND CONTINUOUS LOCATING WIRE WITH PLASTIC INSULATION IS TO BE WOUND ON THE OUTSIDE OF ALL HDPE PIPE 4 5Il DUCTILE IRON WATER PIPE - ALL OLLE IRON WATER PIPE SHAH BE CLASS 52 DUCTILE IRON PIPE CONFORMING M ANSI STANDARD A 21.51 (APWA C-151) WITH POLYETHYLENE ENCASEMENT CONFORMING ID ANSI/APWA C105-72, AS REQUIRED BY THE DISTRICT. EACH LENGTH SHALL BE PLAINLY MARKED WITH MANUFACTURER'S IDENTIFICATION. YEAR CAST. CLASS OF PIPE AND WEIGHT. JOINTS SHALL BE RUBBER CASKET. MECHANICAL JOINT CONFORMING M ANSI/AWWA C111/A21.11. PIPE SHALL BE LAID WITH BELL ENDS FACING IN THE DIRECTION OF THE LAYING, UNLESS OTHERWISE APPROVED BY THE DISTRICT. WHERE IT IS NECESSARY TO DEFLECT PIPE FROM A STRAIGHT LANE THE AMOUNT OF IKE DEFLECTION SHALL NOT EXCEED THE PIPE MANUFACTURER'S RECOMMENDATIONS. 13. JOINT RESTRAINTS - ALL DUCTILE IRON PIPE JOINTS SHALL BE PROVIDED WITH JOINT RESTRAINTS. THRUST RESTRAINT AT THESE JOINTS SHALL BE ACCOMPLISHED WITH MECHANICALLY RESTRAINED JOINTS. ALL JOINT RESTRAINTS SHALL BE EBA1 IG'S MEG4UIG, OR APPROVED EQUAL, MECHANICAL JOINT OR HARNESS FOR PUSH -ON. PIPE OF THE TYPE MID SIZE DESIGNED FOR THE TYPE AND SIZE OF PIPE ALL JOINT RESTRAINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-30.2(6) OF THE WSDOT STANDARD SPECIFICATIONS. WHERE JOINT RESTRAINTS ARE USED W UEU OF CONCRETE THRUST BLOCKING THE NUMBER OF RESTRAINED JOINTS D LENGTH OF PIPE WITH RESTRAINED JOINTS ON EITHER SIDE OF THE FITTING BEING RESTRAINED SHALL CONFORM M THE RECOMMENDATIONS- OF THE JOINT RESTRAINT MANUFACTURER. 13. 11KTI F IRON WATER PIPE FITTINGS - ALL DUCTILE IRON WATER PIPE FITTINGS SHALL BE SHORT -BODIED, COMPACT DUCTILE IRON WOH A .MINIMUM RATING OF 250 PSI WORKING PRESSURE CONFORMING -TO ANSI/AWWA C153/A21.53, EXCEPT FLANGED FITTINGS SHALL CONFORM M ANSI/AWWA C110/A21.10. ALL FIRINGS SHALL BE CEMENT MORTAR LINED CONFORMING M ANSI STANDARDS A 21.10. A 21.11 AND A 2153. THE FITTINGS SHALL BE FURNISHED WITH FLANGED ENDS OR MECHANICAL JOINTS AS SHOWN. RESTRAINED JOINTS SHALL BE MADE UP WITH POSH -ON JOINT PIPE AND FITTINGS. THE PUSH -ON JOINT RESTRAINT DEVICE SHALL BE DUCTLE IRON WITH A 350 PSI WORKING PRESSURE AND SHALL BE U.S. PIPE TR FLEX, GRIFFIN PIPE PRODUCTS COMPANY SNAP-LOK, PACIFIC STATES LOCK JOINT IF PACIFIC STATES PIPE IS ALLOWED. OR MEGALUG. ALTERNATIVELY. PIPE JOINTS MAY BE RETRAINED USING SHACKLE RODS AND PIPE CLAMPS. ALL SHACKLE RODS AND ASSOCIATED MATERIALS SHALL BE COR-TEN OR CORROSION RESISTANT EQUAL PIPE CLAMPS SHALL BE 'STAR' OR APPROVED EQUAL SOLID SLEEVE PIPE COUPLINGS SHALL BE LONG PATTERN SLEEVES CONSTRUCTED OF DUCTILE IRON WITH A MINIMUM PRESSURE RATING OF 250 PSI WORKING PRESSURE FLEXIBLE TRANSITION COUPLINGS SHALL BE ROCKWELL INTERNATIONAL, OR APPROVED EQUAL 14. GATT AND CHECK VALVES - ALL GTE AND CHECK VALVES SHALL CONFORM M SECTION 7-12 OF THE APWA/V/SOOT STANDARD SPECIFICATIONS ALL GATE VALVES SHALL BE IRON -BODIED. RESIDENT SEATED, NONR6ING STEIN WITH FANGED END OR MEC14ANOL JOINT. COMPLYING WITH AWWA C509. RESIUENF SEATED VALVES SHALL BE US. PIPE METROSEAL, WATERCUS, AMERKIAN-DARLING. ITT KENNEDY. CLOW. M&H, MUELLER. OR AMERICAN FLOW CONTROL SERIES 2500. ALL VALVES SHALL BE EQUIPPED WITH CAST IRON VALVE BOXES 15. VALVE BOXES - VALVE BOXES SHALL BE CAST IRON VALVE BOX ASSEMBLIES AS SUPPLIED BY OLYMPIC FOUNDRY. OR EQUAL. AND SHALL CONFORM M HIGHUNE WATER DISTRICT STANDARD PLAN HWD-033. 16. POST INDICATOR VALVE (PALL - THE POST INDICATOR VANE SHALL BE A 6- VERTICAL. CLOW TYPE F-5760, DOUBLE DISC, DUCTILE IRON POST VALVE. OR EQUAL WITH LOCK TYPE INDICATOR POST. REFER M HIGHUNE WATER DISTRICT STANDARD PLAN HWD-017. 17. CTINr M U MITI BI DICKS - ALL VALVES AND FITTING INSTALLED IN TRENCHES SHALL BE PROVIDED WITH THRUST BLOCKING. ALL THRUST BLOCKING SHALL CONFORM M THE HIGHUNE WATER DISTRICT STANDARD SPECIFICATIONS AND HIGHUNE WATER DISTRICT STANDARD PUNS HWD-005 & HWD-006- THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED NATIVE EARTH. . 18. FIRE HYDRANTS - ALL FIRE HYDRANTS SHALL CONFORM M AWWA C502 AND SHALL BE OF STANDARD MANUFACTURE CONFORMING TO HIGHUNE WATER DISTINCT STANDARD PLAN 9. DISTRICT APPROVED HYDRANTS INCLUDE CLOW MEDALLION F-2545; M&H 929; & MUELLER CENTURION. REFER M SECTION 7-14 OF THE HIGHUNE WATER DISTRICT STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 19, FIRE DEPARTMENT CONNECTION (FDCI - THE FIRE DEPARTMENT CONNECTION SHALL BE EQUIPPED WITH A FOUR-WAY SQUARE CLAPPER BODY FITTING WITH A 6- NPT OUTLET & FOUR 2.5' FEMALE NST INLETS WITH 25' MALE NST CAPS WITH CHAINS, OR EQUAL MOUNTED 30 TO 36 INCHES MOVE THE. GROUND LINE ON A 6' DIAMETER DUCTILE IRON RISER PPE THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED NOT MORE -THAN 50 FEET FROM A FIRE HYDRANT. 20: YKIrnE DETECTOR CHECK VALVE ASSEMBLY (OOCVI -THE DONS SNAIL CONFORM TO HIGHUNE WATER DISTRICT SUNOWD PLANS 16 OR 17 WHERE APPLICABLE. THE DDCV FOR THE FIRE SYSTEM SHALL BE A 6-I1CH DIAMETER. FEBCO MODEL 856 DDCV, OR EQUAL THE ODCVS SHALL BE APPROVED FOR USE AS CROSS -CONNECTION CONTROL DEVICES BY THE WASHINGTON STATE DEPARTMENT OF SOCIAL AND HEATH SERVICES, HEALTH SEANCES DIVISION, WATER SUPPLY AND WASTE SECTION. THE ODCVS SHALL BE SUPPORTED BY A MINIMUM OF IWO SUPPORT BLOCKS M PREVENT FLOE DAMAGE PIPE SUPPORTS SHALL BE ADJUSTABLE SADDLE SUPPORTS WITH CAST IRON SADDLE LOCKNUT NIPPLE AND CAST IRON REDUCER 21. DOUBLE E CHECK VALVE ASSEMBLY (DCVAI - THE DCVKS SHALL BE 2' WATTS SERIS 007 DOUBLE CHECK VALVE ASSEMBLIES CONFORMING TO THE REQUIREMENTS OF ASSE STD. 1015 AND AWWA STD. C510. THE DCVKS SHALL BE APPROVED FOR USE AS CROSS -CONNECTION CONTROL DEVICES BY THE WASHINGTON STATE DEPARTMENT OF SOCIAL AND HEALTH SERVICES, HEALTH SERVICES OMSION. WATER SUPPLY AND WASTE SECTION. CYA' THE DS SHALL BE INSTALLED IN EITHER A METER BOX OR VAULT (SEE PLANS). 23. ODOV VALVE VAULTS - THE 6' OO,V VALVE VAULT SHALL ESE A UTILITY VAULT COMPANY' MODEL NO. 687-LA CONCRETE VAULT R APPROVED EQUAL AND SHALL CONFORM M HW44UNE WATER DISTRICT STANDARD PLAN 17. THE 2-1/2- DDCV VALVE VAULT AND THE IRRIGATION SYSTEM VALVE VAULT SHALL BE UTILITY VAULT COMPANY MODEL 577-U CONCRETE VAULTS (I.O. 6'-6-L X 4'-2-W X 6'-0'0). DR APPROVED EQUAL D SMALL CONFORM M HIGHUNE WATER DISTRICT STANDARD PLAN 16. ALL VAULTS SHALL BE SUFFICIENT SIZE SO AS M ALLOW FREE ACCESS FOR INSPECTION AND MAINTENANCE THE VAULTS SHALL BE FURNISHED WITH AN ACCESS LADDER PER THE VAULT MANUFACTURER'S RECOMMENDATIONS. THE DDCV ASSEMBLIES SHALL BE INSTALLED WITH A MINIMUM 12-NCH CLEARANCE BETWEEN THE DEVICE AND THE VAULT FLOOR,. 18-INCH MINIMUM CLEARANCE BETWEEN THE DEVICE AND THE VAULT WALLS, AND 6-INCH MINIMUM CLEARANCE BETWEEN THE VAULT UO AND VALVE IN VALVES FULLY OPEN POSITION. A SUMP PUMP AND A 2-INCH FORCE MAN PIPE SHALL BE INSTALLED N EACH VAULT. A ONE-WAY CHECK VALVE SHALL BE INSTALLED ON THE 2-INCH DRAIN PIPE M PREVENT STORM WATER. FROM BACKING UP INTO THE VAULT DURING SIGNIFICANT RAINFALL EVENTS. REFER ID THE DRAINAGE NOTES. THIS SHEET. 24. PRESSURE REDUCING VALVE MPRV1 - A PRESSURE REDUCING VALVE SHALL BE INSTALLED ON THE IRRIGATION SEANCE CONNECTION. THE PRESSURE REDUCING VALVE SHALL BE A 2' WATTS SERIES 25MIB-Z3 HP PRV AND SHALL BE INSTALLED WITHIN A UTILITY VAULT COMPANY MODEL NO. 644-LA CONCRETE VAULT, OR APPROVED EQUAL. ALL PRVS SHALL CONFORM TO THE REQUIREMENTS OF HIGHUNE WATER DISTRICT STANDARDS. 25. WATER PIPE COVER - ALL WATERMAINS TEN (10) INCHES AND SMALLER SHALL RAVE A MINIMUM COVER OF FORTY TWO (42) INCHESANDA MAXIMUM COVER OF SIXTY (60) INCHES BELOW FINISH GRADE ALL WATERMAINS TWELVE (12) INCHES AND LARGER SHALL HAVE A MINIMUM COVER OF FORTY EIGHT (49) INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR. WATER MANS SHAY. BE LOWERED M CLEAR. A MINIMUM ONE (1) FOOT VERTICAL SEPARATION 'SMALL BE MAINTAINED BETWEEN AL UTILITIES. 26. RPE TRENCH & BEDDING - ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION N CONFORMANCE WITH THE REQUIREMENTS OF SECTION 7-08 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVEIG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL M UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKRU. FOR PIPE BEDDING' THE FIRST LIFT OF PPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE TRENCHING & BACKFILL FOR SEWER PIPES SHALL CONFORM M CITY OF TUKWILA STANDARD PLAN OS-14B, AND FOR WATER PIPES SHALL CONFORM M CITY OF TUKWILA STANDARD PLAN WS-1&. IF WORKERS ENTER ANY TRENCH R OTHER EXCAVATION FOUR FEET OR GREATER IN DEPTH THAT DOES NOT MEET THE OPEN PR REQUIREMENTS OF SECTION 2-M.3(3)8, R SHALL BE SHORED AND CRIBBED. THE CONDUCTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REOUIREIEMS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 27. PIPE IRMO SACKFILL - TRENCH SAWMILL FOR PIPES SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY PER ASTM 0-698. AND SHALL BE N ACCORDANCE WITH SECTION 7-08.3(3) OF THE WSDOT/APWA STANDARD SPECIFICATIONS TRENCHING & BACKFILL FOR SEWER PIPES SHALL CONFORM.M CRY OF TUKWILA STANDARD PLAN OS-148. AND FOR WATER PIPES SHALL CONFORM M CRY OF TUKWILA STANDARD PLAN WS-18. 28. SEWER TESTING &FLUSHING - TESTING & FLUSHING SHALL CONFORM M THE REQUIREMENTS OF SECTION 7-17.3(4) OF THE YISWT/MWA STANDARD SPECIFICATIONS AND THE CITY OF TUKWILA STANDARDS. 29. WATER TESTING&DISINFECTING THE CONTRACTOR SHALL PROVIDE PLUGS AND TEMPORARY BLOW OFF ASSEMBUES FOR PRESSURE TESTING AND DISINFECTION. TESTING AND DISINFECTION SHALL BE CONDUCTED N ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS AND THE HIGHUNE WATER DISTRICT STANDARDS. 30. INSTALLATION PROCEDURES - INSTAL ALL PIPING. FIXTURES. EQUIPMENT, AND ACCESSORIES IN STRICT ACCORDANCE WITH THE PLUMBING LAWS. RULES. D REGULATIONS OF THE STATE OR CITY, WHICH EVER REPRESENTS THE HIGHER STANDARD. ALL WORK SHALL BE APPROVED BY THE STATE AND CRY PLUMBING INSPECTORS. . 31. BESTDBA➢ON - AL EXISTING IMPROVEMENTS REMOVED OR DISTURBED N THE COU Dw BE RESTORED TO THEIR ORIGINAL CONDITION All".-, IG6y_l 5 ol PLIV-01S q m m n 0 0 aU U N a:N - U Z h P AL J Z x W - I ¢ x - Z 3 v iH } O ; a � . J-2. == 22 ® 1= i wmm m;� 1. H P4 5 Y W mdm 1--I - 0 3 04 a 3 3 .-I 4M u > 1 W�l� 4 Iss,11 : �< a , ty ��hhj w L .1. I in 4 u G yy N N O a 1 1I I I4 U) Lu e O .' CV 2. o Wco �_ {ULI G Ua " Q I U (V u' LL U cn - r LLI C - O U) N as 0 qZf M > Z (%) 70 -C -1 a) m Fm Q - Z - Dnxct xxlme 321-33 - _w 3 . a� 7--mom)II-9�oC1.1 6 CONSTRUCTION SET e 1 3 4 T� CITY OF TUKWILA & HIGHLINE STANDARD NOTES & SPECIFICATIONS GENERAL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A -PRE -CONSTRUCTION MEETING. 2. NOTIFYTHEUTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING D PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (i WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMITS) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE 6. ALL WORK SHALL CONFORM TO THESE 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 GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR, B. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL 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 A WASHINGTON LICENSED "LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVO 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE y"PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE C COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS.DAMAGED OR REMOVED .DUE TO CONSTRUCTION. " GRADING 8 EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. B FOR B .INNIN ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE AND GROUND 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. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR 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 ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL B a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. ' UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. WORK IN RIGHT-OF-WAY: I. WHEN. ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMTTTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY 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 HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. A 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR 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 DIRECTOR'S PREAPPROVAL A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CRY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER, AND NOISE POLLUTION. WORK IN RIGHT-OF-WAY (CONT): 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED, 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE 11. ALL STOCKPILED MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. PAVEMENT RESTORATION: 1. COMPACT ALL BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING LIACKFILUNG OR WHEN CONCRETE IS CURED. a. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT - I. ON PRINCIPAL ARTERW. MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. ii. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. b. FOR WORK PREVENTED DUE TO WEATHER: I. PROVIDE A TEMPORARY PATCH. Ti. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES. AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE' AND EITHER 'DRAINS TO STREAMS', DRAINS TO WERANDS-, OR 'DRAINS TO GROUNDWATER% AS APPLICABLE 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVFlEDF END SECTIONS THAT MATCH THE SIDE SLOPE 4. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITY INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5-FOOT 2'X4' STAKE. BURIED 4-FEET AND LABELED 'STORM' OR 'DRAIN.' - 5. N/A SANITARY SEWER NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CRY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. - 2. THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY UNE, WITH A 4 FOOT PRESSURE TREATED 2X4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE THE EXPOSED 1-FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. 3. INSTALL SANITARY SEWER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHESBELOWTHE BOTTOM OF A WATER LINE WATER SUPPLY NOTES: 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LINES, AND METERS. THE HIGHLINE WATER DISTRICT WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW. CLEANED, OR REPAIRED. WATER MAINS. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS, TEES, AND OTHER DIRECTION CHANGES. 5. ALL WATER MAINS SHALL HAVE A BLOW. -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT IN MAIN. _ 6. INSTALL FIRE HYDRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT THE LOWEST OUTLET IS AT 18 INCHES ABOVE FINISHED GRADE THE ASSEMBLY SHALL HAVE A CLEAR ZONE AROUND HYDRANT OF AT LEAST 36 INCHES AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 7. THE INSTALLER OF A FIRE LINE BACKF'LOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND SHALL HAVE A LEVEL III CERTIFICATE OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE - OF COMPETENCY. IF THE INSTALLER IS DIFFERENT FROM THE RACKFLOW PREVENTION DESIGNER, THE INSTALLER MUST STAMP, SIGN, AND DATE THE PLANS. IN ADDITION TO THE DESIGNER'S STAMP, SIGNATURE, AND DATE 8. INSTALL WATER MAINS CROSSING SEWER LINES SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. LOCATE 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 ONES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE TOP OF A SEWER. HIGHLINE WATER DISTRICT NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL NOTIFY. DISTRICT A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS 3. DEVELOPER'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR DISTRICT INSPECTION A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HIGHLINE WATER DISTRICT SPECIFICATIONS. 6. CONTRACTOR TO FURNISH ALL MATERIALS. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52. NO EQUAL B. ALL GATE VALVES SHALL BE MUR I OR EQUIVALENT. 9. HYDRANTS SHALL BE AS SPECIFIED. 1O.CUT-INS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHUNE WATER DISTRICT OR PREFORMED BY THE DISTRICT. 11.ALL LIVE TAPS SHALL. BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHUNE WATER DISTRICT. 12.ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY OF THE DEVELOPER / CONTRACTOR. 13.ALL COUPLINGS SHALL BE ROMAC 501. OR EQUIVALENT. 14.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 15.ALL MAINLINE PIPE SHALL HAVE A 42' MINIMUM COVER AND 60' MAXIMUM COVER UNLESS OTHERWISE SHOWN ON PLANS. 16.OEVELOPER SHALL PAY FOR ALL STATE, CITY AND COUNTY INSPECTION AND PERMIT FEES.. - 17.000RDINATE METER LOCATIONS WITH HIGHLINE WATER DISTRICT AUTHORIZED REPRESENTATIVE 18.FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF BUILDING CONSTRUCTION. 19.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NO CHANGES ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE DISTRICT. 20.SUBGRADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING WATER SYSTEM FACILITIES. 21PARTS MUST BE ON -SITE AND INSPECTED BY HIGHUNE WATER DISTRICT PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 22REFER TO HIGHUNE WATER DISTRICT DESIGN AND DEVELOPMENT STANDARDS FOR ALL REMAINING NOTES AND DETAILS. 23.WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HIGHLINE WATER DISTRICT FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 24.COMPACTION TESTING IS REQUIRED FOR ALL OPEN CUTS AND / OR CROSSINGS WITHIN PAVED OR TRAVELED AREAS OF PUBLIC RIGHT-OF-WAYS. - 25.THE APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CUSTOMER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES AND, TO INSTALL ADDITIONAL BACKFUDW ASSEMBLIES RESULTING FROM THE DISTRICT`S FINAL SURVEY OF THE FACILITIES OR AT A FUTURE DATE SHOULD THE CUSTOMER HAVE A CHANGE IN USE OF THEIR WATER SYSTEM. 26.SEPARATION SHALL BE 10' HORIZONTAL FOR SANITARY SEWER, 5' HORIZONTAL FOR ALL OTHER UTILITIES. 18' VERTICAL CLEARANCE FOR SANITARY, 6' CLEARANCE FOR ALL OTHERS 5 PRIOR TO STARTING CONSTRUCTION, CONTACT: ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. etit o0or U) O W> Z O - W w Q Y l U LL j� U cn ; > w o == E U) a Q co c300 cNa6 D. (D7 - o U)V9coUZ so R6 niaiocr Mime z 321-33 ,q, f �'°BtBt61 N..wax MurEx 3 aww wusx $ANAL C1.2 s emsmDmim.q T 1 2 3 4 cl 0 NORTH IS' LS' 0' 30' 60' SCALE: 11 = 30' GREEN RIVER p _ _ -14-= GREEN RIVER _ `----- === 24 \ 1!7C 0 EX 20 ` \� �`� - = _� 20 /�i G -- _- 22 _ -24 _- ._ - lJ \ ` \\��` 2 efe UNc�(�-�L,1, -� 28- •-��_ �• = =- = - -34-1 .- EtEv 29.42�NAVD 88 J ..-••s..._ _ _ _ -•__ . - _ � •P FEX CFOOTLEVEE WALL . -00 30 W - - - - - .� q, kJ( LEVEE WAIL, TYP - -- = j(- NG: TYP 1 �'OJZI� ��.\ lJ � � __ � � ElEY--=-2fi:00-N61�Z3_ - _- ------------------- -� 20 0 ' `?. W\\\\,--- -... '3HOREL7NES�TRACK-- 34--- - ----8"--- _�__ WG _i ��-CONSIRIRT OWN WIR, TYP 34- LINE.._--+..'L�225.34�._Rc3500:0���--��_��__--Y ���----- _f _-12. G=S41'20• s �NStRUCI_WN---_--------------- lLt7C- \� \EX 26.98 RB29.75 4`_ - - 1 ■ \ ` DEMO ♦ \_ EL 29.56 - - '- / . �SAWCUT`UNE, 1Y� - -�_�' •� Fc EX CURB PROX / - IMA - � - TE - DEMO IX � FH - 1 _ . • TO BE RELOCATED \ V�F` �EMO ✓ IX BOLLARDS IX 'I CB DEMO .��../ \-EOxEMO NCRETE PAD (4 TOTAL) DEMO RIM 25.89 IE=22.09 ♦♦ -- DIRECT RUNOFF INTO .SEDIMENT TRAP 11NF- TVP `♦' / DNNAO RN 2644 .� - �IX iiETNNING WALL V P _ P TEX AS TO BE REMOVEDD7 - 1` IX RAILROAD DEMO PORTIONS ♦;. �\. \ 1� NSITE ONLY ;a° ♦ EX CURB- `♦. DEMO - IX ASPHALT \ ./ - - -- - -� 1 ♦ 1r0 BE REMOVED EX ASPHALT - TEMPoRARY SEDIMENT TRAP / DIRECT RUNOFF INTO I \ \%/ TO BE REMOL _ SA=1,201 SF O WS ELI SEDIMENT TRAP PER KCS IX =1,167 SO FT \ ( �CONTOUR. h `♦ - \ / - .� . - - - - PER KCSwDM D.3S.1 EX BIDG \ y PLACE SANDBAGS W \. ! TEMPORARY SElM11ENT FRONF OF WALL AT SA-1,274- 3F 0_n -EL' IX COHTCUR TYP - \�j BEGINNINC,OF DEMO/ REOT) SA=1,271 SO FT \ _ 1 CONST TO DIRECT ! PER KCSWDM D.3.5.1 CIION ENTRANCE - . r - - -- - -- 7EIA�O�tNtY SEDIMENL NArcH ... AIL SHT C2.T) 1 8' ♦ RUNOFF TO SED i tf\AP - - - - - - \ EL 27.6t MATCH IX 28.7t / ".� TRAP OURET DEVIC EX'27:4 _ \ RIM-24.75 \ r . - . IE-20.92 27.6f - ♦ MATCH 37.0' MATCH E"RAE� TYr TEMPO INTERCEPTOR EL=26.81 SEE DETAIL SHT C21 _I IX TREES .� �♦ - Er\27.13 25.5t �� _ SWAIE,' S-O.ODS R/ft ( ) TO" MATCH 1� 50 IX 27.3t � ♦ BOTTOM . MAX WS=24.50 � ---�r-.._ 1----4-�-_'� _ _ =ter=-'.�--..-�-�. _ � 1 `♦ _ TEMPORMY SWWENT - .. 15 MATCH IX 1 EL=21.0 , 16.0 / ? GRADE, X CB PROTECTION, TYP. \ �♦ - - - \ F^"I TRAP OUTLET / - EX. CONTOUR. 7YP (SEE DETAIL THIS SHT) RIM-24.75 / EX CB EX CB . ♦ 0 3H V 8.0 BOTTOM- \ � fc IE=20.23 � / �- \ Ea RIlA 24 91 _ I EX RIM-25.28 EL-21.00 B 1 1 1V - -(SET-DETAL SHT C2.1) / ` \ NEW RUA-2852 IE=22.63 (14-W) I - 30LF-12' SD, CB - jo \ `♦ l� - > " MATCH EX 26.4t CS PROTEC110N. TV. 1Ea�3.26�'W) / -1 _ 5-0.04 fVft IX ASPHALT ,. r ',`./ .`q (SEE DETAIL ON SHT C6.1)� - _ .. IE-22.50. (tzT-� . EX ASPHALT TO BE REMOVED �' 4 r-+ MATCH / SITIZ 5UR6 \ - s0 , IX 26.4t auLF_ / DEMO MATCH Iota+\ \ .02 ft/SD.. fl1 30. _ n"oc @lam IX 26.2t IX 25.9t � EX Cl�10, RIM 25.18 1,�1 r(_ EX � ���rb�i.�� IE=21.78 (6' YQ OU NT 11'P `RID=27T� EX TFR FANRK` FENCE, 'o"". -DEMO -� IE-2O.93 (12' N) ,� EX C8 IX IE=18.01 (12'or15' W) TO BE REMOVED CTS�NL�DNg0�.d4.13.1�1 n RIM 26.12 IX CBgpNDEMTYP 0 t CURB FOR IE=».fit (48' N) - - - 81MALL^'• MVE A)- IE-16.54 (30' N.S) RIM 2505 - NEW AY ENTRANCE IE=17.61 (30- S) (ANQOV P-�IV IE=16.54 (2 W) IE=18 4 (12' W) � C88/, II-JF4"- ss ss DEM0..2F.Tf CURB-Mi s 1 IE., S. (12' E) EX ASPHALT IX TYPE 11 SDMH NEW DRIVEWAY ENTRANCE TO BE R�- RIM-27.07 RIM=26.60 IE-19.63 (12'SE) SAWCUT UNE, TYP SEGALE DRIVE "A" (ANDOVER PARK W) I =t I _EX CW J _ IE .. '•T -�- :.:.. .. }'.' w w w w w w w- w- LEGEND PIPE TO BE REMOVED uC PVMT TO EXISTING TREES BE REMOVED TO REMAIN CONC PVMT TO � EXISTING TREES BE REMOVED ✓ TO BE REMOVED ® BLDG FOOTPRINT AREA SAWCUi LINE -x- FILTER FABRIC FENCE ® CONSTRUCTION ENTRANCE CONSTRUCTION LIMITS �♦ CATCH BASIN �.: PROTECTION i 1 I `--IX ASPHALT SAVE AND PROTECT 17 RIM 25.02 IE=22.42 (14' W) ^ f CB -PR TM110K [j THIS SHT) - `IXp,�CV�� -D OSLREET LIGHT. TYP - - -_ SS ram, rh Y� -W W w_ PRIOR TO STARTING CONSTRUCTION, CONTACT: ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. 5 Q 00 � Y n 0 n v�i o = V � o� �a In � 0 U K n � z Zm�LL J u � C6 0 3 a Z I"Na w P,W= P- 3 a } �H I"lo 3uLL f 4 5 Y8 rhw m3 w r yl u O_ >> 5 O O p a N O w Z W W=2Q W M g3�d O cc °a 2 00 m3 a O O� m Z �O a��ap W� cc <6CIO �Z (nr°I'm WO 321-33 uasax ruued: 3 awnxe wwme C2.0 CONSTRUCTION SET USFILTER STAPLES OR IRINGS MATERIALWIDE ROLLS. TO ATTACH FABRIC TO WIRE. 2"x2"x14 GAUGE WIRE FABRIC OR EQUAL URY BOTTOM OF FILTER IATERIAL IN 8"xi2' TRENCH _6' MAX WOOD POSTS OR FENCE POSTS ILA 2'x2'x14 GAUGE WIRE FABRIC OR EQUAL FILTER FABRIC MATERIAL m N PROVIDE 3/4' — 1.5' WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC AT THE SURFACE 8'MIN 2'x4' WOOD POSTS OR STEEL FENCE POSTS FILTER FABRIC FENCE NOT TO SCALE - - - 4' TO 8' QUARRY SPALLS, 12' MIN THICKNESS. TYP MAINTENANCE NOTES: 0 0o (SEE NOTE) 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. °o eo°o 2. IF CONCENTRATED- FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND ° co e000 oOo 0 o ° CONVEYED TO A CATCH BASIN WITH A CATCH BASIN ° 5O. ° ° z PROTECTION INSERT. LENGTH- MAY BE MODIFIED AS SITE CONDITIONS WARRANT > 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF i SUBJECT TO APPROVAL BY THE CITY o THE FENCE FOR SIGNS OF THE FENCE CLOGGING o 0 0 AND ACTING AS A BARRIER TO FLOW AND THEN FLOWS PARALLEL TO Z`i ° p.O.. CAUSING CHANNELIZATION OF THE FENCE IF THIS OCCURS, REPLACE THE FENCE oo.°o oe oeo AND/OR REMOVE THE TRAPPED SEDIMENT. o, o 4. REMOVE THE SEDIMENT WHEN IT REACHES 6" HIGH. °ooc o° 5. REPLACE ALL FILTER FABRIC WHICH HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. CONSTRUCTION ENTRANCE NOT TO SCALE .48' DIAMETER CMP STANDPIPE MATCH IX GRADE TOP OPEN. BOTTOM CLOSED EL=26.4t'.(N. SED. TRAP) 12" RISER PIPE AND ENCASED IN CONCRETE EL=26.0t' (S. SED. TRAP) - TOP 0.=24.75 0.25' - , MAX WS=24.50 AX MWS=24.50 '...... ....... . . 2H•t� 1-1/2" WASHED ROCK e ° , GRAVEL CONE ................ 12" SD OUTLET PIPE ° ° e ° INV=20.92' S. SED TRAP F— INV=20.23 N. SED TRAP WATER TIGHT -SEAL 6• 1" DUI. TYP., 40 HOLES MIN O 10" O.C. MIN PERFORATIONS SHALL BE LOCATED WITHIN E 18 MIN THE UMTTS OF THE GRAVEL CON 12'X12'X12' PVC TEE RUBBER GASKET JOINTS I• Dip TYP„ 40 HOLES MIN 6 10" O.C. (REMOVABLE) PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE - COMPACTED GRAVEL BASE 6' CONCRETE BASE TEMPORARY SEDIMENT TRAP OUTLET DEVICE SCALE: 1"=2' OVERLAP SANDBAGS TO FILL VOID SPACE 10" SANDBAG. TIP N SANDBAG DETAIL (PLAN VIEW) SCALE 1' - 2' SANDBAG. TYP ;1 OVERLAP SANDBAGS ~ TO FILL VOID SPACE MAINTENANCE NOTES: 1. MONITOR AND ADJUST SANDBAG WALL TO PREVENT SEDIMENT LADEN RUNOFF FROM PASSING THROUGH VOID SPACES. PLACE SANDBAG DIRECTLY 2. REMOVE SEDIMENT BEFORE IT BECOMES ON PAVEMENT HIGHER THAN THE WALL SANDBAG DETAIL A AS NECESSARY SANDBSEDIMENT ADDITIOPREVENT 3. TO TO PREVENT SEDIMENT LADEN SURFACE (ELEVATION VIEW) RUNOFF FROM OVERTOPPING THE WALL SCALE: 1' _, 2' 5 GRATE SiltsacO CATCH BASIN SILT FILTERING SYSTEM, OR APPROVED EQUAL CATCH BASN CATCH BASIN PROTECTION INSERT NOT TO SCALE NOTE THE Siltsace SEDIMENT CONTROL DEVICE IS MANUFACTURED BY: ACF ENVIRONMENTAL. INC. 2831 CARDWELL DRIVE RICHMOND, VA 23234 PHONE: 800-448-3636 0.=21.00' PRIOR TO STARTING CONSTRUCTION, ,04 DLBCt CONTACT: ONE —CALL (1-800-424-5555) FOR UTILITY LOCATIONS. 5 I 6 ur o U D .�l Z 4_ H Lit z A A J � w � — � �m Zoo N 0 Ymx_ J=ro m C � W H � W g - P,z z U 3C 3 LL Wr ?gg§ F'lI J °J -�.t hlll a g Q lJ w W= im ® w u O >> O ut o o_ DI vi �o N Lu N O a �- V Y o� Z a L C13 0- , ^ N C y 0 rn m 0 LL `m co Z C m¢3U Tnm ED LLL m f w0xcr xuumc 321-33 9 xe s°n "w°o 3 owwc •x+w° C2.1 CONSTRUCTION SET a GREEN RIVER 5 I 6 NORTH IS' 45' 0' 30' 60, SCALE: 1' = 30' LEGEND: ASPHALT CONCRETE PAVEMENT D CEMENT CONCRETE PAVEMENT Ji 9%, i ESTIMATED EDGE 0;/-OF IX PVMT. TYP •.--•..--••• �... 000 cfa LIN . - IX LEVEE WALL (il.EV 29.4 VD 88 ...---••• �E WALL. 7'YP FOOTING, TYP \ ELEV 26.00 NG/D 29 ..-�...� 20 --- S 22-03 �5. \... W ..�-- ... �-... �• 40' SHORELINE SETBACK _ - .28'LINE L-225.34' R-3?S'Q�� - mil` \ •\. 4J .�' ... _^ 9�r_-r LS LS M6 IL= - -c.�.=..i LS 1 ---- LS w 1, 4, W 125.34' m I .. _ N 7-44'56' E 231.38' - N • 75 0' h 73. LS " 'r ,P •s. 33.0'b - 90.0' (9.0'. TYP) No. � ?�0 I S• � iLS DUMPSTER PAD S 04_E LS 12' 1 39't . 40.0' LS LS CW •O\o+��e. 'RZ. ��._.-- - ---- ---- --1Q LS �---'Q-----g.._-__-----Q-ls,• FW C: OI •O !fl O / LSLS 17.0' �7. BUILDING 101 I mla 1s.o' 19.0' o 0 19.o s.o lit LS CANOPY EDGE 13' e • X , CANOPY COLUMN, TYPO go LS I c I, I m •a. o = ., 24 0' 17.0 N CW .. LS 110 •O. G ', j 280.0' 11 • • n 2 .0' .'.• 19.0' 19.0' 2 0' Ls �.+ - Ls BUILDING OUTLINE, TYP BLDG COLUMN, TYP ROOF OUTLINE, TYP T 17.0' I 19.0 19.0 c LS 6' =---- J-- --4-J trn c t o m TYP. \ 3ILA �-0 q o -r _ S Ls d 66T \ 3w� ��++rt:. .:CW.• .I _.'�• • 6' e.•:- `° I,o I� `•' 17.0' . CW 'o. o, v'• lS 'o�• � I m\�?. b b Lis - �Ls b b b b b is I LS .o ,� 54.0' 9.0' T1P - o° 0y 21.0 R 54.0' (9.0 TYP) g' 36.0 (9' TYP) B' 8' B' S2.0 21.0' 34.0' .5 ( ) 18.0, P • S• o 3569L T4456 W 125.0090.0 (9.0' EX CW' 54.0' (9.0' TYP) 0 63. t 27.0' -54.0' 9.0' TYP 72.0' 9.0' TYP 80.5' (9,) 6 0' ' ( ) ( ) R `EX ASPHALT a,�\` ,4 ^ $I ,p n o; • LS of - Ls n L ^ LS �n - ^ Q LS �' o 1 .:. - - -- __- t S A7 b - r610oZ7 CW_ ❑ W �. .. I O 3 ^ /. ,' ^ 1 • - \ EX STREET m EX FH NEW STREET TREE,. TYP VEX U TYP m . LIGHT, TYP-� ut (SEE LANDSCAPE PLAN) RELOCATE IX SIGN PS z SEGALE DRIVE "A" REQUIRED BY CITY, TYP _ (ANDOVER PARK W) `IX ASPHALT\ Icl) I 1� IX TREES m ID I� . � C I� 1 1 I 1 I I •` 2 I 3 `EX ASPHALT` LS CW. -_ �••� ---__ MATCH IX 1---EX STRE SIDEWALK. TYP UGHT_T `EX ASPHALT` ? tssae 5 I 6 mar n c z W3C h C U Cep O ¢ E8 E U NS U ¢ m n i 0 No.2 "mom Jao W � - N a�zN ® � i H � a ��1Q3 5 �3a Y•46 u ;ALL u a r a Wd say': � yI w b O O 0 o a a ' W Lu a o� w .o L n_ cn_ m d C r Z a CD > Z o Q - ca a d -j W acJ� f- cA ^ I- m in wwccr'.Nsx 321-33 �.eoc 8 C3.0 CONSTRUCTION SET Cm i IN \� \ OFr-P�dT. TY `\ i GREEN RIVER '--EX ASPHALT- 1 3 1 6' CRUSHED SURFACING 2.5' HOT MIXED ASPHALT, 1/2' CLASS BASE COURSE yn11 N }} NORTH IS' 45' Q' 0• 30, 60' CALE• I. - 30' � o y �� yC4;sv 4 �; LEGEND: S s !RYA "'`• s '�' X. X7. FINISH GRADE SLOPE ASPHALT CONCRETE W i a PAVEMENT - O rcW 12' MINIMUM COMPACTED 12' PR RUN SAND f-XX.XX FINISH GRADE POINT TO AT LEAST 95% •4�.'.�'. CEMENT CONCRETE SUBGRAOE. COMPACTED AND GRAVEL SUBBASE D P.� � /�},/ EXISTING CONTOUR PAVEMENT op o OF MAXIMUM DENSITY. < U K PAVEMENT SECTION DETAIL /#/ FINISH CONTOUR a n oz SCALE: 1 - 2 - GRADE BREAK LINE �14 '=zo—_——2n--7�-- —_ . 22- 22 -_ --g �•� 24 �� / N - - - -24 --- ~- -- W _ --�� -�J' c0 o m 3.a.. L-22- �--���_---'� --q 26-- �.y���---- - -- -34-- Z o o= 000 cfs LINE" �_ --'-- -�'-� -- EX LEVEE WALL. � -� �24 fiLEV = 29.44+ VD 88 .� �_._--�_�EX LEVEE WALL. TYP -_� FOOTING• TYP 20578:---------------------. .. -fL� 34-__ _ - o Z6_.'-SHOREtl� LINE L�225y: R�•354��---�-- - -� J9'2r� --r- - - 34- �-• C=3 41 20 1j ,Ig61 9 - i _LS aq- -r y4].75--- i -34T 03'i9_I --�--� �6 ,Ig1 = _ - �. EXTRUDED CONCRETE CURB. TYPE 6 PER s • -_---r= -� .� ... /`+ - 9'ob.. WSDOT/APWA STO LAN F-10.42.00. PFd " a m� 46_ 6��---^_"'_-►- \ �-'•^ �g 'l• N. 28.73 9 4 I I �. "�' ' / 9•� �. '§.' CONCRETE ... DUMPSTER PAD C u Z. �4 X I _1.57_ � ��i7C PAVEMINL TYPE 4.. 16� �- 1_Sy,- B. .4 _oT .a n R.74-. 9`�28:84 I� I� �,q _ FINISH CONTOUR. TYP n Wo 54 H rc o 'a q a WI1 md= Z ,JE j oS• - �1 0 " 3u� u d 6 S. E 4-29----_'- - m � � --28--i o a a N W _ i yq 4q yN y V_ �7 0 R Z \ U fw a o R CRY I1, TYP EX STREET UU ` z LIGHT. TYP a > SS N Q a 0 Ozz as m d Z Z 'o¢ w w �Q3� C \`�y la)Y ® �•EX ASPHAIT� SO`C�'t D• SL'�Ct U) `0 !_ (YI C� ad t z 3�21-33 n�vns Nneot 6 doe o. is3+a `1 °OtsTtR au+w v C4.0 A� 4. a 7 g./4 . O CONSTRUCTION SET 7 I L NORTH IS' 45• 0' 30• 60, SCALE: I' = 30' D D 05 W� 'CJ ro '.L�fOa \•"� �FRD�W�O(PVMT, TYP ;•�_ 63s S �.0 `... -CJ ElEV a 29.42+•NAVD 88 ...�--.. EX LEVEE WALL �`,T4 '2S-W �...� ELEV = 26.00 NCJO 29 __ -..�-- •///•'''EX LEVEE WALL iYP FOOTING. TYP 20.0lj_----------------------- �i \ ' g., [ _ 40 SHORELINE SETBACK I LINE IY�� _ S OS19_15: r ' LS IGHT POLE,-TYP-�d=18.441j°�'Q_�---__'�__ _ --- - LS =-- �7( CURB LS �� - �� -� ----- LS C w - w�— w _ �� �-•4' IRRIGRION S TYP. / �.FH CB n \` T \ ��-T-- -tl ---- $-----1t�-----p-----q----�-----y-oe LS-I ��CB - I I - • 4' IRRIGATION SLEEVE, TYP. c IX RAILROAD i \ ` P DDCV �— BUILDING 101 TRANSFORMER CV77 I I, LIGHT POLE, TIP. I �' IX BLDG BUILDING OUTLINE, TYP BLDG COLUMN, TYP ROOF OUTLINE, TYP B 6'\ LSLS ------tt ----�— _ --- d---- a-- --o—� — • IX TREES \ LS I I LS — \. b b s CB 6' SIDE SEWER --,CB CS 4' TELEPONE CONDUITS (2) II 61V Z\1 8SD c GB �CB �• N W W B•Wjl m IX ASPHALT\ +` 1 D 1Y Ar C � \ LS m LS 83p I�CB --- - - .w.-: I• CB r. : .rr.599.60 _ ❑ - __ - "-GW.. r • • S .OT 6 - .610.27 .. IX STREET STORMWATER VAULk 4• IRRIGATION •SLEEVE, TYP. IX NEW LOCATION OF IX SO MH ^ IX UO1PY LIGHT, TYPE GHT POLE, TYP, IRRIGATION METER_ ,,,, RELOCATED POWER VAULT VAULT, TYP _ _ — _ BDxT'P _ _ — —REGALE DRIVE "A" _ _LIONEWR�: ss ss ss ss (ANDOVER PARK—W) EX ifrr r w w I 1G) \ \ IX TREES N m `IX ASPHALT - to `EX ASPHALT ® \ 1 I 2 n� jI EX BLDG 3 I 4 LS I LIGHT POLE, n?. ___ LS I b m LS LS N LS w y O N I LS m N B - - e IRRIGATION SLEEVE, TYP. LS - --- --' - LS---1--- --- STORMWATER VAULT IX STREET - LIGHT. TYP EX ASPHALTss ss w n w w w ® - \EX ASPHALT`\ ® 'O'"aTr �xAyyyll r� z Iss+e Ea �9s10NAL � /�.9.M 5 I 6 m m� oaa � a 0 � j N U Q � W 8�1 s a U m N YI = D H g ZN J u � wo^ ces z -> ® � 2 P W/•�� om P, 0 3^ /u r `u I W I - �x dam W� (/) ® Q I u' } z � n o ga N 0 9 g ° I a a iu It F- `1 c J In r D O LL) m> Z O �3 a (0 < d J 2 c)) O rroxcr wane 321-33 nu�c 6 C5.0 CONSTRUCTION SET I D .QR \•. �� ESTIMATED EDGE �• �OF EX PVMT, Ty(p�5 IX BLDG Z I 3 I 4 3 LOT LINE I I 6 —�DC GRADE — FINISH GRADE 30 2 ---� ---- NORTH 12' FELXIBLE PIPE ADAPTER, 25 m I ROW OR APPROVED EQUAL _--- m 12'x 11.25 BEND 0' 30' 60' p I - SCALE: 1' = 30' WG WS EL=20.00 - r = 20 0 12' OUTLET N IX 30' CONC PIPE SD—"'IE=20.00 WLEGEND: 12' SD PVC SOR35 CORE DRILL IX 30' CP SD 15 DS° DOWNSPOUT LOCATION PIPE SLOPE ARROW I k INSTALL INSERTATEE PVC TYPE 1 CATCH BASIN GRADE ARROW SOR35 GASKETED BELL OR O TYPE II CATCH BASIN, 0 VARIES GREEN RIVER APPROVED EQUAL �, ..;. :.... = STORM DRAIN PIPE. OW 1 O — STORM DRAIN PIPE. 0<=6' DISCHARGE CONNECTION TO EX 30" SD SOUTH WO VAULT SOUTH WQ VAULT `IX ASPHALT\ I T•i I � IX BLDG 3 4 I LEVEE WAU TING, TYP IE-25.16 C B EX f RIM IE= e SEE DETAIL THIS SHT — °• �c=iaw TAPPING TEE, (SUBAIERCED 1') SEE DETaL_TNts sHT _ - --®- - _ IX ASPHa.T u DEWATERING WETL'17 6' PVC PERF PIPE. FILTER 55 —_--- FABRIC WRAPPED, 15' DEEP, W/ Cl FRAME k •••�• w•IN- F ORAINWG-GRAVEL-CONTIGUOUS wrru nraippur �w th _ W w w W 4nko Lti W 40502 $OXIL 1�1 �E`OXAL 9./O 1 I 2 CLEANOUT SHEAR ACCESS RISER 12' VENT w/LOCKING GATE w/HANDLE w/LOCKING LID, GO TYP FINISH RIM EL-26.44 GRADE, TYP. 12'x12' TEE ' ? 1'6 AIR VENT INLET FROM CB7 •,� z 12' OUTLET TO IX IE=19.00 WO WS EL-21.00 '4 --► VAULT, IE-21.D0 12' PIPE EXTENSION 0 OPEN END p 4- PERFORATED PVC ~ PERIMETER DRAIN, TYP 15.0' IE=16.0 (SEE NOTE) _ SEDIMENT STORAGE WS EL.-14.0 _ SEDIMENT - STORAGE=i' NOTE LADDERS NOT SHOWN SECTION D-D: NORTH WQ VAULT END VIEW SCAT% 1'-S' WATER QUALITY VAULT (STRUCTURAL DESIGN BY OTHERS) INTERIOR DIMS=15.5'Wx36'L EXISTING GRADE, TYP. NOTE LADDERS NOT SHOWN WATER QUALrrY VOL=3,906 CU FT 12, VENT (REO'D WATER QUALITY VOL-3,789 CU FT) w/LOCKING FINISH 5'x10' REMOVABLE GRATE COVER. TYP REIAOVABI.E BAFFLE GRADE. TYP. C��-F LEANOUT SHEAR FROM INLET GATE w HANDLE FROM CB7 / IE=19.00 EL-23.50 .. ERIOR) `N WATER OUALIIY 12' OUTLET TO EX (DEAD STORAGE) - 12'x12' TEE VAULT, IE=21.00 4' PERFORATED PVC o c WS 0.-21.00 PERIMETER DRAIN, TYP 12' SD PIPE IE-16.0 (SEE NOTE) o Ln - EXTENSION i o c BOTTOM 0.-13.00 OPEN END _ SEDIMENT STORAGE WS EL-14.00S( I to, REFER TO VAULT DESIGN FOR FOUNDATION REQUIREMENTS (OBO) 36.0' SECTION C-C: NORTH WQ VAULT ELEVATION VIEW - (LOOKING EAST) SCALE: 1'=5' B o WATER QUALITY VAULT (STRUCTURAL DESIGN BY OTHERS FROM\ CB1 INTERIOR DINS-15'Wx37'L - 12' SD WATER QUALITY VOL-3,906 CU FT (REO'D WATER QUALITY VOL-3,789 CU FT) '---L - - :---- " --------------- 11 0 I ' 12' VENT w/ LOCKING COVER, TYP • GRATE EL-27.08 .. i 5'x10' REMOVABLE GRATE I •i INLET FROM CBI �� .I FLOW I IE-19.00 -► OUTLET IE=21.00 4' PERF PVC PERIMETER DRAIN i •I i ' 1 n PILL I i .{ ACCESS IE=16.0 /! CONTROL TEE'.i i LADDER, TYP (SEE NOTE) .I GRATE EL=27.08 Ci n 1 I' ACCESS RISER - -- - ---- ----- 7-- W/LOCKING LID. - - - " GRATE EL-27.08 A RIM EL=26.44________ _-___- ________ ------'------------- 11 - 4'x4' DI TEE (BELL) I 4'-CI FLAP VALVE. CLOW 2 - 4- DI NIPPLES - 12' SO NOTE VAULT I`i_� OR APPROVED EOUAL 2 - 4' DI x PVC FLEXIBLE ADAPTERS TO EX TOE NOT SHOWN D - IE - 16.0 I PIPE (FL x PE) - VAULT E = 16.0 (SDMH2) 36.0' NORTH WQ VAULT PLAN VIEW _ SCALE 1' - 5' 1 1 2 CLEANOUT SHEAR 1.0 AIR VENT GATE /HANDLE 12'%12- TEE N TO DOWNSTREAM SYSTEM 12' PIPE EXTENSION OPEN END SPILL CONTROL TEE DETAIL SCALE 1'=4' 500REMOVABLE GRATE DRILL I'm AIR VENT RIM EL-26.80 r IN TOP OF TEE 12' OUTLET TO IX 30- SO. IE-20.00 4' PERFORATED PVC PERIMETER DRAIN, TYP IE-15.0 (SEE NOTE PVC PERF PERIMETER IE=15.0 (SEE ACCESS Tn = N{ 12'02 TEE 12c ' SO PIPE n EXTENSION OPEN END W/HANDLE 12' VENT w LOCKING m n n m COVER. �/ GATE WUT SHEAR 5'x10' REMOVABLE GRATE GATE w/HANDLE RIM 0.=26.80 a o 0 0 vi z 0 FINISH GRADE, TYP. 12'x12' TEE •.. '.. .. 10 AIR VENTINLET - IE B.FROM CB8 -,o.z N 12' OUTLET TO z i WQ WS EL=20.00 _..__ -► IX 30- SO. -► _ 12' PIPE IE-20.00 rc EXTENSION � W p � iJ oEl 4' PERFORATED PVC1.0' a n OPEN END o p�� O '8N PERIMETER DRAIN, 7 g� a o. c a IE=15.0 (SEE N07� J SEDIMENT STORAGE WS EL-13.0 _ e SEDIMENT STORAGE-1' 2 NOTE LADDERS NOT SHOWN �5v Z N SECTION F-F: J SOUTH WQ VAULT END VIEW W _ Nei SCALE: 1'-5' F3a� NOTE LADDERS NOT SHOWN J = 2 o` WATER QUALITY VOL-7,140 CU FT - EXISTING GRADE, TYP. >r (REO'D WATER QUALITY VOL-7,047 CU FT) - FINISH GRADE, TYP. 12' VENT w/LOCKING COVER, TYP m WS EL-20.00 *FLOW BOTTOM AGE WS_EL_13A0 S -TOP 0.=22.50 ., (INTERIOR) - --'-'----'---' INLET FROM REMOVABLE o CB8 IE-18.00 TT) - BAFFLE W « SECTION E-E: SOUTH WQ VAULT ELEVATION VIEW (LOOKING EAST) SCALE 1'-5' o 20.0' ----- W 5 P is a a p9LL REFER TO VAULT DESIGN - ^^ H FOR FOUNDATION REQUIREMENTS (DBO) W a m a I's P F, IE 5 �w i g � t WE=w myj cn < - a B 0 FROM C88 p " N N ACCESS LADDER. TYP W N �� cn L± J_ Y Q a w y C � O J 7 a 0 Z) co < � J i- � $ '� W c0t) O wmxcr wueoc 321-33 acrssx.r rxx®ot 5 Wwmc Nxmc CONSTRUCTION SET C 2 I 3 1 4 1 I FINISH GRADE NORTH y — � GASKETID CAP w IS' 46' SCALE: 1• = 30' 110 WIRE, (2) WRAPS MIN NOTE: SANITARY TEE REQUIRED FOR MAGNETIC OR SWEEP MAY BE LOCATION FINDER INSTALLED IN LIEU OF A WYE AS SHOWN. STRAIGHT TEES ARE NOT ACCEPTABLE. PVC PIPS TYP GASKETED CAP CLEAN -OUT DETAIL (UNPAVED AREAS) „v..,. wr wercR OIICT m" m APPROVED FOR CONSTRUCTION BY ;WWC EN=EER DATE PLAN APPROVAL IXPIRES ONE (1) YEAR FROM DATE OF SIGNATURES" YI G1 Z K F V 0 o = z o 3�ia D W8�8 a Z m inn - d z to U => ? w ? LL �� Join NOT TO SCALE �... ///---ES@AATED EDGE qq�� ..—... _ �[,� OF IX PVMT. TYP 'TJ W .—_•••--•••—• _ gg�� ice` `\'0e•s3• \"' 4�� GREEN RIVER - �_ -rr�• IX LEVEE WALL _ ---- 44 -- • DOTING 20 30 $7't\��0• �-�--�---mac- - -- _ -_ _••• �•"-� 9000 CFS UNE .�' L-�225.34�_ R_3500.Q��- z. y 3�l4 S 22.03 Z5• \... —.. (MEAN HIGH WATER) A-3.41'20' -- Jy� --� -.._ _ _ - d=1844'11'---.-------_— - � _ - _ _ - -&xfi:25` �fND' - — — — — — �8'x90' BEND _ � • � V TSrWATER ES �W (RJxRJ) do 'TB CUR % _ _ _ _ _ _ GWJ 5+00 — — — 18LF 8' DI WW OHO 1290 ASSY PER •„ PLAN 9 / / a. i 28 BEN 00 I I FH ASSY ER (SEE H_ H a & TB, II SEE HT C6.0) i a aR 0127x6' TEE (RJzF1xFL�.� . _ ' '•�\ / _ - .•, •.�----'-0_. -1• H 11T�S 9 rrl g /6. Gy ' �8+� EE SHTC'� ."1�'. .�.u. -jr-----Q"---- Z 1 B'`SUND FLANGE & TB �. / `` I .6 am I j 2' DCV (WA DOH z „ Dg Q 10LF-12' DI W+ 1S' SCH 60 PVC SUMP PUMP FORCELWN I 00 II O a a'3� I PER d. LL 12'x8's;TEE (RJxRJiF.LT .F. 4�BEN0£ �/ I DDCA (WA DOH APPROVED) IN VAULT PER FIND STD I — W ii PLAN 17 W SUMP PUMP PER MIND STD PLAN 26 8 x6 I V 3 "• rc 6" PIN lF 6'tFF (FLxRJxRJ) & TS I EA W \. • S & 6 40- BEND (RJxRJ) & TB 6' ( ') 10'x8' TEE (RJxRJxFL) CONNECT 6' DI W TO BUJG. REFER TO FIRE ) a a IX RAlLRO v \ I 8' GV (FlxRJ) PROTECTION PLANS FOR CONDNUATION. 'e I 10' DI NIPPLE (2 EA) i I TB / (CONSULT FIRE pROlECT10N SYSTEM ENGINEER I m i 10'x6' TEE (RJxRJxFL) ON FINAL SOW PRIOR TO CONSTRUCTtON.) � z S �� COORDINATE FOR BOTH TEES / 3 I 6' GV (FLxRJ) / CONNECT 2' HDPE W TO BU')C. REFER ... I . ' - HERE TO BE INSTALLED N THE / / `\� - I I / FH ASSY TO BLDG PLANS FOR CONIWUATION. • I I w. G� a SAME DAY N ORDER TO MINIMIZE - / / \ \ I 10' DI PLUG (17J) 2' HDPE W I I DISRUPDON OF WATER SERVICE / TB (2 EA) c To IX SLOG. / / _ 8' SS CO & 45 WYE 6'x SlyBEND (RJxRJ) & TO I _ / / '\ I SS CO & 45• WYE IE-22.05 6' FDC LINE CHECK VALVE IX BLDG I li S / / \ :` L IE-21.87 CONNECT TO BLDG SEWER i — r 5---------�J 1 NOTES \. IX 15' WATER ESMT / / � � Lam___--U----- - __ - -�----a-� of W � � $''IIIm 8' SP CW. c .• �..:. •• <. .. :.. ::.:. '.. :. ..' ,! �'.'�..: l- 28 -6' DI W (RJx ) & E m c \ Z a � Z• • ... I 1. ALL OUC7ILE IRON PIPE SHALL BE / . \ L6 '•_ _ lLJ b b b b I I FULLY RESTRAINED WITH MEGA -LUG N b b • I RESTRAINED MECHANICAL JOINTS E 9 l IX/TREES �\ S' . k 8'x8' TEE (RJxRJ) & TB v 71F-6' 8'x90' BEND AND FIELD-lAK GASKETS WE TO SSS SHUT OFF VALVE IN RJxRJ PI PRESSURES IN THE BUSINESS `� ti / / \ VALVE BOX VIE-213ft 1 5-0.02 %ft _�- �-& TB _ _— — _ 33LF-8' DI W 2+00 24 -6' DI W S-O.0 k/k _ 8 6' ( ). 2. THE BLDG FIRE SYSTEM SHALL BE _ / FX FlR # 1 I ( DESIGNED FOR A FUTURE / om, 02 75 56 ) IX IRR EOUCIlQN IN AT1C W W `v IX ASPHALT\ �•Y .4 - o �n ru LIJ 43U'-8' Ul W IX•unUTY FH � PER 0 FDC WITH DIP IX IRR. EX IRR. 0 EL r VAULT, TYP IX STREET I ..• FH VAULT, TYP STD PLAN 9 N VALVE VALVE VALVE Ex STREET 0 (SEE SHT C6.0) IX 6' SSS, _ _ UGHT, TYP�� 5=0.032 ft/tt 2' PRV & 2' OCVA (WA _ � _ _ �— UCHT. TYP 03 U iv IX t ;L 25LF-8' DI W _ DOH_APPROVEO N VAULT _ 0. 6• ft It Q. w_ BOX, TYP CAP & CONNECT � SEGALE DRIVE "A" RUL=257H4 IX ASPHALT REMOVE D(a• STD PLNL 22 8•x90' BEND 3 O G ss NEW 6' S55 TO IX 6' SSS Ex SS AIM • VIE=18.44 (B' N) ss IE-t9.ot(F'V) I RIM=26.60 (RJxRJ) & ANDOVER PARK_W - �^, �"• - •� a U' VIE=17.8 ( •.w W w " N �3� C W w 03 6 ni .J F `p ASPHALT\ `IX ASPHALT (q m m A \ z�I111� v IX TREES � ` 321-33 ® IX ASPHALT ® I m 1 e•48 neanx - 6 $ONAL �' 9-/C quwrw tu•BOt 5 q 4 k I I IX BLDG 9 C7.0 6 CONSTRUCTION SET r. C 40-- 35- B m 30- m 25- 0' 2& EX 10'WJ 15- Z A i 1 1 2 1 3 1 4 1 Alignment — Watermain PROFILE Station 5 I 6 :n a NIQu1 TIJE WATER DISTRICT ^\^ APPROVED FOR CONSTRUCRON BY - Ot51mCT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (13 YEAR FROM DATE OF SIGNATURE rc z a De s it =!5o ca J Z z W o (A 3m j C o C Py _ W = on A 4- r u Wa sff nn 7+.00 8+00 8+65 OWNS ® ME --- ir+rWf WW iY illIll- ----.1fiii711Yfn1 aIs = ' m mmIN NOT 0 (A a - dm ® & 35 30 oB 25 > Ir 0 N N •a y N wLd IX20 12" W f f h t5 y LE 65 - 00 0+25 U+SU U+/J ItUU -LO 1r'jU IT/J b N N N N N^ y N N N COI• N N N N} N N Nn N N W N N N m ^N N N OI N m0 N N N f• f H N N O ON'In N N f 01N e.1 N tC•!I OI~ N N N n W N N N O N N tNV O O WY1 N N Y Ql m N N N i Nh N - ~ mY N N N h Y N N H n^ Nf V N m NY O Om N N 0 n Nh N O n N N pp 0 n N17 N n NGM1 N O n1,6 t V yN 011r. NN Y NN Y Y I NN N Vbl t V N «tee c .tn u 5 at00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 Z+/o .xw arca .n.+ • n • - ••-_ ..._ _.-- Station SCALE 1' v 30• HORIZONTAL 1' . 10• VERTICAL w LU y O L71 C UD a ca W d J co r- u- o_ ,®'5 a U1 a- m c Q Z it ao<3- W co ¢ d(`- n.s rnS: — Q (D H111111+• 321-33 ISSN!q R•. vux wa c 1siER` 3 NAL 5 1 s C7.1 CONSTRUCTION SET REFERENCE DOCUMENTS & EASEMENTS F .rl'LiKWILA BOUNDARY.. LINE AI, TLTST ETq.T- ..... DE:E"LARttTION= EYOI ALL WN,JIY TERM PRESENTS. TRAT AE THE..UNDLRStCf,BD, OINBR(9) IN FRE MMPLB'OF THE LAND HERI{w DESCRIBED DO HERSEY HAER A OOLNDAPT LRNF ADJI)5'(LIRXT. THIS ENDRRSff.NRD.ITIRTRRE fNFfUARg THIS ROUNUAIU'-11\E AIIf11SIMCNT:T'O tlE 'NE'GHAYHIC ItiVRFSENTATRJN GNF,,-l➢ BOUNINDI LINE-'_': ADJUSTMENT AND.1T1&SAME IS MAPd Ifni Top IRUE.DO&X A)P.I IN ACC.ORDANCR WITH .TER URSINE UY-THE UINHR(9). IA PIAN1'4 L.LC, A RA3IDNGTDN )I 1p.LLAiiLLI'IY CBEF. AT%RK HY METRO LAND DEVELOPMENT INC. A MA$IIQIGTOY L'CRPORATION:':TTS MANAGER. -. -.... i NAME: - lLA. SECALL^, gf ME. '--OILEDGED EAOJ";Y, 'TJRIALENT TO DE Tiff F TOLVNTANY AC'[ eTIG'OC6D LUD T USES AND PRIPOSE3 MERE ANTI .1 UAl'B. N1'.A'1'Ef1 Yi1R 11E WAS DULY ELECTED, QUALLFM AM SAD) OFFICER OP TAR CORP.& llA Tlf AND THAT TIE PAS ♦UTBOPS{F ME SAID w3TEUMD NT ON D1IDAjl OT IIRI'RO LAND DEVELOPMEXT, 19IR SEAL ACE1<BD. IF ANY. IS IRR'GRBP(IR ATJ{ iFAI: U➢'I'EE ONE 'IRAT 1'UE CQHYOHATION IM AUIMORI2 A it EZECOTE EAID Dim BEWLF OF IA PFANII LLC. IN PRNEEE INERROF I RAVE HEREUNTO SET MV RAMC AND .m, THE DAY AID AR FIRST ABOVE I&lTT'Ed. SIGNATURE: • ` ^^0 YY NAME A9 'C1OE HL9IONSD: • i t• • J TRLE:_Ndi . 'y6 A MY APP.,--.'NT 1:XPIlih'S: \7 .,S,S Oj APPROVALS KLNC COUNTY DEPARTMENT OF AS$ESSMERT$ , NXAMINED AND APPROVED THI3 DAY1 'bJ24L 2002. 1d ICUVG COUNTY ASSESSOR DEPUTY I3TTC COUh'PY ASSESSOR REVIEWED AND APPROVED ➢Y SHORTS ISI% COMMTTTEE .AND HEREBY CERTIFIED FOR FUMG THIS DAY OF 2002. RECORDING NO. OL./PAGE A PORTION OF THE S.W. 1/4, OF THE N.E. 1/4, AND TIIE N.W. 1/4 OF THE S.F. 1/4 AND THE N.E. 1/4 OF THE S.W. 1/4 AIND THE S.W. N-.Wc-Ff4 OF SEC. 35, TWP. 23 NORTH, RANGE 4 E.W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON. LEGAL DESQRI-PTIq-NS:• ---:,.., EXI',-;'I'[NNG PARCEL LEGAL DESCRIPTIONS £ EXISTING PARCELS) (TAX LlY1 U: ;.Y 10 . '::.: :;- ANOit'Rl&(,SP y PARCEL- E (TAX LOT THAT-PORTION OF T62 S'OpT11REST QDARTgR OP:.;!)B QUAQYBR AND GOVERNMENT TAR G TWAT PORTION OF ME ARANDORRD R." OF TIM CRREN RIVER WHICH ADJOINS AND LIES w SECTION 93, F'D1IJLSWP E:I _ tORTN, RANf.F. 4 E.4.YJ' OP TIH; M.M.. I'ENG C.-TY, IASRU:GTON. ULiIUIUHEU AS ULWTS: RRTIF.CN TNT: SUL'TRL'RLY EX'Rw- OF THE EASTERLY LINE AND THE EASTEU.Y EX I;--N OF THE. SOUTH LINE OF LOT 4 OF CITT OF TUHRILi SRORT PLAT NO. 65-19-S9, RECORDED UNDER RING COMMEJCLVG':AT T NORITII[9T COLD.""EERg OF rife SOLTeI!¢ST'Qfl'.RTP.R 0T ME NORTBRA.ST QuARTEP. COUNTY RECORDING NO. 8505090819, AND INKS NORTHERLY OF SAID RIVYR;. OF RAID STY:1T0N 36; THBFiLE SOUTH 87`GO'C(rEAST:9LONG T8E'V0RT11 LINE 'THEREOF. 449.30 TOGETHER IPTH THAT PORTION DF THE ABANDONED BED OF THE It- RIVER LY GOVERNMENT LOT 2 F13EC. TRFD:CB 9UU'1'H UCUV'S 1"WESl' DI.DD YBEf 1'H8 SOUTH MARGIN OF 180tH STRE3T. 1'HENCE'SOI11'H BT50'OS"HOST ALONG:"3AID SOVTtl 3LABGIN 9 T.eB PERT TD-TTL5 .'¢De POUT OP IN SECTION 36. TOWNSHIP 23 NORTH. RANGE 4 EAST OF THE I-. IDICR AWOnN . LMC. SOUTHEE.Y OF SQvM 180tH STREET, IESTERI.Y OF TN}: GHEE. RIVER AND EASTERLY OP LOT 4 OF CRY OF '1'IIkMILA DEGINARNC; TIfIwCC SDDTILWESTeRL,Y' AI.DNG A.CURYF. TO TAW I.EFI',,1'HE CENTER OP:ITIUCE HE.UL9 {IBCNOAiFY AD.ILFTMeNT.NO. 00-008G, RECOPDSD UNDER EI N(: CO.- NNCUHDING N0. 9311301801; S6}iT,D 02•fM'Sf'1fE.CF; HAVING A1GDN9 OP 0.00 FRET .THROUC$NC CENTRAL AA'GLS Ul'-8vU'65', AN ARC BISTANCF. pY ]3.tl] FEET;' THENCE QOUTe 0T4L56"ReSr 6]8.00 FEET, HENCE ALAFJG A .IJNR 3` ND loltCl KF.E WITH THAT PORTION OF ME ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT TAT 5 CUtlVE TO TRe LRi"T HAVING A:LiADIU3 OF.`2,590.00 FES7 TIIBBUBB A CENTRAL ANGLE OF OP.25'1]' '.LYING 30MRLY OF THE GREEN RIVER An LYING EASTERLY OF A UNE ESTABLISHED IN ENG Co- IY AIM: llISTANC O]2.20 PSFD' TO A P0AP1' ON THH ;A00'IR.'uNB OP 9AID,6U8DRT55[ON: iTIRNUR NDRTE OTSGD3"IFirT-ALONE THS 30oTA LINOS OP .SARI ETDADIVIMA B1.BI PELT; ITIHNDE NDRS-LY g IDTiON NO. 31839. AND A.F. NO. 8034072 AND 00270I5. . •-'ANO .ALONG A CIRLVF. TO TEST"TfT, 'I'IfE CEN'TEN OY WMICB H1WL9 NORI'8..7Y2B'IS-WBT,:-BATING'A RADIUS PEST TRRWGiA:A CE\TAAL. ANGLE OP 03'24'2B'-:nN ARCDISTJNLE_ Or 1911.91 2.470.00NORTH -,ETHXR Ina THAT PORTION OP CUVERIWENT LOT 6 w SECTION 35,-INNER, 23 NORFH. EAST VY THE II.N., UffiCRINID AH FOLWWS: FEET;K li No CE NORTH 6B'15'O4`IfE6i;.Gb.3l FTR THENCE MOM ed•5fi'Jo WEST 52.G9 }•}'PAY TL1L'NCE NORTH 821v 04'IEET ]6i.61 FBFT;:THANC'R SODT'R O"*r.,."eYT'P .... TEXT; THENCg `COAOJRNCINO.AP'ff .N01TTHPEST CORNER OF SAID GOVERNMENT LOT D; TIARNJ:F: SYIBTR n2^L.1'1E`n 6ST ALONG A CI-`E TO THE kIC3CL HA Yw L' A NADRH OF 477.47 FEEll" OUGqq A CR\TItAL ANGIM Oi' L9'00'OO" AN ARC DISTANCE OF 108.39 FELL; TEENC% SOUTH 2O.43 YS"pEST'810.98 PEEL': .:` .;' :' ALONG '[HID IESI' Li;1F.'OT.S}T..ID CAVELNMFOVT CDT .'r, D53;41 FEET 'I'0 THE TRUE POINT OF BEGINNING: TMRNCT NORTH EB'91"Ltl"WF;S[:539. 21 }BET_ THENCE.LVANC:A CM7R TO THE RIGHT MAV G A RADIUS - - RR-IP-NN tlECURBEO UNDB6 YINC COUNTY.. RECORDIMC NO. 8503090619; THENCE NCR'1'A ]T28'ID"EASL ALONG ITIE EA93'}XD.Y L4'E DY SAID,LCR 1. (4E4.11 YEET: 'THENCE .NORTH B-O'C9'IRST ALONG THR NORTH LINE BF: SAID I% Sir Z10.53 PFJST; TAFNf:N SOUTH IT28'17`IENT ALONG THE WESTERLY LINE OF SAM CDT 1. 2 :34•FE'ET; THENCE' NORTH 20•S9'11'II9T 50.03 PEST; TBE:CE NORTB l9'3]'G3'EASf ]0.61 f'E'ICl'; 1'HENC}' SOUTH eT50'09"RASL 342.]3k'CEP, THENCE SOUTH 0C09'61"RF.Sf 36.00 FBE'1: TDENC$ SOUTH e]'50'09"FAST 802.]8 FBEF: THENCE NORTH 0T44'56-EAST 340.56 FEET; THEN E. ALONG A CORM TO ME LEFT HAVING A RADIOS OF 50.00 ➢LET THROUGH A CENTRAL ANC.Fi`.'tIR B6.36'OS" AN ARC IIISTANCP. OP R.-I FRET TO A POINP III 'TUE SUU'TH MARGIN BF ..-R I.M STRRET; TH]4NUE S'UU'TH BTSU'OV'NAST ALONG SAID SOUTH MARGIN 160.76 FEET OT TUB PORT 0➢ REGINNwC•. DULY ALSO KNORN AS PARCPI, `A OF MR CITY UY .Rf[( f1KUEU -DER EN(: COUNTY RECORDERS N0.'TIIKRILA LIYT LINE ADJUSTMENT N0. LBO-DOGB 1S 0 Y .90D000D010. ;'TON FANCEL - U. •( TAX LOT R I18 J NAB; -L&.N.OP GOVERNMENT LOT 8 IN RE -ON O5, To--23 NORTH, RANCID 4 a- DI T1L AS I.Mj IN RIND. .f.U11VTY. WANHLYGWN, LESCRWED AS FCLIOIS: CU1A 1:'TRAT CODAMNCING AT A POINT. RRiCNF 3LAS OEGwALLY VARRRD nN AY IRON -lOOT III:Sf :_CORRECT THE SAID AVD NURIFF NT U3"IEST 505.54 RIGHT AYGLES:TO AND ALONG TID SHAI. '" NORTH .6u-.l0'IEST l.fr4 jD!R.T' EA9T;'AND'fgE Pow OP 1FE:INn LS:Y.:< h'KlT; THE"GE 6D1TH e 3 ,MEET TO THB NOA'TII .J,INB OP A P . •... 'COUNTY RESDLDTIDN:ND. 9I833 d TBE'Nf.•F. THR R-STRNGY DANDG TRDUGqA CNL-AIUSsA-UIIFIFP E.RF4QA;: solinl ]4'43'20'IElol.o. NORMD'3?, I 3"WISP; 'T"ICE NC AfiO ENOIN A3'FAHCF.LA t"Hon UNDER Ewe, cmnTY D RECORDER'S CERTIFICATE FBJ:D FOR RECORD TIES_., -DAY OF.Q..f +- 1002 AT Y. w 6006S. OPA..-A eT PAGg_)-,T THE I@QUEST 0£ MAEO A. EE(SALE. AIANACHR SLIT. OP RECORDS A '1 313.1 F7,E 5]-SEST 313.L] F}:F.7 MEAT LOT: THENCE AS COU NTY ROAD AS FT , SAID ROAD ]Iwcw 3.28'T 9T.9E AS W6T 19 DXPINID IN EING 1P6]2 AND 5027015; HSNG&:ALONG A CURVE TD ANC UISTANCg-32.T9 FBFR; TAENCB:- A PRINT:1OiSM IHIL`H THE 1Tq.: 0Y BHCJNIBEARS'-.:, BB'92'.S9"IBST 31L:90 FEET TO:TEE POINTOF BEGDNNHNG. LT`f'.UF' TUEJULA LOT LDNB AWusrL -T.NO. L99-0DC8 aDERS NO. 990 9010. ' IIEET::-I OF •-........:. SURVEYOR'S CERTIFICATE E THIS MAP CORRECTLY REPRESENMITTIR SURVEY MADE BY ME OR UNDER MY / 'P.I_ANT;4 LLB DIRECTION N CDNPOHIIANCE RITA T138 REQUIREMENTS OP T86 SURVEY ,i - REC ING ACT AT THE REpUE3T OF IA PIAVTA i..I.C. IN JOLT. 'LUa:. i5([[ '.0. 30X 980919. ''F4F: WTI. A,. WASH NG70N, @6138-2pQ$,. fw6) 575-200p JA U. 1 UCOCK v.LE. NO. 30a29 'TIr OF on NM A OOO IV, A AN A A PEEP: SOUTH 113.TL MEET; 1'IDwCE ALONG A 1g9%`M TO THE:TILGHF HAVHNG A RADIUS OF 235.00 FEETHRO TUGH A CENTRAL AN):Le OF 2PA{ 3B" AN'ARC DISTANCE OF 100.57 FE=: TDSNCE SOUTH -5'42'F.AiT 76T.00'PE6R'INBNCE •ALONG A'.CJIRVE TO - TIC LEPF AAVINC..A RAD11!S nM HA'L.(IU FEET TIFKOUGH A CENTI ANGLE OP-AT06'AA'.1N .\RF..0f5'IANCF. 111 156.]0 !'EMI'; THENI:.F ATANC A CURVE TO THR LEFT EAVINC A RADIUS (JY'V'R.DO MEET TFIRDUCA A CHNLRAL ANGLE OP 93•aS'a2" IN ARC DISTANCE OP 199.T8 FELT; THENCE ALONG'A:.OUR6R is TITS LFFI:'.BAYIN. A RADIUS OP 300.00 FEHT TFHiOUf.R .A CENTRIC AN01H OP OT51'99' AY A,TC DLTI'ANCH O. 49.9D'FERl; TARNCR AIANG A I:U E TV 'THG 1J:kI HAYDNC A RMICS OF ftO].SO FF'RT TRIGIIGR: A. OENt'kAL ANGIlA OF 34'II'03' AN ARC DISTANCE OR 382.45 PEEP; T8ENC8 NOATH 14"Ol'19°SAST lOS.H'} f1' 'T'DS.YCE LEAVING SAID EASEp03NT AND RFGH'f OP LAY LINE NORTH 88'0l'9B"IEST 282.]5 PERT; MRNCg NORTH 2B'14'10-EAST ]5.38 PERT; TNPNf,F. N OATH 68'91'20-ITEST 0OT.50 PFFT TD THP, POINT UP BEGIN\wG. ALSO ENOIN AS PARCEL "E" OF TAR CITY OP TUERRA LOT LINE ADJU51'NPNT N0. LBO -BOOS AR RECORDED UNDER RING COUNTY RECORDERS NO. 9RD6099010. :OF TtJKWILA JNDARY;. LINE US.TMENT ......,. `L 12-0 -9 NEW PARCEL LEGAL DESCRIPTIONS f,E,GAI i>rj k, II II)IN I ( NEW PAOELS) _ PARCEL. - A ` THAT PORTION OF ME SOUTIIREST"40, HTER OF TM NORT�iLST-QUARiFiR AND m SECTION 35, TR-SMIP . NORTH, RAVf.R I RA.9T OF THE W.61:;'R ECYG C01 DESCRIBED AS POISOWS: ,. KST 36.00 FELT TD THE SOUTH MARGIN OF ONG SAID SOUTH SSARGIN 947.86 FEET TD ' RLY ALONG A GIRVR TO THE 1JOT, THE GE P.111H.iS OF 60.00 FEET THROUGH A CENTS) xVE TO THE RIGHT HAVING A RADIUS OF 2.530.00 FEET THROUGH A AN ARC DISTANCE 373.14 FEET TO A Po- ON TRR SOT.T'H LNF, OF S NORTH 0ffi0'OB'RF.4f ALONG TIIE SOUTH LINE OF SAID EVBDIYISWN tl ALONG A CUYVN To 'ME IA:YI'. THE CENTER OF MUCH BEARS NORTH i RADIUS OF 2;170.00 FRET THROUGH A CENTILM, ANGLE OF OT25'44' A FEET; THENCE NORTH 09.15'04"WEST 55.91 FEET; THENCE NORTH 3,FO THENCE NORTH IIX15'02"WEST 187.64 FEEL'; THENCE SOUTH UT44'S8"1 ALONG A CURIE TO THE RIGHT HAVING A RADIUS OF 477.47 EEET' THE IWOO'00' AN ARC DISTANCE OF 100.33 FEET; THENCE SOUTH 20.44'60' THENCE SOUTH 6V31'20'EAST 253.17 FEET; TRENCH SOVTN 29"13'1 R"F NORTH 88.3L'27'WEST 002.06 !'EWl'; 'THBNL'E SUVfft 23"J.E'99'RILST 8.]I NO32lH 68`29'1 L'iST 162.93 FEEF; THPNCR NORTO 62•S4:J$"W59T 52.E NORTH 65"47'42"WESC 269.N1 FEET T(1 THR •P.ASTF.RLY R3GHT OP, RAY ] COUNTY RDA➢ (671h AVENUE SOUTH); TAENCE NORTE 26.OI'1 N"TUNA' A , NET TO A .1.1 OF CUSP; THENCE D-I.. COME TO THE LEFT HAVWI THE CENTER OF WIfICB REARS SOUTH 64'58.43"EAST, THROUGH A CENT AN ARC DISTANCE OF 79.09 FEET: T$BNCE NANC T8E-$01fIEER.Y LAIN CITY OF TUICM A SROR1' FIAT NO. (ir-1B-39 JN RECOR➢Sfl ONOER EIF NO. N505090619 SOUTH 68'31 `:tl"RAST 496.60 FEET TO THE;MOST SOU LOT 1; THENCE NORTH 1T20'13"$AST ALONG TAE'P,ASTERI.I,"LINE OF E PEEP, THENCE NORM 6T30'0B'.WESI ALYINC THW NORTHfiA.I SOUTH IT2N'li'HBNT AWNC "IN RR4TF.xI.Y IJNE OP . A JOT .7. PARCEL RNMENT td4 h$ THAT PORFTUH't ASDIN6^IVN. EANGJ4'4•yw, I CD]RENCLVC AT uxwsT MUARTEIj - T'HENL'B NOAIDNA NORM ,. A49.30 TH' MINT ON BELT: :."xTNL� COUITl'Y W POW OF F®CR HEJdtS - AND 6P07015; T. IF IM•2F!66". COVERER A- D' " ALD:'4's EAST -LAVING A. C OP;00.27'Ol" OF. 111.62 EERY THENCE "ter .BOO.pO' PI ICE NORTHERLY DLTJANCE OF 20 AvING A TO THE MGM. OF 147.92 CUINN T]EOUGB A'GIR OF T; ITB:NIJS THRNLTS NORTH 1'tlE NORTH 210.63 FEET; THENCE THENCE THENCE HENCE THENCE 'NTDAb+LN(;LE OP A OF SOL"N't6B{h ...,....... ...,...... .,......... .,,.... OP BECINN-OJC. PARCEL - I) . AND 6 IN SECTION 38, TOWNSHIP 21 NORM, AS FOLLOWS: D(WLST CORNER OF SAID GOVRRNTIENT LOT 5; THENCE SOUTH 13124'12"WEST SAID GOPERNIBMNT LOT 5, 695.70 FEET TO TAR TERN PRINT OF BEGINNING; EST 134.69 PPRTI THENCE SOUTH 23"2R'33'WEST 538.34 FF331' H LIN'C UP A FLOOD CONTROL EASSHEIT AND RIGHT OF RAY AE DEFINED IN NO. 31833 AS REC3RDED UNDER KING COUNTY AUDITOR'S MI.R N09. 60140>2 TELU•Y ALONG SAID EA.SWMRNT AND NORT OF WAY LIVE THE FOLLOWING AIf)NG Q CARVE TO THE RGCHT THE CENTL' .;:Ox,WHICII vc.APa SOUTH 10.47'54" ',AFOUL FNECT' RlljL'UGB A CENTRAL ANGLE; 4P 18'15;L4' AN ARC o"ANCR TANGENT CURVB'F9-TAR MGITT, THE RADIUS OF iffi- RF.ARS SOUTH O6'90'W' HS ALONG SAID CCRPE'TINROIIG,H A GRNT$IL %OLJS:DF 10'03'G4'. AN ANC THBNGE SOUTH 09"04'jV.ET 1J9.72 FBNF.TD A: NON TANGENT CLIAFE S OP:WHICL NNARS SOUTU 16 'WBBST 215.Bd' FF3ST: THENCE ALONG SAE] M1,.TO A NON TiTNff"T"(1(iA TO T[D: LEF ;:'i'HE RAUN OP WNCHBUSOUTH EANS DO FEEL'; THENCE�A77, z00 N, (1(. NT'B THRODGA A CF l0L ANGLE OF :E OP 156.75 FHCF'TOA NO[f;TANGta'T' CtRR'E TO THH LRPT, THY RARRIS O'10'S0'I/EST EE7.00 TRRT; FNGP. AI,ONI: SAID CURVE T8It000H,A CENTRAL IT DISTANCE Of 133.76 FEET' TO A NON'TA.YUEN'L--L'GRVE TO TItB L$P.T,.- AR4 -NDH/H 33.68'22"RByT'380.OD FTaT; TDPV.a GGlCATONG SAID CURTR E OP OTBlt38' AN ARC DINTANU. 9P 49.30 PR}T T1T A NON TANGENT RAIDS OF WRlf.N REAM NORTH fi'4709'7EST '804,60 FLY. :8 A CHV'[8AI 1NCiB OP %•11'W3 AN ARC DISTANC8''OV 382.45'[ERIF; AST 108.67 FEhT; SMENCE LEANING SAID �ASET1PHiV'•dFID..BIGITT OA'kAT EVE:' 75•}T:EF THSNCN'NOETR 29'14'IN"EASD`15.OR FSRC THENCE"" 33 FEET TO TI¢ FORST OP, SEGINFF..VO: TEAT PORTION or COVEwaa:NT LOT 8 N SECTION 35. TOWNSRE 23'-NA)I1TH, RANGE •(:4ASf OF -ME W.M., ON KING COUNTY. -TON, DEBCRERB AS FOLLOWS: COWENC.MG. AT A POINT, WHICH HAS' ORIGINALLY I-uD BY AV IRON PIPE, ON THE SOUTHEASTRHLY M.ARCIN OF THE ANNA MESS COUNTY ROAD (67th AVENUE SOUTH) AND FROM WHICH POINT THE.: SOUTHWEST CORNER OF THE SAID GOF4RNIENT LOT 0 BEARS SOUTH OY02'57"WEST 313.17 FEET: AND N'UH1H ei 57'03"WB9T 505.54 FRET, SAID ➢STAN.'.E9 NI:ING NIGSUNB.' -PECF"I Y, AT M.ANGIY' 'I. AND ALORG THE SO— BOUNDARY LINE OF SAID GOVERNMENT LOT; THENCE NORM 8 . '13'WM 1.64 FEET TO TOM SOUTHEASTERLY MARGIN OF SAID COUNTY ROAD AS IT MOST, AND THE POINT OF BEGINNING: THENCE NORTH 26'0115'FAST ALONG SAID RUAO MARGIN ' Y 15.13 FEET; TRENCH SOUTH 88'3M1'39TtAST 4RM1.56 FEET; 'TT Xcx SOUTH 23"l8'33'11EST' 97.93 MV1TO THE NORTH LINE OF A FLOOD CONTROL BASEMENT AND RIGHT OF WAY AS DEFINED IN RING .• - COUNTY RESOLUTION NO. 31833 AS RL'COEDED UNDER AUDITOR'S FEE NOS. 0014672 AND 6027015;....... THE NCP. WE.4TERLY ALONG SAID BASEMENT LINE THE FOLLOWING. COIDLSR9; TAF.NC.R 4U-4 A CURV8 TO - iHE LEFT HAVING A RADIUS OF A'20.00 THE CENTER OF WHICH BEARS SOUTH IO47'56"EAST 'THROUGH A CENTRAL ANGLE OF 04.2B'2f" AN ARC DISTANCE OF 3-9 FEET; THENCE SOVfO 74.49'25'WEST 15].00 FELT TO A POW FROM TURN THS POINT OF BEGINNING HEIRS NORTH 66'32'13"11EST; THENCE NORTH 86"32'13"IIF,9T W.9d EFFT TO THIS POINT OF 88GINNUIC. TOGETHER WITH: THAT PORTION OF THE ABANDORED RED 01 THE GRSP,N RIPER MFIM. ADJOINS AND IJE9 , DGTEEBN THE SOUTHERLY ETTRNSION OF MR FASIRR,T LINE AN➢ THE E45TERLY H.TFENSION OF THE SOUTH LINE OF LOT 4 OF CITY OF VUKV314 SHOAT PlA'f NO. E5-19-S9. RECORDFT UNDER KING COUNTY RECORDING NO. 8505090619, AND LIES NORTHERLY OF SAID RIVER; TOGETHER WITH THAT PORTION OF THE ABANDONED BEND OF TER CEEBN Rlt'ER IN GOVANfimxNT LOT IN SECTION 35. TOWNSHIP 23 NORM. K•NGN 4 EA:T OF THE W.N., WHICH ADJOINS. LYING SOUTHERLY OF SOUTH INOLh STRIGHT, -FEELY OF ME GREEN RIM AND T.ASTEID,Y OF LOT 4 OF CTTY OF TIIHWUA BOUNDARY ELSE ADJ USTNENT NO. 93-0085, RECORDED UNDER NING. COUNTY RECORDING NO. 931130T961; AND TOGETHER WITH THAT PORTION OF THE ARANDOBTD RED OF THE GIEFLN RIVER IN COVFRVMRNT LOT 5 AM) GOVxRAIISN1' LO'I 6, LYING WESTERLY OF THE GREEN RIPER AND LYING EASTERLY OF A LESS ESTABLISHED IN F o COUNTY RESOLUTION N0. 31533, AND A.F. NO. GD14672 AND (IM015. LA�`'�iA•NT�4 P.O. BCX 88028, �3KW'LA, (209) SJS 2- -, .A R iss iry,4 aoa o 0 0 CITY .OF 'rTJKWII,A A111- PARK._ I N.E. CORNER S.W. 1i4, N.C. 1/4 OF .. .• .` -'_`.. 449.3C - . _ uT-=SU-i1Tx IOtiLh_ T1 N'ETNJ-J .• BOL NDAPY.:. LINK. N'«. G..--'--- AT T C } +} 'l 5N'. 1/4. N.E. Ij1 6G.i5 - xl/A'r7 l S7 t' VJl E 1 V A' :: ' OF SEC. 3S -lti ). :-LV -0r 9 1.. _-W rytiM S 02D9'51' W s1i7'S0'u9•:•:.., 1N aoa^.' rVi) !1275 -\ S 05' 850', bU2?6' I ,...I .ins ,SEGALE OEjILE "8'. _ N )iY '6D",QtlADfUPI IT :• EASEMENT "•' N 2C:S9'11' Yl•y': ; --210.53` _' —_ - _i 1 _ 27.3V C.OV T. L )'1' pc ;, ' .. I .y"h i .:.f II •j. m •. I4, 5 07D0'30• W G? YYSST WA . * /W S35 ....,.. i'n ¢ // Zx /b•f „„.. ••5571' i 50. 1T NL ,/C. •• GOV'T_: Ln2 'f3 x \ x ' 52. c N 62544 0 15.93 ' S NON CIP PROPER' N 87' J/' U3' W vml - .. .,.?,- .*,-j.n _W.. `, `54r- A p sos. .s4.C.OV'r. +r .' S.W CCR. G.L 6 S .2 NQi F:0'fP.CV F;,S_M]tTS SOUR QUAP.TER CCR. Ni S. 5222C31. E02'iC'3, 602,0: SEC. 35 .'6 911 .310987, 3014672 " RC-'31b:3 X 691e Od W'Rn- 'A`E118T WARIER C017.' Q u N 8i' J6 03 V( }` . 1141.91.91. 1 _,_"Y lI ail ,• ... , R= 42C.00' DELTA- 04'2821' Lz NG:H 32./9' 2 FZ= 42C.00' DELTA- 151 14" DELTA- I09354 LCN CTII 111.82' LENGTH = 281.07' 3 R= 1600.00' 4 R= 2'5.00* DELTA- 2911 4 LENGTH - IC9J7' 5 R= 242.00' DELTA- 37C647" _ LENGTH - 156,7a' 6 R= 227.00' DELTA- 3345'39' LENGTH 133.75' 7 8 R= 36C.00' R= 607.50' DELTA 07.5139- DELTA- 34'1-'C3' LENGTH 4939' LENGTH = .55245' 9 R 50 00- DFI TA- 0 7 42' LENGh 79.89" '0 R= 50,00' DELTA- 84245 " LENGTH 367' LENGTH 83.11' 71 N ^_U00' UEL1Av 95 4' '2 13 H- 253000':AELTA- R= 2530.09' 0927'01" DELT?6. 0233'00' LENGTH 373'1' LENGTH - 112.60' 4 P 24 000 DEI ?A= 03'25'44' LENGTH - 1%/.82' H qI/.4/ DELTA= 13'00'00' LENGTH = 10833' .1 R ' 7470.00 DA TA- D9'.57'44" LENGTH = 429A -7 fi 1000.0,0' DELTA- OS'17'12" LENGTH 138.45' d H 450,V0 DELTA- 2516'59` LENGTH = 207.00' R= 40.00 UELIA_ 23*3957' LENGTH = 231.31' 20 11 R=.350000 .RL 79999' D1TA- 03.4120- UELTA= 16-44'11- LENGTH - 225.31' LENGTH = 261.51' 122,. R= 430.00' UELIA- 14'28'27' LENGTH 108.63' " 'j, NN' AS ESTABUSHED IN KING COUNT/ RESOLUTION NO. 31833 O AND RECORDED UNDER A.F, NOS. 60141577 AND 61177G15. •/%/ EA32NJIT .^ ,9 GRAPHIC SCALE 1 .?';y' 1 mon = zoo n > •' :. 167j59 N 1. :". : KM: N ME: SMM 1 Qp''e OF f=DART ZING ADIr19T.1FENT NO. L99-0000 A9 RECORDED UNDER IRNG COUNTYItLWttljERB ER, :9UU6090010 FOR: EA.L I `G TAT CONF1OTRl?[ON OF PARCELS _5'I355'M' 'mlai 54 58 A. D. C D. E 1ND F. '-SIIEET'~'3 OF LA-'PJANTA P.O. E30X 86028. ijlKVdI LA. -.WASH ING.DN, 9&1c8-2C28', ^s az ci, - ry . 'r V AV 3 A 2012� J'G4 ���lp"YIN"fi�iV � Recording Requested By And When Recorded Mail To: The City of Tukwila Department of Public Works 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Attn: Ryan Larson TITLE201PAGE-1111 000949 OF 015 CU 20080604000332 PAPAGE003POF 01S EAS 0.@0 06/04/2008 09:46 KING COUNTY, UP EASEMENT AGREEMENT Grantor(s): La Pianta LLC, a Washington Limited Liability Company Grantee(s): The City of Tukwila, a municipal corporation of the State of Washington, and The King County Flood Control Zone District, a quasi municipal corporation of the State of Washington Legal Description (abbreviated): Ptn. of Lot 4, BLA 93-0085, Recording No. 9311301961; Parcel B, BLA L99-0008, Recording No. 9906099010; and Parcels A, D & E, BLA L02-029, Recording No. 20021007900001 Additional legal description on page 10, hereinafter called Exhibit A. Assessor's Tax Parcel lD#: , 3523049018. 1 - —Motom and 3523049121 3523049115, 3523049119, 3523049116 (NOTE - DOCUMENT IS Project: Tukwila-205 Levee cJ'IC$'H'1[E BEING'kE-RECORDED TO GIVE NOTICE OF CORRECT `v PARCEL NUMBERS.) THIS EASEMENT AGREEMENT (this "Agreement11) is made as of the '30*4,_ day of i1' " , 2008, by and among La Pianta LLC, a Washington limited liability company, hereinafter called "Grantor", and The City of Tukwila, a municipal corporation of the State of Washington, and The King County Flood Control Zone District, a quasi -municipal corporation of the State of Washington, each hereinafter called a Grantee and both hereinafter collectively called "Grantees". RECITALS K -f- ! e LIU — La, jr 1-� A. Grantees have certain legal responsibilities with respect to the repair, maintenance and reconstruction of the Tukwila 205 Flood Control Project located in the City of Tukwila, Washington (the "Project"). B. Grantor owns certain real property located adjacent to the Project. C. The parties desire to enter into an agreement to create certain easements for the inspection, repair, maintenance and reconstruction of the Project as described and subject to the terms and conditions set forth below. AGREEMENT NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are acknowledged, the parties agree as follows: 1. Grant of Easements Grantor hereby grants and conveys to the Grantees, their successors and assigns easements (the "Easements"), subject to the terms and conditions set forth in this Agreement, under, over and upon those limited portions of the real property described in Exhibit A (the "Property") which are more particularly described in Exhibits B, C, and D attached hereto and by this reference made a part hereof, situated in King County, Washington, all for the specific and limited purposes set forth below: EASEMENT 99999-2033/LEG AL 14316665.1 PAGE 1 1. Flood Protection Easement. A perpetual right and easement in favor of Grantees in the land described in Exhibit B to construct, maintain, repair, operate, patrol and replace a flood control structure, including all appurtenances thereto ("Flood Protection Easement"); reserving, however, to Grantor, its successors and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired. 2. Access Road Easement. A perpetual easement and right- of-way in favor of the Grantees for ingress and egress for the sole purposes of inspection, repair and maintenance of the Flood Control Project in, on, over and across the land described in Exhibit C (the "Access Road Easement'); together with the right to trim, cut, fell, and remove therefrom all trees, underbrush, and other vegetation, obstructions, structures, or obstacles within the limits of the easement and right-of-way; reserving however, to Grantor, its successors and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired; this grant of easement being subject, however, to all easements, reservations, covenants, conditions and restrictions of record. Grantees acknowledge that the Access Road Easement Area, as described in (b) below, is currently paved to within a few feet of the Flood Control Project and is used for ingress and egress for nearby commercial buildings. Accordingly, Grantees and their employees, contractors and agents, shall not park vehicles or store equipment on the Access Road Easement Area. (a) Grantor reserves the right to relocate the Access Road Easement from time to time so long as the substituted site is of reasonably comparable size and is suitable for the purposes of this easement. (b) Except in cases of emergency, Grantees shall give written notice to Grantor of its intent to enter onto the Access Road Easement Area (as that term is defined below) no less than forty-eight (48) hours prior to each entry in order to allow Grantor sufficient time to remove any vehicles and other property of Grantor or its tenants that may be present within the easement area. In cases of emergency Grantees shall give such notice as may be reasonable under the circumstances. (c) The Access Road Easement shall be located in the area of land described and depicted in Exhibit C (the "Access Road Easement Area"). (d) Promptly after the exercise of this right to enter onto and use the Access Road Easement, Grantees, and each of them, and their respective employees, contractors and agents, shall restore the surface of the Access Road Easement to the condition existing prior to the entry, shall repair any damage occasioned by its or their entry onto and use of the Easement, and shall leave the Access Road Easement Area in good, neat, clean and safe condition. 3. Temoorary Work Area Easement. A temporary easement and right of way in favor of Grantees in, on, over and across the land described in Exhibit D from the date of this Easement Agreement through December 31, 2008, which date may be extended as mutually agreed to by the parties to allow completion of the levee rehabilitation repair construction for Project Job No. GRE-3-07, for the purpose of a work area (the 'Temporary Work Area Easement'), including the right to EASEMENT PAGE 99999-2033/LEGAL 14316665.1 temporarily stockpile fill and waste material thereon, move, store and remove equipment and supplies, erect and remove temporary structures on the land and to perform any other work necessary and incident to the construction of improvements to the Flood Control Project, together with the right to trim, cut, fell, and remove therefrom all underbrush, obstructions, structures, or obstacles within the limits of the Temporary Work Area Easement excepting, however, trees, which Grantees shall not disturb, injure, move, remove or damage; reserving however, to Grantor, its successors and assigns, all such rights and privileges as may be used without interfering with or abridging the rights and easement hereby acquired; this grant of easement being subject, however, to all easements, reservations, covenants, conditions and restrictions of record. (a) The Temporary Work Area Easement shall be located in the area of land described in Exhibit D (the 'Temporary Easement Area"). Grantees shall maintain the Temporary Easement Area in good, neat, clean and safe condition. (b) Promptly after the exercise of this right to enter onto and use the Temporary Work Area Easement, Grantees, and each of them, and their respective employees, contractors and agents, shall remove all stockpiled material and all equipment and personal property of Grantees, or either of them, and of their respective employees, contractors and agents, clean the surface of the Temporary Work Area Easement of any waste, restore the surface of the Temporary Work Area Easement to the condition existing prior to the entry, and repair any damage occasioned by its or their entry onto and use of the Easement. 2. Security for Road Access Easement No later than December 31, 2008, Grantees shall place and install locked bollards across the Road Access Easement at the toe of the Flood Control Project where it meets the Road Access Easement Area, and, if the Road Access Easement is relocated, shall promptly place and install locked bollards at the same relative location in the new Road Access Easement Area. Immediately upon installation of the bollards, Grantees shall provide to Grantor a key or combination to open the bollards, and shall ensure that Grantor has one or more keys, and/or an accurate combination or combinations, at all times so that Grantor has the ability at all times to open the bollards. The bollards shall be reasonably designed and placed so as to minimize any interference with use of the Road Access Easement Area by Grantor and its tenants. 3. No Rights Created in Public Nothing in this grant shall be deemed to be to be a gift or dedication of land to the public, or a grant of access to the general public or for recreational uses. The scope of this grant is expressly limited to Grantees, for their use and for the use of their employees and contractors, for the limited purposes described in this Agreement. 4. Grantees' Indemnification of Grantor Grantees, and each of them, and their respective successors and assigns, shall protect, indemnify, defend and hold Grantor, and its successors and assigns, harmless from and against any and all loss, costs, claims, suits, liabilities, causes of action and expenses of any kind or nature (including reasonable attorneys' fees) arising out of, related to, or incurred by reason of the exercise of the easement rights EASEMENT PAGE 99999-2033/LEGAL 14316665.1 granted hereunder. Without limiting the generality of the foregoing, Grantees, and each of them, shall protect, indemnify, defend, and hold harmless Grantor, and its successors and assigns, from and against any and all loss, costs, claims, suits, liabilities, causes of action and expenses of any kind or nature (including reasonable attorneys' fees) arising out of, related to, resulting from or incurred by reason of or based upon, the release onto or from Grantor's property by Grantees, or either of them, or any of their respective employees, agents, contractors and/or licensees, of any hazardous or toxic materials or substances, or the violation by any such party of any law or laws regulating the handling, treatment, storage, disposal, release, or transport of any hazardous or toxic materials or substances. S. Insurance Each Grantee shall maintain and keep in full force and effect a policy of general liability insurance in an amount not less than One Million Dollars per occurrence, and shall provide Grantor with a certificate of insurance or self insurance from time to time upon Grantor's request, and will name Grantor, its successors and assigns as Additional Insureds in the event one or both of the Grantees should choose not to self -insure. Each Grantee may self -insure its obligations hereunder. Except to the extent of any gross negligence on the part of Grantor, each Grantee shall indemnify and hold Grantor, its successors and assigns harmless from all claims, damages or causes of action, including attorneys' fees and court costs, arising from that Grantee's use of the Easements. 6. Binding on Successors and Assigns; Limited Right to Assign The rights, conditions, covenants and provisions contained in this Agreement shall inure to the benefit of and be binding on the parties hereto and their respective heirs, administrators, executors, successors and assigns and shall run with the land. Grantees and each of them shall have the right to assign their rights and interests under this Agreement to any one or more governmental entities that are created and then -existing under the laws of the State of Washington that have legal responsibilities in connection with the inspection, maintenance, repair, rehabilitation and replacement of the Flood Control Project. 7. Eminent Domain If any part of any easement area is taken by any governmental agency in the exercise of its power of eminent domain, the award granted under such proceedings, or any settlement in lieu thereof, for the taking of such property shall be wholly payable to Grantor. If less than all of the easement area is taken, the easement granted herein shall continue in full force and effect with respect to the portion of the easement area not taken. If all of any easement area is taken, the easement granted herein shall terminate and the obligations hereunder of Grantor and Grantee shall automatically cease and terminate as to that easement area when possession is transferred to the condemning agency except with respect to any obligations with respect to events occurring prior to the termination of the easement. 8. Grantor's Reserved Use Notwithstanding anything in this Agreement to the contrary, Grantor reserves the right to engage in any uses that are compatible with the full enjoyment by Grantees of the rights granted in this Agreement. 9. Miscellaneous (a) In the event of any action or arbitration by any party to this Agreement for breach of or to enforce any provisions or rights hereunder, the reasonable costs and expenses incurred by the substantially prevailing party in such action, including, EASEMENT PAGE 4 99999-2033/LEGAL 14316665.1 but not limited to, such substantially prevailing parry's reasonable attorneys' fees, shall be paid by the other party or parties to such action or arbitration. (b) Neither this Agreement nor any acts of any party shall be deemed or construed by the parties hereto, or any of them, or by any third person, to create the relationship of principal and agent, or of partnership, or of joint venture, or of any association. (c) Any modification, waiver, amendment, discharge or change of this Agreement shall be valid only if the same is in writing and signed and acknowledged by all of the parties, and an original thereof is recorded in the real property records of King County, Washington. (d) In the event any term, covenant, condition, provision, or easement contained in this Agreement is held to be invalid, voided or otherwise unenforceable, by any court of competent jurisdiction, such holding shall in no way affect the validity Pr enforceability of any other term, covenant, condition, provision, or easement contained in this Agreement. (e) Paragraph captions are inserted as a matter of convenience and for reference and in no way define, limit, extend or describe the scope of this Agreement or any of its provisions. 10. Completion of Agreement This Agreement shall not be binding on Grantor until (i) it has been executed and acknowledged by all parties, and (ii) a copy of the fully executed and acknowledged Agreement has been delivered to Grantor. EASEMENT PAGE 5 99999-2033/LEGAL 14316665.1 Entered into as of the day and year first above written. GRANTOR: LA PIANTA LLC, a Washington limited liability company By: Metro Land pevelo%pent, Inc. Its: Manager By: Mark A. Segale, i e President GRANTEE: THE CITY OF TUKWILA, a municipal corporation of the State of Washington GRANTEE: DISTRICT KING COUNTY FLOOD CONTROL ZONE a quasi municipal corporation By: Acting pursuant to Resolution No. FCZD2008-01.2 of said Grantee Name: Title: of Kina Coun EASEMENT PAGE6 99999-2033 /LEGAL 14316665.1 STATE OF WASHINGTON )- ) ss. COUNTY OF KING ) On this 3�O day of May, 2008, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Mark A. Segale to me known to be the person who signed as Vice President of the Manager of La Pianta LLC, a Washington limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Limited Liability Company for the uses and purposes therein mentioned, and on oath stated that he/she was duly elected, qualified and acting as said officer of the corporation, and that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written_ SUSAN A. THOMAS Notary Public State of Washington Print e: My Commission Expires Notary Public in nd for the State of Washington, May 01, 2010 residing at: My commission expires: O EASEMENT 99999-2033/LEGAL I a316665.1 PAGE 7 STATE OF WASHINGTON )- ) ss. COUNTY OF KING ) On this '50' day of M LLB , 2008, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared 7f i m i+ a -fay- i , to me known to be the person who signed as rn ra.U�c- of4+e City of Tukwila, a municipal corporation of the State of Washington, that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that ja, - was duly elected, qualified and acting as said officer of the corporation, that h C--- was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. i� • Q.eM�JP�"1- � T d.�vt� Print Name: Oa n Notary Public in and for the State of Washington, residing at: Ta. eorvt_o- My commission expires: i a - P7- ft EASEMENT PAGES 99999-2033/LEGAL 14316665.1 STATE OF WASHINGTON }- ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that _he signed this instrument, on oath stated that he is authorized to execute the instrument and acknowledged it as the of King County, acting on behalf of the King County Flood Control Zone District pursuant to Resolution FCZD2008-01.2 of said District to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Print Name: Notary Public in and for the State of Washington, residing at: My appointment expires: EASEMENT PAGE 99999-2033/LEGAL 14336665.1 EXHIBIT A UNDERLYING PROPERTY PARCEL(S) LEGAL DESCRIPTION Lot 4 as shown on Boundary Line Adjustment No_ 93-0085 recorded under recording number 9311301961. Also, Parcels A, D and E shown on Boundary Line Adjustment No. L02-029, recorded under recording number 20021007900001. Also, Parcel B shown on Boundary Line Adjustment No. L99-0008, recorded under recording number 9906099010. EASEMENT PAGE10 99999-2033/LEGAL 14316665.1 EXHIBIT B FLOOD CONTROL EASEMENT AREA LEGAL DESCRIPTION ALL THOSE PORTIONS OF LAND DESCRIBED AS LOT 4 AS SHOWN ON BOUNDARY LINE ADJUSTMENT NO. 93-0085 RECORDED UNDER KING COUNTY AUDITOR'S FILE NO. 9311301961, AND LAND DESCRIBED AS PARCEL "D" ON BOUNDARY LINE ADJUSTMENT NO. L02-029, RECORDED UNDER KING COUNTY AUDITOR'S FILE NO. 20021007900001, LYING WESTERLY OF THE ORDINARY HIGH WATER MARK ON THE LEFT BANK OF THE GREEN RIVER AND EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEASTERLY CORNER OF THE AFOREMENTIONED LOT 4; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 4 ALONG A CURVE CONCAVE TO THE NORTH THE RADIAL CENTER OF WHICH BEARS NORTH 200 20'04"WEST A DISTANCE OF 336.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 000 44'43" AN ARC LENGTH OF 4.37 FEET; THENCE LEAVING SAID NORTH LINE SOUTH 530 36'41"WEST 91.03 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 27.83 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 230 59'08" AN ARC LENGTH OF 11.65 FEET; THENCE SOUTH 290 37'33"WEST 91.54 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 117.83 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 050 31'44", AN ARC LENGTH OF 11.73 FEET; THENCE SOUTH 2411 05'49"WEST 88.46 FEET; THENCE SOUTH 220 34'48"WEST 71.63 FEET; THENCE SOUTH 180 39'07"WEST 97.03 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 37.83 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 210 09'15" AN ARC LENGTH OF 13.97 FEET; THENCE SOUTH 020 30'07"EAST 59.72 FEET; THENCE SOUTH 011 02'09"EAST 103.01 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 102.17 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 050 28'08" AN ARC LENGTH OF 9.75 FEET; THENCE SOUTH 04° 25'59"WEST 166.45 FEET; THENCE SOUTH 020 54'29"WEST 84.06 FEET; THENCE SOUTH 050 08'41"WEST 253.64 FEET, MORE OR LESS, TO INTERSECT THE EASTERLY BOUNDARY OF THE AFOREMENTIONED LOT 4, AND BEING THE TERMINUS OF THIS LINE. ALL SITUATE IN THE EAST HALF OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE W.M., CITY OF TUKWILA, KING COUNTY, WASH I N GTO N. EASEMENT PAGE II 99999-20332EGAL 14316665.1 EXHIBIT B FLOOD CONTROL EASEMENT AREA SITE DEPICTION 5 r th ► S 24054AW W 2 / Baas' i ° S 2TU4s" w' 7LW � r W 3 W�u z W W DoN c > T DELTA: - 23� 08' Q Q RAD1l1'3 27.8T LENGTH - tLW W W 1 RRADLIS - ZT W LENGTH - Wr pDELTA - 2T99W r j RADWS - 37.83' 1 LENGTH - 13.97* 3 Oq DELTA - OS28'08' RADIUS - T02Tr aD LENGTH - 976 5 DELTA - OO'4a'43' RADRJS - 33600' LE34GTH - 4 7 j 3 c< / O". \ r r EASEMENT PAGE 12 99999 2033/LEGAL14316665.1 EXHIBIT C ACCESS ROAD EASEMENT AREA LEGAL DESCRIPTION AN INGRESS AND EGRESS EASEMENT OVER SEGALE PARK DRIVE "A" AS SHOWN ON CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER KING COUNTY RECORDERS NO. 9906099010 AND ITS EXTENSION SOUTHERLY TO INTERSECT THE SOUTH LINE OF PARCEL "A" OF TUKWILA BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER KING COUNTY RECORDERS NO. 20021007900001. 01B;log A 20 FOOT WIDE INGRESS AND EGRESS EASEMENT OVER A PORTION OF PARCELS "WAND "E" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER KING COUNTY RECORDERS NO. 20021007900001 AND OVER A PORTION OF PARCEL "B" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER KING COUNTY RECORDERS NO. 9906099010, SAID 20 FOOT WIDE EASEMENT BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL "E"; THENCE SOUTH 660 31'27"EAST ALONG THE NORTH LINE OF SAID PARCEL "E" A DISTANCE OF 992.96 FEET TO AN ANGLE POINT ON SAID NORTH LINE, ALSO BEING THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE SOUTH 540 15'07"EAST 207.68 FEET; THENCE SOUTH 660 34'09"EAST 87.00 FEET; THENCE NORTH 230 25'51"EAST 20.00 FEET; THENCE NORTH 660 34'09"WEST 84.84 FEET; THENCE NORTH 540 15'07"WEST 207.80 FEET TO THE EAST LINE OF PARCEL "A" OF SAID BOUNDARY LINE ADJUSTMENT AS RECORDED UNDER KING COUNTY RECORDERS NO. 20021007900001; THENCE SOUTH 290 14'17"WEST ALONG SAID EAST LINE 20.13 FEET TO THE POINT OF BEGINNING. EASEMENT PAGE13 99999-2033/LEGAL.14316665.1 n EXHIBIT - C° ACCESS. ROAD EASEMENT SOUTH 180th STREET EASEMENT PAGE14 99999-2033/LEGAL 14316665.1 . . . EXHIBIT D TEMPORARY WORK AREA EASEMENT SITE DEPICTION EXHIBIT - D cv 4 TELTORAFrir (WORK AREA EASEMENT PAGE 15 99999-2033A.EGAL 1431666S. I Return Address: City of Tukwila City Clerks Office 6200 Southcenter Blvd Tukwila. WA 98188 RECEIVED M AY 3 0 2012 � .�.%IIO ITY uevELOPMEMT 7000114 167.00 r.�r .,.... ra+T nL�l+llb riTr D>C l�nvar .Ch oaf lorw �Cc nd\ Please print ortypetnrormauon ..+��--------- ----- — Doeumeiit Title(s) (or transactions contained therein): (ail areas applicable to your document must be filled in) 1. Ordinance Ka--2233_2. 3. 4' Reference Number(s) of Documents assigned or released: Additional reference Ws on page of document Grantor(s) Exactly as name(s) appear on document 2. Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 1. 2. — Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat•or section, township, range) Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number D Assessor Tax # not yet assigned The Auditor/Reeorder will rely on the information provided on this form. The staff will not read the document to verify the acc or completeness of the indexing information provided herein. am signing below and paying an additional $50 recording fee (as provided in RCW 36-18.010 and ,'erred to as ap emergency nonstandard document), because this document does not meet margin and -matting requirements. Furthermore, I hereby understand that the recording process may cover up or terwise obscure some part of the text of the original document as a result of this request" 20090617000114.001 Signature of Requesting Party Note to submitter: Do not sign-aboye nor pay additional S50 fee if the document meets 20090617000114.002 City of Tukwila Washington �� Ordinance No. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING BY REFERENCE A DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TUKWILA AND LA PIANTA LLC. FOR THE TUKWILA SOUTH DEVELOPMENT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the "Tukwila South Project" comprises approximately 512 acres of real property, and La Pianta LLC owns or controls approximately 503 of those acres, which is known as the "Tukwila South Property," generally located between the boundaries of South 178th Street/South 180th Street on the north; South 204th Street on the south; Orillia Road and Interstate 5 on the west; and the Green River on the east; and WHEREAS,. the Tukwila South Property is located within an Urban Growth Area and is appropriate for urban development pursuant to the Growth Management Act and the City's adopted Comprehensive Plan; and WHEREAS, La Pianta intends to develop the Tukwila South Property consistent with the Tukwila South Master Plan, which envisions the creation of a major new employment and housing base on the Tukwila South Property; and WHEREAS, the •City Council accordingly desires to enter into .a Development Agreement with La Pianta LLC for the Tukwila South development; and WHEREAS, a public hearing was held for this Development Agreement on May 18, 2009; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY ORDAINS AS FOLLOWS: Section 1. Development Agreement Adopted. The City of Tukwila hereby adopts the "Development Agreement by and between the City of Tukwila and La Pianta LLC, for the Tukwila South Development," a copy of which is attached hereto as "Exhibit A" and by this reference fully incorporated herein. Section 2. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 3. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force five days after passage and publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Special Meeting thereof this day of ��� _— .2009. ATTEST/AUTHENTICATED: - / Haggert ayor Christy O'Fla erty, CMC, City Citdrk \ Filed with the City Clerk: "� G APPROVED : - BY: Passed by the City Council: Published: Effective Date: - Office of the Ci or ey Ordinance Number: — Attachment: Exhibit A -- Development Agreement WAWord Processing\Ordinances\Tukwila South Development Agreement.doc LV:ksn 06/03/2009 Page I of 1 20090617000114.003 DEVELOPMENT AGREEMENT BY AND 00 BETWEEN THE CITY OF TUKWILA 09-1 AND LA PUNTA LLC FOR THE Council Approval 2233 9 T By Ordinance No. 2233 TUKWILA SOUTH DEVELOPMENT THIS DEVELOPMENT AGREEMENT ("Agreement") is made and entered into this loth day of June, 2009, by and between the CITY OF TUKWILA ("CITY"), a non -charter, optional code Washington municipal corporation, and LA PIANTA LLC, a Washington limited liability company ("La Pianta"). I. RECITALS WHEREAS, the Washington State Legislature has authorized the execution of development agreements between a local government and a person having ownership or control of real property within its jurisdiction and between a local government and a person owning real property outside its boundaries as part of a proposed annexation; pursuant to RCW 36.70B.170 through RCW 36.7013.210. WHEREAS, the "Tukwila South Project" (hereinafter defined) comprises approximately 512 acres of real property, which site is shown on the vicinity map attached hereto as Exhibit 1, and La Pianta owns or controls approximately 503 of those acres, which is known as the "Tukwila South Property" and legally described in Exhibit 2. The Tukwila South Project is generally located between the boundaries of South 178°i Street/South 180'' Street on the north; South 204th Street on the south; Orillia Road and Interstate-5 on the west; and the Green River on the east. Approximately 259 acres will be annexed to the City pursuant to this Agreement. WHEREAS, the Tukwila South Property is located within an Urban Growth Area and is appropriate for urban development pursuant to the Growth Management Act, and the City's adopted Comprehensive Plan. The City will provide public services to the Tukwila South Property, with the exception of power and water. WHEREAS, La Pianta intends to develop the Tukwila South Property consistent with the Tukwila South Master Plan ("Master Plan"). The Master Plan envisions the creation of a major new employment and housing base on the Tukwila South Property. The plan calls for approximately ten million square feet of development that would be accommodated in a combination of campus style research and office environments with a mix of other supporting uses such as retail, residential, commercial, hotel and flex tech ("Tukwila South Project"). The Tukwila South Project will use the topographic and environmental constraints of the site to define the limits of its development area, as shown on Exhibit 3 ("Development Areas" and "Non -Development Areas"). The Tukwila South Project includes the extension of Southcenter Parkway in an alignment along the west edge of the valley floor ("Southcenter Parkway Project"); thus, functioning as the major transportation arterial through the site. The Tukwila South Project will also contain an integrated,, internal circulation system of streets, sidewalks and pedestrian connections that link its various developments and will serve vehicles, cyclists and pedestrians. 06/10/2009 4- . Exhibit A to Ordinance No. 2233 20090617000114.004 WHEREAS, La Pianta's goals for the Tukwila South Project are for a return on investment, quality public infrastructure and service, certainty regarding the costs and flexibility in how and when it develops. The City's goals in the development of the Tukwila South Property include implementing its comprehensive plan, producing positive economic impacts to the City and promoting environmental quality, mitigating financial risk for City funds, and mitigation of project impacts. WHEREAS, a development agreement must be approved by ordinance or resolution after a public hearing. WHEREAS, a public hearing for this Development Agreement was held on May 18, 2009 and the City Council approved this Development Agreement by Ordinance No. 2233 on June 8, 2009. WHEREAS, this Agreement constitutes a final land use action pursuant to RCW 36.70C.020 and is subject to review pursuant to RCW 36.70C.101 et seq. NOW, THEREFORE, in consideration of the mutual promises set forth herein and the long-term benefit to both the City and La Pianta, the parties hereby agree as follows: 11. AGREEMENT 1. Proiect Description. The master -planned development to be sited on the Tukwila South Property in accordance with the terms and conditions of this Agreement as well as other applicable development regulations is called the "Tukwila South Project." As used in this Agreement, the term Tukwila South Project (or "Project") means the proposed development of the Tukwila South Property with a mix of uses, types and density of development, public and private infrastructure and amenities consistent with the Tukwila South Master Plan and this Agreement. 2. Zoning Approvals. 2.1 Comprehensive Plan Designation. The Tukwila South Property is described within the "Tukwila South" element of the City's 1995 Comprehensive Land Use Plan, as amended ("Comprehensive Plan"). This includes both the portion of the property currently located within the City limits and the portion within the City's Potential Annexation Area ("PAA"). The City's Comprehensive Plan provides for use of a master plan in the Tukwila South district to guide and authorize development. La Pianta-has submitted a Master Plan which identifies its development proposal. The City's Comprehensive Plan contemplates an overlay district for the property subject to the Tukwila South Master Plan. 06/10/2009 -2- 20090617000114.005 2.2 Master Plan Approval. In accordance with the City's Comprehensive Plan and TMC 18.40.075, the City approved the Tukwila South Master Plan on June 8, 2009. This Master Plan covers approximately 512 contiguous acres and provides the vision and framework for the creation of a "campus -type environment" focused on office and research facilities for emerging technology industries, along with a mix of supporting retail, residential, commercial and flex - tech and hotel uses. The Master Plan is. attached as Exhibit 4 to this Agreement and incorporated by this reference. The first phase of the Master Plan implementation will involve grading the entire site and installation of street and utility infrastructure. The approved Master Plan will remain in effect for the Term of this Agreement. The Master Plan may not be amended or superseded without the consent of both parties. In addition, any amendment to the master plan must follow the process for such amendments that is in effect at the time of the request. 2.3 Sensitive Areas Overlay and Master Plan. The City Council approved the designation of Tukwila South Property as a Sensitive Area Master Plan Overlay district on June 8, 2009. La Pianta has submitted for City review a Sensitive Areas Master Plan ("SAMP") for the Tukwila South Property. The Department of Ecology ("DOE") has issued a Section 401 water quality certification for the Tukwila South Property (Certification Order No. 2877, dated November 7, 2005) (the "401 Certification"). Pursuant to TMC 18.45.160.G.8, the City will review the SAMP to ensure it conforms to the conditions of the 401 Certification. If the SAMP conforms to the conditions of the 401 Certification and TMC 18.45.160, the Director of Community Development will take action to approve the proposed SAMP, pursuant to TMC 18.45.160.G, within 30 calendar days after the effective date of the annexation. The Sensitive Areas Overlay and associated SAMP require mitigation of impacts to sensitive areas associated with the Tukwila South Project through build -out. 2.4 Land Use Permit Process. The above referenced plans will be implemented in phases by a series of Land Use Permit Process applications. These include but are not Iimited to, applications for clearing and grading permits, tree permits, building permits, shoreline substantial development permits, development permits, design review approvals, conditional use permits, planned residential developments, and such other permits and approvals described in Chapter 18.104 of the TMC and necessary to authorize development and implementation of the Master Plan approval. The Land Use Permit process requires the applicant to demonstrate consistency with the requirements of the approved Master Plan, as implemented through the Tukwila South Overlay District described in Section 2.5 below. All land use fees not specifically addressed in this Agreement will be paid at the time of permit application or when otherwise due. 2.5 Application of Tukwila South Overlay District. Consistent with the Comprehensive Plan, the City has amended the Tukwila Municipal Code ("TMC") to adopt the Tukwila South Overlay District as Chapter 18.40, a copy of which is attached hereto as Exhibit 5. The purpose of the Tukwila South Overlay District is to encourage innovative uses, sites and comprehensive planning of large land parcels through a master plan. The Tukwila South Overlay contains the development regulations, including commercial design guidelines, that will apply to the Tukwila South Property. The City agrees to apply the Tukwila South Overlay District regulations to the portion of the Tukwila South Property within its PAA, after that area is annexed to the City. 06/10/2009 -3- 20090617000114.006 2.6 Shoreline Map Amendment. The City, by ordinance, has pre -designated a portion of the Tukwila South Project as "Tukwila Urban" under its Shoreline Master Program/Plan, TMC Chapter 18.44 ("SMP"). Upon completion of the annexation, the City shall, consistent with this development regulation, amend its SMP map to include the Tukwila South Property as urban. It is understood by the parties that this amendment is subject to the approval of the State Department of Ecology. The parties agree that this map designation does not vest La Pianta,to any shoreline regulations under the SMP. 3. Allowable Development. 3.1 Maximum Allowable Development. Except as otherwise provided herein, the maximum allowable development in the Development Area of the Tukwila South Project shall be limited to a maximum development (including any mix of buildings and permitted uses) that does not generate more than 10,166 Net New Trips (as defined below) from onsite development and is limited to 10.3 million square feet of new building floor area ("Allowable Development"). For the purposes of determining Allowable Development, new "building floor area" shall include new floor area generating vehicle trips, but shall not include floor area that does not generate vehicle trips, such as parking areas and mechanical space. 3.2 Site Clearing, Grading and Coverage. Subject to the limitations of Section 3.5 below, (i) up to 100% of the Development Area, outside of sensitive area or shoreline buffers, may be cleared and graded, and (ii) in the Development Area, up to 85% of the developable area served by each stormwater facility may be covered with impervious surfaces. 3.3 Limit on Certain Uses. The following uses in the Tukwila South Project will be subject to the restrictions set forth in this Section 3.3: (a) Movie theaters with three (3) or fewer screens shall be a permitted use. Movie theaters with more than three (3) screens shall be treated as special permission uses (TMC 18.41.060). (b) Regional malls shall be a prohibited use. For purposes of this Agreement, "Regional Mall" shall mean an independent, retail complex of at least 500,000 square feet of building floor area (as that term is defined in Section 3.1 above) containing privately -owned indoor and outdoor walkways for shoppers traveling to and from multiple retail uses. The square footage limitation under this definition shall be applied on a project -by -project basis, and shall not be applied to the Tukwila South Property as a whole. (c) No warehouse uses will be allowed in the Tukwila South Project beyond what is in existence at the time of execution of this Agreement, and redevelopment of existing warehouses to warehouse use will not be permitted. Notwithstanding the foregoing, with respect to existing warehouse. uses and buildings, La Pianta shall be entitled to undertake normal maintenance and repair, reconstruction in the 06/10/2009 -4- 20090617000114.007 event of casualty and condemnation, modifications necessary to meet current code requirements, and for each building, a one-time "minor expansion" (not exceeding 5% of building floor area). The City shall require special permission uses (TMC 18.41.060). approval for such "minor expansions". 3.4 Expansion Areas. Several parcels that are not currently owned by La Pianta are located within the Project boundaries and are more particularly described and depicted in.Exhibit 6. These parcels were included within the 512 acres analyzed in the Tukwila South EIS (hereinafter defined). The Tukwila South Overlay District regulations shall apply to these parcels if they are acquired and developed'by La Pianta during the Term of this Agreement. Another parcel owned by La Pianta, hereinafter referred to as the "Arnold Parcel", also described in Exhibit 6, was not studied as part of the Tukwila South EIS. La Pianta and the City acknowledge that the Tukwila South Overlay District regulations shall apply to the Arnold Parcel, but that additional environmental review may be necessary when La Pianta elects to develop 'the Arnold Parcel. In the event that La Pianta desires to. develop an Expansion Area under the Development Agreement, La Pianta shall provide (i) written notice to the City, (ii) evidence of its ownership or control of the Expansion Area(s) in question or the agreement by La Pianta and the owner(s) of the Expansion Area in question to subject such area to the terms of the Agreement, and (iii) evidence that no further additional environmental analysis is required beyond that covered in the Tukwila South EIS for the development proposed. 3.5 Floodplain Development Review. Development in any areas of the Tukwila South Property lying within a 100-year floodplain, as designated by the Federal Emergency Management Agency ("FEMX ), shall be subject: (i) to review by the City and/or agencies with jurisdiction to ensure that such development will not result in a "take" of any endangered species in violation of federal law; and (ii) to all laws and regulations governing development within such FEMA-designated 100-year floodplains that are in effect at the time of a complete development application (the "Floodplain Regulations"). The clearing and grading permit for initial, overall site development for the Tukwila South Project ("Clearing and Grading Permit") shall be executed in accordance with the Floodplain Regulations, as applicable. Upon completion of the clearing and grading, subject to the Clearing and Grading Permit, and the Levee Modification, as defined herein, La Pianta will prepare for review by the City a Letter of Map Revision ("LOMR"). The City shall forward the LOMR to FEMA for review and when the LOMR is approved by FEMA, future building applications will not be subject to the Floodplain Regulations. 4. Parties Obligations Under this Agreement. This Agreement establishes certain roles and responsibilities for the development of the Tukwila South Project, including but not limited to City commitments for partial funding and construction of certain public infrastructure improvements benefiting the Tukwila South Project, as well as the community at large, and La Pianta commitments to participate in the funding of certain public improvements, to fund all private aspects of the development and to develop the Tukwila South Property consistent with all applicable land use policies and regulations. 06/10/2009 -5- 20090617000114.008 4.1 Annexation. Upon execution of this Agreement, La Pianta shall submit a signed 60% petition for annexation to the City of Tukwila for the portion of the Tukwila South Property located within the PAA. The City will take all steps necessary to consider the annexation in a timely manner after submittal of a signed 60% petition. In the event that La Pianta fails to submit the 60% petition, the City may terminate this Agreement upon giving 14 days notice to La Pianta. Should the annexation fail to occur by December 31, 2009 (the "Outside Annexation Date"), this Agreement will terminate and all obligations herein will be extinguished. The Outside Annexation Date shall automatically be extended for the period of any review of the annexation by the Boundary Review Board, if. jurisdiction is taken, and/or the courts. For purposes of this Agreement, the "effective date of the annexation" hereunder shall be the date on which the ordinance of annexation of the Tukwila South Property adopted by the City Council is effective, final and unappealable. 4.2 Levee Modification and 404 Permit Approval. The City has submitted to the U.S. Army Corps of Engineers, Seattle District ("ACOE") an application for modification of the levee system in the Tukwila South Property which will, among other things, permit the removal of the existing cross -levee structure at South 196`h Street (the "Levee Modification"). La Pianta has submitted to ACOE an application for a Section 404 permit under the Clean Water Act, to permit the grading, filling and development of the Tukwila South Property as contemplated in the Tukwila South Master Plan (the "404 Permit"). The parties will take all reasonable steps necessary to secure from the ACOE the issuance of the Levee Modification and the 404 Permit in a timely manner. If either the Levee Modification or the 404 Permit has not been issued by the Corps, and all appeal periods having passed with no appeals filed, by June 30, 2010 (the "Outside Approval Date"), this Agreement will terminate and all obligations herein will be extinguished. The Outside Approval Date may be extended by mutual agreement of the parties. As provided herein, the parties will place in the Escrow (as established under Section 4.8.4.6 below) all documents, payments and other undertakings required to be delivered prior to the Outside Approval Date. Upon approval of the Levee Modification and issuance of the 404 Permit, the Escrow Agent (hereinafter defined) shall be instructed to release, deliver or record, as appropriate, all sums and documents held in escrow unless expressly provided otherwise in this Agreement. The City shall incur no costs for the maintenance of the new levee constructed as a result of the Levee Modification. Failure of La Pianta to secure maintenance for the levee prior to issuance of the Clearing and Grading Permit, shall result in denial of said permit. 4.3 Southcenter Parkway Project. 4.3.1 Southcenter Parkway Project Design. The City shall, using grant funds secured for this Project, promptly complete the final design of the extension and relocation of Southcenter Parkway from S. 180th. Street to S. 2001h Street ("Southcenter Parkway Project" or "SCP Project"), including necessary sewer, water, stormwater, natural gas, power and telecommunications utility system improvements associated with this roadway improvement project (the "Final Design Plans"), as documented in the 90% drawings completed by David 06/10/2009 -6- 20090617000114.009 Evans and Associates dated September 2005 (the "90% drawings") and on file with the City. The City may use up to $300,000 of the grant funds identified in Section 4.3.7 below for the purpose of completing the Final Design Plans; any costs to complete the Final Design Plans in excess of $300,000 shall be borne by the City. The Southcenter Parkway Project will provide additional access to the Tukwila Urban Center and the Tukwila South Project. Except as set forth in this subsection, the Final Design Plans shall not materially deviate from. the 90% drawings without the written consent of both parties. For the purposes of this Section, the Final Design Plans shall be deemed to "materially deviate" from the 90% drawings if the Final Design Plans include modifications to the 90% drawings that will result in a construction cost increase in the aggregate of more than $250,000. The Southcenter Parkway Project will not include the relocated South 178th Street improvements or the bike lanes as specified on the 90% drawings. 4.3.2 Land Dedication for Southcenter Parkway Project. La Pianta agrees to dedicate, at no cost to the City, the land necessary to construct the Southcenter Parkway as depicted in Exhibit 7. La Pianta waives all credit for this dedication of land against any traffic impact fee assessed for the Project. In addition, La Pianta agrees to waive any claim for just compensation pursuant to RCW 8.12 and any claims under the Washington and Federal Constitutions in connection with the dedication of this right-of-way. La Pianta shall deliver a signed but undated statutory warranty deed (free of all encumbrances and easements unacceptable to the City) for this land and a signed and dated right of way easement encumbering the same property described in the deed, in commercially reasonable form acceptable to the City, to the Escrow no later than 5 days after the effective date of the annexation specified in Section 4.1. Upon receipt, the City shall record the right of way easement and retain the undated deed in Escrow until the City is prepared to vacate Frager Road/Southcenter Parkway as provided in Section 4.10. Simultaneously with the transfer of the properties described in Section 4.10, the City shall cause the deed delivered by La Pianta into Escrow to -be dated and recorded. If the deed and the right of way easement are not delivered in the time specified by this Section, this Agreement will terminate. For the purpose of the real estate excise tax, the City acknowledges that the transfer of property pursuant to this section shall be for a "public use in connection with the development of real property" as provided under WAC 458-61A-205. 4.3.3. Planning and Design Work. La Pianta has provided the following planning and design services in connection with the Southcenter Parkway Project: (i) Geotechnical reports and information; (ii) Survey, topographical maps; (iii) As -built survey of utilities; (iv) Legal description of final right-of-way; (v) Plans and designs for wetland and stream mitigation, including plans for land, cost of restoration, permitting, on -going maintenance and monitoring; (vi) 30% design work; and (vii) Plans and designs for temporary stormwater detention and treatment for Southcenter Parkway Project during construction, and permanent 06/10/2009 -7- 20090617000114.010 stormwater detention and water quality facilities for Southcenter Parkway and South 200"' Street as more particularly described in Sections 4.3.5 and 5.4. 4.3.4 Hi hline/PSE/Southcenter Parkway Costs. La Pianta shall obtain power and gas utility service for the Tukwila South Project from Puget Sound Energy ("PSE") and water service from the Highline Water District ("Highline"). La Pianta shall pay for all costs related to the design and construction of Highline Water systems and PSE systems for the Tukwila South Project (not including costs for which PSE and Highline are responsible for undergrounding and relocation of existing systems, as described herein). The City shall cause Highline to relocate its existing water system facilities pursuant to its franchise agreement with the City. The City shall cause PSE to relocate and underground existing power and gas system facilities pursuant to its franchise agreement with the City and applicable tariff. Any costs or fees assessed to the City by those utilities for invoking either of the franchise terms discussed in this Section shall be paid to the City by La Pianta within 30 days of invoice. 4.3.4.1 Highline Water. The City will include the work for the relocation and upgrade of the Highline Water system utilities in its SCP Project bid as a bid additive (the "Highline Work"). The Highline Work will be accounted for and invoiced separately from the SCP Project. The City shall enter into an agreement with Highline pursuant to which Highline shall reimburse the City for the cost of the Highline Work. La Pianta shall enter into a separate agreement with Highline pursuant to which La Pianta shall reimburse Highline for La Pianta's portion of the costs of the Highline Work. Pursuant to Section 4.8.4 of this Agreement, La Pianta shall provide the City with a letter of credit in the amount of 110% of La Pianta's portion of the estimated cost of the Highline Work as security for payment of those associated costs. In the event that Highline fails to reimburse the City, pursuant to the terms of the agreement between the City and Highline, for La Pianta's portion of the cost of the Highline Work, the City may draw upon the letter of credit as provided in Section 4.8.4. In addition, La Pianta shall provide the City with a copy of La Pianta's agreement with Highline and evidence of timely payments to Highline thereunder. 4.3.4.2 PSE. The City will exclude the work for the PSE power and gas utilities from the SCP Project bid. PSE will provide the specifications for such power and gas utility work to serve the Tukwila South Project (the "PSE Work"), which will be constructed in coordination with the SCP Project. The PSE Work will be conducted by third parties on behalf of PSE. The bid documents and the final construction contract for the SCP Project shall include a "cooperation clause," requiring cooperation and communication between the City (and the City's contractor on the SCP Project), La Pianta LLC and PSE or PSE's designees and contractors undertaking the PSE Work. La Pianta shall indemnify and defend the City against delay claims made by the City's contractor for the SCP Project because of the PSE Work. La Pianta shall pay (i) PSE directly for La Pianta's share of the cost of the PSE Work in accordance with PSE Tariff Schedule 85, and (ii) the City directly for the City's share of the cost of the PSE Work in accordance with PSE Tariff Schedule 74. La Pianta's obligation under this Section 4.3.4.2 shall be secured by an irrevocable standby letter of credit in the amount of 110% of the City's estimated share of the PSE Work, naming the City as beneficiary as provided in Section 06/10/2009 -8- 20090617000114.011 4.8.4. In the event that La Pianta fails to pay the amount due under this Section 4.3.4.2 within thirty (30) days of demand by the City, the City may draw upon the letter of credit as provided in Section 4.8.4. 4.3.5 Southcenter Parkway Storm Drainage. La Pianta shall provide, at no cost to the City, sufficient capacity for all drainage from the Southcenter Parkway Project within the regional storm drainage facilities more particularly described in Section 5.4 to be constructed by La Pianta as part of the permanent stormwater drainage facilities for the Tukwila South Project. La Pianta shall provide easements granting the City the right to discharge stormwater from Southcenter Parkway and South 200th Street to La Pianta's regional stormwater facilities. La Pianta covenants that the regional stormwater facilities will be sized to accommodate stormwater run-off from the Tukwila South Project, including Southcenter Parkway, South 200'h Street and all other development proposed as part of the Tukwila South Project. The stormwater system includes a "South Facility" andd-a "North Facility", both as defined in Section 5.4 below. 4.3.5.1 South Facility. Easements and stormwater facilities for the South Facility may, at the discretion of La Pianta, be temporary, provided however, that except as provided in Section 4.3.5.3 below, La Pianta shall: (i) provide permanent, no -cost easement and stormwater facilities in the South Facility prior to the issuance of the first construction permit for a new building development in the Tukwila South Project; and (ii) ensure that the South Facility will be operational and ready for use prior to the completion of the Southcenter Parkway Project. 4.3.5.2 North Facility. At La Pianta's option, stormwater to be treated in the North Facility may be piped to the South Facility for treatment and discharge on an interim basis. The development of the North Facility shall occur prior to the date on which the capacity of the South Facility is fully utilized. 4.3.5.3 WSDOT/FHWA Approval. Immediately upon execution of this Agreement, the City shall amend its submissions to WSDOT/FHWA to describe the storm drainage plan for the Southcenter Parkway Project that is more particularly set forth in Section 5.4, and shall request approval for such change. La Pianta shall cooperate in good faith to provide all necessary documentation reasonably necessary to secure WSDOT's approval of such stormwater plan for Southcenter Parkway. In the event. that the stormwater plan for Southcenter Parkway described in Section 5.4 is not approved by WSDOT/FHWA, the City shall construct the stormwater ponds described in its original proposal to WSDOT, for treating and detaining stormwater runoff from Southcenter Parkway and South 200`h Street. In such case, La Pianta shall, within thirty (30) days of the City's written demand therefore, grant at no cost to the City temporary easements necessary to construct the stormwater ponds needed to accommodate the stormwater run-off from Southcenter Parkway and South 200th Street that was described in the City's original SCP Project proposal to WSDOT. The easement agreements shall provide that at such time La Pianta completes the South Facility and it is available to accommodate the run-off from Southcenter Parkway and South 2001h Street, the temporary easements shall terminate and shall be replaced by permanent easements to the South Facility. 06/10/2009 -9- 20090617000114.012 4.3.6 Southcenter Parkway Bidding/Construction. Upon the issuance of the 404 Permit contemplated in Section 4.2, the City shall be responsible for the bidding and construction of Southcenter Parkway ("Southcenter Parkway Project"). The City shall request formal bids from contractors for the construction of the Southcenter Parkway Project as soon as all necessary approvals and permits have been received. This Agreement is premised on the assumption that the project costs for the Southcenter Parkway Project (including the up to $300,000 allocated to completion of the Final Design Plans under Section 4.3.1 above) will not exceed available financing in the amount of $26,800,928 ("Construction Cost Cap"). The total project cost of the Southcenter Parkway Project ("Total Project Cost") shall be the lowest responsible bid received by the City, and shall allow and include up to a 15% construction management allowance and a 15% project contingency allowance. For the purpose of determining whether the Total Project Cost exceeds the Construction Cost Cap, the Total Project Cost shall not include the costs for the IHighline Work and PSE Work (which costs shall be paid by La Pianta and the utilities as provided in Section 4.2.4), and shall not include the City's costs for its employees in connection with or related to the management and/or supervision of the construction of the -Southcenter Parkway Project, which costs the City shall bear. The City shall use commercially reasonable efforts to minimize the Total Project Cost of the Southcenter Parkway Project. For purposes of this Agreement, "commercially reasonable efforts" means the actions normally taken to reduce costs for any City project. If the Total Project Cost exceeds the Construction Cost Cap, the City shall have no obligation to construct the Southcenter Parkway Project unless La Pianta gives written notice as provided herein to the City that La Pianta shall pay such difference ("Project Cost Differential"). In such case, the City shall send written notice to La Pianta of the Project Cost Differential, and La Pianta shall, within 15 days of receipt thereof, give the City written notice of whether La Pianta elects to pay the Project Cost Differential. If La Pianta elects to pay the Project Cost Differential, then La Pianta must provide the City cash security for such amount ("Cash Security") also within the 15 days. Provided that La Pianta timely provides the City such notice and Cash Security, the City shall promptly execute a construction contract for the Southcenter Parkway Project. If La Pianta does not timely provide the City with the notice and/or the cash security, the City shall reject all bids and this Agreement shall immediately terminate without further action required by any party. If La Pianta pays the Project Cost Differential, the City agrees to utilize the funds within the Construction Cost Cap prior to utilizing the Cash Security. Should any Cash Security remain after completion of the Southcenter Parkway Project, said remainder shall be refunded to La Pianta within thirty (30) days after final acceptance of the Southcenter Parkway Project. In the event of cost overruns in excess, of the Total Project Cost (including Cash Security for the Project Cost Differential), the City shall promptly notify La Pianta, and La Pianta shall provide additional Cash Security equal to or greater than the amount of any overruns within ten (10) days of invoice. Upon completion of the Southcenter Parkway Project, if state or federal auditors identify any charges that fall outside the scope of work, excluding mutually agreeable change orders and agreed to modifications to the scope of work, for the Southcenter Parkway Project, La Pianta shall be entitled to a refund for those sums identified within thirty (30) days after completion of said audit(s). 06/10/2009 -10- 20090617000114.013 4.3.7 Southcenter Parkway Financing. The City shall use $18,530,345.00 in state and federal grant money secured for the cost of design and construction of Southcenter Parkway Project. The City shall also utilize limited tax general obligation debt ("General Obligation Bonds") or other financing mechanisms to finance up to $8,250,000.00 dollars toward the construction of the Southcenter Parkway Project. In the event that any state or federal grant funds are withdrawn from the Southcenter Parkway Project prior to the Outside Approval Date (as defined in Section 4.2), the parties will use best efforts to seek replacement grant funds ("Replacement Funds"). If the parties are unable to secure commitments for such Replacement Funds by December 31, 2010, then this Agreement will immediately terminate, all obligations hereunder will be extinguished, and the Escrow shall be terminated. In the event that any additional state or federal grant funds, debt or credit enhancements, including but not limited to interest rate reductions, tax credits or reimbursements, and which are not Replacement Funds, are provided to the Southcenter Parkway Project, the parties shall equally share the economic benefit of such additional measures. 4.3.8 Closure of Southcenter Parkway and Frager Road. The City shall close the existing Southcenter Parkway and Frager Road from South 180"' Street to South 200"' Street during the construction phase of the Southcenter Parkway Project, except for local traffic, and agrees that La Pianta can use the roadway for project purposes, without compensation to the City or the need for issuance of right -of --way permits, provided that La Pianta maintains the roadway during that period of time and La Pianta's use does not unreasonably interfere with use for local traffic. La Pianta shall ensure that local traffic may access their properties from the north access point to Tukwila South. The City acknowledges that a certain portion of Frager Road and the existing stormwater pond new South 200"' Street shall be permanently closed and removed upon issuance of a grading permit to La Pianta for the purpose of constructing the "Green River Off - Channel Habitat Area." Provided that WSDOT approval for stormwater plan is granted pursuant to Section 4.3.5.3, the City shall permit La Pianta to use said portions of the right of way and existing detention pond for such purpose prior to conveying ownership of such parcels to La Pianta pursuant to Sections 4.10 and 4.11, provided however, La Pianta shall indemnify and hold the City harmless for any claims or damages because of or arising out of La Pianta's use or possession of this land, except to the extent caused by the negligence of the City, its employees or agents. Before commencing the construction of the Green River Off Channel Habitat Area, La Pianta shall provide temporary detention of stormwater from South 200`h Street in place of the removed stormwater pond until the South Facility is complete and operational. 4.4 , Sanitary Sewer System. As outlined in the Tukwila South EIS, additional sewer capacity may be required to serve the Tukwila South Project, as the Project develops. Sewer Lift Station #2 may need to be upgraded to create sufficient pumping capacity; and the force sewer main along Andover Park West from Minkler Ave to Strander Blvd (the "Force Sewer Main") may need to be upgraded to provide sufficient capacity to carry the additional flows generated by the Tukwila South Project. If at any time during the Term of this Agreement, a capacity analysis of the system shows that any of the Sewer Lift Station #2, the Force Sewer Main, or any other facility within the City's sanitary sewer system necessary to provide service to the Tukwila 06/10/2009 -11- 20090617000114.014 South Property (each a "Facility") is at 80% or more of its capacity, then the City shall promptly initiate its standard process of planning, financing and construction for improvement to the Facility (or more than one) necessary to provide adequate sanitary sewer service to accommodate the Allowable Development. The City will finance the construction of the Facility through bonds or any other source of City capital funding and/or through connection fees, sewer rates or other charges to be paid by all the benefited ratepayers. If the City elects to form a Utility Local Improvement District ("ULID") or other special district to pay for the Facility, La Pianta shall execute a No Protest ULID Agreement for the formation of an ULID to provide improvements to the sanitary sewer system as outlined herein. The No Protest agreement shall be in a form . acceptable to the City. La Pianta shall be responsible for paying citywide sewer system connection charges and fees at the time of each building permit application, subject to the terms of any applicable No Protest Agreement as described herein and La Pianta's participation in any ULID or special district assessment. Construction of the initial Southcenter Parkway sewer line serving the Tukwila South Property will be included in the cost of the Southcenter Parkway Project, and therefore a portion of the cost of the sewer improvements will be funded by sources other than the City. La Pianta or Parcel Builders (hereinafter defined) shall pay sewer connection charges based on the total project cost. Each sewer connection charge paid by La Pianta or a Parcel Builder for the initial Southcenter Parkway sewer line shall be credited to La Pianta as O&M Revenue pursuant to Section 4.8.3. 4.5 Parks and Open Space. 4.5.1 Bike/Pedestrian Trail. Within thirty (30) days of the effective date of the annexation, La Pianta shall donate to the City an easement for a north -south trail system through the Tukwila South Property from S. 180t' Street to S. 204a' Street, provided however, that the City shall not permit the public to use the easement area until the later of (i) three (3) years after the conveyance of the easement, or (ii) completion of initial site grading and the Green River Off Channel Habitat Area, but not later than four (4) years after the conveyance of the easement. The width of the easement shall be at a minimum14 feet or such greater width as may be required under the City's Shoreline Master Program. The easement shall be delivered into the Escrow. The bike/pedestrian trail shall be located along the Green River within the crown of the levee. When the new levee is constructed, as contemplated by this Agreement, the easements will be revised to follow the crown of the new levee configuration. La Pianta waives any credit for this donation against any future park impact fee assessed against the Project and waives all claims for just compensation pursuant to RCW 8.12 and State and Federal Constitutions. La Pianta shall not be responsible for costs of construction or maintenance of any improvements within the trail easement. La Pianta will develop and submit to the City for approval a plan for trails and bike/pedestrian connections within the Tukwila South Property. The Plan will identify the general goals and objectives of a system of pedestrian connections for the Tukwila South Property and will identify possible locations for eight (8) 14 foot wide pedestrian corridors and connections from the bike/pedestrian trail described above through the Tukwila South Property, 06/10/2009 -12- 20090617000114.015 in locations approved by La Pianta, to off -site pedestrian trails and City rights -of -way. The eight locations will include the City's existing trail connection points at South 1801h Street, South 20e Street and South 204`h Street. La Pianta will complete this plan and submit it for approval to the Parks and Recreation Director by December 31, 2011. 4.5.2 Green River Pedestrian Bridle. La Pianta shall be responsible for $500,000.00 toward the cost of construction of a pedestrian bridge across the Green River to the Green River Trail and Briscoe Park (the "Bridge"). Any additional cost for this bridge project and all permitting obligations shall be the responsibility of the City. Within thirty (30) days of the date the City notifies La Pianta that the City will make application for a grant or grants for any portion of the cost of construction of the Bridge, La Pianta shall provide to the City a letter of credit in the amount of $500,000 pursuant to Section 4.8.4.3 of this Agreement. The letter of credit shall have a term of one (1) year (or less than one year in the initial year, as set forth in Section 4.8.4.4) and shall be renewed until the $500,000 payment is made to the City. In the event that La Pianta fails to pay $500,000 to the City within thirty (30) days of the date the City notifies La Pianta that any grant(s) have been awarded to the City, which grants, together with other funds available to the City, will underwrite the full cost of construction of the Bridge, the City may draw upon the letter of credit as provided in Section 4.8.4. The City will use best efforts to obtain full funding to provide the additional funding necessary to complete construction of the Bridge project. If the City is unable to obtain grant funding for construction of the Bridge within five (5) years of the date of this Agreement, then La Pianta shall pay $500,000 in cash to the City within thirty (30) days after such date, or the City may thereafter draw upon the letter of credit as provided in Section 4.8.4. If the City is unable to secure adequate funding for the Bridge, the City may utilize the $500,000.00 for general park facilities within the Tukwila South area. La Pianta waives credit for this donation against any future park impact fee assessed for the Tukwila South Project and waives any claim for just compensation pursuant to RCW 8.12 and the State and Federal Constitutions. The City and La Pianta acknowledge that construction of the Bridge will occur after December 31, 2012 when significant development has occurred within the Tukwila South Project. Prior to commencement of construction of the Bridge project, La Pianta shall grant to the City an casement in commercially reasonable form on a portion of the Tukwila South Property for the purpose of installing and maintaining bridge supports and touchdowns (the "Bridge Easement"). The area of the Bridge Easement shall not exceed 3,000 square feet and shall be located subject to mutual agreement of the parties, provided such location shall be within the river buffer of the City's Shoreline Master Program. If the City has obtained funding and is commencing construction of the bridge, La Pianta shall grant the Bridge Easement within thirty (30) days of the City's request. 4.5.3 Donation of Levee Easements. La Pianta will grant permanent easements, at no cost to the City, on property under its ownership, to the City of Tukwila for improvements to the City's levee system on the west side of the Green River. The easements will be sized to accommodate (i) an overall slope gradient of 2.5:1 on the river side of the levee from S. 196'h Street to S. 204'h Street; (ii) a slope gradient of 2:1 on the landward side of the levee from S. 196' Street to S. 204' Street and on both sides of the levee from S. 180th Street to S. 1961h Street and (iii) a 14=foot-wide . levee crown. In each case, the easement area to be granted will 06/10/2009 -13- 20090617000114.016 commence at the waterside toe of the existing levee. If levee improvements are made before redevelopment in the existing Segale Business Park, the levee improvements shall not unreasonably interfere with La Pianta's use of the existing Segale Business Park. "Unreasonably interferes" shall be deemed to include, without limitation, any restriction on the use of the existing buildings or the paved areas around them. If it is determined that additional easement area is needed, the City will negotiate with La Pianta or take necessary legal action to acquire the additional easement. The easements referenced in this section shall be delivered to the Escrow within thirty (30) days of the effective date of the annexation. 4.6 Fire Service. 4.6.1 Voluntary Fire Impact Fee. Pursuant to RCW 82.02.020, La Pianta agrees to voluntarily pay a fire service mitigation fee of $0.50 per square foot for commercial/industrial development and $500.00 per dwelling unit for residential development. If the City adopts a fire impact fee pursuant to RCW 82.02 or other enabling legislation, those impact fees will apply to the Tukwila South Project, replacing the fee set forth above, and will be assessed at the time of building permit issuance. In either case, La Pianta will not be assessed an impact fee for new development which replaces existing building square footage, currently served by Tukwila Fire, if redeveloped. 4.6.2 Donation of Land for Fire Station. La Pianta shall donate to the City up to three (3) acres of undeveloped land along Southcenter Parkway south of South 1806' Street for future use as a fire station. The location of the specific property must be mutually acceptable and the property shall meet the following criteria of the City: (1) Able to accommodate a 25,000 gsf building, parking and outdoor storage (more specific detail will be provided by the City's architect no later than 180 days after execution of this Agreement); (2) level topography; (3) rectilinear site; (4) clear title (i.e., subject to Bens and encumbrances approved by the City, created under this Agreement, or which are not inconsistent with the City's intended use); (5) soils capable of bearing the load of the proposed fire station without shoring, bracing, piling, or other extraordinary construction methods, and containing no hazardous substances; (6) direct access onto an arterial street; (7) located in the vicinity of S. 180`h Street, but outside the shoreline environment. La Pianta shall transfer such property to the City in its as -is, where -is condition, without warranties other than good title. No credit will be given against any fire impact fee for this land donation. The parcel will be identified and agreed upon, and the deed therefore shall be delivered to the Escrow, prior to the City Council's adoption of the ordinance vacating existing Frager Road, as provided in Section 4.11 below. La Pianta will be responsible for all closing and escrow costs associated with this land donation. La Pianta waives any credit for this land donation against any fire impact fee assessed under the Tukwila Municipal Code. For the purpose of the real estate excise tax, the City acknowledges that the transfer of property pursuant to this section shall ' be for a "public use in connection with the development of real property" as provided under WAC 458-61A-205. The City agrees to cooperate with La Pianta to implement modifications to the boundaries of the fire station parcel (prior to commencement of construction of the fire station) to promote logical development of adjacent lands by La Pianta, as long as such modifications are consistent with the parameters set forth above. 06/10/2009 -14- 20090617000114.017 4.7 Impact Fees. Nothing in this Agreement shall preclude the City from assessing duly enacted impact fees to this Project at the time of building permit issuance. 4.8 Ci1y Revenues and Costs; La Pianta Financial Guarantees. 4.8.1 Operations and Maintenance Services. Pursuant to the protocols set forth in Section 4.8.3, the City will track the following revenue generated from the Tukwila South Property (including all use and development thereon): sales tax, real estate excise taxes, utility taxes, franchise fees, business license revenues, commercial parking taxes, hotel/motel tax, admission tax, where those taxes and/or fees are paid by the owners of property or businesses developed as part of the Tukwila South Project (collectively, the "O&M Revenue"); provided; however, that if the Washington State Department of Revenue begins to report liquor excise taxes, motor vehicle excise taxes and/or fire insurance premium taxes in such a way that they can be identified as having been generated from the Tukwila South Property, then each of those taxes that is so reported shall be included in O&M Revenue. The O&M Revenue will not include any property tax revenue from the Tukwila South Property, or any revenue from any business or land use existing or in operation on any portion of the Tukwila South Property as of the date of this Agreement. The City will also track expenditures related to providing operations and maintenance public services to new development within the Project and pre -construction expenses related to the Project, including without limitation, the provision of police, fire, public works and parks services allocable to new development at Tukwila South, the pro-rata capital costs for such services (not covered by impact fees), and the pro-rata operations and maintenance expenses related to the Southcenter Parkway Project once completed (collectively, the "O&M Expenses"). The City covenants to use commercially reasonable efforts to minimize the O&M Expenses during the Term of this Agreement (i.e., the same efforts the City uses to minimize its O&M Expenses city-wide). On or before March 31, 2010 and each March 31 thereafter, the City shall provide to La Pianta an Annual Statement (hereinafter defined). If for any year the Annual Statement shows that O&M Expenses have exceeded O&M Revenue, La Pianta shall pay the difference to the City within thirty (30) days of receipt of the Annual Statement ("O&M Guarantee"). If for any year the Annual Statement shows that O&M Revenue has exceeded O&M Expenses, the City is not prohibited from using the excess funds for general City purposes. If La Pianta requests an audit of an Annual Statement pursuant to Section 4.8.3, it shall nonetheless pay to the City any amount shown to be due by the Annual Statement within thirty (30) days of receipt of the Annual Statement, and if the audit shows an error in the Annual Statement then the City shall refund to La Pianta any sums it has paid that were not due pursuant to this Section 4.8.1, or La Pianta shall make any additional payment due, in either case within thirty (30) days of the Accountant's decision. La Pianta's total obligation under this section 4.8.1 shall be limited to $12,000,000. 06/10/2009 -15- 20090617000114.018 4.8.2 General Obligation Bonds and Increased Property Tax Revenues. Pursuant to the protocols set forth in Section 4.8.3, the City shall track the Increased Property Tax Revenues from the Tukwila South Property. For the purposes of this section, "Increased Property Tax Revenues" shall mean the property tax revenue attributable to that property annexed to the City of Tukwila pursuant to this Agreement. If any Annual Statement shows that the Increased Property Tax Revenue in that year is less than the annual debt service for the General Obligation Bonds in that year ("Debt Service Shortfall"), then La Pianta shall pay to the City within thirty (30) days of receipt of the Annual Statement a sum equal to the Debt Service Shortfall. However, notwithstanding the foregoing, (a) the City shall be responsible for debt service on the first $6,000,000 of bonds, and (b) La Pianta's yearly obligation under this Section 4.8.2 shall not in any year exceed a sum equal to the difference, between the total annual debt service on the General Obligation Bonds in that year minus the debt service on $6,000,000 of those bonds in that year. If, for any year, the Annual Statement shows that .Increased Property Tax Revenue has exceeded the City's annual debt service for the General Obligation Bonds in that year, the City is not prohibited from using the excess funds for general City purposes. For example, if the City issues General Obligation Bonds totaling $7,000,000, the City will be responsible for the first six -sevenths of the debt service ($6,000,000 divided by $7,000,000) in each year, whether or not the Increased Property Tax Revenues are sufficient to fully provide for that portion of the debt service. If there is no Debt Service Shortfall in a given year, the City will be responsible for all of the debt service in that year. If, in this example, however, there is a Debt Service Shortfall in a year, then for that year La Pianta will be responsible for the Debt Service Shortfall up to one -seventh of the debt service on those General Obligation Bonds and must make a shortfall payment to the City in that amount. In no event will the City issue more than $8.25 million of General Obligation Bonds. If La Pianta requests an audit of an Annual Statement pursuant to Section 4.8.3, it shall nonetheless pay to the City any amount shown to be due by the Annual Statement within thirty (30) days of receipt of the Annual Statement, and if the audit shows an error in the Annual Statement then the City shall refund to La Pianta any sums it has paid that were not due pursuant to this Section 4.8.2, or La Pianta shall make any additional payment due, in either case within thirty (30) days of the Accountant's decision. 4.8.3 Project Revenue/City Expenditures — Protocols. Within thirty (30) days of execution of this Agreement, the parties will meet and confer regarding the development of accounting protocols for tracking Project revenue and City expenditures related to the Tukwila South Project, as required under this Section 4.8. Within thirty (30) days of said meeting, the parties shall retain the services of a mutually agreeable certified public accountant with expertise in municipal accounting (the "Accountant"). With the assistance of the parties, the Accountant will develop protocols for tracking revenue and expenditures consistent with the terms of this Section 4.8. The protocols will be developed and will be reduced to writing in the form of a memorandum of understanding signed by both parties within one hundred eighty (180) days of 06/10/2009 -16- the retention of the Accountant. Each parry will share equally the cost for the Accountant's services outlined in this section. In the event that the parties do not execute the memorandum of understanding documenting the accounting protocols within one hundred eighty (180) days of the retention of the Accountant, this Agreement shall terminate. On or before March 31, 2010 and each March 31 thereafter, the City shall prepare a statement ("Annual Statement") showing the O&M Revenue, O&M Expenses, 0&M Guarantee, the Increased Property Tax Revenues, the annual debt service for the General Obligation Bonds, any Debt Service Shortfall, and the portion of any Debt Service Shortfall which La Pianta has guaranteed under the terms of this Agreement, consistent with the protocols set forth in the memorandum of understanding. If La Pianta questions the City's determination of any of the items set forth in the Annual Statement for the prior calendar year, La Pianta may request an audit of the disputed matter from the Accountant who developed the protocols, or his or her designee. Within thirty (30) days of La Pianta's request, the Accountant shall review the Annual Statement and La Pianta's dispute therewith, and render a decision based on generally accepted governmental accounting practices, the protocols, and the terms of this Agreement. The Accountant's decision shall be final and binding on the parties, excepting manifest error by the Accountant. The parties agree to cooperate in good faith with the Accountant concerning any requests for information or documentation to resolve the issue. If there is a variance of 10% or more between the Accountant's decision and the City's determination of revenue or expenditures, the City shall pay the cost of the audit. If the variance is less than 10%, La Pianta shall pay the cost of the audit. 4.8.4 Securitv for La Pianta's Financial Guarantees. 4.8.4.1 O&M Guarantee. 4.8.4.1.I O&M Collateral. La Pianta's obligation under Section 4.8.1 (not to exceed $12,000,000) shall be secured during the Term of this Agreement by collateral comprised of (i) an irrevocable standby letter of credit naming the City as beneficiary ("O&M LC"), and (ii) a first -lien deed of trust on Building No. 931 located in Segale Business Park, which is currently occupied by Qwest Communications Corporation ("O&M Deed of Trust"). If La Pianta fails to pay timely any amount due under Section 4.8.1, the City may draw upon the O&M LC and/or foreclose on the O&M Deed of Trust as provided in this Section 4.8.4. 4.8.4.1.2 O&M LC. (a) The O&M LC shall be in the form, and meet the requirements, set forth in Section 4.8.4.4 below. The O&M LC shall be in the sum of $6,000,000 and shall -be delivered to the Escrow Agent following Boundary Review Board action on the annexation described in Section 4.1 but no later than 10 days before the date on which the City Council is scheduled to take final action on the annexation at a public meeting. To the extent La Pianta makes any payments to the City under the O&M Guarantee, then the amount of 06/10/2009 -1 7- 20090617000114.020 the letter of credit shall be reduced by 50% of the total of such payments, and the credits set forth in Section 4.4, except that the amount of the O&M LC shall not be less than $2,000,000 at any time during the Term. The amount of the O&M LC shall be determined annually pursuant to the foregoing upon renewal. If a longer term 0&M LC is provided, the amount shall be recalculated annually on the anniversary of the initial issuance date and may be adjusted at that time. If La Pianta is not required to make any payments to the City under the O&M Guarantee, then at any time, and from time to time, during the last five (5) years of the Term, the parties may agree to a reasonable reduction in the amount of the O&M LC, taking into consideration the remaining Term of this Agreement, the historical receipt of O&M Revenue by the City, the likely obligation of La Pianta pursuant to the O&M Guarantee, the security provided under the O&M Deed of Trust, and all other relevant factors. (b) Failure of La Pianta to provide and maintain the O&M LC at the time and in the amount required by this Section 4.8.4.1, where such failure continues after written notice from the City specifying the nature of the default and 20 days' opportunity to cure, shall entitle the City to accelerate that portion of the O&M Guarantee obligation represented by the amount of the O&M LC, draw on the 0&M LC, and deposit the amount drawn ("O&M Deposit") into an escrow account with the Escrow Agent described in Section 4.8.4.6 (the "Escrow Agent"), except that in the case of a failure to provide a replacement of the O&M LC no later than 15 days prior to its stated expiration, no notice and opportunity to cure shall be required prior to a City draw on the O&M LC. The City may subsequently draw upon the O&M Deposit if La Pianta shall default on its obligations under the O&M Guarantee. If the City shall draw on the O&M Deposit at any time during the Term of this Agreement, La Pianta shall, within 30 days of notice by the City, restore the O&M Deposit to the amount required at the time the O&M Deposit was established. Upon expiration of the Term, any remaining funds held in the escrow account, including any remaining accrued interest, shall be released to La Pianta. La Pianta's obligation to provide the O&M LC, and the City's remedy for failure to provide the O&M LC, shall not be subject to the Dispute Resolution Process set forth in Section 7 of this Agreement. 4.8.4.1.3 O&M Deed of Trust. (a) The remaining $6,000,000 of La Pianta's total potential liability under the O&M Guarantee shall be secured by the O&M Deed of Trust. The O&M Deed of Trust shall be in the form attached to this Agreement as Exhibit 8 and shall be delivered to the City at the same time that the O&M LC is delivered to the Escrow Agent. La Pianta shall have the right, to substitute as security from time to time one or more deeds of trust in the same or similar form on other real estate acceptable to the City in the exercise of reasonable discretion, so long as the unencumbered value of the substituted collateral is equal to or greater than $9,000,000 as shown by a current appraisal performed by a neutral appraiser having no less than 10 years' experience appraising commercial property in the area in which the real estate is located, with appraisal cost shared equally between the parties. Any permitted substitute deed of trust given under this Section 4.8 shall be delivered to the City in an escrow arrangement (the cost of which shall be paid by La Pianta) that provides for delivery and recording of the substitute deed of trust simultaneously with release of the original deed of trust. 06/10/2009 -18- 20090617000114.021 Substituted collateral must be located in the State of Washington, shall have an appraised value of nine million dollars ($9,000,000) or more, shall be income producing, shall be improved by structures of a quality that is the same as or similar to the improvements existing on the land encumbered by the initial deed of trust, and shall be of a character suitable as collateral for a substantial commercial loan from a recognized commercial real estate lender. The City shall not have the right to unreasonably reject proposed substitute collateral, and the characteristics listed in the previous sentence will be relevant in determining reasonableness of a City rejection. (b) In the event of a default that entitles the City to foreclose on the O&M Deed of Trust, then the O&M Deed of Trust shall provide that there shall be no default entitling the City to foreclose the O&M Deed of Trust until (1) La Pianta shall have failed after notice and 20 days to cure to pay the sum(s) required under the terms of this Agreement, (2) the City has drawn on the letter of credit (or cash deposit) securing the obligation in default to the maximum amount of the letter of credit (or cash deposit) and has applied the sum(s) so drawn to the obligation in default, and (3) there remains outstanding an additional sum due under the terms of this Agreement for which the deed of trust has been granted as security. 4.8.4.2 Southcenter Parkway Proiect General Obligation Bonds Guarantee. La Pianta's obligation pursuant to Section 4.8.2 of this Agreement to guarantee a .portion of the General Obligation Bonds (the "Bond Guarantee") shall be secured during the Term of this Agreement by a separate irrevocable standby letter of credit naming the City as beneficiary ("SCPW LC"). The amount of the SCPW LC shall be determined annually as of January 1 of each calendar year during the Term of this Agreement, and shall initially be in the amount of $185,000, and, upon issuance of the General Obligation Bonds, shall be adjusted to an amount equal to twice the average annual debt service on the Bonds for that portion of the General Obligation Bonds that exceeds $6,000,000. The SCPW LC shall be delivered to the Escrow Agent before the date on which the City awards the contract for construction of the Southcenter Parkway Project. If La Pianta fails to pay timely any amount due under Section 4.8.2, the City may draw upon the letter of credit as provided in this Section 4.8.4. Failure of La Pianta to provide and maintain the SCPW LC at the time and in the amount required by this Section 4.8.4.2, where such failure continues after written notice from the City specifying the nature of the default and 20 days' opportunity to cure, shall entitle the City to accelerate that portion of the Bond Guarantee that is represented by the amount of the SCPW LC, draw on the SCPW LC, and deposit the amount drawn ("SCPW Deposit") into an escrow account with the Escrow Agent, except that in the case of a failure to provide a replacement of the SCPW LC no later than 15 days prior to its stated expiration, no notice and opportunity to cure shall .be required prior to a City draw on the SCPW LC. The City may subsequently. draw upon the SCPW Deposit if La Pianta shall default on its obligation under the Bond Guarantee. If the City shall draw on the SCPW Deposit at any time during the Term of this Agreement, La Pianta shall, within 30 days of notice by the City, restore the SCPW Deposit to the amount required at the time the SCPW Deposit was established. Upon expiration of the Term, any remaining funds held in the escrow account, including any remaining accrued interest, shall be released to La Pianta. La Pianta's obligation to provide the SCPW LC, and the City's 06/10/2009 -19- 20090617000114.022 remedy for failure to provide the SCPW LC, shall not be subject to the Dispute Resolution Process set forth in Section 7 of this Agreement. 4.8.4.3 Other Secured Obligations. For each of the remaining obligations of La Pianta under this Agreement for which security is required specifically, (i) the Ietter of credit required pursuant to Section 4.3.4.1 in the amount of 110% of La Pianta's portion of the Highline Work (the "Highline Work LC"), (ii) the letter of credit required pursuant to Section 4.3.4.2 in the amount of 110% of the City's share of the cost of the PSE Work in accordance with PSE Tariff Schedule 74 (the "PSE Work LC"), and (iii) the letter of credit required pursuant to Section 4.5.2 in the amount of $500,000 (the "Bridge LC"), La Pianta shall provide to the City an irrevocable standby letter of credit naming the City as beneficiary. The Highline Work LC and the PSE Work LC shall .be delivered to the Escrow Agent at the same time that the SCPW LC is.delivered, which shall be prior to the award of the construction contract for the Southcenter Parkway Project. The Bridge LC shall be delivered to the Escrow Agent no later than thirty (30) days after the date the City notifies La Pianta that the City will make application for a grant or grants -for any cost of constructing a pedestrian bridge across the Green River to connect Tukwila South to Briscoe Park. Only upon La Pianta paying the amount due in fulfillment of an obligation secured by one of the foregoing letters of credit, the City shall release the letter of credit for that obligation, and La Pianta's obligation to provide that letter of credit shall terminate. Failure of La Pianta to provide and maintain any letter of credit at the time and in the amount required by this Section 4.8.4.3, where such failure continues after written notice from the City specifying the nature of the default and 30 days' opportunity to cure, shalt constitute a default with respect to the obligation secured by that letter of credit ("Secured Obligation in Default"), except that in the case of a failure to provide a replacement letter of credit no later than 15 days prior to its stated expiration, no notice and opportunity to cure shall be required prior to a City draw on the letter of credit for which no replacement has been delivered. The default shall entitle the City to draw on the letter of credit securing the Secured Obligation in Default, and deposit the amount drawn into an escrow account with the Escrow Agent. The City may subsequently draw upon that deposit if La Pianta shall default in the obligation so secured. Upon expiration of the Term or fulfillment of the obligation so secured (whichever shall first occur), any remaining funds held in the escrow account, including any remaining accrued interest, shall be released to La Pianta. La Pianta's obligation to provide any letter of credit under this Section 4.8.4.3, and the City's remedy for failure to provide a letter of credit under this Section 4.8.4.3, shall not be subject to the Dispute Resolution Process set forth in Section 7 of this Agreement. 4.8.4.4 General Terms and Conditions for the Letters of Credit. Each letter of credit provided under this Section 4.8.4 (including the O&M LC, the SCPW LC and each letter of credit provided pursuant. to Section 4.8.4.3) shall be in form substantially similar to Exhibit 9. Each letter of credit shall be issued by Bank of America or, at La Pianta's option, another financial institution having a branch in the State of Washington that 06/10/2009 .20_ 20090617000114.023 is reasonably acceptable to the City; provided, however, that the City shall not withhold its consent to any institution having a long term debt rating of at least A from Standard and Nor's Corporation, or at least Aa3 from Moody's Investors Service. Each letter of credit shall have at least a one-year term (except that any initial letter of credit may have a shorter term so that when all letters of credit have been issued they will expire simultaneously), and La Pianta shall provide the City with a replacement letter of credit 15 days prior to the expiration of the respective letter of credit, or within 90 days after the downgrade of an existing letter of credit below the long term debt rating set forth above. Each letter of credit shall provide that it will be honored by presentation or at sight at an office of the issuer upon presentation of a certificate signed by the City stating that (i) La Pianta has defaulted on an obligation under this Agreement that is secured by the letter of credit and (ii) the City is entitled to draw on the letter of credit. If any letter of credit is drawn by the City because of La Pianta's failure to provided a replacement letter of credit 15 days prior to the expiration of the existing letter of credit, or within 90 days after the downgrade of an existing letter of credit below the long term debt rating set forth above (each draw resulting in a "Deposit" pursuant to the terms of this Section 4.8), then within five (5) after delivery to the Escrow Agent of a replacement letter of credit that complies. with the requirements of this Section 4.8, the resulting Deposit shall be refunded to La Pianta except to the extent (if any) that the City shall have drawn upon the Deposit pursuant to the terms of this Agreement. 4.8.4.5 Specific Remedy under Section 4.8.4. The City shall have the right to specific performance of La Pianta's obligations under this Section 4.8.4. 4.8.4.6 Escrow and Escrow Agent. An escrow shall be established as set forth herein (the "Escrow"). The Escrow Agent initially shall be The Bank of New York Mellon Trust, N.A. The Escrow Agent shall hold funds as provided in Section 4.8.4.1.2 and in this Section 4.8.4.6, and various deeds and easements as provided in this Agreement, pursuant to a written escrow agreement among the Escrow Agent, La Pianta and the City to be agreed by the parties within one hundred twenty (120) days after full execution of this Agreement. The Escrow Agent selected by the parties may be replaced by another financial institution with trust powers that has a branch in Seattle, Washington, selected by the City and approved by La Pianta (which approval shall not be unreasonably withheld). The Escrow Agent shall hold each of the letters of credit on behalf of the City and shall receive deposits of amounts and deliveries of documents as set forth in this Agreement. Upon the direction of the City, the Escrow Agent shall present and make draws on the letters of credit described in Section 4.8.4.1.1, Section 4.8.4.2 and Section 4.8.4.3. The Escrow Agreement shall also provide that the Escrow Agent shall, with or without direction from the City, draw the full amount of any letter of credit that is not replaced or extended on or before the date that is 15 days prior to the expiry date of that letter of credit. Upon any such withdrawal, the Escrow Agent will hold the amount drawn as an O&M Deposit, an SCPW Deposit or a deposit made pursuant to Section 4.8.4.3 and apply such amounts on deposit consistent with this Agreement. If this Agreement is not terminated following the Outside 06/10/2009 -21- 20090617000114.024 Approval Date (as defined in Section 4.2 above), the Escrow Agent shall.deliver all deeds and easements in the Escrow to the City for recording, with the exception of the deed to the fire station parcel pursuant to Section 4.6.2, which shall be delivered to the City at its request following adoption of the ordinance vacating existing Frager Road. The parties shall share equally the cost of the Escrow Agent for services performed pursuant to this Agreement. 4.9 Grading Permit Review. The City will complete review and issue a determination regarding La Pianta's Clearing and Grading permit application for the Tukwila South Project within 30 days of determining that such application is complete for areas outside of the shoreline jurisdiction. For areas within the shoreline jurisdiction, La Pianta shall submit a Shoreline Substantial Development Permit along With the Clearing and Grading Permit. The City will promptly review the Shoreline Substantial Development Permit, and forward its decision to the Department of Ecology for review. The City will complete review of the Clearing and Grading permit application within thirty (30) days and issue a decision after the expiration of the Department of Ecology's review period for the Shoreline Substantial Development permit. La Pianta shall segregate the Clearing and Grading permit application into separate applications for those portions of the Tukwila South Project inside and outside the 200-foot shoreline environment, respectively, and the City shall review and issue such separate permits independently. These grading permit applications shall not operate to vest La Pianta to the SMP or any Floodplain Regulations. 4.10 South 178"' Street Project. _ The Administration of the City shall recommend to the City Council that the realignment of South 1781h Street, as depicted in the 90% construction drawings, be added to the City's Capital Improvement Plan. 4.11 Vacation of Frager Road/Southcenter Parkway and the City Triangular Parcel. Pursuant to RCW 35.79.010, the City has by resolution initiated a vacation of (i) that portion of Frager Road/Southcenter Parkway described in Exhibit 7, attached hereto, and (ii) the "City Triangular Parcel," which is more particularly described in Exhibit 6 of this Agreement. The City agrees that there will be no remaining public use or benefit to that portion of Frager Road/Southcenter Parkway described in Exhibit 7 and the City Triangular Parcel, following dedication of the Southcenter Parkway right-of-way as set forth in Section 4.3.2 above. Therefore, the City shall, simultaneous with La Pianta's dedication of the Southcenter Parkway right-of-way .set forth in Section 4.3.2 above, vacate Frager Road/Southcenter Parkway and the City Triangular Parcel at no cost to La Pianta and the other adjoining landowners, as applicable. The conveyance of the property to La Pianta pursuant to the vacation will occur within thirty (30) days after the completion of the Southcenter Parkway Project. 4.12 Transfer of the City Detention Pond. The City hereby determines that there is no remaining public use or benefit to the following property and shall transfer to La Pianta, free and clear of all encumbrances and for no additional consideration, in its as -is, where -is condition, the "City Detention Pond," which.is more particularly described in Exhibit 6 of this Agreement. Subject to the terms set forth in Section 4.2.5, the City shall convey the City Detention Pond within thirty (30) days of the completion of the annexation. The City shall undertake all 06/10/2009 -22- 20090617000114.025 necessary actions required to declare said parcel surplus, and convey the parcel to La Pianta in the manner required by Iaw. 5. Development Under This Agreement. The Tukwila South Project will be developed under the jurisdiction of the City pursuant to the terms and conditions of this Agreement. This Agreement sets forth the development standards, mitigation measures, and other conditions of development for the Project. Proper operation and maintenance of surface water management systems, adequate sewer service capacity, adequate public safety facilities and services, and adequate transportation facilities will be fully satisfied through La Pianta's compliance with the requirements of this Agreement. Provided La Pianta satisfies its obligations under this Agreement as such obligations may arise, the City shall provide on a timely basis the necessary City public infrastructure specified in this Agreement needed to support build -out of the Project, subject to the condition of securing the necessary funds to construct such improvements and City Council approval for such improvements. 5.1 Native Growth Protection Areas (NGPA). No development shall be permitted to occur in a Native Growth Protection Area except trails, the Orillia Road Connector and utilities, including, but not limited to, electrical transmission lines, placement of which must be approved by the City; water and sewer system lines; access roads for levy maintenance. Clearing limitations within NGPA areas shall be those identified in the existing Tukwila Municipal Code, subject to the provisions of this Section 5.1. Clearing and ground disturbing activities associated with mitigation activities are permitted, with City permits. Once the Sensitive Areas Master Plan is implemented and mitigation areas are enhanced, restored, or created, NGPAs shall be left permanently in an undisturbed vegetated state and shall not be cleared or improved except as necessary to (1) prune or remove dead or diseased trees, and vegetation reasonably adjacent to developed areas of the Tukwila South Property, (2) remove invasive or exotic vegetation, (3) prune or remove trees or other vegetation presenting a threat to life or safety or growing over roadways, levees, drainage ditches, trails, or other corridors that must be kept clear, or (4) maintain mitigation areas; or (5) permit the work expressly described in this Section 5.1. For the purposes of this Agreement, the NGPAs on the Tukwila South Property are identified in Exhibit 3 attached hereto. 5.2 Vesting of Development Regulations. The proposed development as described in this Agreement shall vest to the following development regulations in effect on the date of execution of this Agreement (the "Development Regulations") for the Term of this Agreement: The Tukwila Comprehensive Plan (Ord No. 2070 adopted November 22, 2004, as amended by Ordinance 2218 adopted December 15, 2008); the Tukwila Zoning Ordinance. (Title 18, TMC); the Tukwila Subdivision Ordinance (Title 17, TMC); Shoreline Master Program designations and pre -designations, transportation concurrency regulations; stormwater, surface water treatment and quality, and surface water retention and detention design standards and ordinances (including the requirement of the NPDES permit effective February 2007); SEPA regulations and substantive SEPA policies. 06/10/2009 -23- 20090617000114.026 Development of the Property shall not be subject, during the Term of this Agreement, to any amendments to, or replacements of, the Development Regulations listed above. These are rights vested under state law for purposes of RCW 36.70A.300 (3)(a). In accordance with Section 3.5 above,. La Pianta will comply with the provisions of the SNIP and the Floodplain Regulations in effect on the date of each complete development permit application. 5.2.1 Police Power/Pre-emption. Nothing herein relieves La Pianta of any obligations it may have during the Term to comply with state or federal laws or regulations of any kind, including but not limited to those related to storm, surface water and floodplain management. The proposed development .shall not be vested against the application of development standards that are imposed by virtue of state or federal pre-emption of the City's regulatory authority. As provided by RCW 36.70B.170(4), the proposed development shall not vest against new development regulations to the extent the new regulations are required by a serious threat to public health and safety. 5.2.2 International Codes. The International Building Code, International Fire Code, and other construction codes in effect in the State of Washington as of the date of the filing of a complete application for a building permit shall apply to all new development and the redevelopment or modification of existing development. 5.2.3 Scope of Vesting. The vesting described herein shall apply for fifteen (15) years from the effective date of the annexation provided in Section 4.1 (the "Tenn" of the Agreement). For those development standards not specifically enumerated in this section or in Section 5.2.1, the Land Use Process approvals shall be governed by the City codes and standards in effect upon the date of complete application. 5.2.4 FEMA. La Pianta is obligated to comply with applicable FEMA National Flood Insurance Program regulations that are in effect at the date of any building, grading or clearing permit application. 5.2.5 Optional Regulations. During the Term of this Agreement, La Pianta may at its option develop the Property or portions thereof in accordance with new code provisions or generally applicable standards for that subject adopted after the date of execution of this Agreement, without the obligation to bring other portions of the Property into conformance with newly -adopted codes or regulations. 5.3 Transportation. 5.3.1 ConcurrencyApproval. Pursuant to TMC 9.48 and TMC 21.04, the City has determined that the Tukwila South Project, up to the Trip Ceiling (hereinafter defined), meets the City's standards for transportation concurrency approval and mitigates significant adverse impacts to the City's transportation system; provided that the Tukwila South Project must be developed in compliance with the terms of this Agreement, including compliance with requirements that La Pianta pay transportation impact fees applicable at the time of building permit issuance. 06/10/2009 -24- 20090617000114.027 5.3.2 Trip Ceiling for Tukwila South Project. New development within the Tukwila South Project under this Agreement is limited to new development generating net new p.m. peak hour vehicle trips (inbound and outbound) ("Net New Trips") not exceeding the Trip Ceiling. New development within the project exceeding the Trip Ceiling shall be subject to mitigation and concurrency requirements applicable at the time of application. The number of Net New Trips for the Project for which full mitigation and concurrency approval is established under this Agreement (the "Trip Ceiling") shall be 10,166 Net New Trips from new development, comprising not more than 2,646 Net New Trips inbound to the Project and not more than 7,520 Net New Trips outbound from the Project. The methodology for determining Net New Trips for any phase of the Tukwila South Project (including assumed values for trip generation and percentages for trip reductions) shall be as set forth in the Transportation Impact Study incorporated in the Tukwila South EIS for the Tukwila South Project. Trip counts shall be estimated at the perimeter of the Project site; trips internal to the Project shall not count against the Trip Ceiling. Transportation impact fees shall apply only to the Net New Trips allocated to the proposed new development. Subject to the provisions of this Agreement, these 10,166 Net New Trips shall be reserved by the City for use by La Pianta hereunder for the Term of this Agreement. I€ La Pianta is in compliance with the requirements of this Section, La Pianta will only be required to produce a trip generation study for each development project in order to identify the associated Net New Trips for that project. (a) Construction of Orillia Road Connector. La Pianta shall construct at its own expense a new 4-lane arterial connector between Orillia Road S. and Southcenter Parkway Extension ("Orillia Road Connector"). La Pianta shall complete construction of the Orillia Road Connector within 6 years of the time 7500 Net New Trips are generated by the Project (the "Orillia Road Completion Date"). After the Orillia Road Completion Date, no Net New Trips from the remainder of the Trip Ceiling may be used by La Pianta until this improvement is completed and accepted by the City. La Pianta shall, at its own cost, obtain all state, federal, and local permits and approvals required for the Orillia Road Connector. Subject to applicable laws and ordinances and the terms and conditions of this Development Agreement, the City agrees to cooperate with La Pianta in obtaining such permits and approvals. The Orillia Road Connector will consist of four lanes. A diagram of the Orillia Road improvement is attached hereto as Exhibit 10. (b) If the Orillia Road Connection, required hereunder cannot be constructed within the time frame set out herein for reasons outside the control of La Pianta, then if La Pianta desires to continue with new development absent the construction of either of this improvement, La Pianta may, as an alternative to construction of the Orillia Road Connector (i) reduce or defer the amount of development proposed in the Project; (ii) implement Transportation Demand Management (TDM) strategies and/or (iii) construct other transportation system improvements ("Alternative Mitigation"). The City shall approve such Alternative Mitigation if, with such Alternative Mitigation in place, the Project passes a test under the City's transportation concurrency requirements, applying the requirements of TMC 9.48 and the City's traffic concurrency ordinance. Provided that under no circumstance can the cap of 10.3 million square feet of new building floor area (as that term is defined in Section 3.1) be exceeded by implementing TDM strategies or Alternative Mitigation measures. 06/10/2009 -25- 20090617000114.028 5.3.3 Credit for Existing_ Trips. As described in the Tukwila South EIS, the existing development on the Project site generates a total of 1,241 p.m. peak hour vehicle trips (298 trips inbound and 943 trips outbound) ("Existing Development Trips"). Existing Development Trips shall not count against the Trip Ceiling, and are not subject to impact fees hereunder. Existing Development Trips may be used as a credit against trip generation from new development to the extent existing uses are permanently discontinued and/or existing structures are removed ("Credit Trips'). The existing development and Existing Development Trips are set forth in Exhibit 11. La Pianta may allocate available Credit Trips to the proposed new individual development, as development occurs. 5.3.4 No Additional Transportation Concurrency or SEPA Review R uired. Since the City has determined compliance with the mitigation requirements identified in this Agreement satisfies transportation concurrency and substantive SEPA requirements for the Tukwila South Project, no additional SEPA review or transportation concurrency review shall be required for development that is within the Trip Ceiling for the Term of this Agreement, except additional SEPA review may occur as set forth in Section 6.2 below. 5.4 Stormwater Regulation. 5.4.1 Description of Surface Water Control Facilities. The surface water control facilities for the Project shall include: 5.4.1.1 Parcel storm drains. Parcel storm drains will provide collection and conveyance of runoff from individual development parcels to a primary trunk storm drain within Southcenter Parkway from S. 18e Street to S. 200' Street (the "Trunk Storm Drain"). 5.4.1.2 Trunk storm drain.. The Trunk Storm Drain will drain into two detention/water quality facilities - the North Basin ("North Facility") and the South Basin ("South Facility"), and are more particularly described in Section 5.4.1.3. The North Basin will outflow into the S. 180a` Street Pump station, which will route stormwater either to the Green River or into the P-17 Drainage Basin. The South Basin will outflow into the Green River. Emergency overflow of the South Basin will be discharged to Johnson Creek. 5.4.1.3 Water quality treatment and detention facilities. The stormwater control system includes two major water quality treatment and runoff control facilities (one each in the north and south portions of the site). Each facility shall be constructed as a combined water quality/detention ponds and sized to meet the water quality treatment and runoff control requirements for the area being served, including the Expansion Areas. The South Facility shall provide at least Level 1 flow control as defined in the 2005 King County SWDM. The North Facility shall control the peak flow magnitude of runoff to at or below 75% of the designed pumping capacity of the S. M& Street Pump Station. Both the North and South Facilities will be open ponds, and a preliminary design of the facilities are set forth in the Tukwila South EIS. The water quality/detention facilities will operate to 06/10/2009 -26- 20090617000114.029 provide the required level of downstream peak flow control. The detention facilities will include a dead storage component for water quality and. a live storage component representing the required detention volumes. The site development phasing may include phased construction of detention and water quality facilities or the use of temporary facilities for the early site development. Temporary use of the South Facility may also be used for site development within the North Basin, provided that such use does not exceed the capacity of the South Facility. 5.4.2 Stormwater Standards. This Section specifies the surface water management standards applicable to the Tukwila South Project during the Term of the Agreement, including the existing Segale Business Park and the proposed Expansion Areas. 5.4.2.1 Vested Design Standards for Surface Water Control Facilities. City of Tukwila Development Guidelines and Design and Construction Standards (Second Edition, Revision 1, 2005) and the 1998 King County SWDM provide the approved methods for the analysis and design of the surface water management components for the Project during the Term of this Agreement, except for the South Facility where conservation flow control is required under the 2005 King County SWDM, and except for those modifications listed in Table 1 (the "Stormwater Standards"). Where not otherwise specified, design standards of the 1998 King County SWDM will apply. The Stormwater Standards supersede any other applicable TMC, SWDM, and basin/water quality plan requirements during the Term of this Agreement. The Stormwater Standards include the Code Modifications specified in Table 1. Furthermore, some adjustments in the natural location of discharge (including minor inter-subbasin diversions of runoff) will be permitted as a result of changes in development area drainage collection, detention, treatment, and outfall locations. Other adjustments from the applicable SWDM, design standards or other applicable surface water management regulations may be requested during the site plan review process and evaluated in accordance with the criteria in TMC 18.41D.090. Nothing herein shall relieve La Pianta from any obligation to comply with applicable state and federal stormwater regulations currently in effect or adopted in the future. 06/10/2009 -27- 20090617000114.030 TABLE 1. Code Modifications SWDM .SWDM: :Manual / _Manua! ... :T(�lC:.= Ite%rence Code Modifica.tions ifi Rationale Sectlon 1. TMC .: Uk SWDM Core Discharge at the During development, • Other minor on -site sub - Requirement Natural Location minor changes to basin routing through #1 • "All surface and natural drainage shed detention ponds and storm water runoff boundaries and discharges to on -site from a proposed tributary areas are wetlands etc. are not formal project that inevitable due to variances from core proposes to grading of roadways requirement #1 but shall be construct new, or etc. reviewed during the modify existing • Interpretation that preliminary plat technical drainage facilities existing discharge review or the detailed must be discharged points to the Green engineering drainage at the natural River do not constitute review. location so as not separate "natural" The existing discharge to be diverted onto, discharge points points are man -installed or away from, the culverts through the levee adjacent system. The Green River downstream is a "managed" flow system property..." and is a direct receiving water above and below the project site. Proposed future discharge points from post developed basins will not pose an adverse impact to the River. SWDM Core Flow Control . The Manual All runoff from the North Requirement #3 Level 1 flow control prescribed Level 1 Basin drains to City identirred for the flow control is not stormwater pump stations. Site area of Tukwila proposed for the The control of runoff and South North Basin runoff. storrnwater detention design is geared to the capacity of these existing pump stations. This is not specifically listed in the Manual as an allowed exemption. SWDM Core Basic Water Quality . Sizing methods • Would best meet the intent Requirement Treatment Design utilizing the NSPF of the design standard by #8 Water quality model from the project utilizing continuous design flow per Master Drainage Plan simulation and historic KCSWDM Sec. data. 6.2.1 TMC 14.30 TMC 14.30.070 • All facilities would be • To allow for maximum Storm Water Standards requires in accordance with the flexibility of the site, and Management that all activities be 1998 King County acknowledging the site undertaken In Surface Water Design design particulars, accordance with the Manual, unless site adequate water qualify and 1998 King County constraints or other detention will be provided, Surface Water Design provisions such as but may vary from Manual Manual LID require variation design specifics. to design specifics. 06/10/2009 -28- 20090617000114.031 5.4.2.2 Grading Ordinance Design Standard Modifications. The following exceptions from Grading Ordinance No. 2062 shall apply to the Project during the Term of this Agreement: a. A significant tree survey and tree replacement plan are not required. b. Slope grading - Slope stability and slope grading limitations shall be evaluated within site development areas based on geotechnical evaluation and applicable codes. c. A vegetative restoration plan is not required except for the wetland mitigation portions of the NGPAs. d: Project notification and permanent NGPA signs are required. e. Points of drainage discharge are not limited to the nearest practicable drainageway - Required methods of managing natural discharge from springs, streams, or other natural sources are to be defined in the approved Master Stormwater Infrastructure Plan (hereinafter defined). f. Proposed modifications to surface water management provisions are governed by TMC 18.41 D.090. g. Any construction activities, including site grading and building, during wet or dry seasons shall be allowed provided such activities meet with the stormwater quality requirements set forth in the NPDES Permit. 5.4.2.3 Impervious Area Limitations. In the "Development Area", up to 85% of the developable area served by each stormwater facility may be covered with impervious surfaces, unless otherwise altered with City approval in the design phase. Expansion Areas described in Section 3.4 of the Development Agreement are included in the impervious area calculations. The sizing of surface water control facilities may be adjusted to reflect actual land use impervious areas in final design as indicated in the final approved Master Stormwater Infrastructure Plan. 5.4.2.4 TESCP and NPDES Requirements for all Construction. Temporary Erosion and Sedimentation Control Plans ("TESCPs") will use SWDM Best Management Practices (`BMPs") to minimize the extent of soils disturbance in contact with surface runoff during construction, and to maximize disturbed soil stabilization/cover practices to reduce erosion potential. This will apply to both dry and wet season construction. The TESCPs will be developed to comply with Core Requirement No. 5 and Appendix D of the SWDM, and Department of Ecology requirements as identified in the NPDES Permit. The TESCPs will be implemented in Project grading permits, which shall be submitted for City review and approval. Multiple TESCPs will be required to accommodate the phasing of site development. La Pianta shall comply with all project inspection requirements concerning surface water TESC plans that are set forth in the NPDES Permit. 06/10/2009 -29- 20090617000114.032 5.4.3 Stormwater Infrastructure Development. 5.4.3.1 La Pianta Obligations. La Pianta shall implement the following stormwater mitigation conditions at its sole expense, in accordance with the timing requirements set forth below: Measures 1. A temporary stormwater treatment system shall be installed per the requirements of the 1998 King County SWDM during the first construction season. Prior to its completion, all stormwater from construction or cleared areas shall be retained on site. 2. Install a long-term construction stormwater polymer treatment system. 3. Construct the elevation of the separating berm between the Green River and the Green River Off Channel Habitat Area excavation to prevent Green River inflow to the excavation during the high flow season. 4. Install a sediment curtain or similar measures to minimize sediment release to the Green River when the separating berm between the Green River Off Channel Habitat Area and the river is removed. 5. Prepare and implement.the SAMP wetland mitigation plan to compensate for the filling of low -value wetlands. 6. Prepare and implement a fisheries mitigation plan pursuant to the SAMP During the first construction season. Constructed and operational prior to the start of any discharges from the site. During the first construction season and prior to first wet season construction activities. Installation before breaching the berm adjacent to the off -channel habitat restoration project, during a time window defined in the Hydraulic Project Approval (HPA) for the project. Approval of SAMP plan by the Department of Community Development Director prior to the start of site mass grading during the first construction season; wetland mitigation construction will start the first year of construction and be complete during the third year of construction. Approval of the SAMP plan by the Department of Community Development Director prior to the start of site mass grading during the first construction season; mitigation construction will start the first year of construction and be complete during the third year of construction. 06/10/2009 -30- 20090617000114.033 7. Construct a temporary North Facility and Approval of the temporary North and the South Facility as part of the permanent permanent South Facilities plans shall stormwater management system. occur prior to the start of site grading during the first construction season. 8. Prepare a Master Stormwater Approval shall be obtained prior to start of Infrastructure Plan. utility work. 5.4.3.2 City Obligations. During construction of the Southcenter Parkway Project, the City shall install stormwater conveyance infrastructure, including the Trunk Storm Drain, within Southcenter Parkway to connect to the North Facility and the. South Facility. 5.4.4 Master Stormwater Infrastructure Plan. Master Stormwater Infrastructure Plan. La Pianta shall prepare and submit as part of the Tukwila South Project's application for a Clearing and Grading Permit, a Master Stormwater Infrastructure Plan for Tukwila South. The plan shall substantially comply with all the criteria of Section 5.4 of this Agreement including this Section 5.4.4, and be consistent with the Stormwater Standards of this Agreement and shall address the Tukwila South Project's compliance with the eight core requirements and five special requirements specified in Section 1.1.2.4 of the 1998 King County Surface Water Design Manual - Large Site Drainage Review. The City shall review the Stormwater Infrastructure Plan and may require changes if necessary to ensure overall compliance. Issuance of the Clearing and Grading Permit shall be governed by Section 4.9 herein, and approval of a final Master Stormwater Infrastructure Plan shall not be required prior to issuance of the Clearing and Grading Permit. 5.4.5 Monitoring. Monitoring shall be performed as required under the 401 Certification and the NPDES permit for construction discharge issued and administered by the Washington Department of Ecology, and for Total Suspended Solids ("TSS") as shown in Table 2. TABLE 2 NORTH AND SOUTH FACILITIES TOTAL SUSPENDED SOLIDS (TSS) MONITORING PLAN Plan Element Implementation Comments Objective Report Facility water quality performance to the City as estimated by TSS monitoring (used as performance measure in the 1998 SWDM). Monitoring Upon 70% buildout in the Begin monitoring when there is Start for Each catchment served by each Facility sufficient buildout to generate Facility TSS, but not while active construction influence persists (construction discharge to be monitored under NPDES permit requirements). 06/10/2009 -31- Plan Element Monitoring Frequency Monitoring Duration Monitoring Method Criterion Reporting o Five times per year o During storms exceeding %a inch of rain in 24 hours o Four times during Oct I through March 30 (wetter season) o One time during May I through Sept 30 (drier season) Three consecutive years per Grab samples at Facility outlet during active rainfall TSS (cumulative average during the monitoring for each Facility) shall be lower than 20 mg/L Once annually to the City Comments Collect samples under a range of conditions through the year, but concentrating on the wetter season when the majority of discharge volume will occur. Samples analyzed at a Washington Certified analytical The 1998 King County SWDM's treatment goal is to remove 80% of TSS for flows or volumes up to and including the WW design flow or volume. Flows and volumes in excess of the WQ design flow or volume can be routed around the WQ facility or can be passed through untreated. The monitoring plan assumes that the inflow WQ will between 30 to 100 mg/L TSS and therefore proposes a criterion of 20 mg/L (80% removal of the upper estimate). Within 60 days of last wet season result from the analytical Response to The water quality performance data shall be provided to the City for Data its use in making future decisions on stormwater management. If the data indicates that the North and South Facilities are not functioning properly due to improper construction or lack of required maintenance by La Pianta, then La Pianta shall remedy such condition promptly at its expense. 06/10/2009 _32_ 20090617000114.035 6. SEPA Compliance. 6.1 Prior SEPA Documents. Development within the Project areas as contemplated in this Agreement has been addressed and analyzed in prior environmental documents, including but not limited to environmental impact documents prepared for Tukwila's Comprehensive Plan and the Tukwila South environmental impact statement (collectively, the "SEPA Documents"). The SEPA documents shall constitute compliance to the fullest extent possible under SEPA for all Implementing Approvals. For purposes of this Agreement, an "Implementing Approval" means a land use approval or permit subsequent to the execution of this Agreement which implements or otherwise is consistent with this Agreement, including but not limited to plats, short plats, binding site plans, site development permits, grading and building permits and utility permits. Subject to the provisions of this Section, no further SEPA review is required, and no .additional substantive SEPA mitigation measures are required beyond those set forth in this Agreement. 6.2 Further SEPA Review Limited. Except as set forth herein, no further SEPA review shall be required for the Project. The City may require additional SEPA review based only the following conditions: (a) An Implementing Approval or requested modification materially exceeds the Project Envelope (hereinafter defined) and governing Development Regulations; or (b) The City concludes (pursuant to SEPA, SEPA Rules, and City SEPA regulations) that substantial changes have been made to the Tukwila South Project so that, as mitigated, it is likely to have significant adverse impacts not previously analyzed in a SEPA environmental document, and which impacts cannot be mitigated below a level of significance by applicable local, state or federal regulations; or (c) The City concludes (pursuant to SEPA, SEPA Rules, and City SEPA regulations) that there is new information indicating probable significant adverse environmental impacts of the Tukwila South Project not previously analyzed in a SEPA environmental document which cannot be mitigated below a level of significance by applicable local, state or federal regulations. For purposes of this Agreement, "Project Envelope" means the level and range of development (including maximum structure height, floor area, bulk and use) analyzed within one of the alternatives reviewed in the Tukwila South EIS and any subsequent addenda or SEPA Documents which may be issued by the City. The Project Envelope includes all of the physical aspects of a general development plan, individual project, or other on -site or off -site physical improvements as disclosed and analyzed in 06/10/2009 -33- 20090617000114.036 the Tukwila South EIS. As used herein, "materially exceeds" means the proposal, as mitigated, is likely to have significant adverse impacts not previously analyzed in the SEPA Documents or any other SEPA environmental document prepared for property within the Tukwila South Project area and which impacts cannot be mitigated below a level of significance by applicable local, state or federal regulations. 6.3 Written Notice. If the City determines at any time during the Term that it intends to require additional SEPA review for any Implementing Approval, the City shall give La Pianta written notice thereof and provide La Pianta an opportunity to modify the Implementing Approval application so as to render such additional SEPA review unnecessary. 7. Dispute Resolution Process. 7.1 The parties shall use their best efforts to resolve disputes arising out of or related to this Agreement using good faith negotiations by engaging in the following dispute escalation process should any such disputes arise: (a) Level One — La Pianta's project manager and a City staff member appropriate to the nature of the dispute (selected from among the City's Deputy Director of DCD, Building Official, Fire Marshall or City Engineer, or a designee of any of the foregoing identified by the Administration)) shall meet to discuss and attempt to resolve the dispute in a timely manner. If they cannot resolve the dispute within fourteen (14) calendar days after referral of that dispute to Level One, either party may refer the dispute to Level Two. (b) Level Two — La Pianta's principal and the City's Community Development Director or Public Works Director (or a designee of either of the foregoing identified by the Administration) shall meet to discuss and attempt to resolve the dispute, in a timely manner. If they cannot resolve the dispute within fourteen (14) business days after referral of that dispute to Level Two, either party may refer the dispute to Level Three. (c) Level Three — La Pianta's principal (or designee) and the Mayor and the City Administrator (or the City Administrator's designee) shall meet to discuss and attempt to resolve the dispute in a timely manner. Counsel for the parties shall be permitted to attend Level Three meetings. 7.2 Except as otherwise specified in this Agreement, in the event the dispute is not resolved at Level Three within fourteen (14) calendar days after referral of that dispute to Level Three, either party may refer the dispute to binding arbitration, as set 06/10/2009 -34- 20090617000114.037 forth herein. At all times prior to resolution of the dispute, the parties shall continue to perform and make any required payments under this Agreement in the same manner and under the same terms as existed prior to the dispute. 7.3 In the event that a dispute is referred to binding arbitration, the parties agree to the following procedure: (a) Binding arbitration between the parties pursuant to this Section shall be governed by the rules and procedures set forth in this Section. (b) Within seven (7) calendar days of the date the dispute is referred to binding arbitration, each party shall provide the other party with the names of three neutral arbitrators having significant experience in the subject matter of the dispute and in arbitrating disputes. The parties will thereafter attempt in good faith to select an arbitrator from this panel of six candidates. (c) if the parties to the dispute are unable to agree upon a single arbitrator within twenty-eight (28) calendar days of the date the dispute is referred to binding arbitration, then each party shall designate one arbitrator from its panel of three, the two arbitrators selected in that manner will choose a third arbitrator from among the remaining panel members, and this third arbitrator so selected would act as the single arbitrator for the dispute. (d) Upon selection of the arbitrator, said arbitrator shall determine the question(s) raised within fourteen (14) calendar days, unless a different period of time is otherwise agreed upon by the parties in writing, provided that issues of arbitrability may not be decided by the arbitrator. Said arbitrator shall then give both parties reasonable notice of the time (which time shall be within thirty (30) calendar days of the arbitrator's determination of the questions raised, unless a different period of time is otherwise agreed upon by the parties), and place of hearing evidence and argument; take such evidence as the arbitrator deems relevant, with witnesses required to be sworn; and hear arguments of counsel or others. (e) After consideration of all evidence, testimony and arguments, said single arbitrator shall, within thirty (30) days of completion of the hearing, promptly state such decision or award in writing. Said decision or award shall be final, binding, and conclusive on all parties to the arbitration when delivered to them, except as provided in Subsection 7.3(h). Until the arbitrator issues the first decision or award upon any question submitted for the arbitration, performance 06/10/2009 -35- 20090617000114.038 under the Agreement shall continue in the manner and form existing prior to the rise of such question. After delivery of said first decision or award, each party shall forthwith comply with said first decision or award immediately after receiving it. (f) La Pianta and the City shall share equally the compensation, costs, and expenses of the arbitrators, but each shall be responsible for their own fees and expenses of its own witnesses, exhibits, and counsel. La Pianta and the City shall pay the compensation, costs and expenses of the single arbitrator or the additional arbitrator in the board of arbitrators in equal shares. (g) The arbitrator shall have the authority to enter awards of equitable remedies consistent with the obligations of the City and La Pianta under this Agreement. (h) The arbitrator shall not have the authority to enter any award, the satisfaction of which by the party to be bound, would be impermissible under any law, regulation, or funding agreement to which the bound party is subject. The determination of any such impermissibility shall be made by a court of competent jurisdiction within the State of Washington and under the laws of the State of Washington. Any such determination shall be appealable. 7.4 This dispute resolution process will not apply to the following disputes: (i) disputes regarding the. accounting of Project revenues and City expenditures; and (ii) disputes concerning the letters of credit. Any disputes regarding revenues/expenditures must utilize the dispute resolution process outlined in Section 4.8.3. Issues of arbitrability of a dispute shall be determined by the Presiding Judge, King County Superior Court. 7.5 Nothing in this Section 7 shalI preclude either party from seeking injunctive or equitable relief prior to the initiation or completion of this dispute resolution process. 8. _Modifications to Agreement. This Agreement contains all terms, conditions and provisions agreed upon by the parties hereto, and shall not be modified except by written amendment executed by both parties. Amendments to this Agreement that materially modify the intent and policy of the Agreement must be approved by the City Council. Other amendments may be approved by the City Mayor. 9. General Provisions. 9.1 Governing Law. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Washington. 06/10/2009 -36- " 20090617000114.039 9.2 Recording. This Agreement or a memorandum thereof shall be recorded against the Tukwila South Property as a covenant running with the land and shall be binding on La Pianta, its heirs, successors and assigns until this Agreement expires on its own terms pursuant to Section 5.2.3. 9.3 Agreement Binding on Successors; Respective Obligations of La Pianta and Parcel Builders. This Agreement shall be binding upon and shall inure to the benefit of the heirs, successors and assigns of La Pianta, and upon the City, except as limited and conditioned in this Agreement. La Pianta's general duties and obligations under this Agreement for the Tukwila South Project are not intended to be delegated to Parcel Builders unless a particular duty or obligation, specifically and directly related to the Development Parcel in question, is expressly imposed by the City as a term or condition of an Implementing Approval for that Parcel. 9.4 Parcel Builders' Obligations;.Notice to City re Parcel Builder; Declaration of Covenants for Tukwila South Project. The parties acknowledge that development of the Tukwila South Project may involve transfer of undeveloped or partially -developed development parcels in the Tukwila South Property or the Expansion Areas, each a "Development Parcel," to one or more Parcel Builders. Those Parcel Builders will in turn own, develop and/or occupy portions of the Tukwila South Property and buildings thereon as part of the Tukwila South Project. Parcel Builders shall be obligated with respect to all conditions of Implementing Approvals applicable to their respective Development Parcels, unless such an obligation is specifically identified in this Agreement or in the Implementing Approval as that of La Pianta. For purposes of this Agreement, a "Parcel Builder" shall mean an owner or lessee of all or a portion of the Development Area authorized for development pursuant to this Agreement, or a successor or assign of an owner or Iessee, who develops and/or occupies portions of the Tukwila South Property or an Expansion Area, or develops and/or occupies buildings thereon as part of the Tukwila South Project, provided however, that building tenants shall be excluded from this definition. 9.5 Interpretation; Severability. 9.5.1 Interpretation.. The parties intend this Agreement to be interpreted to the full extent authorized by law as an exercise of the City's authority to enter into development agreements pursuant to RCW 36.70B.170 et seq., and this Agreement shall be construed to exclude from the scope of this Agreement and to reserve to the City, only that police power authority which is prohibited by law from being subject to a mutual agreement with consideration. If a Tukwila South Development Standard conflicts with an otherwise applicable provision of the Tukwila Municipal Code, the Tukwila South Development Standard shall control. 06/10/2009 -37- 20090617000114.040 9.5.2 Severability. If any provisions of this Agreement are determined to be unenforceable or invalid in a final decree or judgment by a court of law, then the remainder of this Agreement not decreed or adjudged unenforceable or invalid shall remain unaffected and in full force and effect. In that event, this Agreement shall thereafter be modified, as provided immediately hereafter, to implement the intent of the parties to the maximum extent allowable under law. The parties shall diligentlyseek to agree to modify the Agreement consistent with the final court determination, and no party shall undertake any actions inconsistent with the intent of this Agreement until the modification to this Agreement has been completed. If the parties do not mutually agree to modifications within forty-five (45) days after the final court determination, then either party may initiate the arbitration process under Section 7 for determination of the modifications that will implement the intent of this Agreement and the final court decision. 9.6 Authori1y. Each party respectively represents and warrants that it has the power and authority, and is duly authorized, to enter into this Agreement on the terms and conditions herein stated, and to deliver and perform its obligations under this Agreement. 9.7 Exhibits and Appendices Incorporated. Exhibits 1 through I are incorporated herein by this reference as if fully set forth. 9.8 Headings. The headings in this Agreement are inserted for reference only and shall not be construed to expand, limit or otherwise modify the terms and conditions of this Agreement. 9.9 Time of the Essence. Time is of the essence of this Agreement and of every provision hereof. Unless otherwise set forth in this Agreement, the reference to "days" shall mean calendar days. If any time for action occurs on a weekend or legal holiday in the State of Washington, then the time period shall be extended automatically to the next business day. 9.10 Entire A reement. This Agreement represents the entire agreement of the parties with respect to the subject matter hereof. There are no other agreements, oral or written, except as, expressly set forth herein and this Agreement supersedes all previous agreements, oral or written. 9.11 Default and Remedies. . 9.11.1 Cures Taking More Than Thirty Days. Except as expressly provided otherwise in this Agreement, no party shall be in default under this Agreement unless it has failed to perform as required under this Agreement for a period of thirty (30) days after written notice of default from any other party. Each notice of default shall specify the nature of the alleged default and the manner in which the default may be cured satisfactorily. If the nature of the alleged default is such that it cannot be 06/10/2009 -38_ 20090617000114.041 reasonably cured within the thirty (30) day period, then commencement of the cure within such time period and the diligent prosecution to completion of the cure shall be deemed a cure. 9.11.2 Rights of Non -Defaulting Party. A party not in default under this Agreement shall have all rights and remedies provided by law or equity, including without limitation damages, specific performance, or writs to compel performance or require action consistent with this Agreement. 9.11.3 Attorneys' Fees. In any action to enforce or determine a party's rights under this Agreement, the prevailing party shall be entitled to attorney's fees and costs. 9.12 Relief Against Defaulting Party or Portion of Tukwila South Property. In recognition of the anticipated transfers by La Pianta of parcels of the Tukwila South Property to Parcel Builders, remedies under this Agreement shall be tailored to the Tukwila South Property or parties as provided below. 9.12.1 Relief Limited to Affected Development Parcel. Any claimed default shall relate as specifically as possible to the portion or Development Parcel of the Tukwila South Property involved, and any remedy against any party shall be limited to the extent possible to the owners of such portion or Development Parcel of the Tukwila South Property. 9.12.2 Relief Limited to Affected Owner. To the extent possible, the City shall seek only those remedies that do not adversely affect the rights, duties or obligations of any other nondefaulting owner of portions of the Tukwila South Property under this Agreement, and shall seek to utilize the severability provisions set forth in this Agreement. 9.13 Term. The Term of this Agreement shall be as set forth in Section 5.2.3 above. Until such time as the City revises the comprehensive plan or development regulations which apply to Tukwila South during the Term of this Agreement, the goals of the comprehensive plan and the development regulations to which the project vests will continue to apply to the Tukwila South Property following the expiration of this Agreement. 9.14 No Third -Party Beneficiary. This Agreement is made and entered into for the sole protection and benefit of the parties hereto and their successors and assigns. No other person shall have any right of action based upon any provision of this Agreement. Parcel Builders in Tukwila South shall be, deemed to be successors under this provision. 06/10/2009 -39- 20090617000114:042 9.15 Interpretation. This Agreement has been reviewed and revised by legal counsel for both parties, and no presumption or rule construing ambiguity against the drafter of the document shall apply to the interpretation or enforcement of this Agreement. 9.16 Notice. All communications, notices, and demands of any kind that a party under this Agreement requires or desires to give to any other party shall be in writing and either (i) delivered personally, (ii) sent by facsimile transmission with an additional copy mailed first class, or (iii) deposited in the U.S. mail, certified mail postage prepaid, return receipt requested, and addressed as follows: If to the City: City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attn: Mayor's Office and Director of Public Works and Director of Community.Development If to La Pianta: La Pianta LLC P.O. Box 88028 Tukwila, Washington 98138-2028 Attn: Mr. Mark A. Segale Notice by hand delivery or facsimile shall be effective upon receipt, provided that notice by facsimile shall be accompanied by mailed notice as set forth herein and shall be evidenced by a machine -printed confirmation of successful transmission. If deposited in the mail, certified mail, return receipt requested, notice shall be deemed delivered forty- eight (48) hours after deposited. Any party at any time by notice to the other party may designate a different address or person to which such notice or communication shall be given. 9.17 Delays. If either party is delayed in the performance of its obligations under this Agreement due to Force Majeure, then performance of those obligations shall be excused for the period of delay. For purposes of this Agreement, economic downturns, loss in value of La Pianta assets, inability to obtain or retain financing, do not constitute a force majeure event. 9.18 Payments. Any payments made pursuant to the terms of this Agreement shall be made within thirty days of invoice, unless otherwise specified in the Agreement. Any late payments shall be subject to interest charges at the rate of 12% per annum. 9.19 Indemnification. Except as otherwise specifically provided elsewhere in this Agreement and any exhibits hereto, each party shall protect, defend, indemnify and hold harmless the other party and their officers, agents, and employees, or any of them, 06/10/2009 -40- 20090617000114.043 from and against any and all claims, actions, suits liability, loss, costs, expenses, and damages of any nature whatsoever, which are caused by or result from any negligent act or omission of the party's own officers, agents, and employees in performing services pursuant to this Agreement. In the event that any suit based upon such a claim, action, loss, or damage is brought against a party, the parry whose negligent action or omissions gave rise to the claim shall defend the other parry at the indemnifying party's sole cost and expense; and if final judgment be rendered against the other party and its officers, agents, and employees or jointly the parties and their respective officers, agents, and employees, the parties whose actions or omissions gave rise to the claim shall satisfy the same; provided that, in the event of concurrent negligence, each party shall indemnify and hold the other parties harmless only to the extent of that party's negligence. The indemnification to the City hereunder shall be for the benefit of the City as an entity, and not for members of the general public. 9.20 Tukwila South Project is a Private Undertaking. The Tukwila South Project is a private development and the City has no interest therein except as authorized in the exercise of its governmental functions. In Witness Whereof, the parties have caused this Agreement to be executed, effective on the day and year set forth on the first page hereof. 06/10/2009 41- 20090fiT7000fitC.II" CITY OF TUKWILA, a Washington municipal corporation D. w r ATTEST: Christy O'Flah , City Clerk APPROVED AS TO FORM: rty Attorne La Pianta LLC, a Washington limited liability corporation By: - Metro Land Development, Inc., Its: Manager By: M.A. Segale, Presi ent Date: 6" 1 d- 0 lQ 06/10/2009 -42- victNFY MAP " Exhibit 1 7L%%%& KMCMM WA4WWM 20090617000114.046 EXHIBIT 2 TUKWILA SOUTH PROPERTY LEGAL DESCRIPTION PARCEL 022204-9008: THAT PORTION OF THE NORTHWEST'/4 OF THE NORTHWEST'/4 OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE EASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, WESTERLY OF FRAGER ROAD (MESS COUNTY ROAD NO.76), SOUTHERLY. OF THE NORTH LINE OF SAID SECTION 2, AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 2; THENCE SOUTH 87' 59' 06" EAST, ALONG THE NORTH LINE OF SAID SECTION, TO THE WESTERLY MARGIN OF FRAGER ROAD (MESS COUNTY ROAD NO.76); THENCE SOUTHERLY ALONG SAID MARGIN, SOUTH 010 53' 23" EAST, 15.28 FEET; THENCE CONTINUING SOUTH ALONG SAID MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 1,780.00 FEET, THROUGH A CENTRAL ANGLE OF 06° 10' 20", AN ARC DISTANCE OF 191.75 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 72' 37' 15" WEST 338.36 FEET; THENCE SOUTH 57' 55' 05" WEST 320.85 FEET; THENCE SOUTH 73' 44' 15" WEST 208.18 FEET; THENCE SOUTH 170 47' 50" WEST 250.67 FEET; THENCE NORTH 45' 27' 10" WEST TO THE SOUTHEASTERLY RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, AND THE TERMINUS OF SAID LINE; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204=9011: THAT PORTION OF GOVERNMENT LOT 9 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 2, AT A POINT 1392.41 FEET SOUTH OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH 880 45' 19" EAST 145.55 FEET TO THE SOUTHWEST CORNER OF THE M. A. SEGALE PROPERTY, AS SHOWN ON THE RECORDED SURVEY UNDER KING COUNTY RECORDING NO.7707280568 (VOLUME 4 OF SURVEYS, PAGE 239) AND THE COMMENCEMENT OF SAID LINE; THENCE SOUTH 11 ° 41' 30" WEST 352.30 FEET; THENCE SOUTH 78' 09' 50" WEST 68.29 FEET TO INTERSECTION WITH THE WEST LINE OF SAID SECTION 2 AND THE TERMINUS OF SAID LINE; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST'/4 OF THE NORTHWEST''/a OF SAID SECTION; THENCE NORTH 89' 16' 32" WEST ALONG THE EAST - WEST CENTERLINE OF SAID SECTION, 458.30 FEET; THENCE NORTH 02° 40' 47" EAST 53.72 FEET TO THE TRUE POINT OF BEGINNING; THENCE ver. 05-26-09 Exhibit 2-1 20090617000114.047 CONTINUING NORTH 020 40' 47" EAST 68.04 FEET; THENCE NORTH 20° 24' 53" EAST 88.72 FEET; THENCE NORTH 49' 07' 02" EAST 82.00 FEET TO THE INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF FRAGER ROAD; THENCE SOUTH 400 52' 58" EAST, ALONG SAID SOUTHWESTERLY MARGIN, 117.97 FEET TO A POINT ON A CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 490 07' 02" WEST 798.51 FEET; THENCE SOUTHEASTERLY ALONG AN ARC OF SAID CURVE, CONCAVE TO'THE SOUTHWEST, 93.58 FEET TO A POINT ON A NON -TANGENT CURVE FROM WHICH RADIAL CENTER BEARS SOUTH 840 3 V 00" WEST 40.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO THE NORTHWEST, 67.17 FEET; THENCE NORTH 890 I6' 32" WEST 190.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT ROADS; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR ROAD RIGHT- OF-WAY AND STORM WATER RIGHT -OF WAY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 9705281237; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR FRAGER ROAD RIGHT-OF- WAY BY DEED RECORDED UNDER RECORDING NO. 9705281238; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9015: GOVERNMENT LOT 8 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE SOUTH 40 FEET THEREOF TO KING COUNTY FOR ROADWAY AS RECORDED UNDER RECORDING NO.258128; AND EXCEPT THE NORTH 22.8 FEET THEREOF TO KING COUNTY FOR ROADWAY AS RECORDED UNDER RECORDING NO. 1731274; AND EXCEPT THOSE PORTIONS THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR -COURT CAUSE NO.47302 FOR DRAINAGE DITCHES BY THE BOARD OF COMMISSIONERS OF DRAINAGE DISTRICT NO.2 OF KING COUNTY, WASHINGTON; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT BY DEED RECORDED UNDER RECORDING NO. 9705231403; TOGETHER WITH THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4 OF SECTION 3, (SAID POINT ALSO BEING THE NORTHWEST CORNER OF GOVERNMENT LOT 8 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.); THENCE SOUTH 00030'45" EAST ALONG THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 3, A DISTANCE OF 22.8 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89°54'02" WEST ALONG A LINE 22.8 FEET SOUTH OF AND PARALLEL TO THE EAST —WEST CENTER LINE OF SAID SECTION 3, A DISTANCE OF 711.96 FEET; THENCE SOUTH 00025'36" EAST, A DISTANCE OF 1,264.25 FEET TO A POINT 40 FEET NORTH OF THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE SOUTHEAST ver. 05-26-09 Exhibit 2-2 20090617000114.048 1/4 OF SECTION 3; THENCE NORTH 89°40'00" EAST ALONG A LINE 40 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE SOUTHEAST 1/4, A DISTANCE OF 713.84 FEET TO THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 3; THENCE NORTH 00°30'45" WEST ALONG SAID EAST LINE, A DISTANCE OF 1,262.59 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THOSE PORTIONS THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NO.47302 FOR DRAINAGE DITCHES BY THE BOARD OF COMMISSIONERS OF DRAINAGE DISTRICT NO.2 OF KING COUNTY, WASHINGTON; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT BY DEED RECORDED UNDER RECORDING NO.9705231403; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9033: THAT PORTION OF GOVERNMENTS LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 2, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 010 55' 10" WEST, A DISTANCE OF 217.06 FEET; THENCE, ALONG SAID WEST LINE, SOUTH 010 55' 10" EAST 343.94 FEET; THENCE NORTH 88' 04' 50" EAST, 181.50 FEET; THENCE SOUTH 01 ° 55' 10" EAST 347.90 FEET TO THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO JOSEPH GUNTER UNDER KING COUNTY RECORDING NO.3526897; THENCE SOUTH 89° 38' 20" EAST; ALONG.SAID NORTH LINE, AND THE SAME PRODUCED TO THE WESTERLY BANK OF GREEN RIVER; THENCE NORTHERLY AND EASTERLY, ALONG SAID RIVER BANK, TO THE NORTH LINE OF SAID SECTION 2; THENCE NORTH 890 03' 20" WEST, ALONG SAID NORTH LINE, TO A POINT FROM WHICH THE NORTHWEST CORNER OF SAID SECTION BEARS NORTH 890 03, 20" WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 770 19' 20" EAST, 269.06 FEET; THENCE SOUTH 15' 04' 10" WEST 311.46 FEET; THENCE SOUTH 880 33' .10" WEST 198.77 FEET; THENCE NORTH 02°41' 45" EAST 140.14 FEET; THENCE NORTH 720 37' 15" WEST 373.20 FEET; THENCE SOUTH 57' 55' 05" WEST 320.85 FEET; THENCE SOUTH 73' 44' 00" WEST 208.18 FEET; THENCE SOUTH 170 47' 50" WEST 250.67 FEET; THENCE NORTH 45° 27' 10" WEST 549.48 FEET, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY MARGIN OF FRAGER ROAD; TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 10 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF FRAGER ROAD, WESTERLY OF THE WESTERLY BANK OF THE GREEN RIVER, AND SOUTHERLY OF THE EASTERLY EXTENSION OF THE NORTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO JOSEPH GUNTER UNDER KING ver. 05-26-09 Exhibit 2-3 COUNTY RECORDING NO.3526897; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9037: THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTH LINE OF SAID SECTION, AT A POINT SOUTH 890 03' 20" EAST, 1,314.12 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE SOUTH 770 I9' 20" EAST 269.06 FEET; THENCE SOUTH 150 04' 10" WEST 311.46 FEET; THENCE SOUTH 880 33' 10" WEST 198.77 FEET; THENCE NORTH 020 41' 45" EAST 140.14 FEET; THENCE NORTH 720 37' 15" WEST TO THE EAST LINE OF THE 40 FOOT COUNTY ROAD, AS ESTABLISHED AND USED ON APRIL 30, 1951 `FRAGER ROAD'; THENCE NORTHERLY ALONG SAID EASTERLY ROAD LINE TO THE NORTH LINE OF SAID SECTION; THENCE EAST ALONG SAID NORTH SECTION LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING SOUTHERLY AND EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING ON THE EASTERLY LINE OF SAID TRACT, AT A POINT 164.83 FEET SOUTHERLY OF THE NORTHEAST CORNER THEREOF; THENCE NORTH 740 0P 20" WEST 96.81 FEET; THENCE NORTH 670 09' 20" WEST 131.54 FEET; THENCE SOUTH 050 44' 15" WEST 225.46 FEET TO THE SOUTHERLY LINE OF SAID TRACT AND THE TERMINUS OF SAID LINE; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN FRAGER ROAD; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9040: THAT PORTION OF GOVERNMENT LOTS 10 AND 11 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION, FROM WHICH POINT THE NORTHWEST CORNER THEREOF BEARS NORTH 890 03' 20" WEST, A DISTANCE OF 1,314.12 FEET; THENCE SOUTH 77119' 20" EAST, 269.06 FEET; THENCE SOUTH 150 04' 10" WEST, 164.83 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 150 04' 10" WEST 146.63 FEET; THENCE SOUTH 880 33' 10" WEST 198.77 FEET; THENCE NORTH 050 44' 15" EAST 225.46 FEET; THENCE SOUTH 67' 09' 20" EAST, 131.54 FEET; THENCE SOUTH 740 01' 20" EAST, 96.81 FEET TO THE TRUE POINT OF BEGINNING; EXCEPTING THEREFROM ANY PORTION OF FRAGER COUNTY ROAD, IF ANY, THAT LIES WITHIN THE LAND HEREINABOVE DESCRIBED; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9043: ver. 05-26-09 Exhibit 2-4 20090617000114.050 THAT PORTION OF GOVERNMENT LOT 10 IN SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 2, WHICH IS SOUTH 87° 59' 06" EAST 835.00 FEET FROM THE NORTHWEST CORNER OF SAID SECTION 2; THENCE SOUTH 420 48' 17" EAST 165.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 57' 55' 05" WEST 320.85 FEET; THENCE SOUTH 730 44' 15" WEST 208.18 FEET; THENCE SOUTH 17' 47' 50" WEST 250.67 FEET; THENCE SOUTH 450 27' 10" EAST 216.97 FEET; THENCE SOUTH 31' 12' 21" WEST 731.63 FEET; THENCE SOUTH 88' 43' 44" EAST 896.82 FEET TO THE WESTERLY MARGIN OF MESS COUNTY ROAD NO. 76 (FRAGER ROAD) AND A POINT ON THE ARC OF A CURVE, FROM WHICH THE RADIUS POINT BEARS NORTH 740 07' 22" WEST, A DISTANCE OF 710.00 FEET; THENCE NORTHEASTERLY ALONG SAID WESTERLY MARGIN, ALONG A CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 01 ° 58' 59", HAVING A RADIUS OF 710.00 FEET, AN ARC DISTANCE FO 24.57 FEET; THENCE NORTH 13' 53' 39" EAST 353.86 FEET TO A POINT ON A CURVE TO THE LEFT, HAVING A RADIUS OF 1,090.00 FEET, THROUGH A CENTRAL ANGLE OF 06° 30' 49", AN ARC DISTANCE OF 123.92 FEET; THENCE NORTH 07' 22' 50" EAST 584.35 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1,780.00 FEET, THROUGH A CENTRAL ANGLE OF 03° 05' 53", AN ARC DISTANCE FO 96.25 FEET; THENCE NORTH 72' 37' 15" WEST 338.36 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 022204-9057: THAT PORTION OF GOVERNMENT LOT 10 IN THE NORTHWEST %4 OF THE NORTHWEST'/4 OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., BEING MORE PARTICULARILY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 2; THENCE SOUTH 01° 09' 08" EAST 217.06, ALONG THE WEST LINE OF SECTION 2, TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 45' 27' 10" EAST 766.45 FEET; THENCE SOUTH 310 12' 21" WEST 731.63 FEET; THENCE SOUTH 88° 45' 19" EAST 896.82 FEET TO THE WEST MARGIN OF FRAGER ROAD; THENCE SOUTHERLY ALONG SAID WEST MARGIN OF FRAGER ROAD, TO THE SOUTH LINE OF SAID NORTHWEST'/ OF THE NORTHWEST''/4; THENCE WEST ALONG SAID SOUTH LINE TO THE WEST LINE OF SAID NORTHWEST ''/4 OF THE NORTHWEST %4; THENCE NORTH ALONG SAID WEST LINE TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF, DESCRIBED AS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 2, PROCEED SOUTH 01° 09' 08" EAST 1,392.41, ALONG THE WEST LINE OF SECTION 2, TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 880 45' 19" EAST 145.55 FEET TO THE SOUTHWEST CORNER OF THE M. A. SEGALE PROPERTY AS SHOWN ON THE RECORDED SURVEY NO.7707280568, FILED IN VOLUME 4 OF SURVEYS, . ver. 05-26-09 Exhibit 2-5 20090617000114.061 PAGE 239, RECORDS OF KING COUNTY; THENCE SOUTH 110 41' 30" WEST 352.30;THENCE SOUTH 780 09' 50" WEST 236.01 FEET; THENCE NORTH 290 00' 00" WEST 99.12 FEET; THENCE NORTH 110 26' 35" EAST 51.27 FEET; THENCE NORTH 360 52' 33" EAST 324.55 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS: BEGINNING ON THE WEST LINE OF SAID SECTION 2, AT A POINT SOUTH 01 ° 55' 10" EAST 812.83 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE NORTH 370 42' 25" EAST 12.78 FEET; THENCE SOUTH 42' 49' 45" EAST 193.04 FEET; THENCE SOUTH 30' 11' 35" WEST 85.52 FEET; THENCE NORTH 580 59' 10" WEST 104.89 FEET TO THE WEST LINE OF SAID SECTION 2; THENCE NORTH 010 55' 10" WEST 150.65 FEET TO THE POINT OF BEGINNING; AND EXCEPT THAT PORTION WITHIN PRIMARY STATE HIGHWAY NO. I (INTERSTATE HIGHWAY NO. 5); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 023900-0352: THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF ORILLIA ROAD SOUTH AS CONVEYED BY DEED RECORDED UNDER RECORDING NO.6016781, AND NORTH OF SOUTH 2O0TH STREET; EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO.98-2-18787-5 KNT; (BEING ALSO KNOWN AS A PORTION OF LOTS 105 AND 106 IN ANGLE LAKE SHORE ACRES DIVISION 2 UNRECORDED); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9006: THE SOUTHEAST 1/4 OF THE NORTHEAST!/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE WEST 610.50 FEET CONVEYED TO THE SEATTLE AND WALLA RAILROAD AND TRANSPORTATION COMPANY BY DEED RECORDED UNDER VOLUME 9 OF DEEDS, PAGE 42; AND EXCEPT THE WEST 160 FEET OF THE EAST 709.5 FEET OF THE SOUTH 240 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE FOLLOWING DESCRIBED TRACT, TO -WIT: BEGINNING AT THE NORTHWEST CORNER OF SECTION 2 IN SAID TOWNSHIP 22 NORTH, PROCEED SOUTH 010 09, 08" EAST 1,392.41, ALONG THE WEST LINE OF SAID SECTION 2, TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88' 45' 19" EAST 145.55 FEET TO THE SOUTHWEST CORNER OF THE M. A. SEGALE PROPERTY AS SHOWN ON THE RECORDED SURVEY NO. 7707280568, FILED IN VOLUME 4 OF SURVEYS, PAGE 239, RECORDS OF KING COUNTY; THENCE SOUTH I 1 ° 41' 30" WEST 352.30; THENCE SOUTH 780 09' 50" WEST 236.01 FEET; THENCE NORTH 29' 00' 00" WEST 99.12 FEET; THENCE NORTH 1 I ° 26' 35" EAST 51.27 FEET; THENCE ver. 05-26-09 Exhibit 2-6 20090617000114.052 NORTH 360 52' 33" EAST 324.55 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT COUNTY ROAD (SOUTH 2O0TH STREET); AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR ROAD RIGHT- OF-WAYS AND STORM WATER RIGHT-OF-WAYS AND STORM WATER RIGHT-OF-WAY BY DEED RECORDED UNDER KING COUNTY RECORDING NO.9705281237; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9047: THAT PORTION OF THE NORTHEAST '/4 OF THE NORTHEAST 1/41N SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING SOUTHEASTERLY OF ORILLIA ROAD EXTENSION COUNTY ROAD AND PRIMARY STATE HIGHWAY NO. 1 (INTERSTATE 5); EXCEPT THAT PORTION THEREOF LYING WITHIN THE FOLLOWING DESCRIBED TRACT: BEGINNING AT THE NORTHWEST CORNER OF SECTION 2 IN SAID TOWNSHIP 22 NORTH; THENCE PROCEED SOUTH 010 09' 08" EAST, 1,392.41 FEET ALONG THE WEST LINE OF SAID SECTION 2, TO THE POINT OF BEGINNING; THENCE SOUTH 88' 45' 19" EAST 145.55 FEET TO THE SOUTHWEST CORNER OF THE M.A. SEGALE PROPERTY AS SHOWN ON THE RECORDED SURVEY NO.7707280568, FILED IN VOLUME 4 OF SURVEYS, PAGE 239, RECORDS OF KING COUNTY; THENCE SOUTH 110 41' 30" WEST 352.30 FEET; THENCE SOUTH 780 09' 50" WEST 236.01 FEET; THENCE NORTH 29° 00' 00" WEST 99.12 FEET; THENCE NORTH 110 26' 35" EAST 51.27 FEET; THENCE NORTH 360 52' 33" EAST 324.55 FEET TO THE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.6013508; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9056: THE NORTHEASTERLY 424.1 FEET OF THE SOUTHERLY 822.5 FEET OF THE WEST 150 FEET OF THAT PORTION OF THE SOUTHEAST %4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 412.5 FEET SOUTH AND 1,930.5 FEET EAST FROM THE NORTHWEST CORNER OF THE SOUTHEAST'/4 OF SAID SECTION 3; THENCE SOUTH 875 FEET, MORE OR LESS, TO THE NORTH MARGINAL LINE OF THE ROAD; THENCE WEST 746 FEET; THENCE NORTH 875 FEET, MORE OR LESS, TO A POINT WHICH IS WEST OF THE POINT OF BEGINNING; THENCE EAST 746 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER A STRIP OF LAND 30 FEET IN WIDTH, THE CENTERLINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF THE ABOVE DESCRIBED MAIN TRACT WHICH IS 527.5 FEET SOUTH AND 1,184.5 FEET EAST OF THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 3;THENCE WEST 226 FEET TO THE EASTERLY MARGIN OF ver. 05-26-09 Exhibit 2-7 20090617000114.053 51ST PLACE SOUTH "ORILLA ROAD SOUTH" AND THE TERMINUS OF SAID LINE; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9062: PARCEL A: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE MARKING THE SOUTHEAST CORNER OF SAID SECTION 3, SAID PIPE BEING 335.00 FEET EASTERLY FROM A CONCRETE MONUMENT; THENCE NORTH, ALONG THE EAST LINE OF SAID SECTION 3, 2,139.83 FEET; THENCE WEST, AT RIGHT ANGLES TO SAID EAST LINE, 1,472.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88°57'43" WEST, 234.57 FEET; THENCE SOUTH 27037'40" WEST, 264.86 FEET; THENCE SOUTH 48'11'25" WEST, 269.46 FEET; THENCE SOUTH 51058'10" EAST, 310.00 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE NORTHERLY LINE OF A COUNTY ROAD (ALLEN CLARK ROAD NO.665); THENCE EASTERLY, SOUTHERLY, EASTERLY ALONG NORTHERLY, EASTERLY AND NORTHERLY LINE OF SAID COUNTY ROAD, TO A POINT, WHICH BEARS SOUTH 0°13'04" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 0°13'04" EAST, 760.00 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONDEMNED FOR ROAD IN KING COUNTY SUPERIOR COURT CAUSE NO. 653033; ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE COUNTY OF KING FOR ORILLIA ROAD SOUTH BY DEED RECORDED UNDER RECORDING NO.5975360; ALSO EXCEPT THAT PORTION THEREOF, LYING EAST OF A LINE 1,184.50 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 3; ALSO EXCEPT THAT PORTION THEREOF, LYING NORTH OF A LINE 412.50 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 3; AND EXCEPT THAT PORTION THEREOF, LYING SOUTH OF THE NORTH LINE OF SOUTH 2O4TH STREET (ALLEN CLARK ROAD NO.665); TOGETHER WITH THAT PORTION OF VACATED SOUTH 2O4TH STREET ADJOINING, PURSUANT TO KING COUNTY ORDINANCE 3430, AS RECORDED UNDER RECORDING NO. 7710120661, RECORDS OF KING COUNTY, AS WOULD ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; PARCEL B: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., LYING SOUTHERLY OF A TRACT OF LAND DEEDED TO CHARLES N. ANDERSON AND LOUISE ANNA ANDERSON RECORDED UNDER RECORDING NO. 4738153, EASTERLY OF ORILLIA ROAD AND WESTERLY OF SOUTH 2O4TH ver. 05-26-09 Exhibit 2-8 20090617000114.064 STREET (ALLEN CLARK ROAD NO.665); EXCEPT THAT PORTION THEREOF CONDEMNED FOR ROAD IN KING COUNTY SUPERIOR COURT CAUSE NO. 653033; ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE COUNTY OF KING FOR ORILLIA ROAD SOUTH BY DEED RECORDED UNDER RECORDING NO. 5975360; AND EXCEPT THAT PORTION THEREOF, LYING SOUTH OF THE NORTH LINE OF SOUTH 2O4TH STREET (ALLEN CLARK ROAD NO.665); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9090: THE WEST 160 FEET OF THE EAST 709.5 FEET OF THE SOUTH 240 FEET OF THE SOUTHEAST''/4 OF THE NORTHEAST ''/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE WEST 20 FEET THEREOF; AND EXCEPT ANY PORTION OF THE COUNTY ROAD, IF ANY, THAT LIES WITHIN THE LAND HEREINABOVE DESCRIBED; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF KENT FOR ROAD RIGHT-OF-WAYS BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 9705281237; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9092: THAT PORTION OF THE SOUTHEAST'/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 3, TURNING THENCE SOUTH 89° 11' 06" WEST ALONG THE NORTH LINE OF THE SOUTHEAST %4 OF SAID SECTION 3, A DISTANCE OF 723.80 FEET; THENCE SOUTH 01' 1 l' 00" EAST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01' 11' 00" EAST 300 FEET; THENCE SOUTH 890 11' 06" WEST, PARALLEL WITH SAID NORTH LINE, 220 FEET; THENCE NORTH 01° 11' 00" WEST 300 FEET TO THE SOUTH LINE OF THE NORTH 30 FEET OF SAID SOUTHEAST'/4; THENCE NORTH 890 11' 06" EAST 220 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9093: THAT PORTION OF SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 30 FEET SOUTH AND 723.80 FEET WEST OF THE NORTHEAST CORNER OF SOUTHEAST 1/,4; THENCE SOUTH TO THE NORTH LINE OF SOUTH 2O4TH STREET; THENCE WEST 746 FEET; THENCE NORTH TO A POINT 527.5 FEET SOUTH OF THE NORTH LINE; THENCE WEST TO ORILLIA ROAD SOUTH; THENCE NORTHERLY ALONG ROAD TO A POINT 30 FEET SOUTH OF THE NORTH LINE OF SOUTHEAST 1/4; THENCE EAST TO BEGINNING; EXCEPT THE NORTH 300 FEET OF THE EAST 220 FEET THEREOF, AND EXCEPT THAT PORTION, BEGINNING 398.4 FEET NORTH OF THE SOUTHWEST CORNER THEREOF;THENCE NORTH 424.1 FEET; THENCE EAST 150 FEET; THENCE ver. 05-26-09 Exhibit 2-9 20090617000114. SOUTH 424.1 FEET; THENCE WEST 150 FEET TO BEGINNING, AND EXCEPT THAT PORTION, BEGINNING 1,565.30 FEET WEST AND 385.52 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 8991'06" EAST 1'20 FEET; THENCE NORTHEASTERLY 138 FEET TO A POINT 284 FEET SOUTH AND 1,340.72 FEET WEST OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01111'00" WEST 284 FEET; THENCE WEST TO THE EASTERLY LINE OF ORILLIA ROAD SOUTH; THENCE SOUTHERLY ALONG ROAD TO A POINT NORTH OF BEGINNING; THENCE SOUTH TO BEGINNING; AND EXCEPT ROAD; AND EXCEPT DITCH; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9100: THE WEST 37 RODS (610.5 FEET) OF THE SOUTHEAST'/, OF THE NORTHEAST '/, OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; EXCEPT THOSE PORTIONS THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NOS. 1168064, 2751663, AND 6016780; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO. 1, BY DEED RECORDED UNDER RECORDING NO.5191889; AND EXCEPT THAT PORTION LYING NORTHWESTERLY OF 51ST PLACE SOUTH (ORILLIA ROAD SOUTH); AND EXCEPT THAT PORTION CONDEMNED BY THE CITY OF KENT, FOR RIGHT OF WAY IN KING COUNTY SUPERIOR COURT CAUSE NO. 98-2-18787-5 KNT; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 032204-9106: A PORTION OF THE WEST %2 OF THE NORTHWEST ''/4 OF SECTION 2 AND THE EAST %2 OF THE NORTHEAST %. OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., BEING MORE PARTICULARILY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 2, PROCEED SOUTH 010 09' 08" EAST 1,392.41, ALONG THE WEST LINE OF SECTION 2, TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 45' 19" EAST 145.55 FEET TO THE SOUTHWEST CORNER OF THE M. A. SEGALE PROPERTY AS SHOWN ON THE RECORDED SURVEY NO. 7707280568, FILED IN VOLUME 4 OF SURVEYS, PAGE 239, RECORDS OF KING COUNTY;THENCE SOUTH 11141' 30" WEST 352.30;THENCE SOUTH 780 09' 50" WEST 236.01 FEET; THENCE NORTH 29" 00' 00" WEST 99.12 FEET; THENCE NORTH I 1 ° 26' 35" EAST 51.27 FEET; THENCE NORTH 360 52' 33" EAST 324.55 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 262304-9065: THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 114 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 ver. 05-26-09 Exhibit 2-10 20090617000114.056 OF SECTION 26; THENCE NORTH 87°45'57" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4, A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE CONTINUING NORTH 87045'57" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 680 FEET, MORE OR LESS, TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 39.0 FEET NORTHWESTERLY OF THE CENTER LINE OF A 19 FOOT RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO.6643573 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 16°18'55" EAST ALONG SAID PARALLEL LINE 92 FEET, MORE OR LESS, TO THE CENTER LINE OF A 40 FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NO.6233536; THENCE NORTH 50°38'32" WEST ALONG SAID DRAINAGE EASEMENT CENTER LINE 224 FEET, MORE OR LESS, TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 26; THENCE SOUTH 00°56'36" WEST ALONG SAID WEST LINE TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION TO THE TRUE POINT OF BEGINNING; TOGETHER WITH ALL RIGHTS IN THOSE CERTAIN 15 FOOT EASEMENTS RESERVED IN DOCUMENTS RECORDED UNDER KING COUNTY RECORDING NOS. 7701050685 AND 7701050686; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9008: THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING SOUTHERLY OF MUSIEL ROAD; EXCEPT THAT PORTION THEREOF, PURSUANT TO THE CITY OF TUKWILA ORDINANCE 626, RECORDED UNDER RECORDING NO. 6671631, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35, NORTH 87050'57" WEST, 319.21 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 20003'27" EAST, 31.53 FEET; THENCE SOUTH 87050'57" EAST, 96.47 FEET; THENCE ALONG THE ARC AT THE CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 15016' 16" AN ARC DISTANCE OF 13.33 FEET; THENCE SOUTH 24°56'33" EAST, 35.68 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE NORTH 87°50'57" WEST, 135.58 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THE VACATED PORTION OF MUSIEL ROAD ADJOINING, PURSUANT TO THE CITY OF TUKWILA ORDINANCE 626, RECORDED UNDER ver. 05-26-09 Exhibit 2-11 2 RECORDING NO. 6671631, WHICH, UPON VACATION, ATTACHED BY OPERATION OF LAW, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87050'57" WEST, ALONG THE SOUTH LINE THEREOF, 319.21 FEET; THENCE NORTH 20003'27" EAST, 31.53 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 87050'57" WEST, 31.53 FEET; THENCE NORTH 20003'27" EAST, 221.29 FEET; THENCE SOUTH 24003'27" EAST, 216.19 FEET; THENCE WESTERLY, ALONG AN ARC OF CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, THE RADIAL POINT OF WHICH BEARS NORTH 48012'58" WEST, THROUGH A CENTRAL ANGLE OF 35005'45" AN ARC DISTANCE OF 30.63 FEET; THENCE NORTH 24056'33" WEST, 146.77 FEET; THENCE SOUTH 20003'27" WEST, 139.18 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9009: THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 87°45'57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST'/4, A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 11'59'33" EAST, ALONG SAID WEST MARGIN, A DISTANCE OF 41.27 FEET; THENCE NORTH 87045'57" WEST A DISTANCE OF 229.11 FEET; THENCE SOUTH 42°30'27" WEST A DISTANCE OF 695.97 FEET; THENCE SOUTH 52044'03" EAST TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE WESTERLY, ALONG SAID SOUTH LINE, TO THE EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE NORTH 01°49'41" EAST, ALONG SAID EAST LINE, TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4; THENCE SOUTH 87°45'57" EAST, ALONG THE NORTH LINE, OF SAID NORTHWEST %4, A DISTANCE OF 83 1. 10 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION OF SAID TRACT LYING WITHIN THE BOUNDARIES OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA-8-79, RECORDED UNDER KING COUNTY RECORDING NO. 7908230752; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ver. 05-26-09 Exhibit 2-12 20090617000114.058 PARCEL 352304-9013: THAT PORTION OF THE SOUTHEAST''/4 OF THE,NORTHWEST'/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING ON THE SOUTHERLY LINE OF SAID SUBDIVISION AT A POINT 657.02 FEET WESTERLY OF THE INTERSECTION OF SAID SOUTHERLY LINE WITH THE WESTERLY LINE OF COUNTY ROAD NO.540 (57TH AVENUE SOUTH), SAID POINT BEING THE SOUTHWESTERLY CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO.4744487; THENCE NORTH 16°21'00" EAST 831.38 FEET TO THE NORTHWESTERLY CORNER OF SAID CERTAIN TRACT OF LAND; THENCE SOUTH 87053'30" EAST 504.80 FEET; THENCE NORTH 60"47'30" EAST 206.43 FEET TO THE WESTERLY LINE OF SAID COUNTY ROAD; THENCE NORTHERLY ALONG SAID WESTERLY LINE TO THE NORTHERLY LINE OF SAID SUBDIVISION; THENCE WESTERLY ALONG SAID NORTHERLY LINE TO THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG THE WESTERLY LINE THEREOF TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE EASTERLY ALONG THE SOUTHERLY LINE THEREOF TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87°51'01" EAST, ALONG THE NORTH LINE OF SAID SUBDIVISION 800 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH PERPENDICULAR TO THE SAID NORTH LINE OF SAID SUBDIVISION 250 FEET; THENCE EAST PARALLEL WITH THE SAID NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF COUNTY ROAD NO. 540; THENCE NORTHERLY ALONG THE SAID WESTERLY LINE OF SAID COUNTY ROAD TO THE INTERSECTION WITH THE SAID NORTH LINE OF SAID SUBDIVISION; THENCE NORTH 87°51'01" WEST ALONG SAID NORTH LINE OF SAID SUBDIVISION 335 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°49'45" EAST ALONG THE WEST LINE OF SAID SUBDIVISION 566.20 FEET; THENCE NORTH 63°06'45" EAST 485.45 FEET TO AN IRON PIPE AT THE NORTHWESTERLY CORNER OF SAID CERTAIN TRACT OF LAND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 4744487; THENCE SOUTH 18°30'20" WEST ALONG THE WESTERLY LINE OF SAID TRACT 835.35 FEET TO THE SOUTH LINE OF THE SOUTHEAST'/4 OF THE NORTHWEST %4 OF SAID SECTION; THENCE NORTH 87056'03" WEST ALONG SAID SOUTH LINE 186.03 FEET TO THE POINT OF BEGINNING; AND EXCEPT COUNTY ROADS; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9015: ver. 05-26-09 Exhibit 2-13 20090617000114. PARCEL A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L06-029 RECORDED UNDER RECORDING NO.20060913900003; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9016: THAT PORTION OF THE SOUTHWEST 114 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 87159'06" EAST ALONG THE SOUTH LINE THEREOF 507.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87059'06" EAST 328.00 FEET; THENCE NORTH 16°56'40" EAST 262.12 FEET; THENCE NORTH 4701 I'37" WEST TO THE EASTERLY RIGHT-OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE SOUTHERLY ALONG SAID MARGIN TO A POINT AT ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND PREVIOUSLY CONVEYED BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, UNDER KING COUNTY RECORDING NO.2722034; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT TO THE TRUE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9018: LOT B OF BOUNDARY LINE ADJUSTMENT NO. L99-0008, RECORDED UNDER KING COUNTY RECORDING NO. 9906099010, RECORDS OF KING COUNTY, WASHINGTON; BEING A PORTION OF GOVERNMENT LOT 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9019: THAT PORTION OF THE SOUTHWEST'/4 OF THE NORTHEAST %4 OF THE NORTHWEST'/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING SOUTH AND WEST OF P.J. MUSIEL ROAD (SOUTH 178TH STREET), DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST %4 OF THE NORTHEAST %4 OF THE NORTHWEST %4 OF SAID SECTION; THENCE SOUTH 87°50'57" EAST 286.71 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 23°27'57" EAST 147.13 FEET; THENCE SOUTH 87050'57" EAST 25 FEET; THENCE NORTH 23°27'57" EAST 180 FEET, MORE OR LESS, TO A POINT ON THE SOUTHERLY MARGIN OF SAID P.J. MUSIEL ROAD; THENCE SOUTH 55013'03" EAST ALONG SAID SOUTHERLY MARGIN 195.78 FEET; THENCE ALONG THE WESTERLY MARGIN OF SAID MUSIEL ROAD SOUTH 29037'57" WEST 224.57 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE NORTH 87°50'57" WEST ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION OF THE ver. 05-26-09 Exhibit 2-14 20090617000114.060 SOUTHWEST %4 OF THE NORTHEAST '/4 OF THE NORTHWEST '/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE ALONG THE SOUTH LINE THEREOF, SOUTH 87°50'57" EAST 365.16 FEET; THENCE NORTH 02009'03" EAST 137.09 FEET; THENCE NORTH 23°27'57" EAST 179.32 FEET TO THE SOUTHWESTERLY MARGIN OF SOUTH 178TH STREET; THENCE ALONG SAID MARGIN SOUTH 60038'09" EAST 10.11 FEET; THENCE ALONG SAID MARGIN SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 208.74 FEET, A DISTANCE OF 10.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN AND SAID CURVE A DISTANCE OF 70.00 FEET; THENCE SOUTH 21038'27" WEST 120.39 FEET; THENCE NORTH 68°52'03" WEST 70.06 FEET; THENCE NORTH 23027'57" EAST 145.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 6405581; TOGETHER WITH THOSE PORTIONS OF MUSIEL ROAD (SOUTH 178TH STREET) VACATED BY THE CITY OF TUKWILA BY ORDINANCE NO.556 WHICH ATTACHED THERETO BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9025: THAT PORTION OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE SOUTH 01°49'41" WEST, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35, A DISTANCE OF 757.08 FEET TO THE NORTHERLY MARGIN OF SOUTH 178TH STREET (P.J. MUSIEL COUNTY ROAD); THENCE NORTH 65022'03" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 240.64 FEET; THENCE NORTH 47046'03" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 341.00 FEET TO THE EAST RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1 (JUNCTION S. S. H. NO.5A TO SOUTH 178TH STREET); THENCE NORTH 09°32`33" EAST, ALONG SAID EAST RIGHT- OF-WAY LINE, A DISTANCE OF 240.39 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 11,199.16 FEET, AN ARC DISTANCE OF 209.74 FEET, THROUGH A CENTRAL ANGLE OF 01 004'23", TO THE NORTH LINE OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE SOUTH 87045'57" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 419.14 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF VACATED SOUTH 178TH STREET ADJOINING, PURSUANT TO ORDINANCE NO.8238, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, PARCEL 352304-9027: ver. 05-26-09 Exhibit 2-15 20090617000114.061 THE NORTH 25.25 FEET OF THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 87°45'57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST %4, A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF THE SOUTHCENTER PARKWAY; THENCE SOUTH 11'59'33" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET; THENCE CONTINUING SOUTH 11059'33" EAST, ALONG SAID MARGIN, A DISTANCE OF 94.05 FEET; THENCE SOUTH 78°00'27" WEST A DISTANCE OF 68.93 FEET TO AN ANGLE POINT ON THE OLD ALIGNMENT OF SOUTH 178TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 20°0327" WEST, ALONG THE OLD CENTERLINE OF SAID STREET, A DISTANCE OF 221.29 FEET TO A LINE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST %4, BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET; THENCE NORTH 87°50'57" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TO A POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 169.17 FEET, THROUGH A CENTRAL ANGLE OF 85035'34", TO A POINT OF REVERSE CURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE LEFT HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 29.43 FEET, THROUGH A CENTRAL ANGLE OF 06016'32", TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29042'27" EAST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 52.69 FEET TO AN ANGLE POINT; THENCE NORTH 55008'33" WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET TO THE TRUE POINT OF BEGINNING, AND FROM WHICH SAID TRUE POINT OF BEGINNING, POINT "A" WHICH IS TO BE USED FOR LATER REFERENCE HEREIN, LIES NORTH 37055'55" EAST, A DISTANCE OF 173.09 FEET; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 62°56'38" WEST, HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 157.50 FEET, THROUGH A CENTRAL ANGLE OF 33°34'48"; THENCE NORTH 60'38' 10" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 204.96 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 508.59 FEET, AN ARC DISTANCE OF 25.52 FEET, THROUGH A CENTRAL ANGLE OF 02°5229"; THENCE NORTH 63030'39" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 290.59 FEET TO THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 01049'41" EAST, ALONG SAID WEST LINE, TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE EASTERLY, ALONG SAID SOUTH LINE, TO INTERSECT A LINE WHICH BEARS NORTH 52°44'03" WEST FROM THE AFOREMENTIONED POINT "A"; THENCE SOUTH 52°44'03" ver. 05-26-09 Exhibit 2-16 --- - -20090617000114.0 2 EAST TO SAID POINT "A", WHICH POINT IS THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 UNDER RECORDING NO.6704630; THENCE SOUTH 37055'55" WEST 173.09 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA,.COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9032: THAT PORTION OF THE SOUTHEAST 'V4 OF THE NORTHWEST %4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 880 53' 32" WEST ALONG THE NORTH LINE THEREOF, 101.47 FEET; THENCE SOUTH 080 43'18" WEST 477.17 FEET; THENCE SOUTH 17' 59' 30" WEST 247.69 TO THE TRUE POINT OF BEGINNING; THENCE' CONTINUING SOUTH 170 59' 30" WEST 151.00 FEET; THENCE SOUTH 710 43' 40" EAST 203.51 FEET; THENCE NORTH 16' 28' 50" EAST 151.08 FEET; THENCE NORTH 710 43' 40" WEST 199.53 FEET TO THE TRUE POINT OF BEGINNING; EXCEPTING THEREFROM THE COUNTY ROAD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9033: THE SOUTH 660 FEET OF THE SOUTHWEST j/4 OF THE NORTHWEST %4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; EXCEPT THE WEST 792 FEET THEREOF; AND EXCEPT THAT PORTION LYING NORTHWEST OF THE CITY OF SEATAC — CITY OF TUKWILA CORPORATE BOUNDARY AS ESTABLISHED BY TUKWILA ORDINANCE #269. PARCEL 352304-9036: PARCEL C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L99- 0008, AS RECORDED UNDER RECORDING NO.9906099010, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9038: PARCEL A: THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 87°45'57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST %, A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF THE SOUTHCENTER ver. 05-26-09 Exhibit 2-17 20090617000114.063 PARKWAY; THENCE SOUTH I i059-33" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET; THENCE CONTINUING SOUTH 11 059'33" EAST, ALONG SAID MARGIN, A DISTANCE OF 94.05 FEET; THENCE SOUTH 78000'27" WEST A DISTANCE OF 68.93 FEET TO AN ANGLE POINT ON THE OLD ALIGNMENT OF SOUTH 178TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 20003'27" WEST, ALONG THE OLD CENTERLINE OF SAID STREET, A DISTANCE OF 221.29 FEET TO A LINE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST''/a, BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET;THENCE NORTH 87050'57" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TO A POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 169.17 FEET, THROUGH A CENTRAL ANGLE OF 8503534", TO A POINT OF REVERSE CURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE LEFT HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 29.43 FEET, THROUGH A CENTRAL ANGLE OF 06016'32", TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29042'27" EAST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 52.69 FEET TO AN ANGLE POINT; THENCE NORTH 55008'33" WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET TO THE TRUE POINT OF BEGINNING, AND FROM WHICH SAID TRUE POINT OF BEGINNING, POINT "A" WHICH IS TO BE USED FOR LATER REFERENCE HEREIN, LIES NORTH 37055'55" EAST, A DISTANCE OF 173.09 FEET; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 62056'38" WEST, HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 157.50 FEET, THROUGH A CENTRAL ANGLE OF 33034'48"; THENCE NORTH 60038'10" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 204.96 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 508.59 FEET, AN ARC DISTANCE OF 25.52 FEET, THROUGH A CENTRAL ANGLE OF 02°52'29"; THENCE NORTH 63°30'39" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 290.59 FEET TO THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 011149141" EAST, ALONG SAID WEST LINE, TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 114'OF THE NORTHWEST 1/4 OF SAID SECTION 35; THENCE EASTERLY, ALONG SAID SOUTH LINE, TO INTERSECT A LINE WHICH BEARS NORTH 52044'03" WEST FROM THE AFOREMENTIONED POINT "A"; THENCE SOUTH 52044'03" EAST TO SAID POINT "A", WHICH POINT IS THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 UNDER RECORDING NO.6704630; THENCE SOUTH 37055'55" WEST 173.09 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 25.25 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ver. 05-26-09 Exhibit 2-18 20090617000114.064 PARCEL B: THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 87°45'57" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4, A DISTANCE OF 481.05 FEET, TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 11059'33" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 1,007.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11059-33" EAST, ALONG SAID MARGIN, A DISTANCE OF 94.05 FEET; THENCE SOUTH 78000'27" WEST A DISTANCE OF 68.93 FEET TO AN ANGLE POINT OF THE OLD ALIGNMENT OF SOUTH 178TH STREET (FORMERLY KNOWN AS P.J. MUSIEL COUNTY ROAD); THENCE SOUTH 20°03'27" WEST, ALONG THE OLD CENTERLINE OF SAID STREET, A DISTANCE OF 221.29 FEET TO A LINE 30 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID NORTHEAST 1/4 OF THE NORTHWEST 1/4, BEING THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET; THENCE NORTH 87050'57" WEST, ALONG SAID NORTHERLY MARGIN, A DISTANCE OF 233.08 FEET TO A POINT OF CURVE; THENCE ALONG SAID NORTHERLY MARGIN, ON A CURVE TO THE RIGHT HAVING A RADIUS OF 113.24 FEET, AN ARC DISTANCE OF 169.17 FEET, THROUGH A CENTRAL ANGLE OF 85035'34" TO A POINT OF REVERSE CURVE; THENCE ALONG SAID NORTHERLY MARGIN ON A CURVE TO THE LEFT, HAVING A RADIUS OF 268.74 FEET, AN ARC DISTANCE OF 29.43 FEET, THROUGH A CENTRAL ANGLE OF 06016'32" TO THE OLD CENTERLINE OF SAID SOUTH 178TH STREET; THENCE NORTH 29142'27" EAST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 52.69 FEET TO AN ANGLE POINT; THENCE NORTH 55008'33" WEST, ALONG SAID OLD CENTERLINE, A DISTANCE OF 64.04 FEET TO THE NORTHERLY MARGIN OF THE NEW ALIGNMENT OF SAID SOUTH 178TH STREET; THENCE NORTH 37055'55" EAST 173.09 FEET TO THE MOST SOUTHERLY CORNER OF A TRACT OF LAND CONVEYED TO AMERICAN NATIONAL INSURANCE BY DEED RECORDED OCTOBER 16, 1970 UNDER RECORDING NO. 6704630; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID CONVEYED TRACT, NORTH 42°30'27" EAST, A DISTANCE OF 106.34 FEET, ALONG THE SOUTHEASTERLY LINE OF AMERICAN NATIONAL INSURANCE'S TRACT TO THE INTERSECTION OF THE SOUTHWESTERLY LINE OF A TRACT CONVEYED TO LAUREL DEVELOPMENT CO., A WASHINGTON CORPORATION, BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7611100056; THENCE ALONG THE SOUTHERLY LINE OF SAID LAUREL DEVELOPMENT CO. TRACT, SOUTH 51-25'11" EAST, A DISTANCE OF 57.27 FEET; THENCE SOUTH 45056'15" EAST A DISTANCE OF 62.15 FEET; THENCE SOUTH 5103216" EAST A DISTANCE OF 47.25 FEET; THENCE SOUTH 76031'22" EAST A DISTANCE OF 72.20 FEET; THENCE SOUTH 87045'57" EAST A DISTANCE OF ver. 05-26-09 Exhibit 2-19 20090617000114.065 120.00 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9040: THAT PORTION OF THE SOUTHEAST %4 OF THE NORTHWEST %4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;.THENCE SOUTH 87051'01" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 800.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH PERPENDICULAR TO THE SAID NORTH LINE OF SAID SUBDIVISION 250.00 FEET; THENCE EAST PARALLEL WITH SAID NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE OF COUNTY ROAD NO. 540; THENCE NORTHERLY ALONG THE SAID WESTERLY LINE OF SAID COUNTY ROAD TO THE INTERSECTION, WITH THE SAID NORTH LINE OF SAID SUBDIVISION; THENCE NORTH 87057'01" WEST ALONG SAID NORTH LINE OF SAID SUBDIVISION 335.00 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT COUNTY ROAD; EXCEPT THAT PORTION CONDEMNED IN KING COUNTY CAUSE NO.698092 BY THE CITY OF TUKWILA FOR ROAD PURPOSES; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA IN CONCOMITANT ZONING AGREEMENT RECORDED UNDER RECORDING NO. 8708270391; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9041: THAT PORTION OF THE SOUTHWEST'/4 OF THE SOUTHWEST % AND OF GOVERNMENT LOT 7 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF THE COUNTY ROAD IN GOVERNMENT LOT 7 OF SAID SECTION, FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION 35, BEARS SOUTH 000 56' 40" WEST 1,048.79 AND NORTH 89° 03' 20" WEST 1,656.75 FEET, MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH LINE OF SAID SECTION; THENCE SOUTH 080 13' 05" EAST 36.70 FEET; THENCE SOUTH 19° 59' 25" WEST 520.10 FEET; THENCE SOUTH 730 05' 40" EAST 233.32 FEET; THENCE NORTH 16° 29' 55" EAST 474.00 FEET; THENCE SOUTH 64' 17' 20" EAST 232 FEET, MORE OR LESS, TO THE BANK OF THE GREEN RIVER; THENCE SOUTHERLY AND EASTERLY, ALONG SAID RIVER BANK, TO THE SOUTH LINE OF SAID SECTION 30; THENCE NORTH 890 03' 20" WEST ALONG SAID SOUTH LINE TO THE EASTERLY LINE OF SAID COUNTY ROAD; THENCE NORTHERLY FOLLOWING SAID ROAD LINE TO THE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE. SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 870 58' 28" EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 010 54' 58" WEST 145.53 FEET ALONG SAID ver. 05-26-09 Exhibit 2-20 20090617000114.066 LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS, THE FOLLOWING COURSES AND DISTANCES: NORTH 88' 05' 02" EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 620 10' 00" AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 250 55' 02" EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 830 13' 26" AND AN ARC LENGTH OF 44.41 FEET; THENCE SOUTH 70' 51' 32" EAST 121.13 FEET TO THE END OF SAID EASEMENT; THENCE SOUTH 19' 08' 28" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19' 08' 28" WEST 100.00 FEET; THENCE NORTH 70' 51' 32" WEST 100.00 FEET; THENCE NORTH 19' 08' 28" EAST 100.00 FEET; THENCE SOUTH 70' 51' 32" EAST 100.00 TO THE TRUE POINT OF -BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9045: THAT PORTION OF THE SOUTHWEST %4 OF THE SOUTHWEST'/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST '/4 OF SAID SECTION 35; THENCE SOUTH 87° 59' 06" EAST, ALONG THE SOUTH LINE OF SAID SOUTHWEST''/4, 835.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 870 59' 06" EAST, ALONG SAID SOUTH LINE, 438.99 FEET TO THE WESTERLY MARGIN OF MESS COUNTY ROAD NO.76; . THENCE NORTH 010 53' 23" WEST, ALONG SAID MARGIN, 216.74 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 306.48 FEET, THROUGH A CENTRAL ANGLE OF 02° 52' 12", AN ARC DISTANCE OF 15.35 FEET TO A SURVEY MONUMENT ON THE SOUTH LINE OF THE NORTH 1,089.31 FEET OF SAID SOUTHWEST'/4 OF THE SOUTHWEST''/4 OF SECTION 35; THENCE NORTH 870 57' 17" WEST ON THE SOUTH LINE, 331.09 FEET, MORE OR LESS, TO A SURVEY MONUMENT; THENCE NORTH 47' 11' 37" WEST 32.95 FEET; THENCE SOUTH 160 56' 40" WEST 262.12 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9049: THE NORTH 490 FEET OF THE EAST 100 FEET OF THAT PORTION OF THE SOUTHWEST %4 OF THE SOUTHWEST '/a OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH BOUNDARY LINE OF THE SOUTHWEST''/4 OF THE SOUTHWEST'/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., FROM WHICH POINT THE SOUTHWEST CORNER OF SAID SECTION BEARS NORTH 89003'20" WEST, A DISTANCE OF 507.00 FEET, THENCE ALONG SAID SOUTH LINE SOUTH 89003'20" EAST TO THE WESTERLY LINE OF COUNTY ver. 05-26-09 Exhibit 2-21 20090617000114.067 ROAD; THENCE NORTHEASTERLY ALONG SAID WESTERLY LINE OF SAID COUNTY ROAD, TO ITS INTERSECTION WITH THE EAST LINE OF THE SOUTHWEST %4 OF THE SOUTHWEST %4 OF SECTION 35; THENCE NORTHERLY ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE NORTH LINE THEREOF, 100.00 FEET; THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF SAID SUBDIVISION 490.00 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION, 1238.31 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID WEST LINE TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THE ORILLIA ROAD EXTENSION; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE OF SAID ROAD TO ITS INTERSECTION WITH THE NORTHEASTERLY LINE OF THAT CERTAIN TRACT OF LAND HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1522 OF DEEDS, PAGE 526, RECORDS OF KING COUNTY, RECORDED UNDER RECORDING NO.2722034; THENCE SOUTHEASTERLY ALONG SAID NORTHEASTERLY LINE TO AN ANGLE POINT HEREIN;THENCE CONTINUING SOUTHEASTERLY ALONG THE NORTHEASTERLY LINE OF SAID TRACT, 731.2 FEET TO THE PLACE OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING WITHIN A TRACT OF LAND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.3353356; SITUATE IN THE, CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, PARCEL 352304-9050: THAT PORTION OF GOVERNMENT LOT 7 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING NORTHWESTERLY OF COUNTY ROAD KNOWN AS 57TH AVENUE SOUTH; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE INTERSECTION OF THE NORTH LINE OF SAID GOVERNMENT LOT 7, WITH THE WEST LINE OF SAID COUNTY ROAD; THENCE WEST ALONG THE SAID NORTH LINE, 210 FEET, MORE OR LESS, TO AN IRON PIPE AT THE FOOT OF THE HILL; THENCE SOUTHERLY ALONG THE FOOT OF THE HILL 259 FEET, MORE OR LESS, TO AN IRON PIPE SET -IN THE WESTERLY LINE OF THE SAID COUNTY ROAD; THENCE NORTHWESTERLY 313 FEET, MORE OR LESS, ALONG SAID COUNTY ROAD, TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9051: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE ORILLIA ROAD EXTENSION, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 35;THENCE SOUTH 87°56'00" EAST ALONG EAST AND WEST CENTER LINE ver. 05-26-09 Exhibit 2-22 20090617000114.068 960 FEET; THENCE SOUTH 53°24'59" WEST 727.57 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 38°42'02" EAST 1144.63 FEET TO SOUTH LINE OF NORTHWEST QUARTER OF SOUTHWEST QUARTER; THENCE SOUTH 87057'00" EAST ALONG SAID SOUTH LINE 100 FEET TO SOUTHEAST CORNER SAID SUBDIVISION; HENCE NORTH 04°04'00" EAST ALONG EAST LINE TO A POINT BEARING SOUTH 85056'00" EAST FROM BEGINNING; THENCE NORTH 85056'00" WEST TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION LYING WITHIN THAT CERTAIN TRACT CONVEYED TO CHARLES C. STRONG AND OTHERS, DATED JULY 5, 1904, AND RECORDED UNDER RECORDING NO.322573; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SC# 590470 FOR PRIMARY STATE HIGHWAY NO. 1. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9055: LOT 1 OF SHORT PLAT NO.86-45-SS, RECORDED UNDER KING COUNTY RECORDING NO.8609081152; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9065: THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF EASTERLY MARGIN OF ORILLA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDIVISION; THENCE SOUTH 87058'28" EAST 165 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87°58'28" EAST 80 FEET; THENCE NORTH 15000'00" WEST TO NORTH LINE OF SOUTH 125 FEET OF SAID SUBDIVISION; THENCE NORTH 87°58'28" WEST 80 FEET; THENCE SOUTH 15000'00' EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 (SR5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9066: THAT PORTION OF THE SOUTHWEST 1/4 OF SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF EASTERLY MARGIN OF ORILLA COUNTY ROAD EXTENSION WITH SOUTH LINE OF SUBDIVISION; THENCE EAST ALONG SOUTH LINE 245 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING EAST ALONG SOUTH LINE TO A POINT 507 FEET EASTERLY OF SOUTHWEST CORNER OF SECTION; THENCE NORTH 26048'20" WEST TO NORTH LINE OF SOUTH 125 FEET OF SUBDIVISION; THENCE NORTH ver. 05-26-09 Exhibit 2-23 20090617000114.069 87058'28" WEST 86 FEET, MORE OR LESS; THENCE SOUTH 15000'00' EAST TO BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 (SR 5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9068: THAT PORTION OF THE SOUTHWEST % OF THE SOUTHWEST''/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 040 04' 20" WEST, ALONG THE EASTERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 490 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 870 57' 17" WEST, PARALLEL WITH THE NORTHERLY LINE OF SAID SUBDIVISION, A DISTANCE OF 843.32 FEET TO A POINT WHICH IS SOUTH 870 57' 17" EAST 495 FEET FROM THE WESTERLY LINE OF SAID SUBDIVISION; THENCE SOUTH 282.00 FEET TO THE THREAD OF A CREEK FLOWING SOUTHEASTERLY; THENCE SOUTH 47' 11' 37" EAST 486.74 FEET TO A POINT ON THE THREAD OF SAID CREEK; THENCE SOUTH 870 57' 17" EAST 338.76 FEET TO AN INTERSECTION WITH THE WESTERLY MARGIN OF MESS BROS. COUNTY ROAD NO.76 (57TH AVENUE SOUTH) AS PRESENTLY LOCATED AND HAVING A TOTAL RIGHT OF WAY WIDTH OF 40 FEET; THENCE ALONG SAID ROAD MARGIN, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 306.48 FEET, THE CENTER OF WHICH BEARS SOUTH 880 40' 12" EAST, AN ARC DISTANCE OF 143.56 FEET; THENCE NORTH 280 10' 08" EAST 191.48 FEET TO AN INTERSECTION OF SAID ROAD MARGIN WITH THE EASTERLY LINE OF SAID SUBDIVISION; THENCE NORTH 04° 04' 20" EAST 289.11 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN PRIMARY STATE HIGHWAY NO. I AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 672088; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9078: THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE NORTH 05044'13" EAST ALONG THE WESTERLY LIMIT OF SAID SECTION 833.82 FEET; THENCE SOUTH 87°57'17" EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 433.99 FEET TO THE EASTERLY RIGHT- OF-WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 188TH STREET INTERCHANGE, AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING SOUTH 87057' 17" EAST 61.01 FEET; THENCE SOUTH 228.89 FEET TO A POINT ON SAID RIGHT-OF-WAY MARGIN OPPOSITE ENGINEER'S STATION JR 36-00; THENCE SOUTH 82°46'30" WEST 59.85 FEET; THENCE NORTH 07° 13'30" WEST 106.15 FEET; THENCE ALONG A ver. 05-26-09 Exhibit 2-24 20090617000114.070 CURVE TO THE RIGHT HAVING A RADIUS OF 315 FEET, AN ARC DISTANCE OF 134.83 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION, IF ANY, LYING WITHIN PRIMARY STATE HIGHWAY NO. I (SR5) (SOUTH 188TH STREET INTERCHANGE); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9090: THAT PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE ALONG THE SOUTH LINE THEREOF SOUTH 87050'57" EAST 365.16 FEET; THENCE NORTH 02°09'03" EAST 137.09 FEET; THENCE NORTH 23027'57" EAST 179.32 FEET TO THE SOUTHWESTERLY MARGIN OF SOUTH 178TH STREET; THENCE ALONG SAID MARGIN SOUTH 60038'09" EAST 10.11 FEET; THENCE ALONG SAID MARGIN SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 208.74 FEET, A DISTANCE OF 10.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN AND SAID CURVE A DISTANCE OF 70.00 FEET; THENCE SOUTH 21°3827" WEST 120.39 FEET; THENCE NORTH 68052'03" WEST 70.06 FEET; THENCE NORTH 23027'57" EAST 145.00 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9104: THAT PORTION OF GOVERNMENT LOT 5 AND OF THE SOUTHWEST''/4 OF THE NORTHEAST '/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A MONUMENT AT NORTHEAST CORNER OF SAID SOUTHWEST %4 OF THE NORTHEAST %4; THENCE SOUTH 07044'56" WEST 956.67 FEET TO A POINT OF A CURVE; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 2500 FEET THROUGH A CENTRAL ANGLE OF 05022'20", AN ARC DISTANCE OF 234.41 FEET; THENCE NORTH 76052'44" WEST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 69115'04" WEST 55.31 FEET; THENCE NORTH 30055' 15" WEST 56.43 FEET; THENCE NORTH 82°15'04" WEST 185.24 FEET; THENCE SOUTH 07044'56" WEST 51.23 FEET; THENCE ALONG A CURVE TO THE RIGHT RADIUS 447.465 FEET THROUGH A CENTRAL ANGLE OF 13000'00". AN ARC DISTANCE OF 108.33 FEET; THENCE SOUTH 20°44'56" WEST 396 FEET; THENCE SOUTH 69015'04" EAST 180 FEET; THENCE SOUTH 20°44'56" WEST 15 FEET; THENCE SOUTH 69015'04" EAST 85.77 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 2470 FEET THROUGH A CENTRAL ANGLE OF 13022' 12" AN ARC DISTANCE OF 576.38 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ver. 05-26-09 Exhibit 2-25 2009061700011.011 PARCEL 352304-9108: A 20.0 FOOT WIDE STRIP OF LAND LOCATED WITHIN THAT PORTION OF THE EAST 1/ 2 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING SOUTHERLY OF THE SOUTHERLY LINE OF SOUTH 180TH STREET, HAVING 10.0 FEET OF SUCH WIDTH ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A MONUMENT AT THE INTERSECTION OF THE CENTERLINE OF ANDOVER PARK WEST WITH THE CENTERLINE OF SOUTH 180TH STREET; THENCE SOUTH 87°50'09" EAST, 309.00 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 300.00 FEET, THROUGH A CENTRAL ANGLE OF 08°25'33", AN ARC DISTANCE OF 44.12 FEET; THENCE ALONG A CURVE TO THE RIGHT, WHOSE CENTER BEARS NORTH 77023'28" WEST, HAVING A RADIUS OF 572.96 FEET, THROUGH A CENTRAL ANGLE OF 03°49'21", AN ARC DISTANCE OF 38.23 FEET, TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 572.96 FEET, THROUGH A CENTRAL ANGLE OF 00025'46", AN ARC DISTANCE OF 4.29 FEET, TO A POINT OF COMPOUND CURVE; THENCE ALONG A 14' CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 58-14'17", AN ARC DISTANCE OF 415.99 FEET; THENCE SOUTH 75°05'56" WEST, 139.64 FEET TO A POINT OF CURVE; THENCE ALONG A 14' CURVE TO THE LEFT, THROUGH A CENTRAL -ANGLE OF 55041'00", AN ARC DISTANCE OF 397.74 FEET; THENCE SOUTH 19024'56" WEST, 161.29 FEET TO A POINT OF CURVE; THENCE ALONG A 120 CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 11 040'00", AN ARC DISTANCE OF 97.22 FEET; THENCE SOUTH 07044'56" WEST, 261.95 FEET TO A POINT OF CURVE; THENCE ALONG A 12' CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 13°00'00", AN ARC DISTANCE OF 108.33 FEET; THENCE SOUTH 20°44'56" WEST, A DISTANCE OF 400.00 FEET TO THE TERMINUS OF THIS CENTERLINE; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9109: THAT PORTION OF THE SOUTHWEST %4 OF THE NORTHEAST %4 OF THE NORTHWEST %4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, M.M., LYING SOUTH AND WEST OF P.J. MUSIEL ROAD (SOUTH 178TH STREET), DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST %4 OF THE NORTHEAST ''/4 OF THE NORTHWEST %4 OF SAID SECTION; THENCE NORTH 010 49' 41" EAST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 , 503.47 FEET TO A POINT ON THE SOUTHERLY MARGIN OF SAID P.J. MUSIEL ROAD; THENCE SOUTH 65° 26 33" EAST ALONG SAID SOUTHERLY MARGIN, 374.01 FEET; THENCE SOUTH 550 13' 03" EAST 104.12 FEET; THENCE SOUTH 23' 27' 57" WEST 180 FEET; THENCE NORTH 87' 50' 57" WEST 25 FEET; THENCE SOUTH 23' 27' 57" WEST 147.13 FEET; THENCE NORTH 870 50' 57" WEST 286.71 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF SOUTH 187TH STREET, MUSIEL ROAD, ver. 05-26-09 Exhibit 2-26 20090617000114.072 AS VACATED BY THE CITY OF TUKWILA BY ORDINANCE NO.556 AND RECORDED UNDER RECORDING NO.6516240 EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO.64055081. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9112: LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9115 PARCEL E OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02- 029, AS RECORDED UNDER RECORDING NO.20021007900001; RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9116: PARCEL D OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02- 029, AS RECORDED UNDER RECORDING NO. 20021007900001, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9117: THAT PORTION OF THE SOUTHEAST '/4 OF THE SOUTHWEST %4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 87058'28" EAST 1,312.95 FEET, ALONG THE SOUTH LINE THEREOF, TO A POINT ON THE EASTERLY LINE OF FRAGER ROAD (40.00 FEET WIDE); THENCE NORTH 01054'58" WEST 145.53 FEET ALONG SAID LINE; THENCE ALONG THE CENTERLINE OF A 20.00 FOOT WIDE EASEMENT FOR PURPOSES OF INGRESS AND EGRESS THE FOLLOWING COURSES AND DISTANCES; NORTH 88005'02'.' EAST 131.00 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE LEFT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 62010'00" AND AN ARC LENGTH OF 54.25 FEET; THENCE NORTH 25055'02" EAST 13.34 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 83013'26" AN ARC LENGTH OF 44.41 FEET;THENCE SOUTH 70°51'32" EAST 121.13 FEET TO THE END OF SAID EASEMENT; THENCE SOUTH 19008'28" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 19008'28" WEST 100.00 FEET; THENCE NORTH 70051'32" WEST 100.00 FEET; THENCE NORTH 19008'28" ver. 05-26-09 Exhibit 2-27 20090617000114.073 EAST 100.00 FEET; THENCE SOUTH 70051'32" EAST 100.00 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9118: PARCEL F OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L99- 0008, AS RECORDED UNDER RECORDING NO.9906099010, RECORDS OF KING COUNTY,. LOCATED WITHIN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON PARCEL 352304-9119: PARCEL A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02- 029, AS RECORDED UNDER RECORDING NO.20021007900001, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9120: THAT PORTION OF THE SOUTHWEST 114 OF THE NORTHEAST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHEAST 114 OF SAID SECTION 35; THENCE SOUTH 87°50'09" EAST ALONG THE NORTH LINE THEREOF 449.30 FEET; THENCE SOUTH 02009'51" WEST 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 87°50'09" EAST ALONG SAID SOUTH MARGIN 786.92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 95035'05" AN ARC DISTANCE OF 83.41 FEET; THENCE SOUTH 07044'56" WEST 348.56 FEET; THENCE NORTH 87°50'09" WEST 802.76 FEET; THENCE NORTH 02009'51" EAST 401.77 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 3 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 93-0085, RECORDED UNDER KING COUNTY RECORDING NO.9311301961); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 352304-9121: LOT 4 OF BOUNDARY LINE ADJUSTMENT NO. 93-0085, RECORDED UNDER KING COUNTY RECORDING NO. 9311301961, RECORDS OF KING COUNTY, WASHINGTON; BEING A PORTION OF THE SOUTHWEST % OF THE NORTHEAST % AND GOVERNMENT LOTS 2 AND 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ver. 05-26-09 Exhibit 2-28 20090617000114.074 PARCEL 352304-9017: THAT PORTION OF GOVERNMENT LOT 7, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF COUNTY ROAD IN GOVERNMENT LOT 7, IN SAID SECTION AT A POINT SOUTH 89003'20" EAST 1,656.75 FEET AND NORTH 00056'40" EAST 1,048.79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 35; THENCE SOUTH 08°13'05" EAST 36.70 FEET; THENCE SOUTH 19059'25" WEST 520.10 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 73°05'40" EAST 233.32 FEET; THENCE NORTH 16029'55" EAST 374.00 FEET; THENCE NORTH 66°02'38" WEST 211.14 FEET TO A POINT WHICH BEARS NORTH 19059'25" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 19°59'25" WEST 420.10 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 0322049020 (ZGRAGGEN EASEMENT AREA): THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 22 NORTH, RANGE 4 EAST OF THE W.M., KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH 890 38' 12"EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION A DISTANCE OF 442.17 FEET; THENCE LEAVING SAID SOUTH LINE NORTH 25' 39' 15"EAST 1478.76 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 890 45'55"WEST ALONG SAID NORTH LINE 112.43 FEET; THENCE SOUTHERLY THE FOLLOWING COURSES; SOUTH 43° 22'57"WEST 64.64 FEET; THENCE SOUTH 340 43'25"WEST 147.78 FEET; THENCE SOUTH 420 25'05"WEST 375.79 FEET; THENCE SOUTH 390 30'43"WEST 99.04 FEET; THENCE NORTH 790 43'59"WEST 97.03 FEET TO AN ANGLE POINT ON THE BOUNDARY LINE OF THE ST. PATRICK CEMETERY; THENCE SOUTH 32° 46'02"WEST ALONG THE EAST LINE OF SAID CEMETERY A DISTANCE OF 176:58 FEET; THENCE SOUTH 890 46'02"WEST ALONG THE SOUTH LINE OF SAID CEMETERY 180.04 FEET; THENCE LEAVING THE BOUNDARY OF SAID CEMETERY SOUTH 680 27'52"WEST 167.68 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 000 12'08"EAST ALONG SAID WEST LINE 619.60 FEET TO THE POINT OF BEGINNING. ver. 05-26-09 Exhibit 2-29 20090617000114.075 PARCEL 032204-9102: PORTION OF THE SOUTHEAST Y4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A STONE MONUMENT WHICH IS THE SOUTHEAST CORNER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH 89036'00" WEST ALONG THE SOUTH LINE OF SAID SECTION 3, A DISTANCE OF 1,326.60 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89036'00" WEST, ALONG SAID SECTION LINE, 866.40 FEET; THENCE NORTH 26008'00" EAST 1,477.50 FEET TO THE SOUTH LINE OF SOUTH 204TI STREET; THENCE SOUTH 89037'00" EAST, ALONG SAID ROAD, 791.30 FEET; THENCE SOUTH 35036'00" WEST 973.80 FEET, ALONG THE WEST BANK OF DRAINAGE DITCH; THENCE SOUTH 0038'00" WEST 522.90 FEET, ALONG THE WEST BANK OF DRAINAGE DITCH TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF KENT, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH ALL RIGHTS, TITLE, INTERESTS, LICENSES, PRIVILEGES, REVERSIONS AND EASEMENTS APPURTENANT OR ATTACHING THERETO BY OPERATION OF LAW TO ALL OF THE ABOVE DESCRIBED PARCELS. ver. 05-26-09 Exhibit 2-30 m COWNSWOERMAN La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN I !MY Z0� co ti 0 0 0 0 co 0 a� 0 0 N COLLINSWOERMAN TABLE OF CONTENTS PAGE NUMBER VISION.............................................. 1 InI GUIDING PRINCIPLES ................. 3 ©I LAND USE ELEMENTS ................. 7 In I NATURAL ENVIRONMENT......... 15 ®� INFRASTRUCTURE TIMING...... 19 ©I DEVELOPMENT PHASING ......... 21 APPENDIX ...................................:.... A La Pianta LLC I TUKWILA SOUTH PROJECT MASTER PLAN IN COIUNSWOERMAN IVISION La Pianta LLC ( TUKWILA SOUTH PROJECT MASTER PLAN MAY 2M VISION This Master Plan document defines the goals, objectives and vision of Segale Properties to transition almost 500 acres of mostly undeveloped property in Tukwila, Washington, to a memorable regional destination that can compete nationally and Internationally for employers and goods and services. With nearly 500 acres of land five minutes from SeaTac Airport and adjacent to 1-5, the Tukwila South project site is the largest private development parcel in the greater Seattle area. Properly planned and implemented, the project will provide 25,000 new jobs and join the University of Washington, Microsoft and Boeing Everett as the region'sfourth major, "non -Central Business District" employment center. It will become a major new urban node in the region and provide significant benefits to the city of Tukwila and improve the quality of life of its residents. Because of the sheer size of the site, the implementation of this vision will span many development cycles over 25 to 30 years. The initial value created by early development efforts will allow infill development in future cycles that will continue to build value for the property and increase density over time. [ VISION The Tukwila South development strategy emphasizes r'�M ' `' p ?+ .. multiple uses, including 5 to 70 million square feet of f�. office technology / flex -tech space, 1 to 2 million square feet of goods and services, and 700 to 1,900 units of housing. These uses will be grouped in fine-grained, pedestrian -oriented districts. A well -planned multi -use environment will also help mitigate development riskas the markets for various uses fluctuate from development cycle to development cycle. The Tukwila South Master Plan's measures to protect and enhance the site's natural environment include the enhancement of Johnson Ditch into a fish -friendly tributary, the creation of back -water fish habitat in the Green River, and the restoration of a 32-acre wetland complex. The project's design will integrate its transportation infrastructure, develop shared parking concepts, and create internal natural environments with visual connections to the green amenity of its western hillside and the open space amenity of the Green River to the east. COLUNSWOERMAN La Pianta LLC I TUKWILA SOUTH PROJECT MASTER PLAN I NAY I'll VISION THE MASTER PLAN AND THE CITY'S COMPREHENSIVE PLAN The Tukwila South Master Plan's vision and guiding principles mirror and reinforce those set out in the City ofTukwila's Comprehensive Plan. As described in this document, Tukwila South will substantially aid the City in creating "safe and secure places to live" and "an economy that provides jobs, ways to get around, schools, and recreational opportunities"all identified as core reasons for the creation of its Comprehensive Plan. The Master Plan also allows the City opportunities to satisfy the Growth Management Act requirements set out in the Comp Plan's introduction, including the identification of"Urban Growth Areas that can accommodate at least 20 years of new population and employment"and the identification and protection of"open space corridors of regional significance." Most importantly, it materially assists what Is identified as the Comp Plan's primary charge: to preserve and enhance"Tukwila's long-term economic growth and community viability and identity" The Master Plan represents a rare opportunity to create a strong and appealing identity for the site itself and serve as a highly visible, memorable gateway to the city of Tukwila as a whole. Southcenter Parkway (57th Avenue S) will be expanded and extended through the site in a new alignment; this will provide an improved connection to the area from the Tukwila Urban Center. Improved east -west access will be provided by realignment of S 178th Street; a future east -west access from Orillia Road to the site will also be developed to accommodate full buildout. Some modification of the western hillside will occur, but the majority of the hillside will remain untouched as an amenity. Portions of the hillside on the north end of the property will be graded and re-lansciscaped to accomodate the relocation of 5178th Street and to provide fill material for the project. On the south end of the site, north of S 2OOth Street, it is expected that portions of the hillside will be graded to accommodate development. Special design consideration will be covered by residential design guidelines to be developed and adopted prior to residential development. TUKWILA SOUTH PROJECT MASTER PLAN I La Pianta LLC MAY 2M On -site amenities will include landscaped open space, plazas and courtyards, and a pedestrian/bicycle pathway along the Green River. Because the Tukwila South Master Plan is organized around a combination of campus -type research and office environments and districts, the quality of building design will likely be substantially higher than that found in the surrounding industrial and retail uses. Building design, construction, and materials will be of Institutional quality, and coordinated through comprehensive urban design principles. The Master Plan is consistent with City goals calling for zoning and development regulations that encourage growth in certain areas, promote economic use of industrial lands outside the MIC, and retain large parcels in order to facilitate their efficient use. Tukwila South is one of the areas considered for new employment and residential growth in the Comprehensive Plan. A mix of uses will be oriented along Southcenter Parkway. The density of development on the site will support transit use and a secondary onsite street system will be developed with pedestrian circulation in mind, with features such as sidewalks and appropriate signage for pedestrians. The site will be organized around pedestrian -oriented circulation systems, with simplified vehicular circulation, to foster linkages within the campus(es). COLLiNSWOERMAN N O 0 co 0 m V O O 0 46 0 00 COLUNSWOERMAN GUIDING PRINCIPLES La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN MAY nag Communities are not instant creations of urban designers. They are places that grow and evolve as changing needs, opportunities and personalities contribute to their form. The best communities build on their history and background while creating a bold vision for the future. BACKGROUND TheTukwila South project represents an opportunity for the City to enhance its competitive position in the regional marketplace. At approximately 500 acres, the sites sheer size, combined with the consolidated land ownership, existing lower density uses, and proximity to the airport, it is certain to attract attention from national and international companies seeking expansion opportunities. The property currently contains a mix of industrial and agricultural uses with a high potential for redevelopment and the ability to transition to a dynamic urban multi -use district as it phases out its existing, lower - density uses. The Segale family has been systematically assembling property within the Tukwila South area for over 50 years. While there have been discussions about development and markets that could havefilled the property with many of the retail and industrial uses common to this part of the Valley, the land has yet to see its first significant development. The guiding principles developed for the project arose from the history of the Segale family, the natural beauty of Puget Sound and the site's key characteristics. With this background as our starting point, we have created the following ten guiding principles for the Tukwila South Master Plan. It is from these that our development plan has been conceived. Additional information on the background of these principles are located within the appendix of this Master Plan. COLLINSWOEBMAN PRINCIPLE #1: LONG-TERM VISION The development of Tukwila South will be guided by a long-term vision that will create a different, more cohesive development pattern than if the property was developed on a parcel -by -parcel basis. A long-term vision requires a commitment to make decisions and investments that support its development. The Segale family has committed to this long-term vision and to building out the site's central infrastructure including temporary and -permanent stormwater and erosion control, mitigation for environmental impacts, mass grading and relocation of the existing flood protection barrier dike as the initial phase. This investment will ensure the long-term plan is implemented. PRINCIPLE #2: CREATING A DESTINATION The Tukwila South. project will become a regional destination. Tukwila South is a regionally visible site. The site is considered "close in` in real. estate terms and is adjacent to one of the region's largest retail destinations. Many of the valley's residents and businesses move through or around the site daily. Its access and visibility from the valley and eastern edge neighborhoods make it a natural regional destination. The site's initial value is enhanced by its proximity to significant regional Investments such as SeaTac Airport, the Southcenter retail district, and 1-405,1-5, SR 167 and many other local arterials. The Master Plan will ensure these assets are leveraged. La P3anta LLC I TUKWILA SOUTH PROJECT MASTER PLAN MAY 2009 PRINCIPLE #3: BUILDING VALUE Development decisions will be weighed by their ability to maximize the site's potential to create value. Tukwila South's full potential can only be reached through the implementation of a long-term strategic vision that uses each newly -developed parcel to lift the value of the remaining parcels. This vision and Master Plan will span many development cycles. Early developments will include low-cost surface parking.lots and lower density commercial uses that will allow room for future infill development and redevelopment when structured parking makes economic sense. As the value of the land increases, redevelopment of surface parking lots and infill sites will follow to maximize future density. This can only occur because a significant share of the site Is in single ownership. At just under 500 acres,Tukwila South could include regional employment, housing, and goods and services. Multi -use districts will allow many of these uses to work together by sharing infrastructure, parking, and access. These districts will enable the creation of a highly desirable, fine-grained pedestrian environment. When housing, jobs, and goods and services are located appropriately, a community is created. PRINCIPLE #4: MULTI -USE Tukwila South will include employment, goods and services, and housing. The project will be multi -use and include a wide range of businesses instead of focusing on industrial and retail users. Residential is also being considered to bring additional vitality to the area. A development strategy that emphasizes multiple uses will increase the rate of development and create a more desirable environment for each use: retail supports housing and jobs, housing supports retail and jobs, jobs support retail and housing. This diversity of uses will support the creation of destination districts, increase the project's overall value, and enhance the vitality of the city of Tukwila. The market value of office and hotel uses will be increased by having retail and restaurant uses nearby. A well -planned multi -use environment will also help mitigate development risk as the markets for various uses fluctuate from development cycle to development cycle. Careful consideration of use adjacencies is essential to ensure efficient sharing of TUKWILA SOUTH PROJECT MASTER PLAN I La Pianta LLC INI MAY 2009 amenities, parking and infrastructure. Initial planning configurations must also keep future infill development opportunities in mind to ensure judicious use of each square foot of the project's land. PRINCIPLE #5: INCREASING DENSITY OVERTIME Tukwila South will be planned to accommodate increased density overtime. As noted in the discussion of Principle #3, the surface parking lots dictated by today's market opportunities for employment, goods and services, and housing will provide the basis for each developing district, enabling its evolution overtime into a denser environment. With .each development, the district will become more desirable. This increase in value will allow infill development in the early -phase parking lots and. redevelopment of lower density commercial uses. Early -phase uses must, therefore, be carefully chosen to complement each other and serve as engines for future development. It is essential to pick the right retailers, the right employment clusters, and the right mix of housing to create the synergy necessary to allow all of the uses to thrive. PRINCIPLE #6: QUALITY ENVIRONMENT Tukwila South will create a memorable and regionally identifiable place. Tukwila South will build on the Northwest tradition of quality outdoor environments by integrating its iconic outdoor spaces with high quality indoor spaces. Quality building materials combined with traditional Puget Sound building elements (canopies, lush landscaping, etc.) will create memorable and regionally identifiable environments that help attract world - class talent. Growth in the regional economy is expected to come in four major sectors: aerospace, life sciences, information technology, and trade and logistics. Due to its size and location, Tukwila South is perfectly situated to bring these new types of jobs to the city of Tukwila. COLLiNSWOERMAN 0 N Because these businesses need to attract the best and brightest, they demand a very high quality work environment. Tukwila South offers the opportunity to live and work in a single location, increasingly associated with a high quality of life. Beautifully designed public spaces will be required to connect jobs with goods and services, and goods and services and jobs with housing. The people who work at Tukwila South will want a development environment that is clean, safe, well organized, and convenient. More than that, like many who live and work in the Northwest, they value quality outdoor environments. Tukwila South's outdoor and indoor environments will be integrated wherever possible, and the project's amenities will provide a variety of on -site recreational opportunities and connections to the site's outdoor environments. The buildings and the spaces between the buildings will be designed to work together. Institutional - quality building materials and landscape design will support memorable buildings that become Tukwila South's image in the Puget Sound. Establishing clear boundaries and gateways for the projectwill help define Tukwila South in its environment. PRINCIPLE #7: CONNECTIONS Tukwila South will connect externally to neighboring and regional assets, as well as internally by connecting its districts and their uses. The Tukwila South Master Plan connects the project to its surroundings on many different levels: — Extending Southcenter Parkway through the site to S 200th Street not only connects the property to regional infrastructure, but allows efficient circulation for the site's users and creates a new gatewayto the Tukwila Urban Center. — Relocating S 178th Street connects adjacent neighborhoods to Tukwila South's new neighborhood goods and services and provides an access point with greater capacity and safety. couiwswoearMAN — Selecting retailers compatible with Southcenter's existing tenants will allow Tukwila South to connect to Tukwila's reputation as a regional retail center. — The five-minute connection to SeaTac Airport will draw airport tenants, travelers and businesses seeking International relationships to Tukwila South. A future non -auto -based transportation link will furtherenable the growth of airport -dependent users. -- Providing pedestrian connections throughout the project —from district to district, district to trails and amenities, and district to surrounding neighborhoods — will encourage non -auto -based trips and attract residents and employers. — Strategically locating public parking will create a"park- once" environment that makes it easy for pedestrians to connect to site amenities, goods and services, jobs, and housing. PRINCIPLE #8: AMENITIES Tukwila South will create a comprehensive amenity system that leverages the site's assets. The Tukwila South project is perfectly positioned between two of the area's most striking natural amenities: the wooded hillside to the west, and the Green River to the east. Each of these offers almost unlimited recreational opportunities, as well as views of the river valley and Mt. Rainier. The appropriate mix of goods and services on the site will be viewed as an amenity to housing and office users that will allowTukwila South to be highly competitive in the Puget Sound marketplace, and the pedestrian quality of the project's secondary road system will foster an activated streetscape that will make Tukwila South highly desirable. Finally, the Master Plan will ensure the site's access to nearby amenities such as SeaTac Airport and Tukwila Urban Center's retail hub will be easy and convenient. La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN' MAY 200 PRINCIPLE #9: IMPLEMENTATION STRATEGY Development must be strategically phased to successfully transition Tukwila South from an agricultural and industrial property to an urban destination. While many of the site's infrastructure and planning features will be designed and built in the initial phase, flexibility must be maintained throughout the vertical development of the districts and the secondary roadway and amenity systems. This flexibility is required to meet changing market conditions. The Infrastructure Development Phase is expected to take three years and is scheduled forthe years 2010-2012. Atthe end of this phase, all of the site's spine infrastructure will be in place. Discussions with potential tenants and development partners have been ongoing concurrent with the planning and infrastructure development efforts. Completing the site's infrastructure all at once will create a sense of certainty about the development's future. The sites first new tenants will take occupancy soon after the completion of infrastructure development. PRINCIPLE #10: ENVIRONMENTAL STEWARDSHIP The Tukwila South project has a huge stake in protecting and enhancing the site's natural environment. The Segale family takes its role as stewards of Tukwila South's environment seriously not only because it is the right thing to do, but because sustainable projects have greater market acceptance. Environmental enhancements include: — Protection and enhancement of pasture wetland and improvement of ditches conveying natural drainage into streams capable of supporting fish rearing and creating nearby"flood-flow refuge"fish habitat within the Green River channel. — Tributary stream fish habitat with associated restored wetlands and flood flow refuge on the Green River mainstem were historically present throughout the lower Green River basin, but are now missing and therefore habitat -limiting for fish and a variety of wildlife. TUKWILA SOUTH PROJECT MASTER PLAN La Pianta LLC MAY MS — Provisions for the re-creation of valuable habitats out of degraded agricultural ditches. In the process, the aquatic habitat enhancement plan will mitigate for filling peripheral and isolated wetlands and ditches now located in active croplands. — Enhancement of Johnson Creek into a fish -friendly tributary connected to the Green River. — Creation of back -water fish habitat in the Green River. — Restoration of a wetland complex of approximately 32 acres associated with the tributary drainage of the Green River that was historically present, but now absent in the basin. Sustainable planning concepts will Include: — Integrated transit environments — "Park once"site organization and pedestrian environments — Shared parking concepts — Redevelopment of surface parking lots — Creating internal natural environments with visual connections to natural amenities COLLINSWOERMAN COLLINSWOERMAN ©� LAND USE ELEMENTS La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN MAY 1009 DEVELOPMENT CONCEPT TheTukwila South Master Plan is intended to provide a framework to guide long- term development of the approximately 500 acre site and create the opportunity for an economic engine that would result in new jobs for the region. Between 10 and 14 million square feet of development will be created in a combination of campus office and research environments, and districts that will Include retail, residential, hotel and recreational uses. Given Its prominent Mt. Rainierviews, location adjacent to the Green River and the Southcenter shopping district, the site offers the potential for a truly distinctive "signature" property. The underlying feature of the Master Plan is that larger campus areas will be positioned to accommodate national and international companies specializing In emerging technology industries drawn to a campus setting with expansion potential. A retail village on the north end of the site could contain a range of supporting retail, residential, hotel and recreational uses and will also serve as a gateway to the site from the Tukwila Urban Center. The close proximity to Sea Tac airport and direct access to the regional transportation infrastructure network (1-5,1-405, and SR 167) create multi -modal transportation options. In the development's campus environment, buildings will frame open spaces with central plazas and public gathering spaces. Pedestrian -oriented internal circulation and simplified vehicular circulation will promote ease of movement and foster a sense of integration while providing access to recreational, retail, restaurant, and hospitality amenities. Building design, construction, and materials will be coordinated through comprehensive design principles. The. development concept for the overall site provides opportunity for between 10 and 14 million square feet of a mix of uses including those related to employment, housing, and goods and services. Table 1 shows the assumed range of uses for development scenarios of 10 million square feet and 14 million square feet. This buildout range and assumed mix of uses within the planning areas should be considered conceptual; ultimately, market forces will determine the specific level of development and the mix of uses over the long term. The potential locations of COLLINSWOERMAN LAND USE ELEMENTS the various categories of uses shown within the plans on the following pages are also conceptual and will be determined by market forces. Land uses related to employment could include, for example, research and development, office, light manufacturing, limited distribution, and hotel uses. Land uses related to goods and services could Include retail and restaurant uses. Housing could consist of a mix of small -lot single-family, townhomes, and multifamily (rental and for sale) units. The natural boundaries presented by the hillside on r� the west and the Green River on the east drive the site's north -south orientation. The development concept features public and private amenities such as plazas, landscaped open space areas, and pedestrian/bicycle pathways that link the campus to adjacent areas. There will be opportunities for new public access to the Green River and connections to the existing Green River Trail. In the future, there may be a possibility for a pedestrian crossing to Briscoe Park. Alignment of Southcenter Parkway along the west edge of the site and further away from the.Green River will afford greater opportunities for open space areas and public river access. The central and southern portions of the site will serve as the campus development's core, anchored by retail and service areas. Design guidelines will acknowledge and address residential uses to the west of Orillia Road. The northern end of the site will include a mix of employment, specialty goods and services and housing that will complement the central campus and reflect a dynamic urban character in its range of retail, residential, hotel, and recreational uses. The architectural scale of the majority of the campus, at buildout, will be three- to six -story structures with both surface and structured parking, with the possibility of heights of up to eight stories in denser, more urban - oriented areas. These structures will relate to each other in the context of the landscape, and their design and construction will be coordinated by comprehensive design principles. Development of individual projects will be subject to the City of Tukwila's permit process to ensure a coordinated approach to campus development, including access/circulation, open space and compatibility among uses. La Pianta LLC I TUKWILA SOUTH PROJECT MASTER PLAN In MAY 2MI9 DESIGN PRINCIPLES Design principles are abstract representations of strategies that help guide development for the site. The principles identified in this document grew out of multiple charettes, discussions and meeting between consultants and the Segale family to help define the overall development framework for theTukwila South property. N4 GATEWAYS TheTukwila South property has an opportunity to highlight its most important points of entry as gateways. These gateways can be functional, symbolic, and memorable aspects for the property. These areas, defined as the yellow circles in the graphic, become the "front porch"forthe project. 0- TUKW11A SOUTH PROJECT MASTER PLAN I La Pianta LLC MAY 2009 CREATINGDISTRICTS Walkability is a key factor in establishing boundaries. There is a national standard for retail malls, which dictates the distance from anchor to anchor should be no more than a 10-minute walk. As represented by the orange circles-, each district should be walkable. AMENITY SYSTEMS Amenities such as trails, plazas and open spaces are critical components to a project. Integrating multiple amenities creates "systems"thatworktogether. Developable open space including green areas, hard - surfaced urban plazas, street parks, and pocket parks will be incorporated into the project; with pathways and 9 wayfinding systems that help ``s W pedestrians navigate throughout the p>t-'. project. The opportunity exists to create trails to allow.for runners, walkers and hikers to utilize the hillside's topography. CONNECTIONS The Tukwila South property has an opportunity to plan for future regional transit connections to Seattle Tacoma International Airport and regional mass transit to the north. The cities of Tukwila and SeaTac, the Port of Seattle and Sound Transit have undertaken a feasibility analysis to develop a people mover system from the airport light rail station through Tukwila South to the commuter rail station at the Tukwila TOD. Tukwila should continue to pursue such opportunities. COLLINSWOERMAN N 0 0 to 0 0> V O O O A C tp to 0 0 N HOUSING OPPORTUNITIES The diverse topography, location, views to Mt. Rainier, and market demands allow the Segale property to accommodate a wide variety of housing environments. This range could include a mix of single-family and multi -family units of low, mid and high-rise structures totaling 1,900 units across the site. .. ®wiY4b �yy� y '.• >. 'r�2A� ¢ �/eW.Ai1 Wlp,tinpeMrW rrgdw . LOW-RISE® Structures 1 to 3 stories in height; Including for -rent and for -sale units of single-family lots, detached townhouses and flats above retail. Low-rise units would be organized to create neighborhoods within the hillside and areas that are adjacent to the Green River. COLLINSWOERMAN MID-RISENMI Structures 3 to 6 stories in height; including for- rent and for -sale units. Integration with goods and services allow for mld-rise units to Integrate with a mix of uses. For example, possible configuration would Include housing units constructed over retail. Structures 6 stories or greater in height; including for -refit and for -sale units. The opportunity exists for high-rise structures, most likely In the redevelopment of the Segale Business Park In the latter stages of the project's development S- RETAIL OPPORTUNITIES. There are opportunities to attract and accommodate retail users in three diverse marketplaces: 1. Retail as a catalyst for the market. A one of 2. Retail as it relates to demand from the market. Current a kind user isjust that -one of a kind. There and future demand is for a grocery store -anchored may be only one chance for this user to locate village center with a collection of unique and general regionally, and this property has the flexibility'to goods and services, with the ability to grow with market meet the needs of an end user that is currently demands. Additionally, large-scale"big-box"area not in the Northwest marketplace. retailers may need more space and would move out of the city otherwise. sx. ieatae' _ "®RIle�dlpill `��y .. �:: }fi•�V '. .Y,z pwyMga.�! .: rMti,Mw!Me«A.aw' Rl i n S ilbfl.frPUeel1ll/naW f Aline � OlMMw.Mr , � J ,• �� ,fr.2 1NMhleR#ntln !an lYemNlkw IeM�wfNM i Ott* t h !V.'w,llol lR,ciNelht ar L Locations of uses shown on thts plan are conceptual N and will be determined by marketforces. , IMRan &W. W_1.W RETAIL VILLAGI The northern end of the site offers the opportunity to create a retail village that includes specialty retail and goods and services to supportthe proposed uses and the underserved surrounding neighborhoods. The success of the Tukwila Urban Center to the north and the realignment of S 178th Street allow for the retail village to represent the front door for the property. Uses are expected to include a grocery store, drugstore, and smaller retailers that will serve the surrounding neighborhoods. A retail village on the north end of the site could contain a range of supporting retail, residential, hotel and recreational uses and will also serve as a gateway to the site from the Tukwila Urban Center. t TU KOWILA SOUTH PROJECT MASTER PLAN I La Pianta LLC MAY 3. Retail as an amenity for the market Addressing the demands of other uses within or surrounding the property that are complementary to the Tukwila Urban Center shopping district's. COLLINSWOERMAN RETAIL OPPORTUNITIES (CONTINUED) USES INCLUDE: Bookstores Furniture Stores Financial Institutions Game Arcades Residential Units Video Stores Toy Stores Service Businesses Movie Theaters Office Sporting Goods Coffee Shops Print Shops Museum Clothing Stores Florists Real Estate Offices Studios (Art, Photography) Hardware Shops Child Care Travel Agencies . Bowling Alley/ Pool Hall Grocery Stores Restaurants Gas Stations Music/Night Club Antiques / Art Galleries Drug Stores Big Box Retail Sports / Exercise Club Jewelers Residential Multi -family Medical/Dental Offices Restaurants Audio /Video Stores Leisure Entertainment Representative uses for the retail village, retail district, large-scale retail users, gateway retail and retail center. so ' r i !1>1fIWb'M Sn OaPYMluaq c+urar :' J LoWIMSOfwes shown on this plan are conceptual N andJrlllbedererrn by market forces. RETAIL DISTRICT MAIN Adjacent to the'retall village, additional uses would allow for a synergistic multi -use environment for multi- family residential units, neighborhood retail, and office uses that are envisioned as a 2417 urban environment LARGE—SCALE RETAIL USERS National retailers not currently in the local marketplace or relocation of existing large-scale retailers looking for expansion opportunities. Additional smaller users and service users may be in this area. COLLINSWOERMAN •erabd tww MYrlglr GATEWAY RETAIL ATORILLIA RD f & S 200TH ST The Intersection of Orillia Road and S 200th Street allows for the opportunity to create a retail gateway for the property due to the high visibility along Oriilla Road. RETAIL CENTER AT S 200TH & SOUTHCENTER PARKWAY The Intersection of the realignment of Southcenter Parkway and S 200th Street allows for the opportunity to create a retail center that could serve the surrounding campus office uses. La Pfanta LLC TUKWILA SOUTH PROJECT MASTER PLAN 6Uy2m LAND USE ELEMENTS REGIONAL EMPLOYMENT OPPORTUNITIES Numerous areas on the site could accommodate national and international companies specializing in emerging technology industries drawn to a campus setting with expansion potential; a range of supporting retail, residential, hotel and recreational uses; adjacent amenities; close proximity to Sea-Tac airport; and direct access to the regional transportation infrastructure network (1-5,1-405, and SR 167) and multi -modal transportation options. Given Its location adjacent to the Green River and theTukwila Urban Center and Its prominent Mt. Rainierviews, the site offers such users the potential for a truly distinctive "signature" property. USES INCLUDE: r Q AM A«4tlMN'9a .. Professional Office Research & Development _:.. Hotels sf Day Care Facilities 2 v Parking Facilities t Administrative s;� Conference / Convention Space Medical and Dental Offices ResldentialUnits Flex -Tech Retail • -- urants aw Health Care Services 77 77 r� Government Services Light Manufacturing Uses Service Commercial Business Services laeattrns o} um shown on thts phn am conceptual N04. iiii - - Representative uses for this district Ri hedetennlii4t mukettbrcw. w "To create a campus, there must be a cohesive environment, appropriate building placements that frame organized open spaces, logical pedestrian circulation to the core of the campus and simplified vehicular circulation. Access to amenities (restaurants, hotels, retail, etc.) that are close to the workplace allow for employees to shop during lunch hours or breaks without a car.This also allows employees to collaborate with other team members within the campus, as opposed to accessing their cars, which can be inconvenient; to interact with other parts of their business. Another consideration in the development of campuses is the regulation of the overall look of structures. Design standards allow for similar construction of residential, retail, or office buildings. The buildings will be uniform in their quality of design, construction, and material so that the development is cohesive in nature." (Source: Mike Sheridan, 'Urbanizing the Campus': Urban Land Institute, Nov/Dec 2001) TUKWILA SOUTH PROJECT MASTER PLAN 1 La Pianta LLC MAY2009 COLLINSWOERMAN A 0 SHORELINE USES I he 1UKW1la South property's eastern edge is formed by the Green River, from S 180th Street along the a 2s, 60, north end, to S 200th Street on the south end. Development within 200 feet along the Green River is regulated by the following shoreline regulations: RIVER ENVIRONMENT: THE AREA BETWEEN THE MEAN HIGH WATER MARK AND THE LOW IMPACT ENVIRONMENT, HAVING THE MOST ENVIRONMENTALLY PROTECTIVE LAND USE REGULATIONS The river environment will contain no uses or structures other than the following: public and/or private trails, recreation amenities such as benches, tables, viewpoints, and picnic shelters (not to exceed 15 feet in height); support facilities for pollution control such as runoff ponds and filter systems, provided they are at or below grade; Information and direction signs; diking for bank stabilization, erosion control, and flood control purposes; bridges, fire lanes and dike maintenance roads; plaza connectors between buildings and dikes (not exceeding the height of the dike). The uses within the river environment will provide access and enhance pedestrian access along the river. LOW IMPACT ENVIRONMENT: THE AREA BETWEEN THE RIVER ENVIRONMENT AND 100 FEET FROM THE MEAN HIGH WATER MARK Uses in the underlying zoning district will be allowed; however, structures will not exceed Win height unless a variance is granted. HIGH IMPACT ENVIRONMENT: THE AREA BETWEEN 100 FEET AND 200 FEET FROM THE MEAN HIGH WATER MARK HAVING THE LEAST ENVIRONMENTALLY PROTECTIVE LAND USE REGULATION All uses allowed in the underlying zoning district will be allowed within the high -impact environment. COWNSWOERMAN La Pianta LLC I TUKWILA SOUTH PROJECT MASTER PLAN IN ARAY 2W9 This page intentionally left blank. 1 W"J" A SOUTH PROJE 6 AY2009 COLUNSWOEHMAN COLLINSWOERMAN • NATURAL ENVIRONMENT La Pi-nta LLC I TUKWILA SOUTH PROJECT MASTER PLAN NATURAL ENVIRONMENT INTRODUCTION TheTukw€la South property is defined by a steep hillside to the west and the Green River to the east. Concentrated wetland areas and agricultural ditches are found throughout the property's valley floor. Due to the space constraints set by the hillside and the Green River, some of the wetlands and ditches will be impacted in order to achieve project objectives. Due to these impacts, this section summarizes the proposed enhancements and open space network for the property. OPEN SPACE NETWORK — The concentrated area of pasture wetland will be protected and enhanced, in combination with improving the associated ditches conveying natural drainage into streams capable of supporting fish rearing and creating nearby"flood-flow refuge"fish habitat within the Green River channel. Tributary stream fish habitat with associated restored wetlands and flood flow refuge on the Green River mainstem were historically present throughout the lower Green River basin, but are now missing and therefore habitat -limiting for fish and a variety of wildlife. -- The Master Plan will provide for the re-creation of these valuable habitats out of degraded agricultural ditches. In the process, the aquatic habitat enhancement plan will mitigate for filling peripheral and Isolated wetlands and ditches now located in active croplands. — If residential uses occur on the site, neighborhood parks or access to existing parks in the area will be provided. Existing Johnson Ditch, looking west COLLINSWOERMAN Existing agricultural uses Existing agricultural uses along S 204th Street, along the Green River, looking northeast looking south OmA iia qi M4Mfiment EMan[emeMs'(Open i N Space BetJiork):. — Work with the City of Tukwila to build / create a pedestrian bridge from the property to Briscoe Park and the Green River Trail network. — Enhancement of Johnson Creek into a fish -friendly tributary connected to the Green River — Creation of back -water fish habitat in the Green River — Restoration of a wetland complex of approximately 32 acres associated with the tributary drainage of the Green River that was historically present, but now absent in the basin — Preservation of approximately 50-60 acres of hillside along the western valley wall HILLSIDE — Portions of the hillside on the north end of the property will be graded and re - landscaped to accommodate the relocation of S 178th Street and to provide fill material for the project. — On the south end of the site, north of S 200th Street, it is expected that portions of the hillside will be graded to accommodate development. Special design consideration will be covered within the design guidelines for this area. La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN SENSITIVE AREA MASTER PLAN The Tukwila South Project Sensitive Area Master Plan Overlay (SAMP) will result in greater environmental benefits than could be achieved under standard TMC Sensitive Areas Ordinance (SAO) provisions. TheTukwila South project site is uniquely suited to provide substantial local and regional habitat benefits. The site contains Johnson Ditch, a degraded tributary to the Green River, that could be restored to functioning fish habitat. Johnson Ditch is adjacent to over 30 acres of poor -quality wetlands now in cropland production that could be rehabilitated as habitat. The project is adjacent to the Green River where it is confined within levees that have eliminated most off -channel habitat necessary for anadromous salmon, affording an opportunity to create this type of habitat, which regional Green River studies have identified as a high priority for salmon population restoration. The purpose of theTukwila SAO underTMC 18A5.010 is to protect the environment, human life, and property; to designate and classify ecologically sensitive and hazardous areas and protect these areas and their functions and values; and to allow for reasonable use of public and private property. By using the Master Plan provisions of the SAO, theTukwila South project developed a proposal consistent with project function and needs, substantially enhancing regional fisheries and wetland functions, and preserving water quality. The net gain in environmental benefits using . the SAMP is far greaterfrom both within -site and regional habitat benefits than could be achieved using standard TMC SAO provisions. TUKWIlA SOUTH PROJECT MASTER PLAN I La Pianta LLC MAY 2009 By focusing on creating a net environmental benefit as promoted by the SAMP Overlay Provisions, - rather than on mitigation using like -kind and avoidance measures emphasized by standard TMC SAO requirements, theTukwila South project will convert poor quality agricultural ditches and poor quality agricultural cropland wetlands into higher quality fish habitat and associated wetlands. Rather than avoiding or retaining ditches providing little or no fish access and impairing the quality of water delivered to the Green River, the project will create a out - migration holding, summer rearing, winter refuge, and upstream migration holding fish habitat in the Green River. The need for this type of off -channel habitat at this location is recognized by the Green River Habitat Limiting Factors Analysis for Washington Resource Inventory Area .(WRIA) 9. Rather than avoiding Johnson Ditch and leaving it and poor - quality buffers in place as required under standard TMC SAO provisions, the project will relocate and restore Johnson Creek in a larger channel with greatly enhanced fish passage to the Green River through a fish passable floodgate, further opening up off -channel habitat now regionally limiting to anadromous and resident fish in the Green River. The SAMP calls for the project to rehabilitate more than 32 acres of degraded cropland wetlands and connect them in a habitat corridor through the Johnson Creek channel to the Green River. Existing conditions COLLINSWOERMAN FLOOD PROTECTION Relocation of the flood protection barrier dike from S 1961h Street to the southern boundary of the site (approximately 120 to 140 feet north of S 204' Street) will create contiguous buildable area and allow development of a large-scale campus environment. At Its existing location, the flood protection barrier dike precludes development south of the dike due to the infeasibility of obtaining flood insurance. The flood protection barrier dike will be relocated in the initial phase of the project and will provide emergency flood protection to the entire site. it will extend from the Green River levee, across the valley at a corresponding elevation (35 feet). As indicated, the relocated flood protection dike will separate the proposed realigned Johnson Creek and wetland rehabilitation area (described below) from the developed portions of the site, and will provide for continuation of the existing hydrologic support to these areas. N4 M 0 Cross section of relocated tlood protection barrier dike and relocated Johnson Creek COLLINSWOERMAN M M t1 The flood protection barrier dike will be relocated in the initiai phrl;e of the {project and would provide emergency flood protection to the entire site. Plan view of relocated flood protection barrier dike and relocated Johnson Creek La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN I HABITAT PROTECTION TheTukwila South Master Plan includes a number of activities that have the potential to directly or indirectly affect fish. These Include: — Extension and expansion of Southcenter Parkway — Realignment of S 1781' Street . — Relocation of the existing flood protection barrier dike — Cconstruction of one new stormwater outfall into the Green River — Relocation of a portion of the Green River levee and construction of a new off -channel rearing area for salmonids — Relocation and enhancement of Johnson Ditch including a new stream outfall location — Filling or culverting of five fish -bearing agricultural ditches — Mass grading to increase site elevations Section 1&45.160 of theTukwila Municipal Code (TMC) provides an alternative method for preservation of existing individual wetlands, watercourses, and their buffers in situations where a masterplan for alteration and mitigation would result in improvements to water quality, fish and wildlife habitat, and hydrology beyond those that would occur through strict application of the provisions of theTMC. The proponent for the Tukwila South project will develop the site and mitigate environmental impacts under a Sensitive Areas Master Plan (SAMP) as allowed by theTMC. TUKWILA SOUTH PROJECT MASTER PLAN I La Pianta LLC MAY2M WATER QUALITY The construction and developed conditions water quality evaluation concluded there is a reasonable expectation of preserving or slightly enhancing most aspects of water quality Important to fish habitat. The quality improvements are expected from enhanced riparian functions and reduced agricultural chemical use. While fecal coliform and zinc concentrations may increase slightly, coliforms do not affect fish habitat quality, and the level of zinc would be well below the level regarded as safe for freshwater aquatic life by the State of Washington. FISHERIES Under the SAMP, the loss of agricultural ditches would be mitigated by rehabilitation of wetlands and creation and enhancement of stream channels. The natural landscape would have approximately 3.8 acres of additional open -water habitat compared to existing conditions, About 4.5 acres of new open -water habitat would be created at the Green River Off -channel Habitat Restoration Area and 0,34 acres at Johnson Creek to mitigate fill of 1.07 acres of agricultural ditch. In addition, approximately 32.4 acres of wetlands associated with Johnson Creek would be planted and graded to enhance functional benefits, and new riparian buffers would be created adjacent to each open water area where none exists near watercourses under existing conditions. .,..� IlMlroa At� j" tTfT,ap aCit[ MtNOTACf a li,• y/ uu�ac aauo .. w "",T,CdARR1at[:so, WOO FDTtf W K[Y. SY SECTION 8 - 8 [atR HD � [otta tnR[ If[att! a01 ,�^ Rtsl!e �tn0[au y "s SECTION A. - 'A Green River Habitat Creation Area (Cross Section) COLLINSWOERMAN COLLINSWOERMAN ® I INFRASTRUCTURE TIMING La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN MAYYo09 10 INFRASTRUCTURE INTRODUCTION The infrastructure Development Phase is expected to take three years (currently projected for the year 2006-2008 time period), and will include the following elements: — Implementation of amass grading program to establish site grades and construct the major infrastructure elements — The extension and expansion of Southcenter Parkway in a new alignment along the base of the western hillside through theTukwila South planning area Realignment of S 1781' Street to intersect with Southcenter Parkway at Segale Park Drive C Installation of sanitary sewer, water, and other utilities within Southcenter Parkway -- Relocation of the existing flood protection barrier dike from S 196"' Street to the southern boundary of the site (north of S 204t, Street) —. Installation of a temporary construction stormwater management system, including a polymer treatment system for stormwater runoff Installation of a comprehensive permanent stormwater control and water quality system for the entire site, including two new stormwater outfalls into the Green River -- Implementation of a natural resource mitigation plan, of which the primary features include: creation of an off -channel habitat restoration area adjacent to the Green River, rehabilitation of a wetland complex associated with tributary drainage to the Green River, and restoration of Johnson Ditch into a fish -friendly tributary connected with the Green River — It maybe necessary in the future to relocate an existing fire station closer to the project, or within the property. GRADING PLAN The Tukwila South Master Plan proposes to establish site grades as part of an overall mass earthwork program at the outset of Year 1. On -site movement of approximately 1.5 million cubic yards of earthworkwould be necessary to establish site grades and for construction of major infrastructure components. temporary access road under 5 2001i Street would be constructed to facilitate transport of material between the north and south portions of the site. The major areas proposed for excavation include the northwest portion of the site and the proposed Green River Off -Channel Habitat Restoration Area. Major fill areas for the excavated material include the new site for the flood protection barrier dike and the other areas across the site to establish the sub -grade for future development It is anticipated that approximately 400,000 cubic yards of imported fill would be required. Beginning in the second year of construction, an additional approximately 500,000 cubic yards of clean fill dirt would be Imported for preloading and to establish finished grades, as needed for specific development projects on the site. The mass earthwork program would accomplish the following goals: — Balance the movement of earthwork on -site as much as practical, and limit the degree of import and export of material from the site. — Establish cohesive sub -grades for the planned extension of Southcenter Parkway and S 178th Street realignment — Provide a feasible subgrade for future site development under the Master Plan. — Ensure a cohesive elevation for the planned utility connections (e.g., wastewater) to allow drainage to stormwater control and conveyance facilities. — Allow installation of the comprehensive stormwater control system that is SOUTHCENTER PARKWAY & 5 178TH STREET REALIGNMENT Intended to serve the site at full buildout The location of the expanded Southcenter Parkway is a critical element of the —Allow relocation of the flood protection barrierdike. Master Plan. The goal is to move the new alignment toward the toe of the eastern — Allow implementation of key features of the proposed natural resource hillside. This creates the largest contiguous parcels for development, and allows mitigation plan in the initial phase. travellers on Southcenter Parkway to not only experience the development, but the hillside as an amenity and open space. This location for the high -capacity By the year 2008, construction of the first phase of development will have begun. boulevard also allows space for a secondary road system that will create additional The extension and realignment of Southcenter Parkway will be finished, mitigation transportation capacity as the project develops. S 178th Street will be realigned for for environmental impacts will have been constructed, and all of the stormwater better east -west circulation and enhanced safety. detention and water quality infrastructure will be in place. COWNMERMAN la Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN i7NYIM I This page intentionally left blank. TUKWILA SOUTH PR( MAY2000 N O Co CO O O) V O O COLLINSWOERMAN O? O w a 0 0 0 ti co 0 o) 0 0 N COLUNSWOERMAN m I DEVELOPMENT PHASING La Pianta LLC I TUKWILA SOUTH PROJECT MASTER PLAN' MAY 2009 m 0 ate— DEVELOPMENT PHASING o THE STARTING POINT 0 r` cThe Tukwila South project has the opportunity to transition the property from an agricultural and industrial c property to an urban destination that will attract users and visitors beyond those who live and/or work there. N The synergistic mix of uses and the full range of planned activities will allow the Segale family to build a community overtime. While we believe this property will develop in phases, the market may require that development occur in multiple locations at the same time. This is why the commitment was made to develop the infrastructure first. This will allow the property to address the total market from Day One. Conceptual Phase 1 "'- Development Program Qwr; o.p�.e wrww► ..-„„ - 200,000 sf Retail Al -Grocery Store -Drug Store -Restaurants -Dry Cleaners -Deli -Neighborhood Services '^+ 200 Residential Units Up to 250,000 sf Office and 1Olttt 1b5 ' conrpu.. tia>,urtce Research & Development top me ntpanrcae aloncdawt eodf�ewmsl[wnewan N boyn nt foes.'-.. THE STARTING POINT - PHASE 1 THE NEXT STEP - PHASE 2 THE FINAL STEP - PHASE 3 Due to the proximity of the Tukwila Urban Center, Expansion and market demands will allow the Due to the existing uses within the Segale current market demands indicate a need for campus environment to expand to the south Business Park, it is likely this area would be the neighborhood -oriented retail. It is likely the first toward S 200th Street. last to redevelop. phase of development would occur on the north and central portions of the property. La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN COLlIN1WOERMAN MAY 2009 This page intentionally left blank. EMMITUKWILA SOUTH PROJECT MASTER PLAN I La Pianta LLC f AY M N O O �O O V O O COLLINSWOERMAN O O IT COLUNSWOERMAN APPENDIX La Pianta LLC TUKWILA SOUTH PROJECT MASTER PLAN IN 61AY2009 00 0 0 0 0 0 o� 0 N tiClli)i? .., NRINCAPLE5 BACKGRE' UN!) BACKGROUND The Segale family has been systematically assembling this parcel for more — Authenticity: Tukwila South must be authentic to its physical and than 50 years. While there have been discussions about development historical context, and to the opportunities that will drive its success. and markets that could have filled the property with many of the retail and It must reflect the values of the Northwest culture: community, industrial uses common to this part of the valley, the land has yet to see its sustainability, diversity, and healthy life-style. first significant development. Tukwila Urban Center. The regional mail and the Due to the fact the Segale family has entered into the entitlement process surrounding retail uses represent one of four major retail and is prepared to build this unique regional asset, the City of Tukwila and environments in the greater Puget Sound area. Home to the Segale family share in the opportunity to shepherd its development in excess of 3 million square feet of goods and services, Both parties also share in the responsibility to meet the site's full potential as our neighbor to the north is already considered a regional an exciting and robust new regional employment center. destination. Outlined below are the site's context elements that, taken together, create a glimpse of that potential: — Heritage of the Segale family: The family has lived on the property for three generations and has assembled the property over the last 50 years. — Heritage of the Green River Valley: The Kent Valley has long drawn institutional real estate investors in industrial and large retail developments. The new kinds of development Tukwila South introduces to the valleywill benefit from the same advantages (outlined below) that have contributed to the success of the areas traditional uses. — Natural beauty: With commanding views of Mt. Rainier from the property's mile -long hillside as well as views of the Green River and sweeping vistas of greenery, Tukwila South offers wonderful opportunities for amenities and recreation. Puget Sound and Northwest traditions: The region's pioneering culture is nationally recognized for its ability to create new industries from scratch as well as reinvent established industries. Tukwila South has theopportunity to further this tradition byestablishing a major new employment center based on jobs that create intellectual property. COWNSWOERMAN — SeaTac: Within a 5-minute drive, SeaTac International Airport Is the largest investment of public transportation Infrastructure in five Western states. More than 25 million travellers use SeaTac every year. Adjacency to transportation infrastructure: Located at the crossroads of the state's two busiest interstate highways, Tukwila South offers potential businesses and residents several convenient access points to both i-S and 1-405. Agricultural and wetlands to the near south: Because of the site's size, large undeveloped tracts of land will be set aside for wetlands protection and enhancement, and stormwater management. — Diversity: South King County currently supports one of the region's most economically and socially diverse populations. New jobs, goods and services, housing, and public services will need to address this diverse citizenship and create a welcoming place for all. With this background as our starting point, we.have created guiding principles for theTukwila South Master Plan. It is from these that our development plan has been conceived. La Pianta LLC { TUKWILA SOUTH PROJECT MASTER PLAN E114Y I,1, x 20090617000114.109 li J _ Q TUC 20090617000114.111 EXHIBIT 6 EXPANSION AREAS LEGAL DESCRIPTION EXPANSION PARCEL #1: 032204-9049 THOSE CERTAIN 30 AND 40 FOOT STRIP(S) LYING WITHIN THE SOUTHEAST %4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., AS CONDEMNED ON OCTOBER 7, 1905, FOR DRAINAGE DITCH RIGHT-OF-WAY, FOR THE BENEFIT OF DRAINAGE DISTRICT NO.2 OF KING COUNTY, IN KING COUNTY SUPERIOR COURT CAUSE NO.47302; SITUATE IN THE CITY OF KENT, COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL 02: 032204-9052: THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT SOUTH 89° 11' 16" WEST 1,565.30 FEET AND SOUTH 010 1 l' 00" EAST 385.52 FEET OF THE EAST QUARTER CORNER; THENCE NORTH 010 11' 00" WEST 171.01 FEET; THENCE NORTH 10' 39' 06" EAST 137.87 FEET; THENCE NORTH 46' 52' 13" EAST 73.354 FEET; THENCE NORTH 89' 11' 06" EAST 144 FEET, MORE OR LESS, TO A POINT WHICH IS SOUTH 89° 11' 06" WEST 1,340.72 FEET AND SOUTH 01 ° 11' 00" EAST 30 FEET FROM EAST QUARTER CORNER; THENCE SOUTH 01° 11' 00" EAST 254 FEET; THENCE SOUTHWESTERLY 138 FEET TO A POINT 120 FEET EAST OF THE POINT OF BEGINNING; THENCE SOUTH 89' 11' 06" WEST 120 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION FOR ORILLIA ROAD AND SOUTH 2O0TH STREET AS DEEDED, CONDEMNED, OR ESTABLISHED BY EASEMENT AS OF AUGUST 1, 1999; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #3: 352304-9014: THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF ANNA MESS COUNTY ROAD (SOUTHCENTER PARKWAY, FORMERLY 57TH AVENUE SOUTH) AND SOUTHWESTERLY OF A LINE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SOUTHEASTERLY MARGIN OF SAID ANNA MESS COUNTY ROAD (SOUTHCENTER PARKWAY, FORMERLY 57TH AVENUE SOUTH), WHICH POINT IS MARKED BY AN IRON PIPE AND FROM WHICH POINT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 6 BEARS SOUTH 000 58' 10" WEST 313.17 FEET SOUTH AND NORTH 890 0V 50" WEST 505.54 FEET, SAID DISTANCES BEING MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE SOUTH BOUNDARY LINE OF SAID GOVERNMENT LOT; THENCE SOUTH 670 36' 00" EAST 380.45 FEET TO AN IRON PIPE; THENCE vez. 05-26-09 Exhibit 6-1 20090617000114.112 CONTINUING SOUTH 670 36' 00" EAST 50 FEET, MORE OR LESS, TO THE BANK OF GREEN RIVER; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #4: 352304-9081 THAT PORTION OF GOVERNMENT LOT 7 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHICH THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 7 BEARS SOUTH 000 58' 10" WEST 313.17 FEET AND NORTH 890 01' 50" WEST, 505.54 FEET, SAID DISTANCES BEING MEASURED RESPECTIVELY AT RIGHT ANGLES TO AND ALONG THE NORTH BOUNDARY LINE OF SAID GOVERNMENT LOT, SAID POINT BEING MARKED BY A CONCRETE MONUMENT SET BY R. W. JONES AND ASSOC. ENGINEERS AND SURVEYORS ON OCTOBER 4, I966;THENCE SOUTH 670 36' 00" EAST 248.63 FEET; THENCE SOUTH 230 57' 22" WEST 352.69 FEET TO THE TRUE POINT OF BEGINNING; THE NORTH 660 02' 38" WEST 250 FEET, MORE OR LESS, TO THE EAST LINE OF ANNA MESS COUNTY ROAD (SOUTHCENTER PARKWAY, FORMERLY 57TH AVENUE SOUTH); THENCE NORTH 23° 27' 22" EAST 5.14 FEET TO THE NORTH LINE GOVERNMENT LOT 7; THENCE SOUTH 89° 01' 50" EAST TO BANK OF GREEN RIVER; THENCE SOUTHWESTERLY ALONG SAID RIVER BANK, TO A POINT THAT BEARS SOUTH 660 02' 38" EAST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 66102' 38" WEST TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #5: 352304-9034: PARCEL B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER L06-029 RECORDED UNDER RECORDING NO.20060913900003; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #6: 352304-9082: THAT PORTION OF GOVERNMENT 7, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M., DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF ANNA MESS COUNTY ROAD (SOUTHCENTER PARKWAY, FORMERLY 57TH AVENUE SOUTH) IN GOVERNMENT LOT 7, IN SAID SECTION AT A POINT SOUTH 89003'20" EAST 1,656.75 FEET AND NORTH 00-56-40" EAST 1,048.79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST 114 OF SAID SECTION 35; THENCE SOUTH 08013'05" EAST 36.70 FEET; THENCE SOUTH 19°59'25" WEST 520.10 FEET; THENCE SOUTH 73005'40" EAST 233.32 FEET; THENCE NORTH 16°29'55" EAST 474.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 16°29" 55" EAST 100 FEET; THENCE SOUTH 64' 17'20" EAST 232.26 FEET TO THE BANK OF GREEN ver. 05-26-09 Exhibit 6-2 20090617000114.113 RIVER; THENCE NORTHERLY ALONG SAID BANK OF GREEN RIVER TO A LINE ESTABLISHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO.7308030425; THENCE ALONG SAID LINE NORTH 66°02'38" WEST 250 FEET TO A POINT ON THE EASTERLY MARGIN OF COUNTY ROAD WHICH BEARS SOUTH 2500118" WEST 5.14 FEET FROM THE NORTH LINE OF SAID GOVERNMENT LOT 7; THENCE SOUTH 25'01'18" WEST ALONG SAID ROAD MARGIN TO A POINT SOUTH 8900320" EAST 1,656.75 FEET AND NORTH 00056'40" EAST 1,048.79 FEET NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 35; THENCE SOUTH 08°13'05" EAST 36.70 FEET; THENCE SOUTH 19°59'25" WEST TO A POINT WHICH BEARS NORTH 66002'38" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 66002'38" EAST 211.14 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #7: 022204-9061 ("CITY DETENTION POND") BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; THENCE NORTH 89016'32" WEST, ALONG THE EAST -WEST CENTERLINE OF SAID SECTION, 458.30 FEET; THENCE NORTH 02°40'47" EAST 53.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 02°40'47" EAST 68.04 FEET; THENCE NORTH 20024'53" EAST 88.72 FEET; THENCE NORTH 49007'02" EAST 82.00 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF FRAGER ROAD; THENCE SOUTH 40°52'58" EAST, ALONG SAID SOUTHWESTERLY MARGIN, 117.97 FEET TO A POINT ON A CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 49007'02" WEST 798.51 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE SOUTHWEST 93.58 FEET TO A POINT ON A NON -TANGENT CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 84031'00" WEST 40.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE NORTHWEST, 67.17 FEET; THENCE NORTH 89'16'32" WEST 190.00 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #8: "CITY TRIANGULAR PARCEL": THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 87°50'57"WEST, 243.15 FEET; THENCE NORTH 02009'03" EAST 248.09 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 78000'27" EAST 38.IS FEET TO THE WESTERLY MARGIN OF SOUTH CENTER PARKWAY, AS CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 6343848; THENCE SOUTH 11'59'33" EAST 164.65 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 537.14 FEET, THROUGH A CENTRAL ANGLE OF 00°08'00", AN ARC ver. 05-26-09 Exhibit 6-3 20090617000114.114 DISTANCE OF 1.25 FEET; THENCE NORTH 24056'33" WEST 170.23 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF THE EAST HALF OF P. J. MUSIEL ROAD ABUTTING THE WEST LINE OF THE PROPERTY ABOVE DESCRIBED, AND BOUNDED ON THE WEST BY THAT PORTION VACATED UNDER CITY OF TUKWILA VACATION ORDINANCE NO. 626, ON THE SOUTH BY THE NORTH MARGIN OF THE NEW ALIGNMENT OF P. J. MUSIEL COUNTY ROAD AND ITS EXTENSION EASTERLY AND NORTHERLY (ALONG THE 50 FOOT RADIUS CURVE) TO THE INTERSECTION WITH THE WEST MARGIN OF SOUTH CENTER PARKWAY, AS CONVEYED BY DEED RECORDED UNDER KING COUNTY RECORDING NO.6343848, AND ON THE NORTH BY THE SOUTHWESTERLY EXTENSION OF THE NORTH LINE OF THE PROPERTY DESCRIBED ABOVE; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXPANSION PARCEL #9: 352304-9037 [A PORTION OF THE FOLLOWING DESCRIBED PARCEL THAT MAY BE ACQUIRED BYLA PIA NTAJ THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF PRIMARY STATE HIGHWAY NO. 1 (SR 5) AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER RECORDING NOS. 5517861 AND 6120867, AND THE NORTH LINE OF SAID SUBDIVISION; THENCE SOUTH 87056'03" EAST, ALONG THE NORTH LINE OF SAID SUBDIVISION, TO A POINT WHICH IS SOUTH 87056' EAST, 960 FEET FROM THE WEST QUARTER CORNER OF SAID SECTION 35; THENCE SOUTH 53024'59" WEST TO A POINT ON THE NORTHERLY LINE OF SAID PRIMARY STATE HIGHWAY NO. 1 (SR 5); THENCE WESTERLY AND NORTHERLY, ALONG SAID PRIMARY STATE HIGHWAY NO. 1 (SR 5), TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY FOR ORILLIA ROAD EXTENSION NORTH BY DEED RECORDED UNDER RECORDING NO.2748338; EXPANSION PARCEL #10: 352304-9124 [A PORTION OF THE FOLLOWING DESCRIBED PARCEL THAT MAYBE ACQUIRED BY LA PIANTA] THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING WESTERLY ver. 05-26-09 Exhibit 64 20090617000114.115 OF A LINE DRAWN PARALLEL WITH AND 700 FEET EASTERLY MEASURED AT RIGHT ANGLES TO THE LW LINE SURVEY OF SR 5 (PSH NO. 1), JCT. S.S.H. NO. S-A TO SOUTH 178TH STREET AND WESTERLY OF A LINE DRAWN PARALLEL WITH AND 700 FEET EASTERLY MEASURED AT RIGHT ANGLES TO THE LW LINE SURVEY OF SR 5 (PSH NO. 1), SOUTH 188TH STREET INTERCHANGE; EXCEPT THAT PORTION LYING NORTHERLY OF A LINE DRAWN AT RIGHT ANGLES FROM SAID LW LINE SURVEY AT HIGHWAY ENGINEERS STATION LW 2455+00.0; AND EXCEPT THAT PORTION LYING SOUTHERLY OF A LINE DRAWN AT RIGHT ANGLES FROM SAID LW LINE SURVEY FROM HIGHWAY ENGINEERS STATION LW 2445+33.3; AND EXCEPT THAT PORTION LYING WESTERLY OF A LINE DRAWN PARALLEL WITH AND 215 FEET EASTERLY OF THE SAID LW SURVEY LINES; ALL SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH ALL RIGHTS, TITLE, INTERESTS, LICENSES, PRIVILEGES, REVERSIONS AND EASEMENTS APPURTENANT OR ATTACHING THERETO BY OPERATION OF LAW TO ALL OF THE ABOVE DESCRIBED PARCELS. ver. 05-26-09 Exhibit 6-5 20090617000114.116 20090617000114.117 Rtbud W. + DEED OF TRUST (For We In the&are ofWaskington Only) THIS DEED OF TRUST, made this day of • between GRANTOR, whose address is TM E CObIPAMY, a corporation, TRUSTEE, whose address is BENEFICIARY, whose address is ' WPiNESSETH: Grantor hereby bargains, sells, and conveys to Trustee in trust, with power of sale, the following described r4 property in sty, Washington: Additional on page,_,,,.- - . Assessor's Tax Parcel II9# which real property is n4 used principally for agricultural or farming purposes, together with all the tenemeets, heroditaments, and pw fter ten— now or hereatherouato belonging or in any wise appertaiaing, and the rents, issues sad profin £ This deed is for the of securing perforinanceof each agreement of giardor herein contained, and Grantor's obligation under Section 4.&1 of that certain Development Agreement between Grantor and Beneficiary dated the_ day of . Z009 and approved by the Beneficiary's City Council as Ordinance_ on .200% and also such (tither sums as may be advanced or Voaned by Benefciary to Grantor, or any of their successors or assigns, together with Interest thereon at such *ft as shall be agreed Upon. . To protect the security 4this Deed of Trust, Grantor covenants and agrees: L. To keep ate ptr>peny in good caadidon and repair, to PMh do tram t tcW to eamocte any building. sauenne of Improvements being bunt or .bout to be butt thereon: b, regere prompdy my buadlna, much rs, or improremcnt thereon wNch osay be damaged of destroyed; and to empty wldrAd lwn, ardinm2a, regaladom, cownent, oondidam and rarkdws afeWns the Psopaty. 2. To psy before delinquent Ot kwtld aces gad wassaena upon the proPOW. to keep the PmPcIIY flee and den of dl other dancs, lien oraiwmbranceslmpdringthe seuutryofthisDeed ofT. m. ' 3. To keep all buildings now or hereafter erectrid on the property described herein continuously insured against loss by fie or other hazards in an amount not less than 90e/ of the insurable value therooE All policies shall name Beneficiary as a lass payee as its interest maY appear. In the event of foreclostre, all tights of the Grantor in losrurance polities then in force shall pass to the purchaser at the foreclosure sale. 4. To defend nay action or ptoeeadkg, pordeS to e8ed the remit, hereof a the dgbts or power ofamerdary"Trustee, and to Pey as costs and expenses, rnd6+8 Oast dfdtk sesroh and aaomeYS fccs In a Rasonabla amount. In any such addm a pmcccdln& in -Y suit bmtmm by Beneficiary to:Ibmelie .this Deed of Trust. S. To pay en carts, fees and etspemes 1n eomeabn with shin Deed chum, kdudtng dtae;cpenses of tie Trustee incurred in enfordnil the obagadon secured hereby urdTfanee5 end eaosney's Res aenenly Incurred, a provided by stemte. d. Should Ormw fail to prb0 *bar due nay taxes, nsseasments, lan me, premiums, Ilene encumbrances or Oster dwiles sgdmt the property hbeey�! be addedd. mod become may V UK fire debt secured k thisad ofpadd, � Interest at the tau set RM k the unto secured Exhibit 8 20090617000114.118 IT IS MUTUAIIY AGREED THAT 1. In the event any pardon of the property is taller or dunigd is an ctdneat domain pmceedmg, the endroemonM of the award or snob portion or may be s ocetmry to fully satisfy the obligation seMcd hereby,:ball be paid to Bonefhelary to be applied to avid obllptloo. 2. By aaepthtg payment of any sum secured hereby aftv Its due do% Beaefielary dogs not waive Its tig)d to require prompt paynnut whan dco ofell Othersum so seared orte dcd m default for What to so pay. 3.The Trosw $bell mcomcy all orrery per of the propaly corcmd by this Wed of Trost to the person oWNW thereto, ors wrioea request of tire Creator and the Beaelkbay. ar opon safisfaadon of the obggallon sccorod and smitten MquM fat tecameyanee made by the BcaetWasy or the person entitled thereto. 4. Upon default by Grantor in the prpnzat of any Wcbtedness seemed hereby or In the perfornew of any agteemeat Contained bcnla, all sums secured hereby shag ImmedlaWy become duo end payable at the option of alto BcaeW ay. In such avant and upon written rcgoast OrBcmfmdory, Tmmna shalt scB lbe trust pmpcM. In nocordonco with also Dead of Trust Act Of tho State of Wnldagteo, at public motion to the highest b1ftr. Any person except Trudge my bid atTrusico'a,sale, Tratae ow apply the procceda of the Pies a follows: (1) to eexpaue of die sale, htcludhtg a reasonable TmsWs fee and attorney's fee; (2) to the Obligation seared by this DoW of Trum and (3) aw su Pius, if my, shalt be distdbatcd to tl a perxats w9gld thereto. S. TPA" shell deliver to the pmduser at the sale Its dead, without wusnp; which shall OoavaY to I6o.ptncthaser the bdcrW In die property which Grunter had or had the power to convoy at tho three of his cxccadon of this Dead of Treat, and such as he may have acquired! thereafter. Trustees deed shall recite the facts showMg that the sale was conducted in compllove w)dn aA the mtiabarools Oflaw and this Dead of Trost, which redtei sW 1. prim fdodo evldanco of such eompl'ronee and cundagiva evidpaeo thereof In fwar of bona tide purchaser end emumbmr=F forvaluo- d. The power of sale conferred by this Dccd of Tmx and by eta Dad offmot Act of the Sate of Wasbingtgp is not an exchatva reatedy, BmeBctay may cease this Deed afTant to be fomdosed as a mortgage 7. In the event of the death, Incapacity, dlsabiilly, or migration of Traslw, Bcmgciwy my appolat In NWiag a successor trustee, and upon the raoording of such appointment in the mortgage mcoods of the warty In which this Dead OlTrost Is mcordod. the mooesmr trustee shell be vested with all powers of tho original truhme, The tr stela is not obligatd to rani any party hcr%te of peadiag sale trades any odwDeed of fr stor*ran action or proceeding In which G mta, 1'tusta or Benaficlary shall be a party Icts such motion or procco ft is brought by ft Trustea. ' . L This Deed ofTnW applies to, lames to the bcofn at and is binding not only as die parties hereto, but oil their hohs, devisees, icgastm adminatreton„ executors and assigns. The tam Bone/khry shag atom the holder and owner or the note second hereby, whether or not nand as Bcna kwy hazels — 9. The Addendum to Deed of Trust is Incorporated by this reference as if fully set forth bereia. Dated — r-----I,jotary5eaj ----'! t e I t I e I I STATE OF WASHMOTON, 1 Ji Ss. I t County of 1 1 I hereby certify that I know orhave satisfactory evidence i that is the persoa(s) who appeared before Ise, and said pesrsoa(s) acknowledged that (he, she? they) d ped this drsbuetent, on oath stated that authorl=d to execute the inshutoent and acknowledged it as the Of to be the $ee and voluntary act of such party for the uses and purposes mentioned in this instrument Dated Notary Public In and for kl►e State of Wasltlagtop raiding at My appointment expires Roiled Name REQUEST FOR FULL RECONMANCE Do not word To be erred a dy whm note her been paid TO: TRUSTS. The mderalgned is the egad owner and bolder of the note and all other Webtedness segurod by the widda Deed of' Trust. Said note, together with all ad- indebtedness s-redby said Dad of Truth has been fully paid and a sliedd and you arc hcctiy requested and directed, on psy snot to you of any sums Owning to you under the dams of mid Iced of Trust. to eancet said note above mentioned, and all ocher evideaca of indebtedness secured by said NO of Trust delivered to you he:tewhb, together with the said Deed of Trust, and to rix MMY, without t MMW, W the parties designated by the testae of mid Deed ofFntst, all the estate now hold by you thereunder. Dated 19_• 20090617000114.119 Addendum to Deed of Trust in the event of a default that entities Beneficiary to foreclose on this Deed of Trust, Beneficiary shall not foreclose this Deed of Trust until (1) Grantor shall have failed after notice and 20 days to cure to pay the sum(s) required under the terms of the Development Agreement, (2) Beneficiary has drawn on any letter of credits (or cash deposit) provided by Grantor securing the obligation in default to the maximum amount of the letter of credit (or cash deposit) and has applied the sum(s) so drawn to the obligation in default, and (3) there remains outstanding an additional sum due under the terms. of the Development Agreement for -which this Deed of Trust has been granted as security. 20090617000114.120 SANK OV AMERICA - CONFIDENTIAL DATE: APRIL St, 2009 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER: 109059 Drs)'$PICIARY THE CITY 'OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWIL A, VA 98108 PAGE: 1 ISSUING BANK BANX OF AMERICA, N.A. 10.00 W . TEMPLE STREET 7TH FLOOR, CA9-705-07-05 LOS ANGELES, CA 90012-1514 APPLICANT LA PIANTA LLC PO SOX 88028 TiiiC IbA, SSA 98:138 AMOi3.i3'i` NOT EXC$EDING u= 6,000,000.00 NOT EXCEEDING SIX MILLION AND 00/100'S US DOLLARS EXPIRATION D,ECEMBME 3.1, 2009 AT OUR COUNTERS NT THE REQUEST AND ON THE INSTRUCTIONS. OF OUR CUSTOMER, LA PIANTA LLC {THE "'ACCOUNT PARTY"), WE HEREBY ISSUE '.OUR IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER IN YOUR'PAVOR, SUBJECT TO THE OTHER PROVISIONS OF THIS LETTER OF CREDIT, YOU MAY OBTAIN THE FUNDS AVA2.U UNDER THIS LETTRR OF CREDIT BY 15R$SENTMMU TO US OF ONE OR go" DRAFTS DRAWN ON BANK OF AMEAIM N.A. BEARING THIS LETTER -OF CREDIT NUMBER AND ACCOMPANIED BY THE. DOCUMENTS DETAILED BELOW. THIS LETTER OF CREDIT IS ISSUED IN- CO. TMCTZPN WITH" THE (T"HE "CONTRACT") . TUtS E7,`TR- OF bl EPXT .SS EFFECTIVE. IMMEDIAT$LY AND SHALL. EXPIRE AT 5:0.0 P.M. AT Rlo OFFICE OF BANK OF'AMEKICA, N.A., 1000 WEST TEMPLE STREET, 7TH FLOOR, MAIL CODE: CA9-705-07-05, LOS ANGELES, CA 90012-1514. ON THE DATE OF EXPIRY SHOWN. THE. FOLLOWING SHALL ACCOMPANY YOUR SIGHT DRAFT(S) UPON EACH DRAW UNDER THIS LETTER OF CREDIT: 1, A 2. A CERTIFICATION SIGNED .BY AN AUTHORIZED OFFICER OF THE CITY, TO THE EFFECT THAT THE ACCOUNT PARTY HAS., NOT PROVIDED THE CITY WITH A Exhibit 9 DRAFT 20090617000114.121 SANE OF AMERICA - CONVIDENTIAL PAGE: 2 THIS IS AN INTEGRAL PART OF LETTER. OF CREDIT NUMBER: 4098959 R<EPLACEME= LETTER OF CREDIT WITXTN THE TIME PERIOD REQUIRED IN &ECTZON OF THE CONTRACT. 3, A CERTIFICATION SIGNED BY AN AUTHORIZED OFFICER OF THE CITY OF Ti32fWI-LA, WASHI'IGTON, TO THE BFFECT THAT THE ACCOUNT PARTY HAS NOT PRQVIn:;D THE CITY WITH A REPLACEMENT LETTER OF CREDIT SATISFACTORY TO THEM. ADDITIONAL CONDITIONS: 1. PARTIAL DRAWINGS -ARE ALLOWED BUT NOT'REQUIRED. TOTAL DRAWS OUTSTANDIN% AT ANY TAME SF;ALL NoT EXCEED Tqs AMOMIT SET FORTH ABOVE. 2. THE CITY SHALL AETttRN Ttag ORIGIPAL I;ETTER .OF CREDIT, AND EACR STiBSEgUENT AMENDNiENt(S) &b yodR- AUTHORIZATION TO CANCEL TO BANK OF AMERIti, N.A IIPDX RECEIPT OF A REPLACEMENT LETTER OF 'CREDIT THAT CONFORMS TO THE REQUIREMENTS. OF THE CONTRACT. 3. THE CITY OF TUNKI:rA. SHALL RETURN THIS ORIGINAL LETTER OF CREDIT, A-14D EACH $QBS'SQU'Ei1T AMEpMENT(S) AND YOZ3R AUTHORIZATION TO CANCEL TO BANK t3F AMEI2ICA, M.A. UPON THE TERMINATION OF FETE REQUIREMENT FOR $UCa LETTER OF CREDIT UNDER SECTION OF THE CONTRAL'T . 4. THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE SIDE OF THIS LETTER OF CREIIIT BY THE BANK AND THIS CREDIT SHALL BE RETURNED 'TO THE BENEFICIARY UNLESS THE AMOUNT OF THE DRAW SHALL BE FOR THE FU.�,I, OR ENTIRE AMOUNT REMAINING UNDER THIS LETTER OF CREDIT. S . A l °AU'T110RIZED CITY" OFFICER OF THE Y" SHALL MEAN THE MAYOR OR THE CITY ADMINISTRATOR. WHEN WE,RECEIVg A DRAFT .ACCOMp ANTED By DOCUMBNTATZON AS DESCRIBED ABOVE AND XOUR REMxTTA9CE INSTRUCTIONS AT OR PRIOR TO 8:00 A.M., PACIFIC TIME, ON A. BUSINESS DAY, WE WILL IVW-t PAYMENT By 5c00 P.M., PACIFIC TIME, ON THE NEXT BUSINESS DAY': IF WE RECEIVE SUCH ITEKS AFTER THE TIMES S?RClrxzEI, WE WILL MAKE PAYMENT BY 8.00 A.M.,'PACIFIC TIME:, QN• THE $ECOXD BUSINESS DAY THERE.?1FTER. EACU DRAFT PRESENTED FOR `PA'i M9NT AGAIlg8T THIS LETTER, OF CREDIT AND. E� A�COMPANyING CEAtIFICATION MUST BE DATED TEN DATE OF ITS PPBSENTATION TO tIS, AND MAY BE PRESENTED ONLY ON A BUSINESS DAY. AS 17SED IN THIS LETTER OF CREDIT, "BUSINESS DAY" SHALL MEAN ANY DAY OTHER THAN (I) A SATURDAY OR A SUNDAY, (II) A DAY ON WHICH COMMERCIAL BANKS IN LOS ANGELES, CALIFORNIA A_KE AUTHORIZED OR REQUIRED BY LAW OR E�MCUTIVE ORDER TO CLOSE DRAFT$ MUST 33B MARKED CONSPICUOUSLY "DRAWN TINDER BANK OF AMERICA, i1-.A. IRREVOCABLE STANDBY LETTER OF CREDIT NO. .a THE CERTIFICATIONS YQU` ARE REQUIRED TO SUBMIT TO US .ALONG WITH YOUR DRAFT DRAFT, 20090617000114.122 BOk OF AT SXAICA - CONFIDENTIAL PAGE: 3 THIS IS. -AN INTEGRAL PART OR LETTER OF CREDIT NUMBER: �9$959 OR DRAFT'S SHOULD BE )?)2E+PAREP EITHM ( I � IN THE FORM of A LETTER ON YOUR.'LETTERHEAD STGMD. BY Y0Utt AUTIii1I2ltED _OFFICRRS OR (II) IN -TIE FM,M OP A FACSIMILE COPY- OF SUOR A LEMER S$NT BY ONE OF THEM TO: 21.3.-457=8841. IN SUCH EVENT; THE ORIGINAL LETTER OF CREDIT AND ANI�WnNNTS, IF ANY,. ARE NOT REQUIRED FOR PRESENTATION. OTHER THAN THE FOREGOING PROVISIONS FOR' COMMUNICATION BY FACSIMILE COPY, COMMUNICATIONS WITH RESPECT TO THIS LETTER OF CREDIT SHALL BE IN WRITING AND SHALL BE ADDRESSED TO US AT BANK OF AMERICA, N.A., 1Q0.0 WEST -TEMPLE STREET, 7TH FLOOR, MAIL CODE: CA9-705-07-05, LOS ANGELES, CA•90012-15.14 ATTN: STANDBY LETTER OF CREDIT DEPT., SPE6I'ICALLY REFERRING TO THE NUMJ3RR AND DATE OF THIS LETTER OF CREDIT. EXCEPT AS PROVIDED ABOVE WITH RESPECT TO COMMUNICATION BY 'FACSIMILE, ALL COMMUNICATI014S STALL BE DELIVERED IN PERSON OR SENT BY NATIONALLY RECOGNIZED COURIER (SUCH AS FEDERAL EXPRESS, DHL, U.S. POSTAL SERVICE EXPRESS MAIL, ETC.), WITH ALL CHARGES PREPAID. 52�NC AI4EORMICONEQRSt, WE. 'SILL GIVE Y(jD i�itS�NTI?T ITOTICE THP�T TiiE DEMFiND FIA,S I�OT EF Fs..7,'ED TN ACCORDANCE WITH TI2$ LETTER OE CREDIT, STATING THE REASONS. THEREFOR8 AND THAT WE ARE HOLDING ANY DOCUMENTS AT YOUR DISPOSAL OR ARE RETLWING THEM TO YOU, AS WE MA`S•ELECT. UPON BEING NOTIFIED THAT THE DEMAND WAS NOT EFZECTED IN CONFORMITY WITH THIS LETTER OF CREDIT, YOC1 MAY ATTEMPT TO CORRECT ANY SUCH NONCONFORMING Dzom" FOR PAYMENT IF',- AND TO 'THE, EYTENT THAT, YOU ARE ENTITLED ZWI'THO'QT REGARD TO THE PROVISIONS OF THIS SENTENCE) AND ABLE TO DO so. By PAYING YOj AN AMOUNT DEMW.ED 1N ACCORDANCE WITH THIS LETTER OF CREDIT, WE MAn NO REPRESENTATION AS TO THE CORRECTNESS OF THE AMOUNT DEMANDED OR YOUR CALCULATIONS AND REPRESENTATIONS ON THE CERTIFICATES REQiIIi2Rb OF YOU BY THIS LETTER OF CREDIT. OUR PAYMENT OF THE AMOUNT DEMANDED IN ACCORDANCE WITH THIS LETTER OF CREDIT SHALL NOT BE CONSTRUED TO LIMIT ANY OTHER REMEDIES THAT YOU MAY HAVE AT LAW OR EQUITY TO. COLLECT AMOUNTS .DUE FROM BENEFICIARY: THIS LEETM OFQ."DXT• CANNOT BE, MODIFIED •01;, REVOFFb WITHOUT YOUR. CpPtSEI�T . PARTIAL DgAWINCz' AM MULTIPLE PRESENTATIONS ARE PERMITTED UNDER THIS LETTER OF CREDIT, �Hl$ LETTER OF' CREDIT SHALL- BE GOVERNED BY AIM CONSTRUED IN ACCORD ANC WITH THE. INTEIYNAT'IOM C9AMEER OF COMMERCE I%7T$RNATIONAL 'STANDBY P9ACTICES,. PtAICAT'ION NO. 590 (19.98 REVISION) AND, TO THE EXTENT NOT INCONSISTENT THEREWITH, THE LAWS OF THE STATE OF WASHINGTON. DRAFT 20090617000114.123 BANK-oF AMERICA - CONFIDENTIAL PAGE: 4 THIS IS AN INTEGRAL PAPT OF LETTER OF CREDIT NUMBER, $098959 IV YOTf RVgUI&E ANir ASSISTAIaiC`E OIL. $AV8 ANY QUESTIONS REGARU.ING THIS T12 ISX . TION, PT.EASE CALL -1-800-541.-6096 OPT 1. AUT)%ORIZED SIGNATURE THIS DoCUMBNT CONSISTS OF 4• PAGE(S). . r4..yr.�G+.Y K� �Z oJhces> iwt L��:� v� L4�i DRAFT 20090617000114.124 0 a E 1 I �— m c PROPOSES ORILLIA ROAD CONNECTOR NCa 5 FC GOLDSMITH Exhibit 10 + ^ TUKWILA SOUTH PROJECT LAND D[VEIO)MENI Et EV ICE[ EXISTING DEVELOPMENT TRIPS SoitH+Tukwila EI$ Trlp:Generaugri YElY1N PrgjectNti.2252 C.:T,.dT..w 'rrie. r'_enor9T1MM 20090617000114.125 2QWPM trip Gec>•<MSM d FM -Peak Hour drip Generation : ' YtSo; ta6itErited • RE .tluedonalS ryo)PM peak •"•''`Pb1,4eak Hour'••••••-. lend Use.:..:... ..: •' • •. • :. •UnRS L : In %' .. Oo! % . 7 Rate . .. •::. tie :: .. r':.Oui:•:::: .:_:Total .: Parcek A•'f & A ' ' AESi6ENT1At - 6 Units Z7tl 67% 9376 1.47 4 2 4 Oiyy"g Raigdalsb IaF4/G77If (ar IVo'/�,cW',bilRmtatheJ ' ' . Sub(W sl a •: •: 4 •.:: •: 2 '. . •6 .. Farce B • - ' OFFICE ', :W.Si� GFA 710 0% 831b '• .¢.3ti 16: •]6 9/ WAREI;011Ap7G 134;500 ('iFA 150 : " 24% 76% O.fit 20 ' 62 E12 •: :• •. • . :. •. .. ::-. ... . Subtotal a . .. '•36'... .140 .30. .. OFFICE B,595 GFA Ito 17% 63y6 3:48 5 25 432 44% S6% •1.25 •39 45 '.67 lbimng R4ige M PaIr4lA hr'NoAFtlon NlGi+dE�?? . ...... • . . :Subtotal . d1 . ... U .' ..:195 Parcels F& G e oFF10E 197,2S9 GFA 710 17"A a3% 1,62 $7 -: ' 41 36b, AREHOUSING Y,Ot3,742 ; GFA 150 26Y *6 0.40 .105 '. . 3t7 - 422 niANLIMtTLRR4.G . t•59.014 . GFA 140 $6.4 64% OA9 :'37 . s6 . .' -. {:. Subtotal = •197 • ..:> . (i32 -:.- '. • ai6 : : _' Parcel H ' (Parcel E iri No Aeiroii Alternative) OFFICE . ' •1,2,06.4 GFA 710 tB%. 62% 3.23 WAREHOUSING 17.971 GFA ISO 24% la% 0.69 1$ 41 54 :•.. . ; •: ::: • . ... bubtotal a ...: 20:..:....73 :.:.'.•: :'S3 -. Pe';&l L ' (PaiM P in No'Aoti4ri Alterariatide) "' '' ' ' LIGHT INDUS7RIAL 29.Qab GFA 110 10% 90% - • b,sfl .13 26 29 • 'Sulatotn[ d 3 .• : 26.: 29 . Pa7r�10 ' (6rcel) tli NG Aetiori Alterpative)' RUIPOVAL 7 W14 210 t00% 6'6 ID • ' ' : ' •• 'far;5 P.M.Peak'Hour T4 Genesrat ' &A e � Fla& Area N4o!.c(7nnry talon&Owq.Trlpl7 aral V.!rp.7NE44b%2003Ge4UuP!am Exhibit 11 " � PatW 0¢Fgnrttra fp UM �2MiEQ Aecar Alte,utM.. . 20090617000114.126 SUMMARY OF Ordinance No. 2233 City of Tukwila, Washington On June 8, 2009 the City Council of the City of Tukwila, Washington, adopted Ordinance No. 2233, the main points of which are summarized by its title as follows: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING BY REFERENCE A DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TUKWILA AND LA PIANTA LLC FOR THE TUKWILA SOUTH DEVELOPMENT; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. The full text of this ordinance will be mailed upon request. Approved by the City Council at a Special Meeting thereof on June 8, 2009. Published Seattle Times: June 15, 2009. 20100726001102.001 MAY 3 O 2012 DEVELOPMENT 20100726001102 TUKWILA CITY 0 AG 1254.00 PAGE-001 OF 01S 07/26/2019 14:22 KING COUNTY, WA Return Address City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Document Title(s) (or transactions contained therein): 1. Possession and Use Agreement Reference Number(s) of Documents assigned or released: N/A (on page _ of documents(s)) Grantor(s) (Last name first, then first name and initials): 1. Segale Properties LLC Grantee(s) (Last name first, then first name and initials): 1. City of Tukwila Legal description (abbreviated: i.e. lot, block, plat or section, township, range) PTNS. OF THE NW1/4 & SWIM OF SEC. 2; NEl/4 & SE1/4 OF SEC. 3, TOWNSHIP 22 NORTH, RANGE 4 EAST OF THE W.M. PTN. OF THE W 1/2 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE W.M. ALL IN KING COUNTY, WASHINGTON 21 Full legal is on pages 9 - 14 of document. Assessor's Property Tax Parcel/Account Number 022204-9008; 022204-9011; 022204-9015; 022204-9043; 022204-9057; 032204-9006; 032204-9090; 032204-9106; 352304-9013; 352304-9015; 352304-9017; 352304-9032; 352304-9040; 352304-9041; 352304-9045; 352304-9049; 352304-9050; 352304-9068; 352304-9118;352304-9115 FA No. F- ( } RES-317 Project No. Revised 08/09 Page 1 of 15 pages Parcel No. l POSSESSION AND USE AGREEMENT 10-005 Council Approval NIA POSSESSION AND USE AGREEMENT Southcenter Parkway 20100726001102.002 This AGREEMENT is made and entered as of January -It, 2010, by and between the City of Tukwila, hereinafter referred to as the "City", and Segale Properties LLC, a Washington limited liability company, formerly known as "La Pianta LLC," hereinafter referred to as the "Owner": WITNESSETH WHEREAS,, the City affirms that the Owner's Property described herein is required by the City for immediate construction of a transportation project. AND WHEREAS, the City affirms that any delay in its construction program is contrary to the public interest; AND WHEREAS, the Owner has made a firm and continuing offer to donate the use of the following described real property ("Property") situated in King County, in the State of Washington, pursuant to Section 4.3.2 of the "Development Agreement By and Between the City of Tukwila and La Pianta LLC for the Tukwila South Development" dated June 10, 2009 (the "Development Agreement"): For legal description and map, see Exhibits A and B attached hereto and made a part'hereof. The Property is comprised of two components: (1) the land on which the Southcenter Parkway shall be permanently relocated and expanded ("Permanent Right of Way"), and (2) a temporary construction easement area that the City shall use to construct the Southcenter Parkway Project (hereinafter defined). The temporary construction easement area shall be the portion of the Property that is not part of the Permanent Right of Way. NOW THEREFORE, for and in consideration of the covenants set forth herein and in the Development Agreement, the parties agree as follows: Page 2 of 15 pages 20100726001102.003 POSSESSION AND USE AGREEMENT 1. Use of the Property. The City is hereby granted an easement in, on, over and across the Property for the purpose of relocating and expanding Southcenter Parkway ("the Southcenter Parkway Project") as described in Section 4.3 of the Development Agreement. 2. Cooperation. Owner reserves the right to engage in any uses of the Property that are compatible with and does not interfere with the full enjoyment by the City of the rights granted in this Agreement. The City acknowledges that the Owner shall need to use portions of the Property for work that Owner is required to complete under the Development Agreement. The City further acknowledges that La Pianta shall install utilities and make other improvements in the temporary construction easement area, and the City shall cause its contractors to cooperate with Owner, as necessary, in such area upon request by Owner to permit the timely completion of Owner's work. To the extent a conflict arises, the Owner acknowledges that the timely completion of the Southcenter Parkway Project is the priority project. The parties shall work cooperatively with each other to avoid interference and to enable the separate work to occur in the Property. Furthermore, the City acknowledges that Owner shall continue to operate its businesses on portions of the Property, and the parties shall work cooperatively to minimize interruptions to Owner's operations to the extent reasonably possible. Owner shall be entitled to operate any business located (i) within the Permanent Right of Way until the date of the award of the construction contract for the Southcenter Parkway Project, and (ii) outside of the Permanent Right of Way, provided that such operations do not unreasonably interfere with the City's rights hereunder. 3. Termination of this Agreement. This Agreement shall terminate automatically without further action required by either party if any of the following events occur: (a) La Pianta delivers and the City accepts a duly executed and acknowledged deed for the Permanent Right of Way, as more particularly described in Section 4.3.2 of the Development Agreement; or (b) The Development Agreement is terminated. The City and Owner shall work in good faith to finalize the legal description of the Permanent Right of Way as soon as is reasonably possible. The parties acknowledge that Page 3 of 15 pages 20100726001102.004 POSSESSION AND USE AGREEMENT this Agreement shall constitute that certain right of way easement described in Section 4.3.2 of the Development Agreement. Unless the Development Agreement is terminated, this Agreement and easement shall not be terminated until construction of the Southcenter Parkway Project is complete, and the City replaces this Agreement by accepting the deed for the Permanent Right of Way delivered by Owner into the escrow described in the Development Agreement. 4. Indemnification. Except as otherwise specifically provided elsewhere in this Agreement, each party shall protect, defend, indemnify and hold harmless the other party and their officers, agents, and employees, or any of them, from and against any and all claims, actions, suits liability, loss, costs, expenses, and damages of any nature whatsoever, which are caused by or result from any negligent act or omission of the parry's own officers, agents, and employees in either party's use of the Property pursuant to this Agreement. in the event that any suit based upon such a claim, action, loss, or damage is brought against a party, the party whose negligent action or omissions gave rise to the claim shall defend the other party at the indemnifying party's sole cost and expense; and, if final judgment be rendered against the other party and its officers, agents, and employees or jointly the parties and their respective officers, agents, and employees, the parties whose actions or omissions gave rise to the claim shall satisfy the same; provided that, in the event of concurrent negligence, each party shall indemnify and hold the other parties harmless only to the extent of that parry's negligence. The indemnification to the City hereunder shall be for the benefit of the City as an entity, and not for members of the general public. Without limiting the generality of the foregoing, the City shall protect, indemnify, defend, and hold harmless Owner, and its successors and assigns, from and against any and all loss, costs, claims, suits, liabilities, causes of action and expenses of any kind or nature (including reasonable attorneys' fees) arising out of, related to, resulting from or incurred by reason of or based upon, the release onto or from Owner's Property by the City or any of its respective employees, agents, contractors and/or licensees, of any hazardous or toxic materials or substances, or the violation by any such party of any law or laws regulating the handling, treatment, storage, disposal, release, or transport of any hazardous or toxic materials or substances. 5. Miscellaneous. (a) Neither this Agreement nor any acts of any party shall be deemed or construed by the parties hereto, or any of them, or by any third person, to create Page 4 of 15 pages 20100726001102.005 POSSESSION AND USE AGREEMENT the relationship of principal and agent, or of partnership, or of joint venture, or of any association. (b) Any modification, waiver, amendment, discharge or change of this Agreement shall be valid only if the same is in writing and signed and acknowledged by all of the parties, and an original thereof is recorded in the real property records of King County, Washington. (c) In the event any term, covenant, condition, provision, or easement contained in this Agreement is held to be invalid, voided or otherwise unenforceable, by any court of competent jurisdiction, such holding shall in no way affect the validity or enforceability of any other term, covenant, condition, provision, or easement contained in this Agreement. (d) It is understood and agreed that delivery of this agreement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Tukwila unless and until accepted and approved hereon in writing for the City of Tukwila by its Mayor. Page 5 of 15 pages 20100726001102.006 POSSESSION AND USE AGREEMENT Segale Properties LLC, a Washington limited liability corporation By: Metro Land Development, Its: Manager / I0 Date: /_/cj a/ Accepted and Approved CITY OF TUKWILA, a Washington municipal corporation By:- J' aggerton or Date: - ATTEST: Or Christy 0' Flaherty, City Clerk APPRO City Attorney Page 6 of 15 pages 20100726001102.007 POSSESSION AND USE AGREEMENT STATE OF WASHINGTON ) ) ss. COUNTY OF KING } On this 11 In day of January, 2010, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Mark A. Segale to me known to be the person who signed as Vice President of the Manager of Segale Properties LLC, a Washington limited liability company that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Limited Liability Company for the uses and purposes therein mentioned, and on oath stated that he/she was duly elected, qualified and acting as said officer of the corporation, and that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. �"-" �4;4; JACEK R. PAWLICKI e0te, Name: b�/¢Cl NOTARY PUBLIC ry Public in and for the State of Washington) STATE OF WASHINGTON COMMISSION EXPIRES residingat: ?L.e'altG4 _ r,✓�As/�/No-77W OCTOBER 15, 2913 My commission expires: 42C7 ff IS = ZOi3 Page 7 of 15 pages 20100726001102.008 POSSESSION AND USE AGREEMENT STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) 44 On this if day of—O7C�j sAtvq _, 2010, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared nJ , to me known to be the person who signed as rjad of the City of Tukwila, a municipal corporation of the State of Washington, that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of sai t rporation for the uses and purposes therein mentioned, and on oath stated that was duly elected, qualified and acting as said officer of the corporation, that was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. m1D -Pjrv�P Print Name: Mr. eru M , LE�E 2 J Notary Public in and ff r ee State of Washington, J residing at: rrin/ r" My commission expires: Page 8 of 15 pages 20100726001102.009 POSSESSION AND USE AGREEMENT MIU r A STRIP OF LAND OF VARYING WIDTHS, LYING OVER, UNDER AND ACROSS PORTIONS OF THE NORTHWEST QUARTER OF SECTION 2 AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST OF THE W.M., AND A PORTION OF THE WEST HALF OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE W.M., ALL IN KING COUNTY, WASHINGTON, THE PERIMETER OF SAID STRIP OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 2; THENCE SOUTH 89° 17'01"EAST ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 88.28 FEET; THENCE LEAVING SAID SOUTH LINE, NORTH 03" 31'38"EAST 70.11 FEET; THENCE NORTH 860 28'22"WEST 20.00 FEET; THENCE NORTH 03" 31'38"EAST 620.48 FEET; THENCE SOUTH 86' 28'22"EAST 20.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 860 31'08"EAST 1890.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03° 46'49", AN ARC LENGTH OF 124.70 FEET; THENCE NORTH 82° 44' 19"WEST 30.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS, SOUTH 82° 44' 19"EAST 1920.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 160 03'06", AN ARC LENGTH OF 537.90 FEET; THENCE SOUTH 66° 41' 12"EAST 30.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS, SOUTH 66° 41' 12"EAST 1890.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 090 0I' 18", AN ARC LENGTH OF 297.60 FEET; THENCE NORTH 570 39'54"WEST 40.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 570 39'54"EAST 1930.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 02° 18'40", AN ARC LENGTH OF 77.85 FEET; THENCE NORTH 34° 38'46"EAST 610.20 FEET; THENCE SOUTH 550 21' 14"EAST 40.00 FEET; THENCE NORTH 34° 38'46"EAST 118.50 FEET; THENCE NORTH 55° 21' 14"WEST 40.00 FEET; THENCE NORTH 34" 38'46"EAST 595.89 FEET; THENCE SOUTH 55° 21' 14"EAST 10.00 Page 9 of 15 pages 20100726001102.010 POSSESSION AND USE AGREEMENT FEET; THENCE NORTH 34° 38'46"EAST 7.29 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2580.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THOUGH A CENTRAL ANGLE OF 000 48'51", AN ARC LENGTH OF 36.66 FEET; THENCE NORTH 370 42'21"EAST 62.78 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS NORTH 570 33'23"WEST 2585.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 040 48'31", AN ARC LENGTH OF 216.94 FEET; THENCE SOUTH 62° 21'53"EAST 35.00 FEET; THENCE NORTH 260 13'39"EAST 128.73 FEET; THENCE NORTH 65° 1 i'06"WEST 35.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS NORTH 650 10'48"WEST 2585.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 140 59'05", AN ARC LENGTH OF 676.07 FEET; THENCE NORTH 590 59'00"EAST 65.34 FEET; THENCE NORTH 23° 05'35"WEST 51.55 FEET; THENCE NORTH 18' 01'44"EAST 153.97 FEET; THENCE NORTH 640 55'27"WEST 35.35 FEET; THENCE NORTH 09° 49'47"EAST 15.28 FEET; THENCE NORTH 80' 10' 13"WEST 10.00 FEET; THENCE NORTH 090 49'47"EAST 392.72 FEET; THENCE SOUTH 800 10' 13"EAST 27.44 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 342.00 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 150 08'42", AN ARC LENGTH OF 90.40 FEET; THENCE SOUTH 650 01'32"EAST 36.10 FEET; THENCE NORTH 25° 01' 18"EAST 100.00 FEET; THENCE NORTH 65' 01'32"WEST 36.18 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 442.00 FEET; THENCE WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 150 08'42", AN ARC LENGTH OF 116.83 FEET; THENCE NORTH 80° 10' 13"WEST 22.44 FEET; THENCE NORTH 09' 49'47"EAST 255.82 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 910.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 320 56'42" AN ARC LENGTH OF 523.25 FEET; THENCE NORTH 420 46'29"EAST 18.28 FEET; THENCE SOUTH 42° 13'31"EAST 242.07 FEET; THENCE NORTH 25° 01' 18"EAST 157.24 FEET; THENCE NORTH 420 13'31 "WEST 193.94 FEET; THENCE NORTH 42° 46'29"EAST 475.87 FEET; THENCE NORTH 540 37'59"EAST 85.30 FEET; THENCE NORTH 370 48'55"EAST 43.96 FEET; THENCE NORTH 36° 00' 11"EAST 26.26 FEET; THENCE NORTH 54' 40'29"WEST 32.73 FEET; THENCE NORTH 190 03'12"EAST 119.49 FEET; THENCE SOUTH 69° 49'38"EAST 20.17 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE Page 10 of 15 pages 20100726001102.011 POSSESSION AND USE AGREEMENT RADIUS POINT OF WHICH BEARS NORTH 610 06'45"WEST 1070.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 150 54'33", AN ARC LENGTH OF 297.10 FEET; THENCE SOUTH 770 01' 19"EAST 10.00 FEET; THENCE NORTH 12° 12'35"EAST 40.94 FEET TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND DEEDED TO SCHOENBACHLER ENTERPRISES L.L.C. AS PER DEED RECORDED UNDER KING COUNTY RECORDING NO.9602060993; THENCE SOUTH 590 18' 15"WEST ALONG THE SOUTH LINE OF SAID TRACT, A DISTANCE OF 60.16 FEET TO THE EAST RIGHT OF WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 09° 40'43"EAST ALONG SAID MARGIN 316.06 FEET; THENCE NORTH 150 44' 18"EAST 63.77 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76° 18'23", AN ARC LENGTH OF 66.59 FEET; THENCE LEAVING SAID MARGIN NORTH 020 10'33"EAST 35.85 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 870 49'27"WEST ALONG SAID NORTH LINE 169.37 FEET; THENCE SOUTH 020 10'33"WEST 35.01 FEET TO THE SOUTH RIGHT OF WAY MARGIN OF SOUTH 180TH STREET; THENCE SOUTH 09' 50'27"WEST 269.58 FEET; THENCE SOUTH 800 09'33"EAST 10.00 FEET; THENCE SOUTH 09° 50'27"WEST 75.25 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 925.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 250 54'50", AN ARC LENGTH OF 418.36 FEET; THENCE NORTH 54' 14'43"WEST 12.43 FEET TO THE EASTERLY MARGIN OF PARCEL 1, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L06-029 AS RECORDED UNDER KING COUNTY RECORDING NO. 20060913900003;THENCE SOUTHWESTERLY ALONG THE EAST LINE OF SAID PARCEL 1, THE FOLLOWING COURSES; THENCE SOUTH 10° 53' 13"WEST 17.20 FEET; THENCE SOUTH 370 27'56"WEST 63.01 FEET; THENCE SOUTH 41' 44'53"WEST 49.29 FEET; THENCE SOUTH 45' 36'54"WEST 452.08 FEET; THENCE NORTH 470 13'31"WEST 20.56 FEET; THENCE SOUTH 42' 46'29"WEST 153.00 FEET; THENCE SOUTH 47° 24' 17"EAST 19.35 FEET; THENCE SOUTH 42" 37'08"WEST 165.60 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS SOUTH 540 15' 53"EAST 1110.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 140 46'47" AN ARC LENGTH OF 286.33 FEET; THENCE NORTH 69° 02'41"WEST 55.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH Page 1 I of 15 pages 20100726001102.012 POSSESSION AND USE AGREEMENT BEARS SOUTH 690 02'41 "EAST 1165.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 I° 07'32" AN ARC LENGTH OF 226.22 FEET; THENCE SOUTH 09° 49'47"WEST 1010.41 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 2335.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 010 20'30" AN ARC LENGTH OF 54.67 FEET; THENCE SOUTH 780 49'43"EAST 90.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 780 49'43"WEST 2425.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06" 05'49" AN ARC LENGTH OF 258.05 FEET; THENCE NORTH 72° 43'54"WEST 25.00 FEET; THENCE SOUTH 170 44'45"WEST 40.00 FEET; THENCE SOUTH 71° 46'36"EAST 25.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 710 46'36"WEST 2425.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 060 19'39" AN ARC LENGTH OF 267.81 FEET; THENCE NORTH 650 26'57"WEST 50.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 650 26'57"WEST 2375.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03° 26'58" AN ARC LENGTH OF 142.99 FEET; THENCE SOUTH 61° 59'59"EAST 40.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 610 59'59"WEST 2415.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 020 30'07", AN ARC LENGTH OF 105.45 FEET; THENCE SOUTH 59° 29'52"EAST 15.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 590 29'52"WEST 2430.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 040 08'39", AN ARC LENGTH OF 175.76 FEET; THENCE SOUTH 340 38'46"WEST 598.67 FEET; THENCE NORTH 550 21' 14"WEST 40.00 FEET; THENCE SOUTH 340 38'46"WEST 151.62 FEET; THENCE SOUTH 550 21' 14"EAST 30.00 FEET; THENCE SOUTH 34° 38'46"WEST 581.58 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2080.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 270 28' 10", AN ARC LENGTH OF 997.22 FEET; THENCE NORTH 820 49'24"WEST 30.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS SOUTH 820 49'24"EAST 2110.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 020 50'56", AN ARC LENGTH OF Page 12 of 15 pages 20100726001102.013 POSSESSION AND USE AGREEMENT 104.91 FEET; THENCE SOUTH 85' 40'20"EAST 5.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS SOUTH 850 40'20"EAST 2105.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 00° 48'03", AN ARC LENGTH OF 29.42 FEET; THENCE SOUTH 03' 31'38"WEST 574.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS SOUTH 030 33'22"WEST 8115.00 FEET; THENCE WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03° 04'35", AN ARC LENGTH OF 435.74 FEET; THENCE SOUTH 00' 53'39"EAST 146.38 FEET, MORE OR LESS, TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE NORTH 890 53'41 "EAST ALONG SAID SOUTH LINE, A DISTANCE OF 552.18 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PORTION THEREOF LYING WITHIN FRAGER ROAD. ALSO EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTHCENTER PARKWAY. ALSO EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 18011, STREET. ALSO EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 1781" STREET. ALSO EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 2O0TH STREET TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER AND THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST OF THE W.M., KING COUNTY WASHINGTON, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE SOUTH 89° 53'41"WEST ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 552.18 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00° 53'39"WEST 146.38 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, THE RADIUS POINT OF WHICH BEARS SOUTH 000 28'47"WEST 8115.00 FEET; THENCE WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 00° 30'05", AN ARC LENGTH OF 71.03 FEET; THENCE SOUTH 00°01' 18"EAST 146.72 FEET TO THE SOUTH LINE OF SAID SECTION 3; THENCE NORTH 89° 53'41"EAST ALONG SAID SOUTH LINE A DISTANCE OF 7.56 FEET; THENCE SOUTH 00' 05'50"EAST Page 13 of 15 pages 20100726001102.014 POSSESSION AND USE AGREEMENT 858.24 FEET; THENCE SOUTH 89° 41' 14"EAST 65.63 FEET; THENCE NORTH 00' 28'53"WEST 858.74 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE NORTH 890 53'41"EAST ALONG SAID SOUTH LINE 5.83 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 2O0TH STREET. TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 2 AND THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 22 NORTH, RANGE 4 EAST OF THE W.M., KING COUNTY, WASHINGTON, BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 3; THENCE SOUTH 89' 53'48"WEST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 3, A DISTANCE OF 142.15 FEET; THENCE SOUTH 04° 14'09"WEST 103.58 FEET; THENCE SOUTH 850 46'37"EAST 215.80 FEET; THENCE NORTH 05' 03'57"EAST 118.96 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 2; THENCE NORTH 89' 17'01 "WEST ALONG SAID NORTH LINE 75.93 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PORTION THEREOF LYING WITHIN SOUTH 2O0' STREET. Page 14 of 15 pages 20100726001102.01S POSSESSION AND USE AGREEMENT EXHIBIT B (MAP) sE VM er. M Oft er. eaioMa SOUTHCENT R ° PARKWAY T °�� CONST. EAS MENT 0e, —se 20ft do's' Page 15 of 15 pages RECEIVED MAY 3 0 20121 OM Return Address: HIGHLINE WATER DISTRICT P.O. BOX 3867 23828 30 AVE. S. KENT. WA 98032 2 Me819000333 g WATER MIsc 65.00 P 4;E-001 OF 004 0t3�it9C0UNTY I1Wa t It G Dln�cn nrinf nr funs infnrmnfinn WAS411Mr;TnM STATE RFCQRn ER'S Cover Sheet (RCW 65.04) Document Titles) (or transactions contained therein): (all areas applicable to your document must be filled in) 1, Right of Entry Reference Numbers (s) of Documents assigned or released: Additional reference Vs on page of legal description Grantor(s) (Last name first, then first name and initials) 1 • Segale Properties LLC 2. Q Additional names on 1st page of Utility Easement Grantee(s) (Last name first, then first name and initials) 1. Highline Water District 2. 0 Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range NE-35-23-04 Q Additional legal is on pages of Utility Easement Legal Description. Assessor's Property Tax Parcel/Account Number: 3523049121 [] Assessor Tax # not yet assigned. The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. IV O O O O O O W W W O O ILC:20110819 HIGHLINE WATER DISTRICT Right of Entry Agreement Segale Properties LLC hereinafter referred to as "Owner", is the Owner of the property legally described in Exhibit "A" attached hereto. The address of such property is: 18100 Andover Park west Owner grants to Highline Water District the right to enter upon the above described property for purposes of reading and maintaining the by-pass water meter and Touch Read Pit Lid (TRPL) attached to the 6 inch double detector check valve assemble (DDCVA) installed inside the fire vault. The Owner shall retain ownership of the cement vault and the 6 inch DDCVA. Except for access necessary to maintain and operate said by-pass water meter and TRPL, all rights granted hereby shall be limited to the portions of Owner's property approximately portrayed by the two red lines and connected symbols also in red all as shown on Exhibit "B" attached hereto. Highline Water District and the Owner agree that the Owner shall not alter the installed 6 inch DDCVA and vault, including covering or obstructing access to the vault, without the prior written approval of Highline Water District. Any damage caused by the Owner or their agents to the by-pass meter and/or TRPL shall be repaired by Highline Water District at the Owner's expense. Owner agrees and understands that this perpetual right -of -entry document will be recorded with the County Auditor and will be binding upon heirs, successors and assigns of Owner. Owner and Highline Water District agree that the Owner has incurred no displacement costs or relocation costs by virtue of the Agreement. Highline Water District agrees to furnish, install, operate and maintain the by-pass meter and TRPL in a reasonable condition and to do the work in a workmanlike manner, promptly, neatly, and with as little interference to the real property and improvements thereon of Owner as reasonably practicable. Ownership of the by-pass meter and TRPL on the described parcel of real property shall remain the property of Highline Water District. The terms and conditions of the Addendum =06ox ry Agreement attached hereto are incorporated Bherein by this reference.i T Segale Properties LLC malUger Dated this 5 day of Nov a 4,- ,20� Inc. N O O O O O O W W W O O N ILC:20110819 INDIVIDUAL ACKNOWLEDGEMENT STATE OF WASHINGTON ) )SS COUNTY OF KING ) On this day of , before me the undersigned, A Notary Public, personally appeared , to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that it was signed as a free and voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. Print or stamp name of Notary Notary Public for the State of Washington,) residing at CORPORATION ACKNOWLEDGEMENT STATE OF WASHINGTON ) )SS COUNTY OF KING ) On this S day of N . Zo10 , before me the undersigned, a Notary Public, personally appeared Mar lc Segs k , to me known to be the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he (she or they) was (were) authorized to execute the said instrument and that the seal aft-med is the corporate seal of said corporation. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. flit'. ]OMBS NOY .1BLIC STA I ; t' , 'INGTON COf&' ... XPIRES DEC 2011 rc-.h BRIAN R. COOMBS NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES DECEMBER 15, 2011 of 16ria,, C :00--br Print or stamp name of Notary Notary Public for the State of Washington, residing at-ruk..; Ig N O O (O O O O W W W 0 O W ILC:20110819 N O O W O O O O W W W O Addendum to Right of Entry Agreement between Segale Properties LLC and Highline Water District 1. To the greatest extent permitted by law, Grantee shall defend, protect and indemnify Grantor and save it harmless from and against any and all losses, costs, claims, suits, liabilities, causes of action and expenses of any kind or nature that may be imposed upon or asserted against Grantor, (1) arising from any act, omission or negligence of Grantee or Grantee's employees, agents, contractors, guests, invitees or licensees in or about the right of entry area or Grantor's property, or (2) arising from any accident, injury or damage to any person or property, occurring in or about the right of entry area or Grantor's property, including such as may be caused by or result from the concurrent negligence of Grantor and any other party, arising from, related to or in connection with the rights granted under this Right of Entry Agreement. 2. All right, title and interest that may be used and enjoyed without interfering with the rights herein conveyed are reserved to the Grantor. 3. Upon ninety (90) days prior written notice from Grantor to Grantee, Grantee shall relocate the right of entry area and Grantee's systems to a location mutually acceptable to Grantor and Grantee, provided however, that such relocation shall be at Grantor's sole cost and expense. 4. The rights herein granted shall continue until such time as Grantee ceases to use the right of entry area for a period of two (2) successive years. In such event, this Right of Entry Agreement shall terminate, and any improvements remaining in the right of entry area, shall revert to or otherwise become the property of Grantor, and Grantee upon request of Grantor, shall provide Grantor with a document in recordable form releasing to Grantor any and all of Grantee's rights to the right of entry area. [End of Addendum to Right of Entry Agreement] ILC:20110819 19990921000429 KCEIVED MAY 3 0 2012 ► 0 Return Address La Pianta Limited Partnership P.O. Box 88028 Tukwila, WA 98138-2028 Attention: Ann J. Nichols irrrrrrrrrrrrrr r 1 Kira COIaiTY, wi TRpNSNpTIofl T1 Lt{ l .M Document Tltle(s) (or transactions contained therein): M C' C1 Q Z I I "L J 0/ 1. Memorandum of Lease Reference Number(s) of Documents aatigeed or rdeawd: (on page _ of documents(s)) Grantor(t) (Last name first, then first name and initials): 1 La Pianta Limited Partnership 2 ❑ Additional names on page _ of document Grantee(s) (Last name first, then first name and initials) L CONTINENTAL MILLS, INC. `; ; (Q,.^(1 AT !fiE RELINE j Vr 2. ❑ Additional names on page —of document. TiKkiJSNATIUN TITLE INSURANCE C o. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Portions of abandoned bed of Green River adjoining Lot 4, City of Tukwila Short Plat M85•19-SS, Recording 08505090619; portion of Govi. Lot 2 (and abandoned bed of Green River adjoining) and portion of Govt. Lot 5, Section 35, Township 23 North, Range 4 E.W.M., portion of abandoned bed of green River adjoining Lot 4 orcity or Tukwila Boundary Line Adjustment No. 93.0085; all records of King County. Washington EX Full legal is on pages 5 of document. Assessor's Properit Tax Parcel/Account Number 352304-9115 1242674)ee25B991676 1861 • ANY WRITING. TEXT, INUTATS, RMSIONSOR NOTARY REAL A"EAWNG OUTSIDE THESE MARGINS MAY DISQUALUTY THIS DOCUMENT FOR RECORDING MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE is entered into as of theZke day of v 1999, by and between LA PIANTA LIMITED PARTNERSHIP, a Wa4shi on limited partnership ("Landlord"), and CONTINENTAL MILLS, INC., a Washington corporation ("Tenant") 1. Pursuant to a Lease Agreement executed by Landlord and Tenant, dated M Z,%, 1999 (the "Lease"), Landlord has leased to Tenant certain real property describ din EXHIBIT A attached hereto. 2. The term of the Lease shall commence on the Commencement Date set forth in the Lease and shall continue for a period of ten years thereafter as set forth in the Lease. 3. Upon expiration or earlier termination of the Lease, at the request of Landlord, Tenant shall execute, acknowledge and deliver to Landlord a notice of termination in form and content acceptable to Landlord for public recordation purposes. 4. Tenant has two options to extend the tern of the Lease for successive extension terms of five years each, on the terms and conditions set forth in the Lease. 5. This Memorandum of Lease is subject to all of the terms, conditions and understandings set forth in the Lease. In the event of a conflict between the terms and conditions of this Memorandum of Lease and the terms and conditions of the Lease, the terms and conditions of the Lease shall prevail. [The remainder of this page lras intentionally left blank.] MEMORANDUM OF LEASE EAOF I 1242674WMB"1670.11614 19990921000429 FAGS 002 OF a06 TRANSNOTIGN tt <S W21 1999 IB SS 13 ee KING Tv, 4i + ANY WRITING, TEMINiTiAIS, REVISIONS OR NOTARY SEAL APPEARING OUTSIDE THESE MARGINS MAV DISQUALIFY THIS DOCIiMENT FOR RECORDING EXECUTED as of the date first written above. Landlord: LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership By: Metro Land Development, Inc., a Washington corporation, its General Partner By —.. — _ M.A. Segale, President Tenant: CONTINENTAL MILLS, INC., a Washington corporation By ame: � H itc Title: �/ �4�7tr riea MEMORANDUM OF LEASE PAVE 2 j3436T-0OOil5D9936T0.1 t4j1 PAW 003 OF 06 29 PAGE 003 Oi 006 09,21,19" I0 35 KING COUNTY. WA TRAII"TION T1 It 13 00 ' ANY WRITING, TEXT, IN17 W B. REVISIONS OR NOTARY SEAL APPEAMG OUTSIDE THESE. MARGINS MAY DISQUALIFY THIS DOCUMENT FOR RECORDING STATE OF WASHINGTON ) ) ss. COUNTY OF t 1`1 )) On this Z.f A , 1999, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared MA, SEGALE, to me known to be the person who signed as President of METRO LAND DEVELOPMENT, INC., the corporation acting as General Partner of LA PIANTA LIMITED PARTNERSHIP, the limited partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of Metro Land Development, Inc. as General Partner and of said limited partnership for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualified and acting as said officer of the corporation and that he was authorized to execute the said instrument on behalf of Metro Land Development, Inc. and that the seal affixed, if any, is the corporate seal of the corporation, and that the corporation was authorized to execute said instrument on behalf of the limited partnership. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written..1011, yP�� A. pf,, hll ( cc�,,ture of N } i (Print or stamp name of Notary) NOTARY PUBLIC in and f r the • f0II15�kF'• : ;'; Igo,. If of Washington, residing at IYATO' My Appointment Expires: / OZ MEMORANDUM OF IF4SE 114267.0002-511" 1670.19614 PAOE3 19990921000429 PAGE 004 Or e96 09,21,19" 19 33 KING COUMTY. WA Tpgrl&pi10M TI LE 13 60 ANY wRMNG, TEXT. UNITIAL,%REVISIONS OR NOTARY SPA1, APPEARING OUTRIDE THERE NIARGINSMAY DISQUALIFY THIS DOCUMENT FOR RECORDING STATE OF WASHINGTON ) ss. COUNTY OF 91�) On this l -1 day of G LksT 1999, before me, the undersigned, a Notary Public in and for the State of ashington, duly commissioned and sworn, personally appeared j ages m ' I to me known to be the person who signed as ji' Q S i C FU of CONTINENTAL MILL, INC., the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that i IR, was duly elected, qualified and acting as said officer of the corporation, that Vie, was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. J[_WITNESS WHEREOF i have hereunto set my hand and official seal the daj+ lnd ypr first above written. r .•1�4y' 'i�� (may (Signature of Notary) Chi, I sh A llarr�m�.✓ 1; , • ,:,•�`;: (Print or stamp name of Notary) NOTARY PUBLIC in and fo the State of Washington, residing at a�e My Appointment Expires:"rS of MEMORANDUM OF LEASE PAGE 4 (24267.0302/S8991670.1 66 j4 t 989 ISS 29 PAGE W5 OF W 99,21/1919 to 3s KING GO1RllY, IW vp 13 80 ANY WRITING. TEXT, INITIALS. REVISIONS OR NOTARY SEAL APPEARING OUTSIDE THESE MARGINS MAY DISQUALIFY THIS DOCUMENT FOR RECORDING EXHIBIT A Legal Description of Property PARCEL E -TAX LOT 18 THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER WHICH ADJOINS AND LIES BETWEEN THE SOUTHERLY EXTENSIONS OF THE SOUTHWESTERLY AND EASTERLY LINES OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. 85-19-SS. RECORDED UNDER KING COUNTY RECORDING NO.9505090619, AND LIES NORTHERLY OF SAID RIVER; TOGETHER WrMTHAT PORTION OF GOVERNMENT LOT 2 IN SECTION 35. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M, AND OF THE ABANDONED BED OF THE GREEN RIVER. WHICH ADJOINS. LYING SOUTHERLY OF SOUTH 180rg STREET, WESTERLY OF THE GREEN RIVER AND EASTERLY OF LOT 4 OF CITY OF TUK WILA BOUNDARY LINE ADJUSTMENT NO. 93.0095, RECORDED UNDER KING COUNTY RECORDING NO. 9311301961; .WD TOGETHER W17NTHAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M. DESCRIBED AS FOLLOWS: COMMENCING AT TF.E NORTHWEST CORNER OF SAID GOVERNMENT LOT 5; THENCE SOUTH02' 24' 12" WEST ALONG THE WEST LINE OF SAID GOVERNMENT LOT 5.561.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 66. 31' 28" WEST 533.21 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 91' 32' 50" AND ARC DISTANCE OF 79.89 FEET TO A POINT ON ANNA MESS COUNTY ROAD (5714 AVENUE SOL N; THENCE SOUTH 25' 01' 19" WEST ALONG SAID MARGIN OF THE ROAD 113.36 FEET; THENCE SOUTH 65' 47' 42" EAST 269.94 FEET; THENCE SOUTH 62' 54' 45" EAST 52.09 FEET: THENCE SOUTH 66' 29' 11" EAST 152.93 FEET; THENCE SOUTH 23° 28' 33" WEST 529.54 FEET TO A.POINT ON THE NORTH LINE OF A FLOOD CONTROL EASEMENT AND RIGHT-OF-WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015; THENCE EASTERLY ALONG SAID EASEMENT AND RIGHT-OF-WAY LINE THE FOLLOWING COURSES AND DISTANCES, ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 10° 47' 54" EAST HAVING A RADIUS OF 420.00 FEET THROUGH A CENTRAL ANGLE OF 15° 15' 11" AN ARC DISTANCE OF 111.91 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1600.00 FEET THROUGH A CENTRAL ANGLE OF 10' 03' 54" AN ARC DISTANCE OF 281.07 FEET: THENCE SOUTH 691 04'40" EAST 113.72 FEET, THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 215.00 FEET THROUGH A CENTRAL ANGLE OF 290 11' 58" AN ARC DISTANCE OF 109.57 FEET: THENCE SOUTH 42' 23' 4Y' EAST 387.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 242.00 FEET THROUGH A CENTRAL ANGLE OF 3r 06' "'AND ARC DISTANCE OF 156.75 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 217.00 FEET THROUGH A CENTRAL ANGLE OF 33, 4V 42" AN ARC DISTANCE OF 133.76 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADI US OF 360,00 FEET THROUGH A CENTRAL ANGLE OF 07' 31' 39" AN ARC DISTANCE OF 49.39 FEET; THENCE ALONG A CURVE TO THE LE'.FT HAVING A RADIUS OF 607.50 FEET THROUGH A CENT TAL ANGLE OF 34' 11' 03" AN ARC DISTANCE OF 362.45 FEET. THENCE NORTH 140 01' 12" EAST 108.87 FEET; THENCE LEAVING SAID EASEMENT AND RIGHT-OF- WAY LINE NORTH 66' 31' 39" WEST 262.13 FEET; THENCE NORTH 29' 14' 18" EAST 15.38 FEET: THENCE N 66' 31' 28" WEST 987.50 FEET TO THE TRUE POINT OF BEGINNING; AND TOGETHER WITH THAT PORTION OF SAID GOVERNMENT LOT 5 OF THE ABANDONED BED OF THE GREEN RIVER WHICH ADJOINS EASTERLY OF LOT 4 OF THE CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO.93.0095 AND SOUTHERLY OF THE EASTERLY EXTENSION OF SAID LOT 4. MEMORANDUM OF LEASE PA0E5 (24267-OWZ,38991670.19611 m IRARSMT ION 71 LE 13 " 19990921000429 PAGE SM OF N6 KING CCn18U35 W RECEIVED r)qeWtEt 0 MAY 3 0 2012. 14450 N.E. 29th PI., #200 EVELOP E Bellevue, WA 98007 591 DEVELOPMENT Phone: 425-646-8591 888-267-2303 W W W, C W T IT LE. NET Fax: 425-646-8593 April 25, 2012 Segale Properties LLC Mark 5811 Segale Pk Dr "C" Tukwila, WA 98168 Reference No.(s): Order No.: 40093146-T35 Property Address: 18200 Andover Park W, Tukwila, Washington Buyer/Borrowers: Segale Properties In connection with the above referenced Order, enclosed please find the following documentation: • Subdivision Guarantee TITLE RESOURCES GUARANTY COMPANY Order No.: 40093146 Subdivision Guarantee Face Page Liability: $250.00 Charge: $ 250.00 Tax: $ 23.75 Total: $ 273.75 Guarantee No.: 40093146-1-E Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. Title Resources Guaranty Company a corporation here in called the Company Guarantees the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Date: April 19, 2012 at 8:00 a.m. a�,ser,,e,�r Title Resources Guaranty Company •� n0c l�//r, a:LK — Executive Vice President ----""'r Secretary/ TRGC Form No.: 2647 Subdivision Guarantee 0 14450 N.E. 29th PI., #200 w t tt, Bellevue, 98007 Phone: 425-6-646-8591 591 VVV 888-267-2303 W W W. C WTI T L E. NET Fax: 425-646-8593 Guarantee Conditions and Stipulations (09-12-08) SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) 'mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 6. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or TRGC Form No.: 2647 Subdivision Guarantee said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise TRGC Form No.: 2647 Subdivision Guarantee or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 8111 LBJ Freeway, Ste. 1200, Dallas, TX 75251, or trgcclaims@trgc.com. TRGC Form No.: 2647 Subdivision Guarantee O 14450 N.E. 29th PI., #200 Z1�4 e , tt e Bellevue, WA 98007 Phone: 425-646-8591 5911 888-267-2303 W W W. C W T IT I.E. NET Fax: 425-646-8593 TITLE RESOURCES GUARANTY COMPANY Order No.: 40093146 Name of Assured: Segale Properties LLC Date of Guarantee: April 19, 2012 at 8:00 a.m. Subdivision Guarantee Issued By Title Resources Guaranty Company Schedule A Liability: Charge: Tax: Total: The assurances referred to on the face page hereof are: $250.00 $ 250.00 $ 23.75 $ 273.75 Guarantee No.: 40093146-1-E a. That, according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Segale Properties LLC, a Washington Limited Liability Company, formerly known as La Pianta Limited Partnership, a Washington Limited Partnership C. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. Exceptions: (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING, BUT NOT LIMITED TO, EASEMENTS OR EQUITABLE SERVITUDES; OR, (D) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B), (C) OR (D) ARE SHOWN BY THE PUBLIC RECORDS. TRGC Form No.: 2647 Subdivision Guarantee Page 1 File No.: 40093146-800-T36 Guarantee No.: 40093146-1-E SCHEDULE A (Continued) 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 3523049121 YEAR BILLED PAID BALANCE 2012 $111,259.71 $0.00 $111,259.71 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $111,259.71. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 2360 $ 2,183,200.00 $ 6,275,600.00 3. LIABILITY FOR SUPPLEMENTAL TAXES FOR IMPROVEMENTS WHICH HAVE RECENTLY BEEN CONSTRUCTED ON THE LAND. LAND IMPROVEMENTS ARE NOT PRESENTLY ASSESSED, BUT MAY APPEAR ON FUTURE ROLLS. • 4. �( NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE -DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: RAINIER VISTA SEWER DISTRICT RECORDED: JUNE 19, 1985 RECORDING NO.: 8506190902 m-5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: (60100 $'Vt GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JUNE 27, 1940 RECORDING NO.: 3108499 6..'� EASEMENT AND THE TERMS AND CONDITIONS THEREOF: T. �_� �f�1�y►1 GRANTEE: PURPOSE: 'CioPs'� r AREA AFFECTED: AT RECORDED: RECORDING NO. KING COUNTY RIP -RAP BANK PROTECTION A PORTION OF SAID PREMISES NOVEMBER 10, 1960 5222051 -y 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY IF 1 PURPOSE: BANK PROTECTION AND/OR OTHER FLOOD CONTROL WORKS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 11, 1966 RECORDING NO.: 6027013 NOTE: RIVER PROTECTION EASEMENT ASSIGNMENT AS TENANTS IN COMMON, RECORDED UNDER ��y��, n RECORDING NO. 9108210298. 1IL6" V r � r n� q ue, N TRGC Form No.: 2647 Subdivision Guarantee Page 2 File No.: 40093146-800-T35 Guarantee No.: 40093146.1-E SCHEDULE A (Continued) 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: BANK PROTECTION AND/OR OTHER FLOOD CONTROL WORKS AREA AFFECTED: A PORTION OF SAID PREMISES { RECORDED: M 1966 RECORDING NO.: 6027015 '`" NOTE: RIVER PROTECTION EASEMENT ASSIGNMENT AS TENANTS IN COMMON, RECORDED UNDER RECORDING NO. 9108210298. 4i 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: `� GRANTEE: STATE OF WASHINGTON pr4o-'� 40 PURPOSE: DRAINAGE SYSTEM h AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 13, 1967 RECORDING NO.: 6233535 10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: t A GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: for THE CITY OF TUKWILA UTILITIES A PORTION OF SAID PREMISES SEPTEMBER 12, 1968 6405583 ,:), 11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: ` Pv(or,6� GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: WATER DISTRICT NO. 75 WATER PIPELINES A PORTION OF SAID PREMISES DECEMBER 20, 1974 7412200369 NOTE:. NO EXHIBIT "A" WAS RECORDED WITH SAID INSTRUMENT. / 0► 12. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY & Ok NAVIGATION COMPANY, AN OREGON CORPORATION, AND ITS LESSEE UNION i PACIFIC RAILROAD COMPANY, A UTAH CORPORATION PURPOSE: RAILROAD RIGHT-OF-WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JANUARY 27, 1975 RECORDING NO.: 7501270395 %X 13. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY, A WISCONSIN CORPORATION, AND ITS LESSEE UNION PACIFIC RAILROAD COMPANY, A UTAH CORPORATION PURPOSE: RAILROAD RIGHT-OF-WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 8, 1977 RECORDING NO.: 7707080078 TRGC Form No.: 2647 Subdivision Guarantee Page 3 File No.: 40093146-800-T36 SCHEDULE A (Continued) V 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WATER DISTRICT NO. 75 PURPOSE: WATER PIPELINE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MARCH 2, 1978 RECORDING NO.: 7803020870 $' 15. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: ,.'INN ?GRANTEE: WATER DISTRICT NO. 75 PURPOSE: WATER PIPELINE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 17, 1979 s , RECORDING NO.: 7904171207 Y v'1 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: t_ COMMON ACCESS"'- AREA AFFECTED: 'A` 1ORTION" OF SAID PREMISES �RECORDING NO. 8001140093 -X 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: t t AREA AFFECTED: 10° '10A RECORDED: y RECORDING NO. Guarantee No.: 40093146.1-E PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION ELECTRIC TRANSMISSION LINES A PORTION OF SAID PREMISES MAY 27, 1983 8305270544 —Z 18. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: WATER DISTRICT NO. 75 t URPOSE: WATER PIPELINES 'A REA AFFECTED: A PORTION OF SAID PREMISES JANUARY 28, 1987 ECORDED: ECORDING NO.: 8701280430 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: SEPTEMBER 11, 1990 RECORDING NO.: 9009110868 REGARDING: AGREEMENT TO GRANT PERMANENT RIGHT OF ENTRY nA +20. = AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: }�yd� RECORDED: MARCH 1, 1994 RECORDING NO.: 9403011033 t ,. Y ,N, Ifi REGARDING: j< 21. AGREEMENT AND THE LANDSCAPE EASEMENT AND MAINTENANCE THEREOF TERMS AND CONDITIONS THEREOF: {_I RECORDED: RECORDING NO.: �11'N REGARDING: MARCH 1, 1994 9403011034 LANDSCAPE EASEMENT AND MAINTENANCE THEREOF TRGC Form No.: 2647 Subdivision Guarantee Page 4 File No.: 40093146-800-T36 Guarantee No.: 40093146-1-E SCHEDULE A (Continued) `J( 22. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: RIGHT OF ENTRY FOR INSPECTION, MAINTENANCE AND REPAIR OF FLOOD 'At W 1A CONTROL LEVEE AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9404060591 23. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF 5 1u • ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8505090619. t THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 24. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 8609081152. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL \i PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 25. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: f, r RECORDED: AUGUST 27, 1974 r N � REGARDING:NO CONDITIONS UNDER WHICH DISTRICT WILL PROVIDE WATER SERVICE .Y 26. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9311301961, u' THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL fay PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 27. DECLARATION OF EASEMENT AND RESTRICTIONS AND THE TERMS AND CONDITIONS THEREOF: tdt�cY PURPOSE: SET -BACKS FROM ALL BUILDINGS, STREETS AND OTHER IMPROVEMENTS AREA AFFECTED: A PORTION OF SAID PREMISES �i It RECORDED: ]UNE 7, 1999 F (•a tF f 11p�'` RECORDING NO.: 9906072075 ` JIvb ;u a %ALL COVE ANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF t; ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 9906099010. I THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL d PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. TRGC Form No.: 2647 Subdivision Guarantee Page 5 File No.: 40093146-800-T35 SCHEDULE A (Continued) 29. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: h1A�'I� GRANTEE: HIGHLINE WATER DISTRICT m� PURPOSE: AREA AFFECTED: WATER PIPELINE AND APPURTENANCES A PORTION OF SAID PREMISES RECORDED: MARCH 17, 2000 RECORDING NO.: 20000317001878 Guarantee No.: 40093146-1-E SAID EASEMENT CONTAINS AN ERRONEOUS LEGAL DESCRIPTION IN THAT IT REFERENCES SECTION 35, TOWNSHIP 24 NORTH, RANGE 5 EAST, WHEN IT SHOULD REFERENCE SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST. 30. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20021007900001. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. -)�" 31. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF TUKWILA AND THE KING COUNTY FLOOD CONTROL ZONE DISTRICT PURPOSE: FLOOD PROTECTION AND ACCESS ROAD AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEM13.ER..17, 2011 RECORDING NO.: (�20111117000949 SAID EASEMENT IS A RE-RECORD OF THE EASEMENT RECORDED ON JUNE 4, 2008, UNDER RECORDING NO. 20080604000332. 32. ORDINANCE NO. 2233 OF THE CITY OF TUKWILA AND THE TERMS AND CONDITIONS THEREOF: .X RECORDED: RECORDING NO.: REGARDING: JUNE 17, 2009 20090617000114 DEVELOPMENT AGREEMENT 33. POSSESSION AND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: 34. 35 RECORDED: JULY 26, 2010 RECORDING NO.: 20100726001102 RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: AUGUST 19, 2011 RECORDING NO.: 20110819000333 REGARDING: RIGHT TO ENTER OF HIGHLINE WATER DISTRICT TO READ AND MAINTAIN THE BY-PASS WATER METER AND TOUCH READ PIT LID ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20120125900002. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. TRGC Form No.: 2647 Subdivision Guarantee Page 6 File No.: 40093146-800-T35 Guarantee No.: 40093146-1-E SCHEDULE A (Continued) 36. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF GREEN (WHITE) RIVER. 37. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION AND FISHERIES. 38. ANY RESTRICTIONS ON THE USE OF THE LAND RESULTING FROM THE RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW, OR HAS BEEN, COVERED BY WATER. 39. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 40. MEMORANDUM OF LEASE: LESSOR: LA PIANTA LIMITED PARTNERSHIP LESSEE: CONTINENTAL MILLS, INC. FOR A TERM OF: 10 YEARS WITH OPTION TO EXTEND FOR 2 TERMS OF AN ADDITIONAL 5 YEARS EACH DATED: AUGUST 26, 1999 RECORDED: SEPTEMBER 21, 1999 RECORDING NO.: 19990921000429 NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS GUARANTEE, IT APPEARS THAT THERE IS LOCATED ON THE LAND: COMMERCIAL/INDUSTRIAL STRUCTURE(S) KNOWN AS: 18200 ANDOVER PARK W TUKWILA, WA 98188 NOTE 2: THE FOLLOWING WILL BE AN ACCEPTABLE ABBREVIATED LEGAL DESCRIPTION FOR THE RECORDING COVER PAGE ONLY, IN COMPLIANCE WITH THE RECORDING STATUTE: PCL A OF TUKWILA BLA NO. L11-030, REC. NO. 20120125900002 GM1 Enclosures: Sketch / MAP All recorded exceptions TRGC Form No.: 2647 Subdivision Guarantee Page 7 TITLE RESOURCES GUARANTY COMPANY File No.: 40093146-800-T35 Subdivision Guarantee Issued By Title Resources Guaranty Company EXHIBIT A LEGAL DESCRIPTION Guarantee No.: 40093146-1-E THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: PARCEL "A" OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L11-030, AS RECORDED UNDER RECORDING NO.20120125900002, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TRGC Form No.: 2647 Subdivision Guarantee Page 1 RECOVED rjlls DAY 22"06/ N0902 E 3 . AI RNIER'VIsn arum DISTRICTROiF 7.00: Jule 19 3 ss PM'8S ••••�.00 KING COUNTY. ULSNINGTON 35 BY THE D1V.51ON Of. RECOMS !. ' ;1Whs . RESOLUTION x0.1,3R K146 C: J4 i Y . A RESOLUTIONthe Board of Sower Commissioners .Of of Rainisr.Vists sewer District relating to charges and permit fees and to the Administrative Code and Operations -Resolution No. 115 of the District; amending Sections 6.01. 6.02. 6.03 and 6.04 thereof; i permit fees to reflect the costs of providing the serviees of the District for.which those charges and permit fens are.. ! Imposed; NOW. THERUORE. RE IT RESOLVED BY THE BOARD OF SEWER CONNISSIONERS Of RAINIZR VISTA SEWER DISTRICT. RING COUNTY. WASHINGTON, as follows: Section 1. Section 6.01 of Resolution No. 11S is amended to read as follows: Section 6.01 Permit lees. At the time vhea a' building sever permit In applied for. or prior to the issuance . of a 'letter of availability' of ttio District on the subject ! property to the building department of the county or applicable city. if any. whichever event shall occur first. the applicant Shall pay to the District a permit fee as set forth below. and stub. trunkage and connection charges. if. any. required by Sections 6.02. 6.03 and 6.04. respectively. I'n the event the permit is not -Issued. the District shall retain $10.00 minimum', or 15% of the total amount up to a maximum of $50.00. and refund the balance of the permit tee. stub charge. trunkage charge,and .�.� MAY 3 0 20121 QQMMUN4TY • • .... :. ,.. .>. ...: .. follows For Hach residential unit in a structure two such units N 5.00 containing no more than ?or each residential unit in a structure $45.00 with sore than two such units !or each commercial unit i45.00 - for each industrial unit i80.00 lot each modification or addition to an existing building sower where work 1s $20.00 entirely done on private property. V pays* at of the permit fee shall entitle the applicant to processing of the application and inspection of the work dons pursuant to the permit. if any. Section 2. Section 6.02 of Resolution No. 115 is amended Section 3. Section 6.03 of Resolution No. 115 is amended to read as follows: Section 0 nkage Chargls 0uts d* UL Ds.. For ' each separate building unit connected by a building sower to :be public sewers of the District, whet*.• main 11n* Ss available. and located outside of all utility local improvement districts. whether or not located within the District. there shall be. in. addition to the permit fee and to addition to the connection' cbaig*. if any. isposad by Section 6.04. a trunkage charge as follows: _ Single residence $1.000.00 61,000.00 Dup]ex Multiple Dwelling 81:000.00 Commercial $1,000.00 Industrial $1.000.00 2 ' the psopesty cwuss must boas all costs of the connection.of the section 6.05 Contracts In Llan of Assesssent. Iu Utility Local Improvement Districts Noa. 10. 11 and la, stubs wre provided to the property lines of a few properties which era immediately adjacent to the boundati*s.of those utility local improvement districts and which can be served by the i Improvements constructed by those utility local improvement districts. Before the property owner may connect to the *tube . _ 3 _ — provided as a part of the improvements for any of those utility local improvement districts, the property w..oer must execute a - contract in lien of .assessment with the District`.`:_ The amougt to .. be paid under the contract in lieu of assessment. payable in full before connection to the stub, vill b* calculatedunder thy. same formula used to determine the assessment amounts in the • utility local improvement district to vbich the property is adjacent. N Section 6. The permit fees collected under Section 1 of O this resolution @ball be paid into the District's Maintenance ' Fund. The stub. trunkage and connection charges collected under U3Sections 2. 3 and 4. tosp*ctively. of this resolution sball be deposited into the Construction Fund of the District. *stab- ltsb*d pursuant to District Resolution No. 18. adopted on April � 31. 1958. and:cudit*d to the Contributions in lid of.Coastruc- �; , ties Account. vblcb is established and created. Section 7. This resolution $ball take effect as of /.I- . 1985. Section 8. Resolution No. 261 is repealed is its entirety. ADOPTED at a regular open public meeting of the Board of j *Lam X ! 'Intl no XXQ WJPP6 NNW Is 1.vw so 4 of THIS IMoIt msiL hefolaaMr WW tla GraaWA_ parts of the Seat part. PUGET SOUND POWER ER A LIGHT COMPANY, a Mpaach y got. paratan, her@lso"M a$Nad the Gross, Pasty of tla ..send paK ■ua - ----=--� part, WITNEIIETH: rdh�orn*by That the Gana, f for and In aneldentldn of the Gum of—pelta.g— Dollars IS /�I and ather valuable GonNdoratlont, reeelpt of which 40nowtedped, haroby G."417 - ehd gnat_,.-. to the Gant o, "a su0esaeen and assigns, the right, privilege and authority to tonstruet, orate, afar, Improve, repair, opsrats and maintain as alectrig tranereleal@n and distribution line. consisting of a +sue /r Ilno of gobs, with noeeesary (rater,. Buys and anther@, and to pfan'opon or suspend from such poles transmission, distribution and signal wins, Insulators, or*",,. , lnMf.rmer@ and ether necessary of conven!gnt appertenacea. aereea6 ever and upon the following described land@ sent pnntdas. . situated In �th�ee County of_ _ ._ __ -__ l•_'iiQ .. state of Washington. to —It. �sY 7* .rSawPst '7sfr /i�oY-7�i�sf ems 2 serr)�i017 3S" '7., i.,w Al >j hrcy74 nfe 4 The center line of said transmission and dlttrlbullon line to be located as follows: s,n 9?0 4ft noe one Nis ryrst re�arr o� So;t� .5 y o� NE thrn.ce `cv7{ a %8 r v'�rsf �o t!►P `esfan� y��Fs7` lF17 Ion ee F-1 r,-1 71, Wll,'P Xc-;r�r Together with the right at all times to the Grantee. Its successors and assigns, of Ingress to and egress from said lands across sl }scent lands of the Grantee.._ for the purpose of constructing, reconstructing, repalring, renewing, altering, changing, patrolling and operating said line, and the right at any time to renley, said poles, wires and appurtenances from said lands. Also the right to the Grantee, Its ■uceesson'and assigns, at all times to cut all brush and timber, and trim all trots standing er growing upon said land. which, in the opinion of the Grantee, constitute a menace or danger to said lint. The rights. title, privileges and authority hereby granted shall continue and be In force until such time a the Grantee. It..uc- wasen or assigns, shall permanently remove sa!d peps, wins and appurtenances from said land., or shell otherwise permanently abandon said tine, at which time all such rights, title, prlviltgto and Authority hereby granted shall terminate. A^T ., ..esarat► IN WITNESS WHEREOF, this Instrument has been executed the daffy end year tint above written. RFCEiV D 1.4AY 3 0 2011 zI CUMMUNiTY DEVELOPMENT per@enalb �/! Ms falls IS +i STATE Of.' COUNTY OF On this_ to m. known Secretary. of froutiTv ,/ me ° • MatnP Immobile, dohereby artily that ae tbf i (letG� Ag/� a/1W' /less Ate offs. M to the indlvldwi '� /•earthed In and ohs executed the wttAln Inetwmen4 and esknewled0Ad the pea and voluntary act and deed, far the Mass and u 4n ry Purposes therein menl(oned. .. and *insist mat the der end year In this certificate above wrHMn, and � t I, IepNq �di .,'U6li�}rrrtTTo -� ,_ r brace•. &5 A �^ .Sr,M�1: `t history hits M .6 for she elate of WnnIMW% tpaadees . yt/ if ��iier .J i nsh".6 M_._77/ �/ _------ (FOR CORPORATE ACKNOWLEOOMENT) L � STATE OF. WASk:NOTON, sa COUNTY OF _ On this - day a/_.___�� A. D., it _,., before me b sonall P C Y appeared Is M known to be theresident, and �` to m• h o e Secretary, of the corporation that executed tho within red forepolnp Instrument, and each aeknowle'dped that said instrument to be JJ l tee free and voluntary set end deed of sand eerperftleM. top the uses and purposes therein montloned, and each on oath stated that f thtY wars authorised to execute said Instrument, and that the semi affixed Is the eerperote seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and efnxed my official seal the day and year above written. HAvy ►Nne en eM M Ur •tale of wnhineten, n s 0 n s G O r =o s -,a V ow y. H i 0- n o . O 10 ga A!na30--_....._..._._ g Q LCiIGnV HI}1117iM lr10 � t o v �1 b m ,IIIM ;a St► 6 PV LZ NMZ . ;: It le, 0 1 0 a' r' m z Z x r ex^ 'o 30!9V I I I o. ;c !0 • _ ................... I + I .7 z! el* ° euc• � f � �' ' `ZC M1 lac. , `f. ?'nrf nor iegain t,017 Airport i`ay Green i(lvnr File 2 A. e-S RIVFR FRoi'ECTION %A3UH_1'N°r Mario 3"gnle Party • , of iiie sF pni i;--ic o`. os ere y, n cons aerat on oorio c n"I ari in Fend Le) paid, the receipt whereof is hereby acknowledgod, GRANT to the C,.unty of King, a Municipal Corp -ration of the State of Washington, party of the second part, the right to% construct and maintain a rip -rap bank protection and remove debris along the Left bank of Green River River, on the fnliowing described property: Tax Lot 55 Gov Lot 2, the 5.W.41 of the N.E. and portion of the S.E.y of the N.W.1, lying E;a3 C.r.y a+ n:.ni'.^•a „a. ..W., e4 MPe^p..nn...g pvo r-. .;. - East u Northwest corner of the S-11-'othe N.E.?, thence S. 1° 051 14" W-, 401.77 ft. w thence S. In :. , E T.: IF., enc a S. 7U 4e8, . , \ thence S. 58* 201 50" W. to Easterly margin of road, thence northerly along roan to Norto 11ne ol o e N,W.4y :'yen East uo 5eginning, less oeginninF. on easterly margin of Road 721.86 ft.$outherly of north line of Subdivision, hence continuing soup Pry L51 It., rnence 3. . ., e a ,d. 16°2`3150" E. 151.08 ft., thence 2ti. 71° !}3► 40" tr., 199.53 rt. to beginning, less .,oun•,y Roacl in Sec. -5, _.- n. so any reasonnble access necessary for River Improvement wnr . IN 14ITNESS WHEREOF the parties hereunto have subscribod their names and set their hands and seals on this - day of C L :•i!' . . s Af elf STATE OF WASHINGTON)ss COUNTY OF KING -/b This is ti certify that on this 2 t - " day of P .I- 19 u before mc, the undersigned, a Notary Puublic` niand for the a •0 03`--'•-"" Washingtnn, duly commissionazi and sworn, personally came to me known to to tEe n v ua - w o executed e w n ns r en , an acknowledged to no that - bo- signod and sealed the same as free and voluntary act and dood for the uses and purposes thorn men 'ono . WITNESS my hand and seal the day and yc.ar-ig this certificate first above mentioned. ary u o na or the Stat740o`' 3q?hingtan, . ^si3L.o CL : MM / - ;rt MAY 3 0 20121 NOV 101960 CUMMUNITY '— _ OEYFLGENNE 7° Louie Segale Green River I 18036 57tb Ave. S. RIVER riiO:cCi'ION EASE.ILNT Proj, 705-127-65 Kent, Wash. R/W 2 g # 260 THIS INDENTURE, made this 22xd day of Apra 196b between 3e e Grantor, an ng oun y, a legal subdivinion of the State of Washington,� Grantee: WITNESSETH, that first party, in consideration of $1.00 receipt of which is acknowledged, and the benefits which will accrue to the land of Grantor by the exercise of the rights herein granted, do hereby remiss, release and forever grant unto the Grantee, its successors and �^ assigns, an easement and right-cf-way for the purposes hereinafter stated w along the Left bank of Green River, within a strip of land feet in width that is parallel o and landward of the top of the river bank as constructed or reconstructed on the following describ- ed property. T.L. 18 All of Gov Lot 5 in Section 35, Twp. 23 N.R. 4 E.W.M. T.L. 36 Portion of Gov Lot 6 lying East of County Road, leas portion Southwesterly of line beginning on the Easterly margin of said Road 313.17 ft. north of the south line of Lot 6, thence S. 67*361 East to White River. Said 30 foot Easement and right of way shall be confined and restricted to the alignment of the top of the bank, as shown on Drawing Numbered B-68-1, B-68-2, and B-68-3, on file at the King County Flood Control Office Said easement and right-of-way are for the following purposes: The right to enter upon the above described land to construct, reconstruct, maintain and repair a bank protection and/or other flood control works, Including all appurtenances thereto, together with right to trim, cut, fell and remove all such trees, brush and other natural growth and obstruct- ions as are necessary to provide adequate clearance and to eliminate inter- ference with, or hazards to the structures. The consideration above mentioned, is accepted as full compensation to the exercise of the rights above granted. To have and to hold, all and singular, the said easement and right-of-way, together with appurtenances, unto Grantee, its successors and �}c assigns. IN WITNESS WHEREOF the Grantor hereunto set -his hand, the day and year above written. — is ' ran or Grantor STATE OF WASHINGTON ;ss COUNTY OF KING On this day appeared before me Louis Segale to me known .,� e the individual describedn and who executed the foregoing instrument, and acknow eMSed to me that he signed the same as - his free and voluntary act ana36ed, for the uses and purposes t ere n mentioned.. j Given under my hand and official seal this 22ad day of Ap� �1966 2totar7 Public in and for the State o7' e�'fesT ng oi— n-� ; reei. n i R„ ,.f7i1r0m/4 M71t Y MAY 30 20121 1,4 O VELOPNI T K:Lb,:.j Ilii. DAr File No. 6-1991-006 11'91 xx RIVER PROTECTION EASEMENT ASSIGNMENT AS TENANTS IN COMMON WHEREAS, King County, a legal subdivision of the State of Washington was granted River Protection Easements by MARIO A. SEGALE and LOUIS SEGALE in documents duly recorded and identified under King County recording No. 6027016 recorded May 11,1966 and recording No. 6027013 recorded May 11, 1966 for the area described in Exhibits A and B, for the following rights and purposes: "to enter upon the above described land to construct, reconstruct, maintain and repair a bank protection and/or other flood control works, including all appurtenances thereto, together with right to trim, cut, fell and remove all such trees, brush and other natural growth and obstructions as are necessary to provide adequate clearance and to eliminate interference with, or hazards to the structures." and, WHEREAS, to promote and advance the purpose of the River Protection Easements described above, Icing County has determined that all the rights and responsibilities granted to King County in the River Protection Easements should be held by King County, the City of Tukwila, Washington and the Green River Flood Control 'lone District as tenants in common; THEREFORE, to benefit the purpose of the easements and for valuable consideration, King County does hereby assign, us tenants in common with itself, to t}le City of Tukwila, Washington and the Green River Flood Control Zone District, all Lhe rights and responsibilities granted to l(ifig County in the above identified River Protection Easements and as describe([ in Exhibits A and 11. No party shall take any action on Lhe described easements that would injuriously affect or render the easements appreciably less convenient and useful to any one of the other tenants in common. Dated this — t clay of ,1991 Filed For Rdeccclord At The Request Of qA&JE USSANCH For 91i08i21 14029e King County Real Property Division KING COUNTY EXECUTIVE RECD F . 00 (Title) CASHSL 00 STATE OF WASIIINGTON ) EXCISE TAX NOT REQUIRED ) ss "Co. Records Divislw County of King /1 ) By Dtlpuly On this a?6 la of 19 ~ y ,personally appeared before me A o me known to be the individual that exec u ec a wlihmoregomg instrument on behalf of King County, and acknowledged said instrument to be the free and voluntary act of Ding County for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the official seal of King County. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. I NO BLIC i or the State of i Residing at My commission expires1., NnTr6! IF THE nnchMFNT rN THIS FRAME IS LESS CLEAR ThAN THIS NOTICE --.. GXI11111T A. Green River Levee City of Tukwila Project No. 86-DR21 Legal Description for Proposed Levee Easement Segale Property along River from South 180th Street to GACO Western Tract Title No. 136362 Xx That portion of the following described Tract "X" lying within the 30.0 foot easement granted to King County by instruments recorded under Recording Numbers 6027013 and 6027015. Trac "X" All of Government Lot 5 in Section 35, Township 21 North, Range 4 East. W.M., in King County, Washington; EXCEPT that portion of said Government Lot described as follows: Beginning at the northwest corner of said Government Lot; Thence S87°56'03"E along the north line thereof, 112.46 feet; Thence S17°28'13"W, 432.63 feet to the west line of said Government Lot; Thence NO2°24' 12"E along said west line. 417.09 feet to the point of beginning; TOGEMIER WITH that portion of Government Lot 6 in said Section described as follows: Beginning at a point on the cast tine of said Government Lot, 417.09 feet south of the northeast corner thereof; Thence S 17°28' 13"W, 134.55 feet; Thence S66°31'27"E. 37.48 feet to the said east line; ! Thence NO2°24'12"E along said east line 143.40 feet to the point of beginning; AND EXCEPT that portion thereof lying within the following described property: Commencing at a monument at the northeast corner of the southwest quarter of the northeast quarter of said Section; Thence S07°44'56"W, 956.67 feet to a point of curve; Thence along a curve to the right having a radius of 2,500 feet through a central angle of 05°22'20", an arc distance of 234.41 feet; Thence N76°52'44"W 30.00 feet to the True Point of Beginning; NOTICE: IF THE DOCUMENT IN TH1S FRAME IS LESS CLEAR THIS NOTICE 11r. (&Whit A. cont.) Thence N69°15'04"W 55.31 feet; Thence N30°55'15"W 52.59 feet; Thence N82°15'05"W 187.64 feet; Thence S07°44'56"W 48.23 feet to a point of curve; Thence along a curve to the right having a radius of 477.465 feet, through a central angle of 13°00'00" an arc distance of 108.33 feet; Thence S20°44'56"W 399.00 feet; Thence S69°15'04"E 190.00 feet; Thence S20°44'56"W 12.00 feet; Thence S69°15'04"E 85.77 feet; Thence along a curve to the left, whose center bears N63030'32"W, having a radius of 2,470.00 feet, through a central angle of 13°22'12" an arc distance of 576.38 feet to the True Point of Beginning; EXCEPT that portion described as follows: Beginning at the southwest corner of Government Lot 2 in said section; Thence S87°56'03"E along the line common to Government Lots 2 and 5, 177.19 feet; Thence S09°03'25"W, 148.27 feet; Thence S06°44'45"W, 82.23 feet; Thence N66°54'09"W, 338.39 feet; OThence northerly along a curve to the left, the center of which bears N71°16'17"W, having W4 a radius of 2,530 feet through a central angle of 02131'46", an arc distance of 111.70 feet N to the said line between the government lots; GO 0 Thence S87°56'03"E along said common line, 133.76 feet to die point of beginning; V4 AND all that portion of Government Lot 2 of said Section, lying south of South 180th Street, and easterly of the following described line: Commencing at the northwest comer of said Government Lot 2; Thence S87°50'09"E along the north line thereof, 309.0 feet; Thence along a curve to the left having a radius of 300 feet, through a central angle of 229012", an arc distance of 117.81 feet; Thence S20°20'21' E, 36.0 feet to the south margin of said South 180th Street, and the point of beginning of the line; Thence S36°31'53"W, 335.86 feet; Thence along a curve to the left, having a radios of 430 feet, through a central angle of 14°28'22", an arc distance of 108.63 feet; Thence S22°03'26"W, 34.28 feet; Thence along a curve to the left, having n rndius of 800 feet, through a central angle of 18'44'11", an arc distance of 261.61 feet; NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE xx r) 0 EXHIBITI). rI STEWART TITLE COMPANY of Washington, Inc. ORDERNO. 1 56%Z� IMPORTANT: This is not a Plat of survey. It Is furnished as a convenience 10 locale the land Indicated hereon with reference to streets and Other land. No liability is assumed by reason of teliance hereon. Pill pox_T-n,r\ ot 8ouzknmznfr— Ujr— -% --)B' "l NOTICE-.` IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR' TMN THIS NOTICE PON EXHIBIT B. 11—f STEWART TITLE COMPANY J of Washington, Inc. ORDER NO. f 3t.13SrfZ IMPORTANT: This Is not a Plat of Survey. It Is fulnlshed as a cv- enienco to locate the land indicated hsteon with reference to streets and other land. No Ilabllity Is assumed by reason of lellance hereon. I.r 1 .may, tea.. C '•' y�.0619 `� -• sp 6}19.55 a �l VJ \ •I•] , cl Tq i. �•DO I ,i,.r. i� .�� � Pam•+,, C4 \ �%.- �� Par:-.nm,ob 1'�arzanmrnc' Lor G 3s- i— NOTId;` IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR TM 4 THIS NOTICE NOUN 1• �c., GXIIIBIT D. .I� k% STEWART TITLE COMPANY _1 of Washington, Inc. 1 ORDER NO. 1 3ln3lo� IMPORTANT: This Is not a Plat of Survoy, It Is luinished as a convenience to locale the land Indicaled hereon wllh reference to sireels and other lend. No liablllly Is assumed by reason of reliance hereon. I, - I. e. 8 r . UI. .r .+ to rnaossa f4� srrrs PoLmrn o t 9OJZentnr• Ed c- a as- 'Z3 - 4 NOTICE; -IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR Tki,N THIS NOTICE MORTH '% ." - (Exhibit A. cont.) Thence S03°19'14"W, 141.75 feet; Thence along a curve to the right, having a radius of 3,500 feet, through a central angle of 03041120", an arc distance of 225.31 feet; Thence S07°00'35"W, 26.08 feet; Thence S09°03'25"W, 579.24 feet; Thence S0644'45"W, 82.23 feet to the terminus of the aforesaid line. AND that portion of Government Lot 6 of said section lying southerly of the north line of the flood control casement defined as follows: Commencing at a point S89001'5(j-E 505.54 feet and nonh 00058'10"E 313.17 feet from 7) the southwest corner of said Government Lot 6; Q1 Thence S66°31'59"E 343.91 feet to the north line of said flood control easement and the True Point of Beginning; O Thence easterly along said north line to the easterly line of said Government Lot 6; NAND that portion of City of Tukwila Short Plat N86-45SS according to Short Plat recorded GO under Recording Number 8609081152 in Government Lot 2 of said section, lying easterly 0 of the easterly line of Lots 2, 3, and 4 of said Short Plat. al End of Tract "X" NOTICE: 'IF THE DOCUMENT IN TH S FRAME IS LESS CLEAR THIS NOTICE F.* L7 0 5: A6A. Segale 0 57th South Kent, Washington GREEN RIVER Proj. 705-127-65 THIS INDENTURE, made this 22ad day of __April R/W 1966 �59 between Mario A. Sa ale Grantor, and King Coun y, s a—g.1 u v a on of the State o ae ng on, Grantee: RIVER PROTECTION EASEMENT WITNESSETH, that first party, in consideration of $1.00 receipt of which is acknowledged, and the benefits which will aoorue o the land of Grantor by the exercise of the rights herein granted, do hereby remise, release and forever grant unto the Grantee, its successors and assigns, an easement and right-of-way for the purposes hereinafter stated along the Left bank of azg� River, within e strip of land-3 ee n width thet-ls patella o an landward of the top of the river bank as constructed or reconstructed on the following describ- ed property. T.L. 55 Gov Lot 2, the S.W.- of the N.E.; and portion of the S.E.f of the N.W.1 lying Easterly of Ann Mass County Road, less beginning at a point 449.50 feet East of the Northwest corner of the S.W.• of the N.E. thence S.10 05014� West, 401.77 ft., thence S. 88°5l0'46" west, 424.89 ft., thence S. 86 5 00 West, 103.76 ft., thence S. 5tl°20150" Weat to Easterly margin of road, thence northerly along road to North line of S.E.J of the N.W.} thence East to beginning, less beginning on easterly margin of Road 724.66 ft. Southerly of North line of Subdivision, thence continuitygg southerlS 151 ft., thence S. 71043'40" East 203.51 ft., thence N. 16°28►50" East 151.08 ft., thence N. 71°43►b.O" West, 199.53 ft. to beginning, less County Road in Section 35, Twp. 23 N.R. 4 E.W.M. Said 30 feet Easement and right of way shall be confined and restricted ° to the alignment of the top of the bank as shown on drawings Numbered B-68-1,- B. 68-2 and B-68-3 on file at the King County Flood Control Office Said easement and right-of-way are for the following purposes: The right to enter upon the above described lend to construct, reconstruct, maintain and repair a bank protection and/or other flood control works, including all appurtenances thereto, together with right to trim, out, fell and remove all such trees, brush and other natural growth and obstruct- ions as are necessary to provide adequate clearance and to eliminate inter- ference with, or hazards to the structures. The consideration above mentioned, is accepted as full compensation to the exercise of the rights above granted. To have and to hold, all and singular, the said easement and right- of-way, together with appurtenances, unto Grantee, its successors and assigns. - IN WITNESS WHEREOF the Grantor hereunto set his hand, the day and year above written. ran or Grantor STATE OF WASHINGTON ;sa COUNTY OF KING On this day appeared before me Mario A. Segale to me known 'o be the individual describeffn and w o execute t e foregoing instrument, and acknow eMged to me that he signed the same as his free and voluntary act an ee , for the uses and purposes t era n mentioned. Given under my hand and official goal this 22ad day of AFn 1966 Notary Fublic in and for the State of ear ng on, res ng 2 �10/64 Kent C'L: mpm AY 1 i 1965- ^ R A 11tA 0 9 E A 31111 N,T III THE MITER OF Primary state Migtrwsy NO-1 (SR' S) 7Jklitir Seth Avs. South - iGA7l) All 1lEN BY:T}frSE PRE3FtTS, that �outh th Street - Draln"is Easement k M•.rio A. aeCS10 of the County of King State of Washington, for and in aobiddertatior of Ir1_ mutual Benefits , do hereby grant and warrant unto the State of Woohinr•ton, L�iha right, privilegc.and coecment to construot and formm*•ri!-t!:n s errlra-- £r LxA;iunine oulyorta ar4 ditaPr_n, out not exclucivo, therato, aver $ot'oss and upon the �follc;rinE QeaLribcd lands, situate in King County, State o Washington, to-viti N ")All that portion of the following descrlbed real "A" Tying Nort�jf�y�of 11 dr�J►� parallel with and 20 feet Southerly when ar�asured at right angler "tb"4t#lr,�'�liEe '�nE of PSN ft. 1, (SR 5) Tukwila. Ave. So. - So. 180th St. Drainage Esscment. Parcel ';A" � �gg Government Lot 2 of Section 35,_?arrnsht_p 23 North, Range 4 East 1f.H., EXCEPT"County Road; t Situate In the County of King State of Washington. • �Z� De front Highways Dap Highways By Chief Right oAgent STATE OF 14ASH GTO ) all. f conurr Or 1i G ) i On this day personally appeared before me Pfmrio A. Sezale i to mo knzrn to be tho individnnl dcac ibed in and who akocuted the within and fore- _ going instrument, and aclmovlcdged that he signed the saga as his free and voluntary act and deed, for the fits in purposes therein mentioned. '6@g tuj9mr a;y hand and official seal tti3 s 7th day of Augttst , 145 7 . i : ' (:, ' fairy four the State of Flash n Sessile I F 35r03 - SEP 131967 - 8 30 0- " elven r t$ ELO T1t15 AC1M:VEN T made this w ' ry 1.9 w: S.", Eby and_ n hr.toc-en the CITY Oi' TUKWILA,. pOrat4lP!i King County, r•. :,nsliington, hereinafter tern iad .70raittii l�s tw ?'ario A. 'Sc alc:7 ' w gy P f nnd. / ^^^-1'ALP PCLA i1�i 'J h1s wire, ,• " r.. �ercinalter tvzntic ' C,rantor , VITNESSET": za« t r„p hi Q Tlt at tiie said Grantor for valuabia considairatiot3loco°xby. t tcse pros .. a 1 cr:ts grant onto t'1+c Grantee, a. perlse,CCitt°4'�©"�9���i'l Cti'',emenC;�OY ' utilities with the necessary appur'terii +" "°i nr; and across tfie r following described property- .situate $ii°ldashirigton, more , particvlarl.y descl:ibed,as £olloas•;Y The iiort•..erly 15 feet of Uae 0 a �bc�l; property Govcrnr.;cnt Lot 2: Sr, 1/L of the ?.n 1/4 and lyin,, Easterly of the Anna Mess C sctibn..35,.._o%ins hip 23 North, Range 4 East,.;WJ%.,' in 1� S'180tIt Street and EYCU portion thereof Anc��aile i 0 p�lotaing described" tract: Tw Bcginnin� at the Northwest aozrc� e.x� 1/4'o� he:bl�'1/4`of'said h.. w, Section 35; thence along the-North�:ine CkeC£SouCh $8°54t46".'East 247.29.=:z;L-'t feet; Section 3�, 7'rn:n:::iip 23 North, kanget .. , - _ . _. �.cc .a.. _ at t1:e Northcant. Corner, C1i elt�l' su ' „ p qn„, C ienCc' liirtii, .� 3EP 121999 ,. RECEIVED MAY 3 0 2012 L-,aV1UNtTY DEVELOPMENT WATER DISTRICT NO. 75, KING COUNTY EASEMENT FOR WATER PIPELINE The Grantor, Mario A. Segale, dealing in his separate property and estate, does hereby grant to WATER DISTRICT NO. 75, KING COUNTY, ,r. WASHINGTON, a municipal corporation, Grantee, its successors and assigns, an easement and right-of-way over, through, under, across, O upon and in the following described property situated in the City of Tukwila, King County, Washington, to -wit: N A 15 foot wide easement shown in cross hatch lying between t Point "A" and Point "B", and between Point "B" and Point C , as depicted on drawing entitled "Segale Business Park Proposed 'Utilities", as prepared by Meriwether Leachman, Surveyors/Engineers (drawing No. 2250-74), attached hereto as Exhibit "A", and by this reference being made a part hereof; All in Section 35, Township 23 North, Range 4 E.W.M. for the construction, operation, maintenance, repair and/or replace- ment of a water pipeline and appurtenances thereto, together with all right of ingress and egress to and from said easement for all purpose;: necessary and related thereto. Relocation of mains, easements and revision of Bills Of Sale per- mitted according to Paragraph 6, page 6, of Agreement, Segale and Water District No. 75, recorded August 27, 1974, under Auditor's File No. 7408270565. Said Agreement with Plan showing location of .streets, mains and easements incorporated herein by reference. DATED this //7 day of December, 1974. Mario A. Segale�de ngin his separate property and estate STATE OF WASHINGTON ) COUNTY OF KING ) ss. } On this 1-/ day of December, 1974, before me, the undersigned Notary Public, personally appeared MARIO A. SEGALE, to me known to be the individual who executed the within and foregoing instrument, and acknowledged that he signed and sealed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVE Pr my hand and official seal the day and year in this c above written. Notary Public in and for the State of Washington, residing at Seattle Lr, 0 SEE DRAWING NO. 2250-74 MERIWLTIWR.-ACM%NIWSEGALE 0 BUSINESS PARK PROPOSED UTILIT;Fa eA.-23-74- ?ATTACHED TO EASEMENT FOR WATER PIPELINE hiTil�g-:1,5-.14- '7 RECEIVED A, 3 0 2012 COMMUNITY DEVELOPMENT 1 "' �: i N Ain: r c. RIGHT-OF-WAY EASEMENT BY..... .�r.x.t�.......... " The grantor, MARIO A. SEGALE, a married man dealing in his separate property and estate, and as a sole proprietorship doing business as SEGALE BUSINESS PARK, for and in consideration of ONE if) DOLLAR ($1.00) and other valuable consideration, receipt of which cn s is hereby acknowledged, conveys and warrants unto CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY, a Wisconsin corporation, N OREGON-WASHINGTON RAILROAD & NAVIGATION COMPANY, an Oregon corpora- tion, and its lessee, UNION PACIFIC RAILROAD COMPANY, a Utah ,U) corporation, hereinafter called "Railroad Companies", an easement for the construction, maintenance and operation of a railroad right- of-way and railroad tracks upon, over and across the following described property, situated in King County, Washington: A 20.0 foot wide strip of land located within that portion of the Ek of Section 35, Township 23 North, Range 4 East, W.M., in Xing Cmmty, :tashington, lying southerly of the southerly line of South 180th Street, having 10.0 feet of such width on either side of the following described centerline: Beginning at a monument at the intersection of the center- line of Andover Park West with the centerline of South 180th Street; thence South 87'50'09" Cast, 309.00 feet to a point of curve; thence along a curve to the left having a radius of 300.00 feet through a central angle of 8'25'33" an arc distance of 44.12 feet; thence along a curve to the right whose center bears North 77'23'28" West, having a radius of 572.96 feet through a central ar:gle of 3'49`21" an arc distance of 38.23 feet to the true point of beginning; thence continuing along a curve to the right having a radius of 572.96 feet through a central angle of 0'25'46", an arc distance of 4.29 feet to a point of compound curve; thence along a 14' curve to the right through a central angle of 58014'17", an arc distance of 415.99 feet; thence South 75 05 56 West, 139.64 feet to a point of curve; thence along a 14' curve to the left through a central angle of 55'41'00", an arc distance of 397.74 feet; thence South 19*24156" Quest, 161.29 feet to a point of cure; thence along a 12 curve to the left through a central angle of 11'40'00", an arc distance of 97.22 feet; thence -South 7044'56" West, 261.95 feet to a point of curve; thence along a 12' curve to the right through a central angle of 13000'00", an arc distance of 108.33 feet; thence South 20 44 56 hest, a distance of 400.00 feet to the terminus of this centerline. i 1v6 The grantor reserves to himself, and his successors in title to the de!;cribed property, the following: (1) The right to install other utilities upon or across such right-of-way, such as water lines, sewer lines and power lines, provided that all such installations shall be made below Ln the surface of the ground and so as not to interfere with the �^ track of said Railroad Companies, or the use of the right-of-way by said Railroad Companies, or their operations thereover, all ,y in strict accordance with the specifications and requirements of said Railroad Cnrrpanies. Provided, however, that in connection therewith, the grantor shall not permit any excavation or trenching to be performed within the limits of the said right-of-way unless such trenching or excavation is adequately shored and cribbed. Further, said shoring aced cribbing stall be constructed and main- tained with such materials, and in such manner, as to withstand all stresses likely to be encountered, including, but not by way of limitation, any stresses resulting from vibration caused by railroad operations at or in the vicinity of such work. (2) The right to construct public or private streets across the right-of-way hereinabove described, at locations acceptable to the Railroad Companies, and in accordance with specifications and requirements of said Railroad Companies. (3) The right to relocate and/or to terminate this easement and right-of-way under and pursuant to the terms of that certain agreement dated the 16th day of January, 1974, entered into by and between the parties hereto (which agreement sets forth the terms and conditions under which railroad service is to be extended into Segale Business Park in Tukwila, King County, Washington), which said agreement is incorporated herein by this reference thereto. IN IMNESS MIF.REOF, the grantor has executed this instru- ment this 16th day of January, 1974. Mario A. Scgale, a e proprietor doing business as Segale Business Park -2- STATE OF WASNINGTON ) ) ss. COUNTY OF KING ) On this day personally [appeared before me MARIO A. SF.GALE, to me known to he the -Individual described in and who executed 1? the within and foregoing inntrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. (V ' o GiVFN under my hand and official seal this �16th January, 1974. yo*, �j7gnd � y Nota in . d for e • f Washington, residing at, -3- r RAY 3 0 2012 COMMUNI I Y 7 . DEVELOPMENT RIGHT-OF-WAY EASEMENT The grantor, MARIO A. SEGAJ E, a married man dealing in his separate property and estate, and as a sole proprietorship doing bucir -., ac SEGALE BUSINESS PARK, for and in consideration of ONE DOLLAR ($1.00) and other valuable consideration, receipt C0 of which is hereby acknowledged, conveys and warrants unto CHICAGO, F-- MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD COMPANY, a Wisconsin rJ uurpuraLion; OREGON-WASHINGTON RAILROAD & NAVIGATION COMPANY, an O Oregon corporation, and its lessee, UNION PACIFIC RAILROAD COMPANY, 00 a Utah corporation, hereinafter called "Railroad Companies", an LD casement for the construction, maintenance and operation of a railroad right-of-way and railroad tracks upon, over and across the CD following described property, situated in King County, Washington: T`- P�- t LEGAL DESCRIPTION fSee Exhibit "A" attached hereto and 57 this reference made a part hereof) The grantor reserves to himself, and his successors in title to the described property, the following: (1) The right to in3tall other utilities upon or across such right-of-way, such as water lines, sewer lines and power lines, provided that all such installations shall be made below the surface of the ground and so as not to interfere with the track of said Pailroad Companies, or the use of the right-of-way by said Railroad Companies, or their operations thereover, all in strict accordance with the specifications and requirements of said Railroad Companies. Provided, however, that in connection therewith, the grantor shall not permit any excavation or trenching to be performed within the limits of the said right-of-way unless such trenching or excavation is adequately shored and cribbed. Further, said shoring and cribbing shall be constructed and maintained with such materials, and in such manner, as to withstand all stresses likely to be encountered, including, but not by way of limitation, any stresses resulting from vibration caused by railroad operations at or in the vicinity of such work. (2) The right to construct public or private streets across the right-of-way hereinabove described, at locations acceptable to the Railroad Companies, and in accordance with specifications and requirements of said Railroad Companies. (3) The right to relocate and/or to t,-rmina,: this easement and right-of-way and^_r and pursuant to the terms of that certain agreement dated the 16th day of January, 1974, entered into by and between the parties hereto (which agreement sets forth the terms and conditions under which railroad service is to be extended into Segale Business Park in Tukwila, King County, Washington), which 1 said agreement is incorporated herein by this reference thereto. , IN WITNESS WHEREOF, the grantor has executed this e instrument this '-I f` day of 1977. i e � CD 1 ;,j3 0 mot. ' Mario A. Segale, a,-itarried man dealing in his separate property and estate, �. d/b/a Segale Business Park. STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this day personally appeared before me MARIO A. SEGALE, to me known to be the individual described in and who execut.-id the i within and foregoing instrument, and acknowledged that he signed i the same as his free and voluntary act and deed, for the uses and our>oses therein mentioned. a GIVEN under my hand and official seal this -7inr day of 197 Notary PubjAc in and for thd State of Washington, residing at My commission expires: ►2,��.;-�q RIGHT-OF-WAY EASEMENT Paqe 2 EXHIBIT "A" ( LEGAL DESCRIPTION: 3 ;, 2n.00 foot aide strip of land located within that portion of the { East Half of Section 35, Township 23 North, Range 4 East, W.M., in Xing County, Washington, lying Southerly of the Southerly line of co South 120th Street, having 10.00 feet of such width on each side pof the following described centerline: Q ' ri BEGINNING at a monument at the intersection of the centerline of Andover Park Vest with the centerline of South 180th StzeuL; Lh6nCC South 87°50'09" East, 309.00 feet to a point of curve; thence along r`- a curve to the left having a radius of 300.00 feet through a central angle of 8°25'33" an arc distance of 44.12 feet; thence along a curve to the right whose center bears North '7°23128" West having a radius of 572.96 feet through a central angle of 3149121" an arc distance of 38.23 feet to the ,TRUE POINT OF BEGINNING; thence con- tinuing along a curve to the right having a radius of 572.96 feet through a r.pntral angle of 0*25146" an arc distance of 4.29 feet to a point of compound curve; thence along a 14° curve to the right through a central, angle of 58°14'17" an arc distance of 415.99 feet; thence South 75`05'56" West 139.64 feet to a point of curve; thence along a 14' curve to the left through a central angle of 55'"41'00" an arc distance of 397.74 feet; thence South 19°24'56" West, 161.29 feet to a point of curve; thence along a 121 curve to the left through a central angle of I1040'00" an arc distance of 97.22 feet; thence South 7'44'56" West, 261.95 feet to a point of curve; thence E along a 12' curve to the right through a central angle of 13°00'00" an arc distance of 108.33 feet; thence South 20*44156" West a distance of 459.00 feet to the terminus of this centerline. 7803020870 MAY 3 0 2012 . GOMMUNI i .i DEVELOPMENT 0 )— CO Q N CQ M C CO f` V WATER DISTRICT NO, 75, KING COUNTY EASEMENT FOR WATER PIPELINE The Grantor, MARIO A. SEGALE, dealing in his separate property dill estate, floes hereLy grant to WATER DISTRICT NO. 75, KING COUNTY, WASHINGTON, a municipal corporation, Grantee, its successors and assigns, a non-exclusive easement and right-of-way over, through, under, across, upon and in the following described property situated in the City of Tukwila, King County, Washington, to wit: An easement 15 feet in width as depicted in cross -hatch on drawing entitled "Segale Business Park Water Main Easements" (drawing No. 331-77 dated March 21, 1977) attached hereto as Exhibit "A", which easement is segmented and lies between the following points as shown on said drawing: Between Points D and I, " E and F, " F and G, B and H, " N, O and P, " L and M, and " J and K Deputy n All in Section 35, Township 23 North, Range 4 E.W.M. for the construction, operation, maintenance, repair and/or replace- ment of water pipelines and appurtenances thereto, together with rights of ingress and egress to and from said easement for all purposes necessary and related thereto. This easement is given pursuant to and all rights hereunder are subject to Agreement between Grantor and Grantee recorded under King County Auditor's File No.74-08270565. Under the terms of said Agreement, Grantor (at Grantor's expense) may relocate mains and easements and revise Bills of Sale. Said Agreement (together with attached plan showing location of streets, mains and easements) is incorporated herein by this reference. Grantee agrees to indemnify and save Grantor harmless from all liability or damage to Grantor resulting from any act or acts of Grantee within Segale Business Park. Dated this day of 1977. MARIO A. SEGALE, ing in is separate property and esta e STATE OF WASHINGTON) ) ss. COUNTY OF K I N G) On this day of Ct. ...4' 1977, before me, the under- signed Notary Pub zl c, Personally appeared MARIO A. SEGALE, to me known to be the individual who executed the within and foregoing w instrument, and acknowledged that he signed and sealed the same•'FB y ,.. his free and voluntary art and deed, for•the uses and purposep",i'herein mentioned., _ GIVEN under my hand and offidial seal the day and yea •in tms certificate above written. NOTARY PUBL1_q inla' and For Zne Stf5d•o Washington, residing at Seattle ','' ......0 0 MAY 3(o2012 Cogan.. - . WATER DISTRICT NO. 75, KING COUNTY EASI'MENT FOR WATkA PIPELINE AFpOk { ri,c Grantor, MAARIO A. SEGALE, dealing in his separate property arld estate, :foes heraby grant to WATER DISTRICT NO. 75, KING, COUNTY, WASHINGTON, a municipal corporation, Grantee, its successors and assigns, a non-exlusive easement and right-of-way over, through, under, across, upon and in the following described property situated in the City of Tukwila, King County, Washington, to wit: An easement 15 feet in width as depicted on drawing entitled "Segale Business Park Water Main Easements" (Drawing number 331.77 dated March 21, 1977 revised t August 2, 1978) attached hereto as Exhibit A, which easement is segmented and lies between the following points as shown on said drawing: Between Points I and 0 Between Points 0 and R Between Points 0 and S Between Points S and T All in Section 35, Township 23 North, Range 4 E.W.M. for the construction, operation, maintenance, repair and/or replace- ment of water pipelines and appurtenances thereto, together with rights of ingress and egress to and from said easement for all purpose: necessary and related thereto. This easemr..nt is given pursuant to and all rights hereunder are subject to Agreement between Grantor and Grantee recorded under King County Auditor's File No. 74-0 8270565. Under the terms of said Agreement, Grantor (at Grantor's expense) may relocate mains and easements and revise Bills of Sale. Said Agreement (together with attached plan showing location of streets, maim and easements) is incorporated herein by this reference. Grantee agrees to indemnify and save Grantor harmless from all lia'jility or damage to Grantor resulting from any act or acts of Grantee within Segale Business Park. Dated this .•eleday of �/11—. , 19 MAl'Zt10 A. SE , dealing in his separate property and estate. STATE OF WASHINGTON t as. COUNTY OF KING I On this _eZ day of 19 nefore me, the undersigned Notary Public;ersonal appeared tIARIp A. SEGALE, to me known to 1,e the individu�gjj who exe ted the within and foregoing instrumer:, and acknowledged that he signed and sealed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year in this certificate above written. .. G7.s �� . o Washingtonr'Iresidinin C in d for t� State of FILED for Record at Requ-Ist Of _ �>, � ..: "1 Name pan.- Mdress �3 � '� — �1% EXCISE TAX NOT REQUIRED r ' IQn CO. Records Division � I • aec�Y k`i:2.A C Tel Z F �1a Z ' ye t 79LI41712G7 in n :� 07 C3 t' v' r-- O O co LA bmandinent to Short Form Deed of Trust Dated September 15, 1978 rRED FOR RECORD AT REQUEST OF SAFECO TITLE INSURANCE COtdPA14Y 205 4M AVENUE, SFATIM WA 92121 Th!s is it A_ .:sent to Short Form Deed of Trust dated September 15, 1978, recorded on October 3, 1978, in the Department of Records and Elec- tions of King County, Washington, under King County Recording Number 78100301J2, in favor of Sun Life Assurance Company of Canada as benefi- ciary and executed by Mario A. Segale, a married man dealing in his separate property and estate. By this Amendment to said Deed of Trust, the parties hereby agree that Exhibit A, attached hereto, and by this reference incorporated herein, shall be substituted for the property description contained in Exhibit A to the Short Form Deed of Trust dated September 15, 1978. Except as amended herein, all covenants, terms and conditions of said Short Form Deed of Trust remain unchanged and continue in full force and effect. Executed this 2 day of 1979. - L Q, T. " Mario A. Segale, married man dealing in his separate property and estate STATE OF WASHING TON ) COUNTY OFF--. s s . On this Z-8ay o 1979 before me, a—f3otary Publ -for the State of Washington, duly commissioned and sworn, personally appeared Mario A. Segale, to me known to be the individual who executed the within and foregoing instrument, and acknowledged the said instrument to be his free and voluntary act and deed, for the uses and purposes therein mentioned. 1980 JAP2 Ih R 30 WITNESS my hand and official seal the day and year in this certificate above written. ELE,' 7.'''r:G CCU. WN. NOTARY PUbLI in and for E)'Sztate of Washington, residing at SUN LIFE ASSU / COMPANY OF CANADA APPROVED / tjg By: y-Ett'TERia I t3j -for President .. » BY • c Kor Seereutry STATE OF MASSACHUSETTS ) COUNTY OF NORFOLK ) ssa On this 2 day of \TANvgk s-44 before me appearedP(J.D tk 66x Ey roLt4,v4 both to me known to be acting for the President and Secretary respectively of the Sun Life Assurance Company of Canada, the corporation that executed the annexed instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for uses and purposes therein mentioned, and on oath stated that they were author- ized to execute said instrument, and that the seal affixed is the corporate seal j of said corporation. i IN 14ITNESS WHEREOF, I have hereunto set my hand and affiaed my official seal the day and year first. eb `v . A,.,•QP to f NOTARY PUBLIC J MY Commission Expires: EXHIBIT A LEGAL DESCRIPTION: That portion of the Southwest Quarter of the Northeast Quarter and rnvArnmPnr i.nt S. and Government Lot 6, ALL in Section 35, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: BEGINNING at a monument at the Northeast corner of the said Southwest Quarter of the Northeast Quarter; thence South 07 degrees, 44' 56" West, 470 feet; thence North 87 degrees, 50' 09" West, 628.86 feet-, thence p, South 14 degrees, 28' 47" West 86.93 feet; thence North, 75 degrees, CO 31' 13" West, 30 feet to th. TRUE POINT OF BEGINNING: thence South 14 CD degrees, 28' 47" West, 51.57 feet to a point of curve; thence along a _ curve to the left having a radius of 1,159.89 feet through a central angle of 06 de rees, 47'39" an arc distance of 137.54 feet; thence South 07 degrees, 41 08" West, 206.95 feet to a point of curve; thence along co a curve to the right having a radius of 1,104.55 feet through a central angle of 13 degrees, 06' 17" an arc distance of 252.63 feet; thence South 1U degrees, 47' 25" :.'4st, 13I. fee, t„ A Point of curve; thence along a curve to the right having a radius of 50 feet through a central angle of 92 degrees, 41' 08" an arc distance of 80.88 feet; thence North 66 degrees, 31' 27" West, 240.80 feet; thence North 17 degrees, 28' 13" East, 1,424.06 feet; thence South 87 degrees, 50' 09" East, 230.35 feet to a point of curve; thence along a curve to the right having a radius of 40 feet through a central angle of 102 degrees, 18' 56" an arc distance of 71.42 feet to the TRUE POINT OF BEGINNING. Subject to an easement affecting a portion of said premises and for the purposes hereinafter stated, as granted by instrument recorded on Decem- ber 20, 1974, in the office of the recording officer of King County, Washington, under recording number 7412200369. In favor of: WATER DISTRICT NO. 75 For: Water ;pipeline Affects: Said premises and other propertv Together with all right of ingress and egress to and from said easement for all. purposes necessary and related thereto. Subject to a Memorandum of Agreement dated August 7, 1974, recorded August 27, 1974, iti the office of the recordin, officer of King County, Washington, under recording number 7408270565, entered into by and be- tween: KING COUNTY WATER DISTRICT NO. 75; and MARIO A. SEGALE: Providing: The setting forth of conditions under which the district will provide water service to Segale Business Park and Industries becoming situated therein. Subject to a right to the waters hereinafter stated not to exceed 2.15 cubic feet per second is contained under State Certificate Issued: November 27, 1933 Recorded: November 29, 1933, in the Department of Records and Elections of King County, Washington, under King County Recordin No.: 2778454 Waters o White River, a tributary of Duwamish River To: FRED J. MESS AND WALTER MESS, of Route 5, Seattle, Washington RLSERVING an easement for sidewalk and utility purposes over the Northerly 15.00 feet, ovRr the Easterly 15.00 feet and over the Southwesterly 15.00 feet or the property described above. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING an easement for railroad purposes, and at. easement for access road purposes, including, but not limited to railroL. maintrack, lead track and spur tracks, as well as for railroad access, and storage, and Mas well as for other vehicle egress and ingress and truck maneuvering over O that portion thereof lying Westerly of the Westerly building line produced. O RESERVING an easement for common access purposes, including ingress and _ egress over the following described portion thereof: O 00 BEGINNING at a monument at the Northeast corner of said Southwest Quarter of the Northeast Quarter; thence South 07 degrees, 44' 56" West 470.00 feet; thence North 87 degrees, 50' 09" West 937.93 feet; thence South 17 degrees, 28' 13" West, 31.10 feet to the TRUE POINT OF BEGINNING: thence coni.iuuing South 1' degrees, 28' 13" West, 117.05 feet to a point of cur- vature on a line 10 feet Westerly of the centerline of the railroad lead track; thence going in a Northeasterly direction along a curve to the right having a radius of 393.51 feet; the center of which bears South 59 tral arcrdistance of 105.83 feet; thence nNorth a1001degrees, e of 15 d19' 51" East egrees, 24' 3527.76 feet; thence North 87 degrees, 50' 09" West, 35.00 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO an easement for buildin^ setback purposes over a 60 foot wide strip of land surrounding and adsacent to the main building line which is described as follows: BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of said Section 35; thence South 07 degrees, 44' 57 West, 470.00 feet; thence North 87 degrees, 50' 09" West 706.22 feet; thence South 17 degrees, 28' 13" West, 163.72 feet to the TRUE POINT OF BEGINNING: thence continuing$ South 17 degrees, 28' 13" West 100.00 feet; thence North 72 degrees, 31 47" West, 20.00 feet; thence South 17 degrees, 28 13 West, 320.00 feet; thence South 72 degrees, 31' 47" East 20.00 feet; thence South 17 degrees, 28' 13" West 150.00 feet; thence North 72 degrees, 31' 47" West, 26.00 feet; thence South 17 degrees, 28' 13" West, 580.79 feet; thence South 72 degrees, 31 47 Fast 20.00 feet; thence South 17 degrees, 28' 13" West. 115.00 feet; thence North 72 degrees, 31' 47" West, 200.10 feet; thence North 17 degrees, 28' 13" East, 1,165.88 feet; thence North 26 degrees, 08' 56" East 101.07 feet; thence South 72 degrees, 31' 47" East, 184.85 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH a non exclusive easement for -ingress, egress, and utilities purposes, 60 feet in width, having 30 feet on each side of the following described centerline: BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of Section 35, Township 23 North, Range 4 East, W.M., in King County, Washington; thence South 07 degrees, 44' 56" West 470.00 feet; thence North 87 degrees, 50' C9" West, 628.86 feet to a point hereinafter designated Point 'A'; thence South 14 degrees, 28' 47" -2- West, 138.!,9 feet to a point of curve; thence along a curve to the left having a radius of 1,129.89 feet through a central angle of 06 degrees, 47' 39" an arc distance of 133.98 feet; thence South 07 degrees, 41, 08" West, 206.95 feet to a point of curve; thence along a curve to the right having a radius of 1,136.55 feet through a central angle of 13 degrees, 06' 17", an arc distance of 259.50 feet; thence South 20 degrees, 47' 25" West, 868.17 feet; thence North 66 degrees, 31' 27" West, 321.49 feet to the terminus of this easement centerline. TOGETHER WITH: beginning at Point 'A' described on the above centerline; thence North 87 degrees, 50' 09" West, 309.07 feet to the terminus of a centerline having 30 feet of width on each side. EXCEPT that portion thereof lying within 180th Street. South O v (2) The width of said relocated easement and the physical surfacing thereof shall be similar to chat oL the initial casement; O (3) The route of said relocated easement shall afford reasonable direct access to a public road; (4) Thy legal rights of Mortgagee and Mortgagee's successors hereunder, in and to route of said relocated easement shall be substantially the same as with respect to the route of the initial easement; (5) Said relocated easement shall be apprnnriately documented by a supplement to this Assignment containing a revised legal description and shall be insured at the expense of Owner by a title insurance company on the same basls as the original relocatable easement. (6) The expenses of such relocation, including the construction and surfacing thereof, shall be the sole responsibility of Owner or a ,ier's successors in title. -3- iljAif 3 0 2012 commuNirr :_GC,.0 At RIQU 9$1 Off'; PUGET POi .'"..! REAL ESTAT@ DWI" : ' PUGET POWER 0= 1° c::CI E TAX t:C l' i"• , BELLEVUE WASHWOTOM 1lOOR .ta , ,. of or interest in or to any such property whatsoever by Grantors, their successors or assigns. Grantee agrees to compensate Grantor for any damage caused by the exercise of said right of access. 3. Consent of Grantor. Grantee agrees that it shall first obtain Grantor's or its heirs, successors or assigns prior written consent prior to the installation or construction of any of the facilities described in Paragraph 1 hereof; provided, hrwever, Grantee shall not be required to obtain prior written consent in the event of emergency repair or renovation of Grantee's existing facilities. 4. Grantor's Use of Right -of -Way. Grantor reserves the right to use the right-ot-way for any purpose not inconsistent with the rights herein granted, provided, that Grantor shall not construct or maintain any building or structure on the right-of-way which would unreasonably. R-1785 0282134 KJ-44 234/137-138-139-140 interfere with Grantee's existing use of the right-of-way without first obtaining Grantee's prior wrlttan ; any portion of the property described in Exhibit "A" which is not accupied by the right-of-way or Grantees facilities; and Grantee additionally agrees that at any time it is requested by Grantee, its heirs, successors or assigns, it will take from Grantor %( a specific easement specifically describing the right-of-way on any parcci of the property described on Exhibit "A", and release and terminate that parcel from this Easement. 9. Agreement by Grantee. It is understood and agreed that by installing any or its tacilities in the right-of-way or by exercising any of its rights hereunder, Grantee acceppts each and every term and condition of this Easement and agrees to be bound by same. 10. Successors and A si ns- The rights and obligations of the panties s a inure to t e enefit of and be binding upon their respective heirs, successors and assigns. r Easement Mario A. Segale EXHIBIT "A" PARCEL A: Government Lot Two (2)e Southwest quarter of the Northeast quarter; and that portion of the Southeast quarter of the Northwest quarter lying easterly of the Anna Mess County Road; all in Section 35, Township 23 North, Range 4 E.W.td., EXCEPT county road and EXCEPT portion thereof included within the following described traete BEGINNING at the Northwest corner of the Southwest quarter of the Northeast quarter of said Section 35; thence along the North *V line thereof South 88054146" East 247.29 feet; thence South 56 p51'40" East 142.26 feet; thence South 54952'45" West 203.79 feet;thence South 29°26'45" West 159.30 feet; thence South 86 58 00" West 103.76 feet; thence South 58.20150" West vj 100.50 feet to a point on the center of the road; thence O following the center line of said road North 8043'1R" East Q 467.77 feet to a point on the North line of the Southeast quarter of the Northwest quarter of said Section from which the Northeast corner thereof bears South 88*531320 East 101.47 feet; thence South 88°53'32" East 101.47 feet to the POINT OF BLICINNING: AND EXCEPT that portion of the Southwest quarter of the Northeast. quarter of Section 35, Township 23 North, Range 4 East, W.M., described as follows: BEGINNING at a point on the North line of said subdivision distance South 88054'46" East 449.30 feet from the Northwest corner thereof; thence North 88054'46" West along said North line 202.01 feet; thence South 5651140" East 142.26 feet;thence South 54652145" West 203.79 feet; thence South 29626'45"West 159.30 feet; thence South 88054146" East 424.89 feet to a point from which the POINT OF BEGINNING bears North 1°05014" East; thence North 1005'14" East 401.77 feet to the POINT OF BEGINNING, EXCEPTING therefrom the county road; AND EXCEPT a portion of the Southeast quarter of the Northwest quarter of Section 35, Township 23 North, Range 4 E.W.M., described as follows: BEGINNING at the Northeast corner of said subdivision; thence North 88°53'32" West along the North line thereof, 101.47 feet; thence South 8°43'18" West 477.17 feet; thence South 17059130" west 247.69 feet to the TRUE POINT OF BEGINNING; thence contin- uing South 17°59'30" West 151.00 feet; thence South 71043'40" East 203.51 feet; thence North 16°28150" East 151.08 feet; thence North 71"43140" West 199.53 feet to the TRUE POINT OF BEGINNING, EXCEPTING therefrom the county road. PARCEL B: All of Government Lot Five (5), and that portion of Government Lot Six (6),lying easterly of the existing county road which ex- tends in a northeasterly direction over and across said Government Lot 6, all in Section Thirty-five (35), Township Twenty-thr.e (23) North, Range Four (4) E.W.M., EXCEPT therefrom that portion of said Government Lot 6, lying easterly of said road and southwesterly of a line described as follows: BEGINNING at a point on the south- easterly margin of said road which point is marked by an iron pipe, and from which point the Southwest corner of said Government Lot 6 bears South 0658110" West 313.17 feet and North 89•01'S0" West Sn5.54 feet, said distance being measured, respectively, at right angles to and along the South boundary line of said Government: Lot; and running thence South 67°36'0 " East 380.45 feet to an izon pipe, thence continuing South 67636100" Rast 50 feet, more or less, to the bank. of Green River; SUBJECT TO. Encumbrances, easements, restrictions and reservations of recurd. RECEIVED MAY 302012 COMMUNITY OEVELOPMENT EXCISE TAX 1Vui „ : KIng a Reca,aa ; WATER DISTRICT NO. 7S, KING COUNTY EASEMENT FOR WATER PIPELINii The Grantor, MARIO A. SEGALE, dealing in his separate property and estate, does hereby grant to WATER DISTRICT NO, 75, FIND C01INTY, WASHINGTON, a municipal corporation, its successors and assigns, a non-exclusive easement and right-of-way over, through, under, across, upon and in the following described property situated in the City of Tukwila, King County, Washington, to wit: A non-exclusive easement 15.00 feet wide having 7.S feet on each side of the following described center line: ::-'. a r Beginning at a monument at the northeast corner of t1W s southwest quarter of the northeast quarter of SeCtion?35';' n Township 23 N, Range 4 E, W.M. in King County, Washington; _ thence south 07044'56" west 208.00 feet; thence south O 82015'04" east 21.00 feet; thence south 61025120" east. 9.61 feet to the east margin of Andover Park West '(or _ cccA Segale Drive A) and the TRUE POINT OF BEGINNING; thdtice CV continuing south 6102S'2011 east 280.51 feet; thence south U 070S9'4411 west 136.23 feet to the terminus of this line. r— Which easement is more fully described on Exhibit A attached hereto and incorporated herein by this reference, and which easement Is for the construction, operation, maintenance, repair and/or replacement of water pipelines and appurtenances thereto, together with rights of ingress and egress to and from said easement for all purposes necessary and related thereto. This easement is given pursuant to and all rights hereunder are subject to Agreement between Grantor and Grantee recorded under King County Auditor's File No. 74-0 827056S. Under the terms of said Agreement, Grantor (at Grantor's expense) may relocate mains and easements and revise Bills of Sale. Said Agreement (together with attached plan showing location of streets, mains and easements) is incorporated herein by this reference. Grantee agrees to indemnify and save Grantor harmless from all liability or damage to Grantor resulting from any act or acts of nGrantee within Segale Business Park. v 3) o Dated this day of 19 . x0. Ln r.i r*io MARI0 A. SEG 4,eallny his separate property and = estate. iJ O p N O O D STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me MARIO A, SEGALE, dealing in his separate property and estate, known to me to be the individual described in and who executed the within and foregoing instrument, and acknowledged that tie signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVE. under my hand and offici seal this- day_ of N TARY PUB IC in and for the _St of n/, residing at xxu Ld y commission pires C Rer. At The R Uest Of Pile 17A (4) Env. 2 Paccel 1.12 B ' LUi:ii{j R-edi Property $Fr r ENT TO GRANT PERMANENT RIGHT OF ENTRY THIS AGREEMENT TO GRANT PERMANENT RIGHT OF ENTRY ("Agreement") made and entered into this _nth day of August , 1990, by and between MARIO A. SEGALE, a married man acting with respect to his separate property and estate d/b/a SEGALE BUSINESS PARK (hereinafter referred to as "Segale") and KING COUNTY, a political subdivision of the State of Washington (hereinafter referred to as "King County"). WHEREAS, King County has agreed to perform certain works and make certain improvements along the left bank of the Green River upon certain real property owned by Segale; WHEREAS, Segale has granted to King County a Temporary Right of Entry for Construction of Flood Control Levee in order to facilitate such construction; and WHEREAS, King County has requested a permanent right of entry over- portions of Segale's real property for the purpose inspecting, repairing and maintaining such works and improvements. NOW THEREFORE, the parties hereto hereby agree as follows: 1. Upon completion of the work provided for in the Temporary Right of Entry for Construction of Flood Control Levee dated August 10, 1990, King County shall "As prepare an Built,- survey of said works and improvements. A copy of the same shall be provided to Segale for its review. N 2. From such survey the County shall prepare a legal description for r.{ Q a permanent right of entry over the area located between the westerly line of the River C Protection Easements previously recorded in favor of King County in King County C Auditor's office under file numbers 6027013 and 6027015 and the westerly line of said improvements. A copy of the same shall be provided to Segale for its review. 3. Within ten (10) days of Segale's receipt of the as -built and legal description described in paragraph 1 and 2 herein, Segale shall execute and deliver to King County, Permanent a Right of Entry for Inspection, Maintenance and Repair of Flood Control Levee, substantially in the form attached hereto as EXHIBIT "All' and incorporating said as -built and legal description as ATTACHMENTS "C" and "B" thereto, respectively. 4. Upon Segale's delivery of said Right of Entry to King County, all obligations of either party to be performed under this agreement, shall be deemed fulfilled. IN WITNESS WHEREOF, the parties hereto have executed this Agreement to Grant Easement on the day and year first above written. AGREEMENT TO GRANT PERMANENT RIGHT OF STAY P 4E 2 5 El STATE OF WASHINGTON) ) ss. COUNTY OF KING ) On this day personally appeared before me MARIO A. SEGALE, a married man dealing in his separate property and estate, d/b/a SEGALE BUSINESS PARK, known to me to be the individual described in and who executed the foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of ;•C3 1 r'r r 'C TFheStat tblic in and for of Washington, P(JDL1C atssion expires o STATE %&1VWAtHINGTON) ) ss. COUNTY OF KING ) On this day before me the undersigned, personally appeared d I certify that I know D or have atisfactory evide ce that signed ?? the foregoing instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged as the of KING COUNTY, WASHINGTON, to be the f ee and vo ntary act of said entity for the uses and purposes mentioned in the instrument. OVEN under my hand and official seal this =;7 11 dZ day of r lg";22. Notary Public in and the State of Wa onl ' residing My commissio expires L .3 AGREEMENT TO GRANT PERMANENT RIGHT OF WAY Page 2 - — ........ . - r- - 7 A. (e EXHIBIT "A" to AGREEMENT TO GRANT PERMANENT RIGHT OF ENTRY PERIUkKENT RIGHT OF -_ TRT FOR INSPECTION, HAINTENANCE AND REPAIR of FLOOD CONTROL LSVEE The Grantor, hereinafter called the "Owner", hereby grants to King County, the Grantee, a political subdivision of the State of Washington, hereinafter called "King County", a permanent right of entry for the purposes hereinafter set forth, upon lands of the Owner hereinafter described in Attachment "A" which is incorporated heroin by thin reference, subject to the following terms and conditions: 1. This irrevocable permanent right of entry for inspection, maintenance and repair ("Permanent Right of Entry") in in addition to those River Protection Easements previously recorded in favor of Ring County in )sing County Auditor's office under file numbers 6027013 and 6027015 (the "River Protection Easements-). 2. Thin Permanent Right of Entry includes the right to access, repair, and maintain a flood control levee as described in the As -Built plans attached hereto as Attachment "B", hereinafter referred to as "Levee", and all appurtenances thereto, along the left bank of the ocean River. Attachment "B" is incorporated herein by this reference. 3. This Permanent Right of Entry includes the right to inspect, repair and maintain such works on lands of the Owner hereinafter shown and described in Attachment "C", which may extend beyond the boundaries set forth in the River Protection Easements. Attachment "C" is incorporated herein by this reference. 4. This Permanent Right of Entry shall be limited to inspection, repair and maintenance of the Levee, along the left bank of the Green River. S. This Permanent Right of Entry shall not preclude the owner from exercising any and all of its rights to the property described in Attachment "C" for any purpose including but not limited to the use, construction, extension, repair and/or maintenance of any facilities on the property including but not limited to buildings, parking lots, yard storage areas, railroad spur tracks, utilities, landscaping or any other facilities. 6. All tools, equipment and other property taken upon or placed upon said land cc by King County shall remain the property of King County and shall be removed by King County at any time within a reasonable period after the term of their utilisation in the exercise of rights under this Permanent Right of Entry. 7. King County will be responsible for damages arising from the activity of King county, its officers, agents, employees, or representatives on said land, fj in the exercise of rights under this Permanent Right of Entry, and promptly C following the exercise of any rights granted hereunder, shall restore the property to its condition, including line, grade and slope, prior to such exercise. S. This Permanent Right of Entry in granted as of 9. The land affected by this Permanent Right of Entry is located in the State of Washington, County of King, as described in Attachments "A" and "C" hereto. IN WITNESS WHEREOF, the Owner heroin has hereunto set his hand, this day of , 19 GRANTOR, Mario A. Segale, a married man acting with respect to his separate property _ and estate, d/b/a SEGALE BUSINESS PARK STATE OF WASHINGTON) . COUNTY OF KING ) - on this day personally appeared before me MARIO A. SEGALE, a married man dealing in his separate property and estate, d/b/a SEGALE BUSINESS PARK, known to me to be the individual described in and who executed the foregoing instrument, and acknowledged that he signed the name as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ,_ day of , 19 Notary Public in and for the State of Washington, MAY 3 {) 2012 Commu DEVELOR4>1ENT Fled for Record at Request of Name Af A. SEGALE ore/a SECe 0 9USINESS PARK Address cfo ANN J NIaHOLe o P. O. Box RRO O 0 City and State TUKWILA, WA$HING70N 9Rt R a S s LANDSCAPE EASEMENT Z A. MARIO A. SEGALE, A MARRIED MAN, ACTING WITH RESPECT TO HIS SEPARATE property located in King County, Washington and legally described as follows: PROPERTY AND ESTATE, d/b/a SEGALE BUSINESS PARK 1'Grantor'), is the owner of that certain real King County Tax Parcel #352304-9078. B. MARIO A. SEGALE, A MARRIED MAN, ACTING WITH RESPECT TO HIS SEPARATI; 3. All maintenance of the landscaping within the easement established herein shall be undertaken by Grantee, Its hairs, successors and assigns. 4. Grantee, its heirs, successors and assigns shall save, defend indemnify and hold Grantor its heirs, successors and assigns harmless from all liability or damage arising out of any act or acts of Grantee within the easement area. IN WITNESS WHEREOF, this instrument has been executed this 1st day of March, 1994. '2 a - Mario A. dlb5a Segale EXCISE TAX NOTREQUIRED fe Business Park us STATE OF WASHlNGTON long Co. Rpxdr OMfalpt ) - , COUNTY OF KING ) ss. DsPutY On this day personally appeared before me MARIO A. SEGALE, a married man dealing in his separate property and estate, d/b/a SEGALE BUSINESS PARK, known to me to be the Individual described in and who executed the foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. Dated: t f c g 4 Ov. 4/lV111 _ Gam' •51o1y + C fti •, c A1(1`;a7Y p : ` Signature of N y i dv __ I V1►,1 rir '• 15, 1995.E . __ frI1 Print or Stamp ame of Natery Notary Public in and fgr the State of Washington, 1% IYASVX% res Myiding commissio—ex 17-1 t-> 9 %=P=C=CTrrftz=M IN WETNESS WHEREOF, the undersigned have set their hands this 161, day of MoMb . 19,44—. rri. ACCEPTED AND AGREED TO BY KING COUNTY. WA. GRANTOR, Masi. A. Segal . a married man acting with respect to his separate property and estata, d/b/a SEGALE BUSINESS PARK By: King Coumy Ex five APPROVED AS TO FORM: _ r By: r i King nunty Prosecuting Attorney STATE OF WASM NGTON ) COUNTY OF KING ) On this day personally appeared before me MARIO A. SEGALE, a m u-riod man dealing in his separate property and estate, d/b/a SEGALE BUSINESS PARK, known to me to be the individual described in and who executed the foregoing instrument, and acknowledged that be signed the acme as his free and voluntary ad and deed for the uses and purposesthesxin mentioned. GEVEN }finder my hand and official seal this _&* day of inn`_, 19 5!!j— OS .' iffy Signature of Not ........ a`gyt O tti F+,e S rn if ; o ' ODTA $r U-3O (p Print or StampNa—me ofNoraty Notary Public in an4Ar the State of Washington, I a.. A_ N ? • EC O 0 residing at — — — — — - My commission expires 13 p 9 ' ry 99`'• 'l : t/f C''• ' tttlt0!c CT)STATE OF WASHINGTON ) ss. COUNTY OF KING ) I certify that 1 know or have satisfacto y dcnce that "e ` i is the person who appeared before me, and said person tekaowledgod U 6m sha signed this fiat meat, oapath dated flat she was authorized to execute the iadrumeat and aclnawl tfd it as rba j f of Washington. a political subdivision of the State of Washington to be the free an volun a ofsuch corporation for the uses and purposes mention in the instrument. GIVEN under my head aacial seall,_L dsy of _, 19 Pri► t or Sramp Name of Notary Notary Public in and fbjAhm State residing at My commission expires OTARY PUBLIC :ate o! `IIfashincrton tQa Wires usrrn W.107 PERMANENr RIGHT OF ENTRY FOR INSPECTION, MAINTENANCE AND REPAIR OF FLOOD CONTROL LEVEE Pop 2 or2 cm to O O C31) +ao: & soon c..wr • Attachment 'A' Page 1 of 2 ' SffiS MIMM M6 golds this and QrT or Ammil >h 1916 2 so 259 beswaea - on" A- _ Grantor. and Camr-ya ■ i■ am or M arats or Was , Greatest 1rMaM3=. that flrat PM t,. in cossidaratiwn ar 4l•00 receipt of whiob ie acknowledged. and the bes■fita a saarae to A the land of ormatas by the aze aisc of the rights barain Ranted. do barab3 y regime. release and forever unto the ar■ates, its smoossors and assigns. an ease t sod-aT-reJ for the yorposes beretaattsr stated along the beak or River. witbin a strip or laen ju zeec an width tam s par o Boa landward of the top of the river bank as coustrmtad or recomatrabteC an the Sollowigg dsearib- e4 Prc"z't ------- T.L. 55 Gar Lot 2, the S.V.} of the N.N.} and portion at the S.N.} or tbo N.W.} lying Naaterly of sea Nees County Road. less beginning at } point 449.50 a feet Zest or the Northwest warmer or the S.Y.} of the N.N.*. thence 3.1e 05e14• West, 4D1.77 rt., thence S. gg•rk rihb• Peat. 4219.89 ft.. than** S. y 86- "00• West, 203.76 ft., thence _% 5g•20'.0• wet to Na6tarl7 margin of road, thence northerly sloog road to North Sine or S.N.} or the N.Y.} thence Nest to beginning. lean beginning on easterly wargin or Road 724.66 rt. Sontberly of North line or aubdivisian, thence amSianinngg mootherly l51 ft.. tbanoe S. 71e7e3'4aa Rost 203.51 rt.. thence N. 3.6.2so. Root 151.00 ft.. tbemao N. 71•b3140- West, 199.53 ft. to beginning. loam County Qi Road in Section 35, T-p. 23 N.R. h N.W.N. Li3 Reid 30 foot Noseaaot and right of way aboli be confined and restricted Bto -68n1.-1lsoment the jn Us Datas 2 una' d a. 68-2 ad3-68oMe at the King Fl"orfioe Aid casement and right-of-way ore for the following puvposesi Q :ne right to enter upon the above described land to construct, reconstruct. -aintssn and repair ■ beak protection and/or other rlood control works. Q7 including all appurteaoneea thereto, together with right to tries. out. rail and remove all such tress, brush and other natural growth and obstruct - !one as are necessary to provide adequate clearance and to eliminate ioter- fervnce with, or hazards to the structures. The consideration above mentioned, 1a accepted an full compensation to the e:sraise of the rights obove granted. . To have and to bold, all and singuler, the sold oaseaeet and -1gbt- of-nay, together with appurtenances, m+to Grant". its soeaessors and assigna. ZN W1770 33 WHER 0y the Gractc hereunto wet band, the day and year above written. raaso: ran or Sr .A7z OP wAS$IN67ON )aa -2.1'Y OF KING i On this day appeared be -are mii Marie A. D.eaia foregoing Instrument. and acknowr8aed to M Last be scmv as tree and voluntary act ao i3. sad purpcses therein "rationed. Given under 07 head and otriciai coal this 23d day N oottary Tut•it ininyaa" for the State 'C167Da" MAI d ALL I)p la ask et _s aW3ML fw-ry w.aa6w/v /w w • Attachment •Aa - Page 2 of 2 •. ATTACHMENT C LAND DESCRIPTION commencing at the most northeasterly corner of King County Short Plat No. 8609081152, Records of King County, Washington; thence S 36-31-53 W a distance of 135.86 feet along the easterly boundary of said short plat to a point of curvature; thence continuing southerly along said boundary 108.62 feet along the arc of a tangent curve to the left having a radius of 430.00 feet, through a central angle of 14-28-22 ; thence continuing along said boundary S 22-03-26 W a distance of 34.28 feet to a point of curvature; p3 thence continuing along said boundary 103.21 feet along the LrJ arc of a tangent curve to the left having a radius of 800.00 O feet, through a central angle of 7-23-31; thence N 75-20-00 W a distance of 9.05 feet more or less to O a point on the landward boundary of an existing river protection easement recorded May 11, 1966 under recording number 6027015, records of King County, Washington and the TRUE POINT OF BEGINNING; thence continuing N 75-20-00 W a distance of 31.23 feet; thence S 8-18-37 W a distance of 48.46•feet; thence S 6-15-12 W a distance of•48.00 feet; thence S 5-22-35 W a distance of 51.88 feet; thence S 1-44-44 W a distance of 54.54 feet;' thence S 0-59-37 W a distance of 49.32 feet; thence S 1-26-02 W a distance of 51.42 feet; thence S 1-09-37 W a distance of 45.75 feet; thence S 6-52-34 W a distance of 49.46 feet; thence S 6-23-30 W a distance of 48.57 feet; thence S 6-47-00 W a distance of .48.11 feet; thence S 7-09-06 W a distance of 51.18 feet; page 1/2 .. • ..." ..... thence S 44-55-59 W a distance of 183.39 feet; thence S 35-55-33 W a distance of 75.30 feet-; thence S 30-27-06 W a distance of 65.71.feet; thence S 24-18-06 W a distance of 106.25 feet; thence S 16-10-23 W a distance of 83.66 feet; thence S 12-30-39 W a distance of 70.00 feet; thence 5 77-29-21 E a distance of 21.49 feet, more or less; to a point an the landward boundary of of said river protection easement; thence northerly along the landward boundary of said river protection easement to the true point of beginning. page 2/2 RECEIVED y Office of community Devejopment 0 6? O Southcenter DOU16vard a Tu*vila,.vashington y@l@@ LEGAL DESCRIPTION • See Attached iurrnv7iaa, Reviewed 'and approved by the Short Subdivision committee and hereby certified tog this dry of 29 . ^;•` -. m . .O @ •t i ' MVo19 Et F 13.00 S L '"*28.00 33 ft DLCLARA71ON: Know all men by these ;resents that we. Oe undersigned, owner(s) in fee .-- - - amy,c oi v .vi ii vw4 yv. i.u ac {a e;: :4z :ai.' u:: ciiuC, ,t iUCV YV nci i`vjr make short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said short subdivision shall not be further divided in any manner .within a period offive 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 that 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. flame wm. Name Name 'STATE OF WASHINGTON. CeVnly of . 0! on this day personally appeared before at pi to me town to be the individual described in and who O e cutod C in and tore {ng Instrument, and acknowledged that ---+-.— the with same as signed the tree and voluntary act and.deed, for the used and pur poses therein mentioned. GIVEN under my hand and otfietal sea this day of . Notary Publt In -and for the residing at tote of.p i' .O hi - seal STATE OF MASHIPGTON, County Of On this day Personally aPPeared before me to m# kh4rA LSI A# the,individua2 dsaesiDed it and who executed •.he with it and fosegoinp._inatrumett, And.aeknowledged thst _ i#me;as signed the .,:„ tree and voluntary act and deed, !'orsla and pur Posts therairi "¢At,tar ad, GIYEM usdlr my h#nd and affi4tal seal this.; day at e 4, r Notary Pub a in :on or the `tate of wa#! ngtan, rlsidit9 at sea) } ShQ►t Plat Humber Page 2 of _. ----_-- Ott L„'1kr . EX/sr. MON. L NJ! ( I i;•nir07 W /V n SEC. 3S '1 so X JUa='S0'09'w 9i7.93' y l,asoa• , POINT 9 ; ; r ,YC L A of b DSMLAk GO V 7- g GGG L o r LOT a o je•4 V ' ' It R • SO.00 • ct/Y s wo ,' P"CEL a • p°j iip 4 • ( ^'rtrt20of6!'. QXCEPT/QM j • s e,. f.X%` ia 010h -L + otn+io7r r tih M9q / s3. .Ij• q, d _ Lor 3 ' ee Golf T See •ee e e _ v i c •• 9M►. `` a Lor 4 CONMSR motor 6 c f • ,e a ! nor low as',.. 8. Id R O's owl Gt /i$ ft .. NORM lhwK op Q R 4R IrtO C CNONTR QBMF ,Land Sarvayor' hrtltlaater Afnroe. lto/le0tt0/s this •Rose ylat oorracel Nap on F11. 10 Ytalt 8urvey,nsde by ns or finder represents a aoft n conformance with the roqu rewantslof { t. EajtlaAi SC/1LE+ i"■ • aPProprlste star♦ atstate and Ass been . r , ,; , h y aASJS . properly stsAad in -accordance wI,R the ca (` 496ARIMS K.CAI luRwlla dubdivlslon Coda. yr V' Data pk°fl . Cart/licate LOU Mo. $27i Short Plat ye. tea M11S 1 ri SEGALE BUSINESS PARK SHORT PLAT - PAR(, A -- LEGAL DESCRIPTIONS That portion of the N..rth half and Government Lots S and 6, ALL In Section 35, Township 23 North, Range 4 East, I:.M., in Icing County, Washington, described as followar COMMENCING at the Northeast corner of said Government Lot 6: thence North 87.560031 West along the North line thereof, 134.49 feet to the POINT OF BEGINNING, thence North 17.281171 East, ' 474.08 feet, thence South 700471480 East, 3S.02 feet] thence N=tw 17.290170 ,raSt, 323.90 Alert) ti,*"C:a SoutiS o7950,09" Es*t, 210.53 feet: thence South 17*281130 West, 85b.90 feet to the North line of said Government Lot 5; thence continuing South 17*28113' West, 567.17 feet; thence North 66031127" Nest, 239.40 feet= thence North 17"28117" East, 476.S2 feet to the POINT OF BEGINNING. TOGETHER WITH a non-exclusive easement for ingress, egress and utilities purposes, 60 feet in width, having 30 feet on each side Of the following described centerlines 04 0 BEGINNING at a monument at the Northeast corner of the Southwest ( Quarter of the Northeast Quarter of Section 35, Township 2.3 North, Range 4 East, W.M., in King County, Washington; thence South 07*44.560 West, 470.00 feet to a point hereinafter designated Point "B"; thence continuing South 07044156" West, 486.67 feet: V) thence, along a curve to the right, having a radius of 2.S00 feet, cD through a central an le of 21.29122" an arc distance of 937.6S feet; thence South 29.14.10" West, 423.10 feet] thence North 661311270 West, 1,159.34 feet to the terminus of this easement centerline. Except that portion thereof within South 180th Street. TOGETHER WITH: beginning at Point "S' described on the above cen- terline= thence North 87"SO'09" Went, 1,230.75 feet to the terminus of a centerline having 30 feet of width on each side. - SUBJECT, HOWEVER, to the right of Owner and Owner's successors in title, to relocate said easement within Segale Business Park on the following terms and conditions# (1) Any such relocation shall perpetuate similar rights of in- r grease egress and utilities to a p•3blic road; (2) width of facinghthereof shallibe similardteasement and the phy cal our- o that of easement] (3) The route of said relocated easement shall afford reasonable direct access to a public road# (4) The c:;>wnses of such relocation, including the construction and surfacing thereof, shall be the sole responsibility of Owner or Owner's successors in title. l406S 51218S Page 1 TOGETHER WITH AND SUBJECT TO cn easement for building setback ppurposes over a 60 foot wide strip of land zl surroung and adjacent to an existing building line. which Is describet:as follows: That portioA of the,:Southeast quarter of the Northwest quarter and the Southwest quarter of the Northeast quarter all Co1►ernmeAtrLots.S and 6 ALL in Section SS. Township 23 North Range 4 East W.14., In king County•. Washington. descrbed as:folloi►st COi;MEN ING at'a monument at the Northeast corner of the said Southwest quarter of _the Northeast quarter; thence South 07o 44!.S611;;West 470.00„feet, thence.North 870SO109" West 931.93 foot; thence S6uth17028113" West..3I.10•feet; thence South !: 1702VI3'1. West,=200 33 feet; thence North 72031143" West, 34 4a feat to theTRUE POINT OF BEGINNING; thence South ` I7028+17". West``` M60 20 feet, thence North"72031'43" West, 123.0.0 foot; :tGftc'e North 17028'17" East. 1.2SO.10 feet; On South 12031':4311.East, 92.60 feet; thence North ( 17028117" East ,`10 10 feet; thence South 72031,43" fast 3100 feet to thq.TRUE POINT OF BEGINNING. Said easement 4hall'be irrevocable for so longg as any building or other structure exists uIthin 30 feet of the Easterly line of the above described building line. N t0 0 GO PARCEL B That portion of Government Lot 6, lying Easterly of the existing County Road (S7th Avenue South, formerly known as the Anna Mess County Road 560) which extends in a Northeasterly direction over and across said Government Lot 6, in Section 35, Township 23 North, Range 4 East, N.H., in King County, Washington: EXCEPT that portion of said Government Lot 6, lying Easterly of said road and Southwesterly of at line described as follower PEGINNING at a point on the Southeasterly margin of said road which point is marked by an iron pipe, and from which point the Southwest corner of said Covernment lot 6 bears South 0.58110" Nest 313.17 fee:, and North 89.01'SO' Nest S05.54 feet# said distances being measured. respectively at right angles to and slonq the South boon - dart► line of said Government Lott and running thence South 67134*00' Past 360.55 feet to an iron pipet thence continuing South 67•3G'00' Cast 50 feet, more or least to the bank of Green River, and the ter- minus of said line. A;"n EXCE.." that portion of Government Lot 6, described as fellowst BEGINNING at the Northeasterly corner of said Parcel At thence South 17+28'13" hest along the 10:%aterli line of said Parcel A a distance of 1299.52 feet, more or less* to the Easterly line of said Govern- ment Lot S. and the TRUE POINT or ntRimim:t thence Southerly along avid Easterly line a distance of 143.39 feet. more or less,' to an intersection with the Easterly projectlnn of the Southerly flue of said Parcel At thence North 660319270 Nest 37.48 feet along Bald line to the Southeasterly corner of said Parcel At thence North 17.28113' East along the Easterly line of said Parcel A, 131.54 feet to the TRUE POINT OF BEGINNING. AND EXCEPT That portion lying within the above*deseribed Parcel A. SUBJECT TO n Flood Control Easement 30 feet in width that ls,parnllel to and landward of the top of the river bank as constructed or recon- structed over the Southerly Portion of Parcel e, as recorded under Auditor's File Nos. 6027013 and 6027015, SUBJECT To a water line easement over, under and across the Southerly 15 feet of Parcel A, as recorded under Auditor's File No. 7412200369. SEGALE BUSINESS PARK SHORT PLAT - LOT l LEGAL. DESCRIPTIONS That portion of the North half and Government Lots 5 and 6, ALL o Section 35, Township 23 North, Range 1 East, W.y., in Ring County, Washington, described as follows, at thence Nor the Northeast corner of said Government Lot 6; thenNorth 87.56.03` West aloe feet to the POINT OF BEGINNING thence the North line thereof, 134.4S { 474.08 feet= thence South 70.47.08•North 17,28,17, East, North 17.28.17` East, 393.90 feetT thence South 87.50.09•35.02 feet; nce 210.53 feet; thence South 17•28.13" Nest, 856.90 feet to tEast. North line of said ^,overnment Lot S 27.28.130 West, 567 South -17 feet; thence =North thenc660311270 West. 239.40 M feet; thence North 17•28•17• East. 476 %7 see! ,o ,hi ;....«.. BEGINNING. ••... vi dj TOGETHER WITH a non-exclusive easement for Ingress. e9rcas a.,d Utilities purposes, 60 feet in width, having 30 feet on each side Of the following described centerline: BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of Section 35 23North. Range 4 East, W.H., in King County, Washington;Township 2t North. 07•44156• West, 470.00 feet to a nathence South Point 'B`; thence continuingSoutho07* hereinafter designated thence along a curve to the ri 0 in 56 West, f2,5 feet; through a central angle of 22•?ht, having a radius of 2,500 feet, feet; thence South 29•14.18• West 242an arc distance of 937.65 66.terlIn'27* West, 1,158.34 feet to the terminus toftthis eeasement North centerline. EXCEPT that portion thereof within South 180th Street. TOGETHER WITH; beginning at Point •8• terline► thence North 07.50.09• Hest described on the above cen- Of a centerline having3 • .130.75 feet to the terminus 0 feet of *ridth on each side. SUBJECT, HOWEVER, to the right of Ow ner and Ow's succesors title, to relocate said easement within Segalenerdusinese PArk onin the following terms and conditions, (1) Any such relocation shall perpetuate similar rights of in-r grease egress and utilities to a public road; (2) The width of said relocated easement and facing thereof shall be the phys cal aur- similar to that of the initia (3) The route of said relocated easement easement; direct access to a public road; shall afford reasonable (4) The exptraee vi such relocation, Includin and surfacing thereof, shall M the sole respOr onsibility g the constructionof Owner •• ,. !•' gecnrr in tit.c. Ponsibility of - O►+ner 141065 512185 Page 4 eP g TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 60 foot wide strip of land surrounding and adjacent to an existing building line, which is described as follows: That portion of the Southeast quarter of the Northwest quarter and the Southwest ! - S of 6 SEGALS BUSINESS PARR SHORT PLAT - Lot 2 LEGAL-DESCRIPTiONt. ` That°portion of covernment'Lot 6 in Section 35, Township 23 Northr-Range 4 East,;N.N. in xing„County. Washington, described as follows: a ,- Comanenaing "at ;.the Northeast corner... said Government Lot 6^t thence Korth @7!56'03'.Nest along,the,North line thereof, 134.49 tset'totthe Point ot;.`,Deginningt thence,:South 17•281170 West# thence North 660321127.0..: Nest,' 256.47 feet] thence :along a"curve to the right having it'radius of 50 feet, through a central'angle of.91.321590 an arc distance of 79.89 feet to the 'Southeasterly margin bf the Anna Mesa County Road (57th Avenue ,,South)' thence North`25'01`32" East along said road margin 325.51 feet to'the North line of said Government. Lot 61 thence South 87115610P East along said North line, 266.17 feet to the Poi t -, ; 8eginninq. n o1 . ; ^ , to the POINT OF BEGINNING. O O1! SUBJECT TO a non-exclusive easement for ingress, egress and utili- ties purposes over, under and across that parcel of land described as follows: portion of the above BEGINNING at the Northeast corner of the said parcel, thence South 02*24112" West, 64.30 feet, thence North 66-31127" West, 7'00 feet, thence North 23028'33" East, 60.00 feet; thence South 66031%27" East, 303.89 feet to the POINT OF BEGINNING. SUBJECT, HOWEVER, to the right of Owner and Owner's successors in title, to relocate said easement within Segale Business Park on the following terms and.conditionst ingress, egressrelocation utilitiesshall toerpetuatea public similar rights of public roads (2) The width of said relocated easement and the physical cur.facing thereof shall be similar to that of the initial easement, (3) The route of said relocated easement shall afford reasonable direct access to a public road; (4) The expenses of such relocation, including the construction and surfacing thereof, shall be the sole responsibility of Owner or Owner'a successors in title. 14065 5/2/85 fftm 7 op s SEGALE BUSINESS PARK SHORT PLAT - Lot 4 'LEGAL DESCRIPTION, That portion of Government Lot 6 in Section 35, Township 23 North. `Range 4 East, 1t.M., in King County, Washington, described as follows . Commencing at a point, which was originally marked by an iron pipe,.::on the Southeasterly margin of the Anna Mess County Road (57th`Avenue South) and from which paint the Southwest corner of the said Government Lot 6 bears South 020021430 West, 313.17 feet and North 87057117"-West, 505.54 feet, said distances being mea- sured,`respectively, at right angles to and along the South boun- dary line of said Government Lots thence North 660311590 West, '1.64 feet to the Southeasterly margin of said County Road as it exists, and the Point or Beginnings thence North 2S'01032" Fast `:along said road margin 2SL.42 :cat; thence S<inth 640581280 East .,perpendicular to said road margin, 782.80 feet to the East line of said Government Lot 6s thence South 020241120 West along said East line, 17.01 feet to the North line of a Flood Control ease- .ment and right-of-way as defined in King County Resolution No. 31833 as recorded under Auditor's File Nos. 6014672 and 60270151 thence Westerly along said right-of-way line of the following courses, along a curve to the left, the center of which bears South 13001138" West, having a radius of 1600 feet, through a _.central angle of 070301440, an are distance of 209.78 Teets thence along another curve to the left, having a radius of 420 feet, the center: of which bears South 040271060 West through a central angle `:of 190431380.an are distance of 144.61 feets thence South 740431280 ``.West, 157.00'feet to a point from which thePoint of Beginning bears North 660311590 Nests thence North 66031159" West, 343.91 feet to the Point of Beginning. f4065 3/13/85 FN.e a OF a L ;i3.1%,o/f3'sV .. r I .., ;.«; Y', ;.. +K 1 .✓ A F yr:kA.' rig ' Ap L : P'.iq' r• Hai'4 ' 1, A .;'i JR ' "`"' 'h eF-{f i Wr f- N" M' oJ r k "'' rw ' .4 . .^;-k 44 3J x+F 4.r A '"'.; ♦ i/ f a > n y .. ,'' r -d'1 h L •ems °a G' :: r h ke kv oy V ) . rr:t ia7 F y ,i:fG • r' xw L 'y f ✓ _/u .! not a. ',` D 3 ..5 yf ... ' : t: /. ;V. tip SLalled by Sc-galof imnd:vhil or the instal.1,1tion o f a , porm within Secale B1, Aw A "A" hr.-rcLo. soc ):,,xhibit6, 13 ";c(I'lle will pay the OS I Of v.,itcrmains within Sccjalc;lnul funds appropriated th6rcroj ,:ral [L]rld!; may be suffici n tc ; ing Lhe water to tha-pr p6"rt i-.incl approximately South,-194t . 11 1, South to an casement wljjctj�xJj; South, and involving a COOTIC to an existing 18-Inch Mai of Funds are not cjranted,sernle 0110 Of 010 fOlIowj.n?4:'...':. ; A. Connect 'to' "t'h, Strc(-L, adjacent to his p'ropertm 4uirecl to pay for bringi4,,,%"t0i droperty and for the Conneclioonn South ].Z;Oth STrcc-t) B. Connect with`. ei:iE ccnL(!-r ViIr).%-IIY at South luEfth -St segale 01. City of Tukwila-to:dns front exinLing watcr-:syst I� 4i Ax I 1.Z t'a "4,j Ir lbz, ka it �u; 4A '.4'0 nhal I bc- for ca c, I 'juirinq vntcc; and the ,malt Of the property (or across,, t lic caso n.-,y lj(!) , and the,:,-11 P011Y I j110 Of. Lho ncxL lot'. tiv; if and %,:'hon the.110), %:,I Lc r . )'C!C(-iV(,'d by !ic'loct in writing ono a f;.+j ,lcncc thn inntalllLion of; i ;1horc the installation'. .'ire required by this and cOmPlCtCd with reamon6L reasonable period of s t- r i c t .1 .)(10(juacy of said temporary % ;:nd the maintenance 0 f .'said sibili.f. y of Scgn.u'. 6 . As POrMinert: i (witc-t-11cIr t1rOU(Jh I'DA fina'pc: grant to the DistricL, from. righLs-of-wny for the cons Li 1 , :i nd roplarvniont or purma'ni-iii necessary rights Of ingroian I ,PIP 4 In addiLion,-':J)cf 041l't-1 loy tho Dintriet Or W41,0r ;44 1 43. thron,lb it.litt pi,ling. r,(-jljjjj tho Dintrivt a hill of Salo, 10716 A;; up i hyo I Yvd and Mal I i-xocuto, W mmu"mary permanent a4soM n all ti- trMal form required by It 'via' 'r all C.mamplc - of which Is TWO, lie 20 foot in wtdth for com . . . . . . . . . ....... 7 1 Vim '-r!dUCed to a 15-foot W1dLh for maintonshe'e"m ?urrmsm and parmanont In time, l,ltndugfi ot 6. nay ::harp said eanoment, nova r the le'sn'" . rkmaj&mjuj�n j a n4 adem quato :;pace and room Hall to 61 T installing and maintaininq said mains _purpoaom referred to ainwo, If Sagalo, desires .".t6j'ailift"A'i 900 Zion wiLhin the Segais outlLne. sa 1, r aOfi--.ta ar ,1anvnL watorkainn, the cart of rc It►CL1tiQYi tin -j- -ad Bills plof"JI I,", by I)DI-11 by but revJncd odq6M ntojfl� :alp: shall first her executed And ANIV01. Ste vtz Q" to euvor the change of locaL a A 7. 019trict will asmume:A1 of conUr"etion, maintenmac, repair "rind 4uplic'emnt for At na i d permanent water I I non alld W11' K tne l-wformanro by Srgale of his abli4ailon! hscnin, cluding but not limited to the grant of.:04selitent . 6roforrood . to herein and the execuLinn of such jlis%';O Sale.. Ito MAY e WPM. vj 'NA !- roquirod or r<•rin-,Ir•el by the Dint rict Onvuring any of said main^, N. ;c•n,rle shall fray for :a 10-inch meter, unl(!an an Wor-Lin mvt,•r• in provided by thV City CC 'lhrkwi.ln, •.:hen I:,, rman-nt 3>imT mains are t:un,t.MnMd (in their 1-0 initial phann), ur ;;rruner if the Dintr.i.ct neadn or re- ti lui.res IN, DUtricWh 6-inch meter, which is prosently L�1 :)(sing used Ly Sr.•;J,r I o. 'V 9. The ;urnishing of water to the temporary l.inu(n) along "n" Strom which .in (are) prcnently connected t_n ihrr Tuhw la nystem, shall be limited to the periorl ending August; 31, 1974, uniesm such period is extended by the City of Tukwila, Thu furnishing of a:ater either through t.cmporary or permanent mains in conditioned wrong other t.hingm upon Segale's performing all of the terms required of him by this agreement. Water servico shall be at doing rate:;, 1.0. This allmomnt shall inure as to .its bane - fits and burden:; to the parties hereto and their respective successors and assigns. It in understood this; agrnermint shall he rccnrded in order to put prospective or future: purchasers of tho property on notice of. Lheir r, ir�ht:: trnd obl igations. DATED this '7 �; day of 1974. KING COU PY iJA'rt:R Drsrtzrcr NO. 75 c•cale, marry<c! li'onry li, ylc,�hresi c•ni: nun, deal .i r1<1 i n It i;; awn sell- arate l.woperty and cry rtrMY i r -%- i:vl<• Lindhlat;.~5<�CYI•I',rrv� ..,. ... 0V CQW:11111 or K.I?.,r On thin day df th", 1111der.signod, a Natary6 Pl; of Wa:01illc1ton, cluly cc)jL-jjSSjon0d. Ill 11, bYLE arid to be the ProsideiiL rand Sccretnry;, CO',1::TY WATIM DISTIUCT NO.'!,7 J, nxecuUrcl SO foregoing instrumona" said QSLrunont: Lo he the fradfland, a.' said corporation, for the ofinni; !'t'nt"`:lod, and 011 oath stated thaw tc) ( :-:QCULO the said instrumonjYja0i ' in Llw Corilara to vein Of said COrjx WTTNUSS my hand AndTfIc Ocl th(-• clay and year in this *.c.o;rf 14, oTATI; OP WASHINGTON COUNITY OF Y. LNG On this day of :-Io, thc tnd rs-ijlb ,Zo-Eary Public, p an MR A. SiiGALE, to me knownto ben le-1 SO CXCCUL,d tho within and foragoid "Instrtimbn JQdfj,N1 that. he signed and goalod tbe,* flamo a VaJuntary act and deed, for th&Q"s0A"T8knd-'--p"%j G2VLN under my band and offlolal'" and year Jn this 10 ;2 74 11" Moro "I" a state %w-, ? AW 00 klitown AS M 171 k. . w- z Adylok I . ._ Ml 'Lap, —m J LAI. 11010 1& ASSOCIA,us COYNC/l. 11,W; C/VC.' IN! k cs N"M 1Z, Z4 I z, 14 /jo ,Exhibi CA O! UY: tyIA r r OM 4 . u fihP . ,t x I •! IzI if kqp Jf- .. µ t j; „ 'j ice, , %( 7 ; r• 'O iii tv r t ) •Y • 1` , r 1 U SIP Lr . 5: ' {+ t -x .d f d tn'r t, a.7 •s ' X. t' •'7 + r { + - t f a : c , • ,.._.. . J - l;• • "; ,y, ° :, ' , ' .,ram !7'`' All ot 'VI SO 4. -14 i ..: " •' ~'"fit "fw y3'r { . ,•f •11 '/' / •) i .'T4_Y y ' ,y ,`'!•i4 •i!!•C •4 Y"<SA i ^tl1 "K .yy^,1) r %. rq ..' }f•sy1 SETT j wM 1i.. t of ,`, % ,' ' { - .• .t"` x "rk`J r',} Y•{ 0" t n ib { •i h ,y%f J ,'. i i!hJ rtw • .if1 ?J Logal Descr ptionn r y A portion or Section 35,.Township 24 a l7orth.' Rongo 4.,E if.I1., • in Tukwilar fKinq County.'tcashington.'6 . 111 Tye w:s`i+'jX] `-' a h .4 tfi.T'r : Ay° riY ° •t' +'^ i. Ilk 7 1 Exhibit A 2• v 4,4 lr rr i + !Yr • '. •.ri1a'a° ' r..f 'zik 1+r.¢ + e y' Y s ... . jp,. .dQ . E.ARE1117N'r POZ UATIZC 117 h?LINt; TIM" Grantor , MARIO A. SEGAL%, a married man, dealing in hos otrn scparaLe property and antato does hereby grant to 1dATER DISTRICT Na, 75, Icing County, llnnhin: - ton, a municipal corporation, Grantee, its successors and nonirns, nn cnsercnt anti ri:;ht-of-way over, through, under, across, upon and in the follc:in : described property situated in the Cite of :tin_- County, 4Fashington, to -wit: for the construction, o:,crat-ion, rnintennncr_, repair and/or re- placement of a water pipeline and n:)purtenrnees thereto, together with the ri.aht Of inureor, and egress to and from said easement for all purposes necessrtry r.nd relr_teC.. thereto. This easement is granted with the understnndin„ that the property affected will be returned to n condition equal to its on-inal condition upon completion of nny construction. The Grantee agrees to indemnify and save harnleor the Grantor from any liability or d mnZe accruing to the Grantor arising from the " or :;cts of: the Brame., DAT•i'D tltic; d.cy )[' STWT OF UM II;:CM ) C t-,%:•C'i 0:' KI;;C ...,. On this day of 19G before PC, the unAr.^,igiled 'Notary PuoliY e; per soonTI appeared tv ric GL:G:n: to i116 ltl(t1Plt11a1 -iio e::ecueeT"t ,Tc whin and fon:oin; irtstrurxnt and ackno _led, that arl scaled the arr :,:, he si ncd free and voluntary act and deed, for tl;e uses Ind purposes therein mentioned. Gf "-V,' under ny hand and official se1cl 1. the ay and year in this certificate above written. ;:Ci.1:;Y PGL'i i` in an' or t te at`c of Unshin ton, residing at S'.Cisi'I:; OF l Tltii;{IiiC•1'0.r ) .. COU:;'.iY 01' KIINM ss. On this day o , ].9C , before me, the undersigned, a r]otlry ).'u lu it :uu of t';;shington, duly c raissi.oned and .;o_rn -for tEe` tate ed crsonall< <lppertr- to i.:r_ :noon to and e tie _ ]'res .c.cnt anc terry, respectively,crc- the corporation that execute the coregoin" 1.nstrL.. ..C. r.. + nchnowlcdjed the said instrument to be the free and voluntnry act and deed of said corporrntion, for the uses and purpooes therein (:cntioned, and on oath stated that nuthori ed to enucute the said inntrur..cnt and that: c:ic ;;c:: i affixed is the corporate seer]. 01' aid col•!:ornti.cu. UITIIESf; My hall(] nnc] official seal. hereto ni%i;xd t::c day and year in this certificate al.ovc written. I'k"L",.t IT ;ll.lt: iu nnif l.ot' liici i(r of ldnsihin^,Coil, resi.din,r; ; ;. RECEIVED MAY 3 0 2012 COMMUNI I t DEVELOPMENT Rd=Addmn LA PINTA LIMITED PARTNERSHIP ATT; BILL ARTHUR Nerve Address P.O,BOX 88028 City. State .Zip TUKWILA, WA. 98 1 38-2028 • • N...1.stun«pinrpu.m..HuwH•u«mmmNp••.p«H.NN..nw«•r.w«.H•««N«•m/N/«.p••.w«yrN. DocumentTitfe(r){oruaasactionscoataiaedtheretn): i DECLARATION OF EASEMENT AND RESTRICTIONS 2. 3. 4/«.HNN.N.H•••.•.•NN/Nr.p//«./N.NI.N«N.N.N.N.N•N••N.NN.«N....... N«. Ll1NINNpNNN.•N••pMMNr O Reference Numbcr(s) of Documents assigned or released: FILED FOR RECORD AT THE REQUEST OF (on page ofdo=ments(s)) TRANSNATION TITLE INSURANCE CO •...N....................................................... NN.NHHH.H.. ........ Grantor(s) (Last name first, then first name and initials) (,D l LA PINTA LIMITED PARTNERSHIP,A WASHINGTON LIMITED PARTNERSHIP 2. r') 3. 4. 5. Additional names on page ..... of d cement. ...H....................«..«... NNN.H•H..HHN.NIIHH......rIN1...H/. «/ ............rp.. Grantee(s) (Lau name first then first name and initials) I. LA PINTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP. 2. 3. 4. S. Additional names on page ofdocvment .......N.........N.HN.................. NHNH..pr..............p...H..HHHNN..44 N H«. N.Np....prp WN. Legal description (abbreviated: i.e. lot, black, plat or section, township, range) PTNGVTLI0 2 SECTWN 23 RG 4 tltl a is on yaje S To t o oytcdraettt. .HHH.H.HHNNYHH./IH.HNH.N.. «........ .NH•..H..........HHI.NI.«.r ..... HHHHH.........HNHH.. Assessor's Property Tax Parcel/Account Number 3' 33c' -cc groo3cr., C Is, c-ll ,c•II , 1lc1 .........Additional legal Is on page ofldocumen :............. ......................................................................... The Auditor/Reeorder will rely on the information provided on the farm. The staff will not read document to verify the accuracy or completeness of the Indexing Information provided herein. .....................................................................e........................................ WAsHINCTON STATE COLIM AUDrMRIRF.CORM'a INDEXING FORM (Cover goo) Form 726! -2 y : ' T.1y k'nv 0"! lig50 wp— tlir j' 401 DECLARATION OF EASEMENT AND RESTRICTIONS RECITALS 1. La Pianta Limited Partnership, a Washington limited partnership, is the owner of certain real property commonly known as Segale Business Park and located, in part, on the real property (hereinafter referred to as the "Property") more particularly described on Exhibit A attached to and by this reference incorporated into this Declaration. 2. La Pianta desires to adjust the boundary lines of various parcels of land that constitute the Property, the consequence of which will be that certain building and other structures may lie closer to the adjusted boundary linc(s) than is otherwise permitted by the Uniform Building Code as adopted by the City of Tukwila. The City of Tukwila has agreed to permit the boundary line adjustments provided that La Pianta t declares an easement and restrictive covenant on each of the parcels that are a part of G the Property to provide for set backs from nearby buildings, streets and other improvements that meet set -back requirements under the Uniform Building Code as adopted by the City of Tukwila. O W 3. La Piants wishes to impose or: the Property, and on each parcel of land 0 that is a part of the Property (each such parcel being referred to from time to time as a "Parcel"), an easement and restrictive covenant to effect the purposes described abo-.e. DECLARATION OF EASEMENT AND RESTRICTION NOW, THEREFORE, La Pianta grants, for the benefit of the Property and each Parcel, an easement ("Easement") on each adjacent Parcel for set -backs from all ; Declaration, which are declared to be for the purpose of enhancing and protecting the value, desirability, and attractiveness of the Property and Segale Business Park and for the benefit of the owners thereof, their heirs, suczessors, grantees, and assigns. DECLARATION OF EASEMENT AND RESTRI(.. nONS PACE i 124267.OM313 61499 . All provisions of this Declaration shall inure to the benefit of and be binding upon all parties having or acquiring any right, title, or interest in the Property or any part thereof, and are intended to be and shall in all respects be regarded as covenants running with the land. Dated this / day of , 1999. DECLARATION OF EASEMENT AND MTRIMONS ii4367-0W213 La Pianta Limited Partnership: By: Metro Land Development, Inc., a Washington corporate , its general partner M.A. Segale, sident PAOE2 614M STATE OF WASHINGTON ) ) ss. COUNTY OF &%n ) On this 41"'day of ' ,,_, 1999, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared M . A e , to me known to be the person who signed as of Metro Land Development, Inc., the corporation acting as general partner of La Pianta Limited Partnership, a Washington limited partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of Metro Land Development, Inc. as general partner, and of La Piante Limited Partnership, for the uses and purposes therein mentioned, and on oath stated that ` was duly elected, qualified and acting as said officer of the corporation, that was authorized to execute said instrument on behalf of Metro Land Development, Inc., and that the seal affixed, if any, is the corporate seal of said corporation, and that the corporation was authorized to execute said instrument on behalf of La Pianta Limited Partnership. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and yea, first above written. A-4L clt L H ,h1 °a.•••.•.... ale h11 trt (Signature of tary) .61 .`4$%On a*•hr* W*OTARY N i •v ;• rPUBLItgi rr'4 ,OF'WAS wi OECIARATION OF EASEWENT AND RESTRICTIONS 1242674W2P a.rL L l 3•R.... (Print or stairip name of Notary) NOTARY PUBLIC in and for the State of Washington, residing at My Appointment Expires: t PAGE 64W Exhibit "A" Page 1 of 6 DECLARATION OF EASEMENTS AND RESTRICTIONS Executed by La Pianta Limited Pgrtnenbip Dated June 4,1999 LEGAL DESCRIPTION: PARCEL A — THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND GOVERNMENT LOT 2 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87° 50' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 02' 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH ISOTa STREET; THENCE SOUTH 87" 50' 09" EAST ALONG SAID SOUTH MARGIN, 947.68 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 02° 09' 5 1 " WEST, HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 84- 24' 55", AN ARC DISTANCE OF 73.67 FEET; THENCE SOUTH 07' 44' 56" WEST, 879.08 FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2.530.00 FEET THROUGH A CENTRAL ANGLE OF 08' 25' 4T', AN ARC DISTANCE OF 372.23 FEET TO A POINT ON THE SOUTH LINE OF SAID SUBDIVISION; THENCE NORTH 87° 56' 03" WEST ALONG THE SOUTH I' LINE OF SAID SUBDIVISION, 61.91 FEET; THENCE NORTHERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 73" 28' 16" WEST, HAVING A RADIUS OF 2,470.00 FEET THROUGH A CENTRAL ANGLE OF 03" 24' 28", AN ARC DISTANCE OF 146.91 (l FEET; THENCE NORTH 69' 15' 04" WEST, 55.31 FEET; THENCE NORTH 30° 55' 15" WEST, 52.59 FEET; THENCE NORTH 82° 15' 04" WEST, 197.64 FEET; THENCE SOUTH 07° 44' 56" WEST, 48.23 O FEET: THENCE ALONG A CURVE TO THE. RIGHT HAVING A RADIUS OF 477.47 FEET tD THROUGH A CENTRAL ANGLE OF 13° 00' 00 AN ARC DISTANCE OF 108.33 FEET; THENCE C^ SOUTH 20° 44' 56" WEST, 910.96 FEET; THENCE NORTH 66° 31' 28", WEST 671.93 FEET TO THE MOST SOUTHEASTERLY CORNER OF LOT 1 OF THE CITY OF TUKWILA SHORT PLAT NO. 85- 19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619; THENCE NORTH 17° 29' 13" EAST ALONG THE EASTERLY LINE OF SAID LOT 1, 1424.07 FEET; THENCE NORTH 87^ SJ' 10" WEST ALONG THE NORTH LINE OF SAID LOT 1, 210.53 FEET; THENCE SOUTH 17, 28' 1 T" WEST ALONG THE WESTERLY LINE OF SAID LOT 1, 27.34 FEET; THENCE NORTH 20° 59, 11" WEST. 58.03 FEET; THENCE NORTH 13" 37' 53" EAST, 70.41 FEET; THENCE SOUTH 37' 50' 09" EAST, 342.7.1 FEET; THENCE SOUTH 02° 09' 51" WEST, 36.00 FEET; THENCE SOUTH 87° 50' 09" EAST, 902.76 FEET; THENCE NORTH 07' 44' 56" EAST, 349.56 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 95' 35' 05", AN ARC DISTANCE OF 83.41 FEET TO A POINT ON TH -' SOUTH MARGIN OF SOUTH 180TH STREET; THENCE SOUTH 87' 50' 09" EAST ALONG SAID SOUTH MARGIN, 160.76 FEET TO THE TRUE POINT OF BEGINNING. • Exhibit "A" Page 2 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Pionta Limited Partnership Dated June 4, 1999 LEGAL DESCRIPTION: PARCEL B — PART OF T.L. I8 THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 5; THENCE SOUTH 87' 56' 03" EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 5 1141.94 FEET TO A POINT OF CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE GOING IN A SOUTHERLY DIRECTION ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 73° 28' 16" WEST HAVING A RADIUS OF 2470.00 FEET THROUGH A CENTRAL ANGLE OF 09° 57' 44" AN ARC DISTANCE OF 429.47 FEET; THENCE NORTH 69' 15' 04" WEST 95.77 FEET; THENCE NORTH 20° 44' 56" EAST 12.00 FEET; THENCE NORTH 69° IS' 04" WEST 190.00 FEET; THENCE SOUTH 20° 44' 56" WEST 511.97 FEET; THENCE SOUTH 661 3 V 28" EAST 253.17 FEET; THENCE SOUTH 290 14' 18" WEST 75.38 FEET; THENCE SOUTH 66° 3 V 39" EAST 262.75 FEET TO A POINT ON THE WEST LINE OF A FLOOD CONTROL EASEMENT AND RIGHT-OF-WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015; THENCE NORTHERLY ALONG SAID EASEMENT AND RIGHT-OF-WAY LINE THE FOLLOWING COURSES. NORTH 13° 55' GO" EAST 17 84,58 FEET; THENCE NORTH 22° 32' 00" EAST 115.31 FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 560.00 FEET THROUGH A CENTRAL ANGLE OF 23° 39' 57" AN 0 ARC DISTANCE OF 231.31 FELT; THENCE NORTH 46' 12' 00" EAST 200.00 FEET; THENCE cl ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 460.00 FEET THROUGH A CENTRAL r- ANGLE OF 25° 46' 59" AN ARC DISTANCE OF 207.00 FEET; THENCE ALONG A CURVE TO THE Q LEFT HAVING A RADIUS OF 1000.00 FEET THROUGH A CENTRAL ANGLE OF 06' 47' 12" AN ( ARC DISTANCE OF I ISA5 FEET; THENCE LEAVING SAID EASEMENT AND RIGHT-OF-WAY yr NORTH 66* 54' 13" WEST 339.39 FEET TO A POINT OF CURVATURE; THENCE GOING IN A NORTHERLY DIRECTION ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2530-00 FEET THROUGH A CENTRAL ANGLE OF 02° 33' 00" AN ARC DISTANCE OF 112.60 FEET TO A POINT ON THE NORTH LINE OF SAID GOVERNMENT LOT 5; THENCE NORTH 87' 56' 03" WEST 61.91 FEET TO THE TRUE POINT OF BEGINNING. Exhibit "A" Page 3 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Pianta Limited Partnership Dated June 4,1999 LEGAL DESCRIPTION: PARCEL C — THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 6; THENCE NORTH 87° 56' 03" WEST ALONG THE NORTH LINE THEREOF, 400.66 FEET TO A POINT ON THE EASTERLY MARGIN OF ANNA MESS COUNTY ROAD; THENCE SOUTH 25° 01' 18" WEST ALONG SAID EASTERLY MARGIN 438.87 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 25° 01' 18" WEST ALONG SAID EASTERLY MARGIN, 439.33 FEET; THENCE SOUTH 66' 36' 37" EAST 496.59 FEET; THENCE NORTH 23' 28' 33" EAST,431.62 FEET; THENCE NORTH 66° 29' 11" WEST 152.93 FEET; THENCE NORTH 62' 54' 45" WEST 52.09 FEET; THENCE N 65° 47' 42" WEST 269.94 FEET TO THE POINT OF BEGINNING. • Exhibit "A" Page, 4 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Plants Limited Partnership Dated June 4,19" LEGAL DESCRIPTION: PARCEL D - THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT, WHICH WAS ORIGINALLY MARKED BY AN IRON PIPE, ON THE SOUTHEASTERLY MARGIN OF THE ANNA MESS COUNTY ROAD (57T" AVENUE SOUTH) AND FROM WHICH POINT THE SOUTHWEST CORNER OF THE SAID GOVERNMENT LOT 6 BEARS SOUTH 02' 02' 43" WEST, 313.17 FEET AND NORTH 87' 57' 17" WEST, 505.54 FEET, SAID DISTANCES BEING MEASURED, RESPECTIVELY, AT RIGHT ANGLES TO AND ALONG THE SOUTH BOUNDARY LINE OF SAID GOVERNMENT LOT; THENCE NORTH 66' 3 V 59" WEST. 1.64 FEET TO THE SOUTHEASTERLY MARGIN OF SAID COUNTY ROAD AS IT EXISTS, AND THE POINT OF BEGINNING; THENCE NORTH 25' 01' 32" EAST ALONG, SAID ROAD MARGIN 215.13 FEET; THENCE SOUTH 66' 36' 14" EAST, 486.58 FEET; THENCE SOUTH 23' 28' 47" WEST, 97.92 FEET TO THE NORTH LINE,OF A FLOOD CONTROL EASEMENT AND RIGHT-OF- WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015. THENCE WESTERLY ALONG SAID EASEMENT LINE THE FOLLOWING COURSES: THENCE ALONG A CURVE TO THE LEFT, HAVING A i7 RADIUS OF 420.00 FEET. THE CENTER OF WHICH BEARS SOUTH 10' 47' 56" EAST THROUGH A CENTRAL ANGLE OF 04" 28' 23" AN ARC DISTANCE OF 32.79 FEET; THENCE SOUTH 74' 43' 14" WEST, 157.00 FEET TO A POINT FROM WI4ICH THE POINT OF BEGINNING BEARS NORTH 66' 31' 59" WEST; THENCE NORTH 66' 31' 59' WEST, 341.96 FEET TO THE POINT OF BEGINNING. V• Exhibit "A" Page 5 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Plants Limited Partnership Dated June 4,1999 LEGAL DESCRIPTION: PARCEL E -TAX LOT 18 THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER WHICH ADJOINS AND LIES BETWEEN THE SOUTHERLY EXTENSION OF THE EASTERLY LINE AND THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619, AND LIES NORTHERLY OF SAID RIVER; TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 2 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., WHICH ADJOINS, LYING SOUTHERLY OF SOUTH ISO'" STREET, WESTERLY OF THE GREEN RIVER AND EASTERLY OF LOT 4 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 93- 0085, RECORDED UNDER KING COUNTY RECORDING NO.9311301961; AND TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 5 LYING WESTERLY OF rHE GREEN RIVER AND LYING EASTERLY OF A LINE ESTABLISHED IN KING COUNTY RESOLUTION NO. 31833. AND A.F. NO. 6014672, & 6027015, AND TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. DESCIUDED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 5: THENCE SOUTH 02" 24' 12" WEST ALONG THE WEST LINE OF SAID GOVERNMENT LOT 5,561.41 FEET TO THE TRUE POINT OF BEGINNING: THENCE NORTH 66° 3 V 28" WEST 533.21 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 91° 32' 50" N AND ARC DISTANCE OF 79.89 FEET TO A POINT ON ANNA MESS COUNTY ROAD (57t" C AVENUE SOUTH); THENCE SOUTH 25' 01' 18" WEST ALONG SAID MARGIN OF THE ROAD 113.36 FEET; THENCE SOUTH 65° 47' 42" EAST 269.84 FEET; THENCE SOUTH 62' 54' 45" EAST v 52.09 FEET; THENCE SOUTH 660 29' 11" EAST 152.93 FEET; THENCE SOUTH 23' 28' 33" WEST 529.54 FEET TO A POINT ON THE NORTH LINE OF A FLOOD CONTROL EASEMENT AND RIGHT-OF-WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31833 AS RECORDED UNDER AUDITOR'S Fl!.E NOS. 6014672 AND 6027015; THENCE EASTERLY ALONG SAID EASEMENT AND RIGHT-OF-WAY LINE THE FOLLOWING COURSES AND DISTANCES, ALONG A CURVE TO THE RIGHT THE CENITR OF WHICH BEARS SOUTH 10° 47' 54" EAST 49.39 FEET: THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 607.50 FEET THROUGH A CENTRAL ANGLE OF 34° 1 I' 03" AN ARC OI.ST4NCE OF 362A5 FEET; THENCE NORTH 14` 01' 12" EAST 108.17 FEET; THENCE LEAVING SAID EASEMENT AND RIGHT-OF- WAY LINE NORTH 66° 31' 39" WEST 262.75 FEET; THENCE NCRTH Z' 14' 18" EAST 75.38 FEET; THENCE NORTH 66° 31' 28" WEST 887.50 FEET TO THE TRUE POINTOF BEGINNING; Exhibit "A" Page 6 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Ptaota Limited Partnership Dated June 4,19" LEGAL DESCRIPTION; PARCEL F - OFFICE AND STOCKPILE AREA THAT PORTION OF THE SOUTHEAST'/. OF THE NORTHWEST %, AND THAT PORTION OF THE SOUTHWEST ''A OF THE NORTHEAST ''A OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF SOUTHCENTER PARKWAY (57T" AVENUE SOUTH); AND LOT 2 OF THE CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. $505090619, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 2 SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 17' 29' 11" WEST. 476.52 FEET; THENCE NORTH 66*31' 29" WEST, 256.19 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET, THROUGH A CENTRAL ANGLE OF 91' 32' 41" AN ARC DISTANCE OF 79.99 FEET TO THE SOUTHEASTERLY MARGIN OF ANNA MESS COUNTY ROAD (57'" AVENUE SOUTH); THENCE NORTH 25' 01' 18" EAST ALONG SAID ROAD MARGIN 357.97 FEET; THENCE CONTINUING ALONG SAID ROAD MARGIN NORTH 19' 03' 12" EAST, 854.97 FEET; THENCE r2 CONTINUING ALONG SAID ROAD MARGIN NORTH 09' 45' "" EAST, 28.33 FEET; THENCE LEAVING SAID ROAD MARGIN NORTH 59' 25' 27" EAST, 73.85 FEET; THENCE NORTH 98' 02' 30" EAST, 103.77 FEET: THENCE SOUTH 87' 50, 09" EAST, 82.15 FEET; THENCE SOUTH 13' 37' ( 53" WEST, 70.41 FEET; THENCE SOUTH 20' 59' 11" EAST, 58.03 FEET TO A POINT ON THE :^r WEST LINE OF LOT I OF THE CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619; THENCE ALONG SAID WEST LINE OF LOT I SOUTH 17' 28' 17" WEST, 366.56 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF LOT I NORTH 70' 47' 56" WEST, 35.02 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF LOT I SOUTH 17' 28' 17" WEST, 474.08 FEET TO THE POINTOF BEGINNING, EXCEPT THAT PORTION, IF ANY, INCLUDED WITHIN THE FOLLOWING DESCRIBED TRACT: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 'V, OF THE NORTHEAST '/1 OF SAID SECTION 35; THENCE ALONG THE NORTH LINE THEREOF SOUTH 88' 54' 46 " EAST 247.29 FEET; THENCE SOUTH 05' 5 V 40" EAS"I 142.26 FEET; THENCE SOUTH 54' 52' 45" WEST 203.79 FEET; THENCE SOUTH 29' 26' 45" WEST 159.30 FEET; THENCE SOUTH 86' 58' 00" WEST ! 103.76 FEET; THENCE SOUTH 58' 20' 50" WE5T 100.50 FEET TO A POINT ON THE CENTER OF THE ROAD;THENCE FOLLOWING THE CENTI?P. LINE OF SAID ROAD NORTH 08' 43' 18" EAST 467.77 FEET TO A POINT ON'FHE NORTH LINE OF THE SOUTHEAST A OF THE NORTHWEST'/. OF SAID SECTION FROM WHICH THE NORTHEAST CORNER THEREOF BEARS SOUTH 98' 53' 32 " EAST 101.47 FEET; THENCE SOUTH 88' 53' 32" EAST 101.47 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 88' 53' 32" WEST ALONG THE NORTH LINE THEREOF 101.47 FEET; THENCE SOUTH 08' 43' 18" WEST BEGINNING; THENCE CONTINUING SOUTH 17' 59' 30" WEST 151.00 FEET; THENCE SOUTH 71' 43' 40" EAST 203.51 FEET; THENCE NORTH 16' 28' 50" EAST 151.08 FEET; THENCE NORTH 7 1 ' 43' 40" WEST t99.53 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION, IF ANY, INCLUDED WITHIN LOT I OF THE CITY OF TUKWILA SHORT PLAT NO.85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO.8505090619; SITUATE IN THE CITY OF TUKWILA, COUNT) OF KING, STATE OF WASHINGTON. • RetumAddress LA PINTA LIMITED PARTNERSHIP ATT; BILL ARTHUR Nsme Address P,O.BOX 88028 City,StaW.ap TUKWILA, WA. 98138-2028 l/....Ntl.......N.NN.N....................Ntl...N.tlN....... ",.....N.WN..NNMN...H...HNt.Nt • i DocumentTitle(s)(or transactions containedthesda): ` QCtoo3SP, ) i DECLARATION OF EASEMENT AND RESTRICTIONS 2. 3. .V).N.NNM.NWN..N.NN.NN.N.....N.N.tl.NNNNN.u.N.tl.N.tl....NNN...N.NM.INN.N..ItNNN.N.q..W.. V) Reference Numbcr(s) of Documents assigned or released: FILED FOR RECORD AT THE REQUEST Of (on page ofdornuneots(s)) TRANSNATION TITLE INSURANCE CO C .N..N........N............................................N.....................,....N.........N.............NNNNN.. Grantor(s) (Last aame first, then first ursine and initials) :0 I' LA PINTA LIMITED PARTNERSHIP,A WASHINGTON LIMITED PARTNERSHIP 2. V 3. 4. 3. Additional names on page of document. .....NN............N.......... ....N.. tlN. N..... N.N.........N...................0.....NN..tl..N.......NN.....NN Grantee(s) (last name first, then first name and initials) 1. LA PINTA LIMITED PARTNERSHIP, A WASHINGTON LIMITED PARTNERSHIP. 2. 3. 4. S. Additional names on page ofdocument. ........ N.............0 NN..................N.#...N.. N.N.NNNN. N.............N.NN.NN...............NN tlt.Ntl. Legal description (abbreviated: i.e. lot. block, plat or swdon. township, range) PTNi5gl -LQ SEC-335 TWN 23 RG 4 W ddi onat is on 5 To I n o doctin'em. ............. N.Ntl.tl.. N..t....lY..N........ N...... .t...tl...........................Nw..tl.. Assessor's Property Tas Parcel/Account Number 3 334,q-ccog,c-)03(,, s,>Ft )( ,c Il , ('119 Additional legal is on page of document. .............................................................................................................. The Auditor/Recorder will rely on the information provided on the form. The staff will not read document to verify the accuracy or completeness of the Indeidng information provided herein. ............................... ........ .................................................................... WASHINGTON STATE COt.M AUDITOWREMRMS INDEXING FORM (Corer Sun) Form 7265-2 Y(".-; TAY I n* pM' (Igf_0 R dw W- ■ DECLARATION OF EASEMENT AND RESTRICTIONS RECITALS 1. La Pianta Limited Partnership, a Washington limited partnership, is the owner of certain real property commonly known as Segale Business Park and located, in part, on the real property (hereinafter referred to as the "Property") more particularly described on Exhibit A attached to and by this reference incorporated into this Declaration. 2, La Pianta desires to adjust the boundary lines of various parcels of land that constitute the Property, the consequence of which will be that certain building and other structures may lie closer to the adjusted boundary lines) than is otherwise permitted by the Uniform Building Code as adopted by the City of Tukwila. The City of Tukwila has agreed to permit the boundary line adjustments provided that La Pianta t declares an easement and restrictive covenant on each of the parcels that are a part of 0 the Property to provide for set backs from nearby buildings, streets and other N improvements that meet set -back requirements under the Uniform Building Code as N adopted by the City of Tukwila. O 3. La Pianta wishes to impose or: the Property, and on each parcel of land that is a part of the Property (each such parcel being referred to from time to time as a "Parcel'), an easement and restrictive covenant to effect the purposes described abo-. e. DECLARATION OF EASEMENT AND RESTRICTION NOW, THEREFORE, La Pianta grants, for the benefit of the Property and ' ; Declaration, which are declared to be for the purpose of enhancing and protecting the value, desirability, and attractiveness of the Property and Segale Business Park and for the benefit of the owners thereof, their heirs, successors, grantees, and assigns. DECLARATION Of EASEMENT AND RESMI..TIONS PAGE 1 124267-0m2p &499 All provisions of this Declaration shall inure to the benefit of and be binding upon all parties having or acquiring any right, title, or interest in the Property or any part thereof, and are intended to be and shall in all respects be regarded as covenants running with the land. Dated this _,*- day of Ze, 1999. DF.CIARATION OF EASEMENT AND RESTRIMONs (141614)WI13 La Pianta Limited Partnership: By: Metro Land Development, Inc., a Washington corporate, , its general partner M.A. Segate,—Prdid9t PAOE2 6499 STATE OF WASHINGTON ) ss. COUNTY OF On this 41-1day of " .,, , 1999, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared M . A e to me known to be the person who signed as of Metro Land Development, Inc., the corporation acting as general partner of La Pianta Limited Partnership, a Washington limited partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of Metro Land Development, Inc. as general partner, and of La Pianta Limited Partnership, for the uses and purposes therein mentioned, and on oath stated that _J,% , was duly elected, qualified and acting as said officer of the corporation, that V,-y-- was authorized to execute said instrument on behalf of Metro Land Development, Inc., and that the seal affixed, if any, is the corporate seal of said corporation, and that the corporation was authorized to execute said instrument on behalf of La Pianta Limited Partnership. IN WITNESS WHEREOF I have hereunto set my hand and official seal the 02 day and yea, first above written. 2r QGE L ° .••••.•....•<< t++ (Signature of tary) f V .`,yg10lY C; ,%r* /1 s + aTARr' N: Et g (Print or stinkip name of Notary) PUBL1 i qj '• °f , s."' Grp~ js NOTARY PUBLIC in and for the Stato ++++,FOp''WpS ► r= of Washington, residing at ...• My Appointment Expires: t DECLARATION OF EASEMENT AND RESTRICTIONS 124I67-MI13 PAOE3 W4M _ Exhibit "A" Page 1 of 6 DECLARATION OF EASEMENTS AND RESTRICTIONS Executed by La Pianta Limited Partnership Dated June 4,1999 LEGAL DESCRIP'I70N: PARCEL A — THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND GOVERNMENT LOT 2 IN SECTIO14 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87' 50' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 02' 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH Ige STREET;'FHENCE SOUTH 87' 50' 09" EAST ALONG SAID SOUTH MARGIN, 947.68 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 02' 09' 51" WEST, HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 84' 24' 55", AN ARC DISTANCE OF 73.67 FEET; THENCE SOUTH 07' 44' 56" WEST, 878.08 FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2,530.00 FEET THROUGH A CENTRAL ANGLE OF 08' 25' 4T', AN ARC DISTANCE OF 372.23 FEET TO A POINT ON THE SOUTH LINE OF SAID SUBDIVISION; THENCE NORTH 87' 56' 03" WEST ALONG THE SOUTH 1' LINE OF SAID SUBDIVISION, 61.91 FEET; THENCE NORTHERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 73' 28' 16" WEST, HAVING A RADIUS OF 0 2,470-00 FEET THROUGH A CENTRAL ANGLE OF 03' 24' 28", AN ARC DISTANCE OF 146.91 ( FEET; THENCE NORTH 69' 15' 04" WEST, 55.31 FEET; THENCE NORTH 30' 55' 15" WEST, 52.59 FEET; THENCE NORTH 82' 15' 04" WEST, 187.64 FEET; THENCE SOUTH 07" 44' 56" WEST, 48.23 O FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 477.47 FEET THROUGH A CENTRAL ANGLE OF 13' 00' 00 AN ARC DISTANCE OF 108.33 FEET; THENCE C SOUTH 20° 44' 56" WEST, 910.96 FEET; THENCE NORTH 66° 31' 28", WEST 671.93 FEET TO THE MOST SOUTHEASTERLY CORNER OF LOT 1 OF THE CITY OF TUKWILA SHORT PLAT NO.85- 19•SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619; THENCE NORTH 17' 29' 13" EAST ALONG THE EASTERLY LINE OF SAID LOT 1, 1424.07 FEET; THENCE NORTH 87' 53' 10" WEST ALONG THE NORTH LINE OF SAID LOT 1, 210.53 FEET; THENCE SOUTH 17' 28' IT WEST ALONG THE WESTERLY LINE OF SAID LOT 1, 21.34 FEET; THENCE NORTH 20' 59' 11" WEST. 58.03 FEET; THENCE NORTH 13' 37' 53" EAST, 70.41 FEET; THENCE SOUTH 87' 50' 09" EAST, 342.73 FEET; THENCE SOUTH 02' 09' 51" WEST, 36.00 FEET; THENCE SOUTH 87' 50' 09" EAST, 902.76 FEET; THENCE NORTH 07' 44' 56" EAST, 349.56 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS 01' 50.00 FEET THROUGH A CENTRAL ANGLE OF 95' 35' 05", AN ARC DISTANCE OF 83.41 FEET TO A POINT ON TH : SOUTH MARGIN OF SOUTH ISP STREET; THENCE SOUTH 87' 50' 09" EAST ALONG SAID SOUTH MARGIN, 160.76 FEET TO THE TRUE POINT OF BEGINNING. , Exhibit "A" Page 2 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Punta Limited Partnership Dated June 4, 1999 LEGAL DESCRIPTION: PARCEL B — PART OF T.L 18 THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 5; THENCE SOUTH 87' 56' 03" EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 5 1141.94 FEET TO A POINT OF CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE GOING IN A SOUTHERLY DIRECTION ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 73° 28' 16" WEST HAVING A RADIUS OF 2470.00 FEET THROUGH A CENTRAL ANGLE OF 09° 57' 44" AN ARC DISTANCE OF 429.47 FEET; THENCE NORTH 69' I5' 04" WEST 85.77 FEET; THENCE NORTH 20° 44' 56" EAST 12.00 FEET; THENCE NORTH 69' 15' 04" WEST 190.00 FEET; THENCE SOUTH 20° 44' 56" WEST 511,97 FEET; THENCE SOUTH 661 31' 28" EAST 253.17 FEET; THENCE SOUTH 29° 14' 18" WEST 75.39 FEET; THENCE SOUTH 66' 3 V 39" EAST 262.75 FEET TO A POINT ON THE WEST LINE OF A FLOOD CONTROL EASEMENT AND RIGHT-OF-WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 3t833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015; THENCE NORTHERLY ALONG SAID EASEMENT AND RIGHT-OF-WAY LINE THE FOLLOWING COURSES. NORTH 13° 55' 00" EAST 17 84.58 FEET: THENCE NORTH 22° 32' 00" EAST 115.31 FEET: THENCE ALONG A CURVE TO THF. RIGHT HAVING A RADIUS OF 560.00 FEET THROUGH A CENTRAL ANGLE OF 23" 39' 57" AN ARC DISTANCE OF 231.31 FEET; THENCE NORTH 46° 12' 00" EAST 200.00 FEET; THENCE ( ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 460.00 FEET THROUGH A CENTRAL ANGLE OF 25° 46' 59" AN ARC DISTANCE OF 207.00 FEET; THENCE ALONG A CURVE TO THE Q LEFT HAVING A RADIUS OF 1000.00 FEET THROUGH A CENTRAL ANGLE OF 06' 47' 12" AN ( ARC DISTANCE OF 1 ISA5 FEET; THENCE LIiAVING SAID EASEMENT AND RIGHT-OF-WAY NORTH 66° 54' 13" WEST 339.39 FEET TO A POINT OF CURVATURE; THENCE GOING IN A NORTHERLY DIRECTION ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2530-00 FEET THROUGH A CENTRAL ANGLE OF 02° 33' 00" AN ARC DISTANCE OF 112.60 FEET TO A POINT ON THE NORTH LINE OF SAID GOVERNMENT LOT 5; THENCE NORTH 87° 56' 03" WEST 61.91 FEET TO THE TRUE POINT OF BEGINNING. Exhibit "A" Page 3 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Pianta Limited Partnership Dated June 4,1999 LEGAL DESCRtMON: PARCEL C — THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 6; THENCE NORTH 87' 56' 03" WEST ALONG THE NORTH LINE THEREOF. 400.66 FEET TO A POINT ON THE EASTERLY MARGIN OF ANNA MESS COUNTY ROAD; THENCE SOUTH 25° 01' 18" WEST ALONG SAID EASTERLY MARGIN 433.87 FEET TO THE POINT OF BEGINNING, THENCE CONTINUING SOUTH 25° 01' 18" WEST ALONG SAID EASTERLY MARGIN, 439.33 FEET; THENCE SOUTH 66° 36' 37" EAST 486.58 FEET; THENCE NORTH 23' 28' 33" EAST,431.62 FEET; THENCE NORTH 66' 29' 11" WEST 152.93 FEET; THENCE NORTH 62° 54' 45" WEST 52.09 FEET; THENCE N 65° 47' 42" WEST 269.84 FEET TO THE POINT OF BEGINNING. { • Exhibit "A" Page 4 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Plants Limited Partnership Dated June 4, 1999 LEGAL DESCRIPTION: PARCEL D - THAT PORTION OF GOVERNMENT LOT 6 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; COMMENCING AT A POINT, WHICH WAS ORIGINALLY MARKED BY AN IRON PIPE, ON THE SOUTHEASTERLY MARGIN OF THE ANNA MESS COUNTY ROAD (57T" AVENUE SOUTH) AND FROM WHICH POINT THE SOUTHWEST CORNER OF THE SAID GOVERNMENT LOT 6 BEARS SOUTH 024 02' 43" WEST, 313.17 FEET AND NORTH 974 57' 17" WEST, 505.54 FEET, SAID DISTANCES BEING MEASURED, RESPECTIVELY, AT RIGHT ANGLES TO AND ALONG THE SOUTH BOUNDARY LINE OF SAID GOVERNMENT LOT; THENCE NORTH 66' 31' 59" WEST, 1.64 FEET TO THE SOUTHEASTERLY MARGIN OF SAID COUNTY ROAD AS IT EXISTS, AND THE POINT OF BEGINNING; THENCE NORTH 254 01' 32" EAST ALONG SAID ROAD MARGIN 215.13 FEET; THENCE SOUTH 66° 36' 14" EAST, 486.58 FEET; THENCE SOUTH 23' 28' 47" WEST, 97.92 FEET TO THE NORTH LINE,OF A FLOOD CONTROL EASEMENT AND RIGHT -OF. WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015. THENCE WESTERLY ALONG SAID EASEMENT LINE THE FOLLOWING COURSES; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 420.00 FEET, THE CENTER OF WHICH BEARS SOUTH 104 47' 56" EAST THROUGH A CENTRAL ANGLE OF 044 28' 23" AN ARC DISTANCE OF 32.79 FEET; THENCE SOUTH 74' 43' ,J 14" WEST, 157.00 FEET TO A POINT FROM WHICH THE POINT OF BEGINNING BEARS NORTH 66' 31' 59" WEST; THENCE NORTH 66' 31' 59" WEST, 341.96 FEET TO THE POINT OF BEGINNING. ai Exhibit "A" Page 5 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Plants Limited Partnership bated June 4,1999 LEGAL DESCRIPTION: PARCEL E -TAX LOT 19 THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER WHICH ADJOINS AND LIES BETWEEN THE SOUTIERLY EXTENSION OF THE EASTERLY LINE AND THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 9505090619. AND LIES NORTHERLY OF SAID RIVER; TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 2 IN SECTION 35, TOWNSHIP 23 NORTH RANGE 4 EAST, W.M., WHICH ADJOINS, LYING SOUTHERLY OF SOUTH 1807H STREET, WESTERLY OF THE GREEN RIVER AND EASTERLY OF LOT 4 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 93- 0085, RECORDED UNDER KING COUNTY RECORDING NO. 9311301961; AND TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 5 LYING WESTERLY OF THE GREEN RIVER AND LYING EASTERLY OF A LINE ESTABLISHED IN KING COUNTY RESOLUTION NO. 31833. AND A.F. NO. 6014672, & 6027015, AND TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 5; THENCE SOUTH 020 24' 12" WEST ALONG THE WEST LINE OF SAID GOVERNMENT LOT 5,561.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 660 31' 29" WEST 53311 FEET; THENCE ALONG A CURVE TO C) THE RIGHT HAVING A RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 910 32' 50" n AND ARC DISTANCE OF 79.89 FEET TO A POINT ON ANNA MESS COUNTY ROAD (57TM AVENUE SOUTH); THENCE SOUTH 250 01' 18" WEST ALONG SAID MARGIN OF THE ROAD 113.36 FEET; THENCE SOUTH 650 47' 42" EAST 269.84 FEET; THENCE SOUTH 620 54' 45" EAST v 52.09 FEET; THENCE SOUTH 660 29' 11" EAST 152.93 FEET; THENCE SOUTH 230 29' 33" WEST 529.54 FEET TO A POINT ON THE NORTH LINE OF A FLOOD CONTROL EASEMENT AND RIGHT-OF-WAY AS DEFINED IN KING COUNTY RESOLUTION NO. 31933 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015; THENCE EASTERLY ALONG SAID EASEMENT AND RIGHT-OF-WAY LINE T14E FOLLOWING COURSES AND DISTANCES, ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 100 47' 54" EAST HAVING A RADIUS OF 420.00 FEET T14ROU(;H A CENTRAL ANGLE OF 150 15' 11" AN ARC DISTANCE OF 111.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF • 1600.00 FEET THROUGH A CENTRAL ANGLE OF 100 03' 54" AN ARC DISTANCE OF 281.07 FEET; THENCE SOUTH 690 04' 40" EAST 113.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 215.00 FEET THROUGH A CENTRAL ANGLE OF 290 1 F -3" AN ARC DISTANCE OF 109.57 FEET; THENCE SOUTH 42° 25' 42" EAST 387.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 242.00 FEET THROUGH A CENTRAL ANGLE OF 370 06' "" AND ARC DISTANCE OF 156.75 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 227.00 FEET THROUGH A CENTRAL ANGLE OF 330 45' 42" AN ARC DISTANCE OF 133.76 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 360.00 FEET THROUGH A CENTRAL ANGLE OF 070 51' 39" AN ARC DISTANCE OF 49.39 FEET: THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 607.50 FEET THROUGH A CENTRAL ANGLE OF 340 1 V 03" AN ARC D1.4T4NCE OF 362AS FEET; THENCE NORTH 140 01' 12" EAST 109.87 FEET; THENCE LEAVING SAID FASEMENT AND RIGHT-OF- WAY LINE NORTH 660 31' 39" WEST 262.75 FEET; THENCE NCRTH 2Q0 14' 18" EAST 75.38 FEET; THENCE NORTH 660 31' 28" WEST 837.50 FEET TO THE TRUE POINTOFBEGINNING; Exhibit "A" Page 6 of 6 DECLARATION OF EASEMENT AND RESTRICTIONS Executed by La Pinola Limited Partnership Dated June 4,1999 LEGAL DESCRIPTION. PARCEL F - OFFICE AND STOCKPILE AREA THAT PORTION OF THE SOUTHEAST'/4 OF THE NORTHWEST %, AND THAT PORTION OF THE SOUTHWEST ''A OF THE NORTHEAST ''A OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M„ LYING EASTERLY OF SOUTHCENTER PARKWAY (57'" AVENUE SOUTH); AND LOT 2 OF THE CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 2 SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 170 28' 17" WEST, 476.52 FEET; THENCE NORTH 66031' 29" WEST, 256.19 FEET; THENCE ALONG A CURVE TO THE RIGI4T HAVING A RADIUS OF 50 FEET, THROUGH A CENTRAL ANGLE OF 910 32' 41" AN ARC DISTANCE OF 79.99 FEET TO THE SOUTHEASTERLY MARGIN OF ANNA MESS COUNTY ROAD (57M AVENUE SOUTH); THENCE NORTH 250 01' 18" EAST ALONG SAID ROAD MARGIN 357.97 FEET; THENCE 0 CONTINUING ALONG SAID ROAD MARGIN NORTH 190 03' IT' EAST, 854.97 FEET; THENCE CZ CONTINUING ALONG SAID ROAD MARGIN NORTH 090 45' "" EAST, 29.33 FEET; THENCE LEAVING SAID ROAD MARGIN NORTH 59' 25' 27" EAST, 73.85 FEET; THENCE NORTH 880 02' 30" EAST, 103.77 FEET: THENCE SOUTH 870 50' 09" EAST, 82.15 FEET; THENCE SOUTH 130 37' ( 53" WEST, 70.41 FEET; THENCE SOUTH 200 59' 11" EAST, 58.03 FEET TO A POINT ON THE ( WEST LINE OF LOT I OF THE CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619; THENCE ALONG SAID WEST LINE OF i LOT 1 SOUTH 170 28' 17" WEST, 366.56 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF LOT 1 NORTH 700 47' 56" WEST, 35.02 FEET; THENCE CONTINUING ALONG SAID WEST LINE OF LOT I SOUTH 170 29' 17" WEST, 474.68 FEET TO THE POINTOFBEGINNING. EXCEPT THAT PORTION, IF ANY, INCLUDED WITHIN THE FOLLOWING DESCRIBED TRACT BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST A OF THE NORTHEAST ''A OF SAID SECTION 35; THENCE ALONG THE NORTH LINE THEREOF SOUTH 880 54' 46 " EAST 247.29 FEET; THENCE SOUTH 05' 5P 40" EAST' 142.26 FEET; THENCE SOUTH 540 52' 45" WEST 203.79 FEET; THENCE SOUTH 29° 26' 45" WEST 159.30 FEET; THENCE SOUTH 860 58' 00" WEST 1 103.76 THENCE SOUTH 580 20' 50" WEST 100.50 FEET TO A POINT ON THE CENTER OF THE ROAD;THENCE FOLLOWING THE CENTER. LINE OF SAID ROAD NORTH 08143' 18" EAST 467.77 FEET TO A POINT ON'CHE NORTH LINE OF THE SOUTHEAST'A OF THE NORTHWEST A OF SAID SECTION FROM WHICH THE NORTHEAST CORNER THEREOF BEARS SOUTH 980 53' 32 " EAST 101.47 FEET; THENCE SOUTH 88° 51' 32" EAST 101.47 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 880 53' 32 - WEST ALONG THE NORTH LINE THEREOF 101.47 FEET; THENCE SOUTH 080 43' 18" WEST I 477.17 RECEIVED cm c N MAY 3 rl 201V Return Address: HIGHLINE WATER DISTRICT P O BOX 3867 23828 30 AVE S KENT, WA 98032 Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 041 Document Titles) (or transactions contained therein) (ail areas applicable to your document must be filled in) 1 Easement for Water Pipeline 2 3 4 Reference Numbers (a) of Documents assigned or released: Additional reference #'s on page _ExhlblfB of document Grantor(s) (Last name first, then first name and initials) 1 La Pianta Limited Partnership 2 3 4 TJ Additional names on page 2 of document Grantee(s) (Last name first, then first name and initials) 1 HIGHLINE WATER DISTRICT 2 3 4 17 Additional names on page of document Legal description (abbreviated I e lot, block, plat or section, township, range) SOUTH % OF SECTION 35, TOWNSHIP 24 NORTH, RANGE 5 EAST xl Additional legal is on page 3 & 4 of document Assessor's Property Tax Parcel/Account Number 7d-08270565 0 Assessor Tax # not yet assigned The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to verify the accuracy or completeness of the indewng information provided herein F WREE4ALL\PCf0RMS1GenemM(C.OS doc REVISED 5-JUN- PAGE 1 98 m c 0 c,a cr HIGHLINE WATER DISTRICT Easement for Water Pipeline The Grantor, LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership, does hereby grant to Highline Water District, King County, Washington, a municipal corporation, Grantee, its successors and assigns, a non-exclusive easement and right-of-way over, through, under, across, upon and in the following -described property and situated in the City of Tukwila, King County Washington, to -wit As described on Exhibit "B" attached hereto and incorporated herein by this reference for the construction, operation, maintenance, repair and/or replacement of a water pipeline and appurtenances thereto, together with all rights of ingress and egress to and from said easement for all purposes necessary and related thereto, Grantee and its agents, designees or assigns shall have the right, without prior institution of any suit or proceeding at law, and without prior notice to Grantor, at such times as Grantee deems necessary to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of water facilities and appurtenances without incurring any legal obligation or liability therefor, provided that such shall be accomplished in a manner that existing private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed they will be replaced or repaired at Grantee's expense, as nearly as is practicable, to as good a condition as they were immediately before the property was entered upon by the Grantee Grantor hereby agrees that no building, wall, rockery, tree, or structure of any kind shall be erected or planted, nor shall any fill material be placed within the boundaries of said easement area No excavation shall be made within three feet of said water service facilities, and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and the same shall be accomplished within a reasonable period of time and at Grantor's expense Failure of Grantee to so exercise its right to require removal shall not constitute waiver of this right Grantor additionally grants to the Grantee, its agents, designees or assigns the use of such additional area immediately adjacent to said easement area as shall be required for the construction, reconstruction, maintenance and operations of said water service facilities The use of such additional area shall be held to a reasonable minimum and at Grantee's expense be returned to its condition existing immediately before the properly was entered upon by Grantee or its agents This easement is given pursuant to and all rights hereunder are subject to Agreement between Grantor's predecessor in interest and Grantee and recorded under King County Auditor's File No 74-08270565, which Agreement is incorporated herein by this reference Under the terms of said Agreement, Grantor at Grantor's expense may relocate temporary or permanent watermains provided plans for same are reviewed and approved by Highline Water District prior to construction and that revised easements and Bills of Sale are executed and delivered to the District to cover the change of location Grantee agrees to indemnify, defend and save Grantor harmless from all liability or damage to Grantor resulting from any act or acts of Grantee within area described on Exhibit "B" 00 r— ao r ca cn CD c- r-4 IN WITNESS WHEREOF, Grantor has executed this instrument thisdt% day of 2000. GRANTOR STATE OF WASHINGTON LA PIANTA LIMITED PARTNERSHIP, a Washington limited partnership ss COUNTY OF KING ) On this day of y , 2000, before me, the undersigned, a Notary Public in and for the State of Washington, duly c mmissioned and sworn, personally appeared M A Segale, to me known to be the person who signed as President of Metro Land Development, Inc , the corporation acting as general partner of La Punta Limited Partnership, a Washington limited partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of Metro Land Development, Inc as general partner, and of La Pianta Limited Partnership, for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualifiod and acting as said officer or the corporation and that he was authorized to execute the said instrument on behalf of Metro Land Development, Inc and that the seal affixed, if any, is the corporate seal of the corporation, and that the corporation was authorized to execute said instrument on behalf of La Pianta Limited Partnership By Metro Land Development, Inc , a Washington corporation, its General Partner BY M A Segale, President IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written w +` PN •A • P•yF ,1 '' r OTAtlif .A ' s LlC► e i. gyt,400 A 'lay '' '• •....,•• l a (s a " of Notary st-e-Wt Print or stamp name of No ary Notary Public f the Sta Washington, Residing at My appointment expires . ao 0 c— c 0 ca c`J LEGAL DESCRIPTION: DATED NOVEMBER 11, 1999 WATER LINE EASEMENT - 981 BUILDING A STRIP OF LAND TEN (10) FEET IN WIDTH LYING WITHIN A PORTION OF GOVERNMENT LOTS 5 AND 6 IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 24 NORTH, RANGE 5 EAST, W M , CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, THE CENTERLINE OF SAID STRIP OF LAND LIES ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 5, THENCE S 02° 24' 12" W ALONG THE NORTFUSCUT14 CENTERLINE OF SAID SECTION 35 A DISTANCE OF 561 41 FEET TO A POINT ON THE NORTH LINE OF SEGALE PARK DRIVE "C' AS SHOWN ON THE CITY OF TUKWILA, BOUNDARY LINE ADJUSTMENT NO L99-0008, THENCE S 660 31' 28" E ALONG SAID NORTH LINE A DISTANCE OF 448 46 FEET TO THE TRUE POINT OF BEGINNING OF THE CENTERLINE, THENCE S 220 26' 00" W A DISTANCE OF 57 20 FEET TO A POINT HEREINAFTER DESIGNATED POINT -AK', THENCE CONTINUING S 22° 26' 00" W A DISTANCE OF 17 98 FEET, THENCE N 660 3 i' 2S" W A DISTANCE OF 377 45 FEET THENCE S 680 28' 32" W A DISTANCE OF 62 00 FEET TO A POINT HEREINAFTER DESIGNATED POINT "BB", THENCE CONTINUING S 68° 28' 32" W A DISTANCE OF 35 49 FEET, THENCE S 23° 28' 32" W A DISTANCE OF 95 99 FEET TO A POINT HEREINAFTER DESIGNATED POINT "CC", THENCE CONTINUING S 230 28 32" W A DISTANCE OF 253 02 FEET, THENCE S 66° 31' 28" E A DISTANCE OF 60 39 FEET TO A POINT HEREINAFTER DESIGNATED POINT "DO', THENCE CONTINUING S 660 31' 28" E A DISTANCE OF 35 49 FEET, THENCE S 770 46' 28" E A DISTANCE OF 179 49 FEET, THENCE S 660 31' 28" E A DISTANCE OF 150 33 FEET TO A POINT HEREINAFTER DESIGNATED POINT "EE', THENCE CONTINUING S 660 31' 28" E A DISTANCE OF 55 74 FEET, THENCE S 44° 0 P 28" E A DISTANCE OF 106 89 FEET TO A POINT HEREINAFTER DESIGNATED POINT "FF-', THENCE CONTINUING S 44° 0 ['28" E A DISTANCE OF 22 39 FEET, THENCE S 32° 46' 28' E A DISTANCE OF 64 41 FEET, THENCE S 66° 31' 28" E A DISTANCE OF 1172 FEET TO A POINT HEREINAFTER DESIGNATED POINT "GG', THENCE CONTINUING S 660 3 ['28" E A DISTANCE OF 419 12 FEET, THENCE N 68° 28' 32' E A DISTANCE OF 26 71 FEET TO A POINT HEREINAFTER DESIGNATED POINT "%uf, THENCE CONTINUING N 680 28' 32" E A DISTANCE OF 3 15 FEET TO A POINT HEREINAFTER DESIGNATED POINT "II" THENCE CONTINUING N 680 28' 32" E A DISTANCE OF 13 76 FEET, THENCE N 230 28' 32" E A DISTANCE OF 28 69 FEET TO A POINT HEREINAFTER DESIGNATED POINT "JT', THENCE CONTINUING N 23° 28' 32 E A DISTANCE OF 259 17 FEET TO A POINT HEREINAFTER DESIGNATED POINT "KK", THENCE CONTINUING N 230 28' 32" E A DISTANCE OF 127 50 FEET, THENCE N 66° 31' 28" W A DISTANCE OF 113 50 FEET TO A POINT HEREINAFTER DESIGNATED POINT "LL", THENCE CONTINUING N 66° 31' 28" W A DISTANCE OF 199 44 FEET TO A POINT ON THE CENTERLINE OF AN EXISTING EASEMENT AS RECORDED UNDER RECORDING NUMBER 7803020870 AND THE TERMINUS OF THE CENTERLINE TOGETHER WITH; A STRIP OF LAND TEN (10) FEET IN WIDTH LYING ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINES BEGINNING AT THE AFOREMENTIONED POINT "AA", THENCE S 67° 34' 00" E A DISTANCE OF 9 04 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "BB", THENCE N 21° 31' 28" W A DISTANCE OF 18 61 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "DU', THENCE S 23° 28' 32" W A DISTANCE OF 24 86 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "EE", THENCE N 23° 28' 32" E A DISTANCE OF 24 99 FEET TO THE TERMINUS OF SAID CENTERLINE. BEGINNING AT THE AFOREMENTIONED POINT "FF", THENCE S 45° 58' 32" W A DISTANCE OF 19 79 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "GG", THENCE N 230 28' 32" E A DISTANCE OF 19 75 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "W', THENCE N 210 3I' 28" W A DISTANCE OF 3145 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "II", THENCE N 21° 31' 28" W A DISTANCE OF 36 27 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "KK", THENCE N 660 3F 28" W A DISTANCE OF 35 00 FEET TO THE TERMINUS OF SAID CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "LL", THENCE S 23° 28' 32" W A DISTANCE OF 12 83 FEET TO THE TERMINUS OF SAID CENTERLINE AND A STRIP OF LAND EIGHT (8) FEET IN WIDTH LYING ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE- BEGINNING AT THE AFOREMENTIONED POINT "CC", THENCE S 660 31' 28" E A DISTANCE OF 23 01 FEET TO THE TERMINUS OF SAID CENTERLINE AND A STRIP OF LAND FIVE (5) FEET IN WIDTH LYING ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE AFOREMENTIONED POINT "JT', THENCE N 660 31' 28" W A DISTANCE OF 25 16 FEET TO THE TERMINUS OF SAID CENTERLINE v r4 MAY 3 0 201ZI COMMUNITY DEVELOPMENT NW C&?NER Jr o rMR l/NE SNfR vt S'4Nf4 SEC 35 $. tSW AFNo 2El9tot` IS!''C.is, IY.#NAt4E ASS,,', STREEr WilriuTyESMr \\(C4SE0MON) A F Nt), W SS8! -- ,,, ^ "SYSTEM ESN h Fxi.JJ=1nvJ o, ^ Ale NO,4133S35 60 ACCESS f&r1vrY ti m ESMr. AA NOS. N 88°02,1;,"E r5070000?S 26 /7' 20'Re 65417. j7d ;Otlt 1 F N AFNO 7707080078 7iQ a!l O3 _,n1QN S-- e7-- 50 09 E. 04419N ' a Z 424. Q9' ±. X 05090679 - IIVS?',50' ACCESS/,' jOT-.- .--.. 'BODr10.r193 fl. 2 ,I A[CESSESMT. „ i 1= AFNo7709290323,',/ J jl ,b 75' WATER WvE ESMr 1 ,1 A NOS. 174/2200369 1 0 7Bo50Zoe 70 1 h 10 /0,R,4' E5M7 i j r 1 Af No. J'Rfi E$M7. ; ,1 h IIO IOnr,O JA AF N0. 1501270395 ' 52 59, n 1 gt •JS OQ.. N O i ! =13,W ,00' 'd r R • 477 47' . , 55 3/' :fro. /06 33 N69*15'04"W OD ' ; 2n•44 56"w EXCEPT/0N V Q 03'2S 44 S 97°56'O3-'W. 7427 R'?4)0.00' 6' / ' f4 B2' Soulr/ L!Nf NRT 56'03"W SW4 Nf. 4 •h 0 SFr 4S 66 92' — p COMPUTATIONS ONLY ,Land Surveyor's certificate: This short plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropriate state statute and has been properly stated in .accordance with the Tukwila Subdivision Code. / GO/ Map on File in Vault Di rer- ion: 14 N/ti/t!l rj 1. _ ! '%?C?..il -y,. cr ✓ scale: I" = 1 U D ' Cate Certificate No. Short plat No. aye •- - — of /S'WArER LINE v'r. CORN R esnnr, S'w4NE A.. No. Pd29202 SEC.33,7P3NP4E /5'!/r/lJryE5A4r (CA5ED A.f011.) .%t AF. NO. 64OSS83 DE S. 180r''ST. __ _sr/•soo9"E. sys rEm ESA7r wi r AF. No.6233535 hj v» 60 ACCESS UT/t lTY e J n v; ESA4T• Af. NOS.: 71070 d 0075 V9' ( O+ h p, p 7rod27o292 i9io15087Z0p3 - _' ,'R•pi 50 00Naoo 3 j Z 505090619 5.36 N60'/54/"E !1 n • 4 #ir J m !tn J h o Yww ! r I-OT 3 z Iltl a a yl f UJ Q J.° O 0^^ 2Av 69.85• a LOT o ti Y ` ti q e N / o°j X co w1w.9i.2B d • I3 *05 26" R= 600.00' L.•/82.78' 2O'RR. esmr, AR. No.7501176395 71-07r,,62)ir D ! % QAIL ,507.0035"W O.48 CURVE DATA O R = 50.00, L ='73.67' a = /6'29'31 " } R ° 336.00' L • 96- /3' C J d* 06'06.46'" R = 336.00 L - 35.85' D A - 00'?5'39" SCALE:J'=200' Jn R, 572. 96 ' o L = 4. M' QQ a ° 03 *38'45„ n a=3/•P9'/s• L • /32.58 Kno. all men by these presents that we, the undersigned, owner s) !n fee simple and cDntrect purchasers) of the land herein described do hereby a,ake a short subdivision, t .e-eof pursuant 10 pCw M 17.060 and atknowledge that said short subdivisicr shtII not be further divided in any manner within a period of five )ears, from date of record. without the filing of a final plat. The urdersioned further declare this short plat to be the grdphic representation of said short subdivision and thrt lame if made with the free consent nd in accordance with the desire of the owner(%). In witness whereof we have set our hands and seals. Vame `7 Name Name Name Name Name GV if: r-- STATE OF 'WASHINGTON, r-r • a,. County of <. .• r+ On this day personally appeared before me Mia - to me known to be the individual described in and who executed the with. - in and foregoing instrument, and acknowledged that _A_'_ signed the same as ... flee and voluntary act and deed, for the uses and pur- poses therein mentioned. GIVEN under mu hand and official seal this JSt' day of c I , 19 WL Notary Publi in•and for the tote cf Washington, residing at seal STATE OF WASHINGTON, County of On this day personaJl_u appeared before me to me known to be the individual described in and who executed the with- in and forecoing instrumert, and acknowledged that signed the sane as free and voluntary act and deed, for the uses and pur- poses thereir, mentioned. GIVEn under my hand and official seal this day of . 19 seal '.:port Plat 1lurber Notary Public In and for the State of F'ashington, residing at Pace 4 of LEGAL DESCRIPTICN {TOTAL PARCELS) That portion of the Southwest quarter of the Northeast quarter and Government i.ot 2 of Section 35, Township 23 North, Range 4 Fast, W.M.. in King Cc•.nty, Washington, lying southerly of the south margin of South 180th Strcet, as established by Deed re- corded under Kinq Ce nty Recording No. 6/86096t EXCEPT that portion i_hereof, described as tollowst RECINNING at the Northwest corner of the said Southwest quarter of the Northeast quarter of said Section; thence along the North line thereof South 88'54'46" East, 449.30 feet; thence South 01'05'14" West, 40i.77 feet; thence North 88°54'46' West, 424.89 feet; thence South 88'54'00" West to the West line of said Southwest quarter of the Northeast quarter: thence Northerly along said West line to the POiNT GF BEGINNING. AND EXCEPT that portion therof lying within the following described property: COMMENCf11C: at a mounument at the Northeast corner of the said South- we8t quarter of the Northeast quarter; thence South 07*44156" West, N 956.67 feet to a point of curve; thence along a curve to the right hiving a radius of 2,500.00 feet through a central angle of 05'22'20, l.f an arc distance of 234.41 feet; thence North 76652144" West 30.00 T, feet to the TRUE POINT OF BEGINNING thence North 69015'04" West 55.31 fert; thence North 30'55'15" West 52.59 feet; thence North 82'15'04" Wrst 1R7.64 feet; thence South 07'44'S6" West 48.23 feet - to a point of curve; thence along a curve to the right having a radius of 477.465 feet, through a central angle of 13100100" an arc cT: distance or 108.31 feet; thence South 20444'56' West 399.00 feet; thcncr., South 69"11'n4" Fast 100,00 feet; thence South 20.441561 West CAP 12.Un feet; thence South 69'15'04" East 05.77 feet; thence along a curve to the left, whose center bears North 63°30'32" Went, having a radit:c of 2,470.00 feet, through a central angle of 13022'12" an arc distance of 576.3R fret to the TRUE POINT OF BEGINNING. ANP EXCEPT ;lint portic,n or the Northwest and Northeast quarters of 0, paid Section 15, more partir.ulnrly described as follows: n ginnina at she Southwest corner of said Northeast quarter of Section 3`.; thrn,•e r,,nth R1"16'n3" Fact along the South line thereof, 112.46 foot; thonre North 17'2R'13" Fast, 856.90 feet; thence North R7",0•0q`, 210.51 feet; thcnre South 17128'17" West, 393.90 feet; thence North i0"47'4R" West., 35.02 feet; thence South 17"28'17" West, 474.011 f-eik to tha South line of the said Northwest quarter, thence South R7"56'01" cast nlnnq said South line 134.49 feet to the POINT OF nECINNItic. TOGETHER WITH that portion of Government Lot 5 in said Section described as follows: Begining at the Southwest corner of Government Lot 2 in said section; thence South 67'56'03" East along the line common to Government Lots 2 and 5, 177.19 feet; thence South 09°03'25" West, 148.27 feet; thence South 06'44'45" West, 82.23 feet; thence North 66'54109" West, ?38.39 feet; thence northerly along a curve to the left, the center of which bears North 71*16117" West, having a radius of 2,530 feet through a central angle of o2"31146", an arc distance of 111.70 feet to the said line between the government lots; thence South 87'56'03" East along said common line, L33.76 feet to the POINT OF BEGINNING. SUBJECT to easements for sidewalks and utilities over the 15 feet adjacent to the 60 foot access easement as said 15 feet is described under Auditor's File Nos.7706270292, 7709290323 and 8001140093. SUBJECT to easements for building set back lines as recorded under Auditor's File No8.770920323, 7910150970 and 8001140093. SUBJECT to easements for railraod access and storage as recorded under Auditor's file Nos.7706270292, 7709290323, 7910150870 and 800114009.3. SUBJECT to a 10 foot easement for power transmission and/or distriuution as recorded under Auditors File No.8305270544. File No. 4224 8/6/86 LEGAL UESCMMI ON (LOT 11 That portion of the touthweat quarter of the northeast quarter and Government Lot 2 of Section 35, Township 23 North, Range 4 East, W.M. in King aunty, WashingtO., described as follows: rowmENcrNG at the northeast corner of the southAmet quarter of thA northeast quarter of said sections thence South 07144156" wost a distance of 78.59 feett thence South 82'15'04' East a distance of 30.0 feet to the TRUE POINT OF BEGINNINZ; thence north._asterly along a curve to the right, the center of which bears South 82015'04' East having a radius of 50.0 feet through a central angle of 84'24'55", an arc distance of 73.67 feet, thence South 87°50`09" East, 237.03 feet; thence along a curve to the. left having a radius of. 336.00 feet through a central angle of 06'06'46" an are distance of 35.83 feet to a point on a curve whose center bears North 73'34'06" hest; thence along that curve to the right, having a radius of 572.96 feet through a central angle of 00125'39" an arc distance of 4.28 feet to a point of compound curve; thence along a curve to the right hav- .ing a radius of 409.256 feet, through a central angle of 58"14' ( CV 17" an arc distance of 415.99 feet; thence South 75'05'56" West iP. a distance of 75.10 feet; thence North 07144'56" East, 267.81 feet to the TRUE POINT OF BEGINNING. P^ r— Containing: 70,593.97 sq.ft., 1.62 acres. .a. File No. 4224-86 7/29186 LEGAL DESCRIPTION 1+.OT 221 That portion of the southwest quarter of the northeast quarter and Government ',ot 2 in Section 35, Township 23 North, Rang 4 East, W.M. i King County, Washington, described as follows; COMMEN ING at the northwest corner of the southwest quarter of the northeast quarter of the said section; thence South 87'50'09" East alonq the north line thereof, 449.30 feet; thence South 02109'51" West, 36.0 feet to the South margin of South 180th Street and the TRUE POINT OF BEGINNING! thence South 87'50'09" East alonq said South margin, 947.68 feet; thence southwesterly along a curve to the left, the center of which bears South 02'09'51" west, having a radius of 50 feet through a central angle of 84'24'55", an are distance of 73.67 feet; thence South 07*44156" West, 267.81 feet; thence North 75'05'56" East, 75.10 feet; thence along a curve to the left having a r:zdius of 409.26 feet, through a central angle of 58114'17", an arc distance of 415.99 feet to a point of com- pound curve; thence along a curve to the left having a radius of 572.96 feet through a central angle of 00'25'39", an arc distance of 4.28 feet to the south margin of said South 180th Street; thence northeasterly along said margin on a curve to r- the left the center of which bears North 03'56'50" West, having r, a radius of 336 feet:, through a central angle of 16'13'31", an arc distance of 96.13 feet; thence South 36'31'53" West, .-. 135.86 feet; thence along a curve to the left having a radius of 430 feet through a central angle of 14'28'22", an arc dis- (T Lance of 109.63 feet; thence South 22003126" West, 34.28 feet; thence along a curve to the left having a radius of 800 feet through a central angle of 05'38'45", an arc distance of 78.83 feet; thence South 60'15'41" West, 09.08 feet; thence along a curve to the right having a radius of 241.24 feet through a central angle of 31°29'15", an arc distance of 132.58 feet; thence North 88'15'04" West, 85.36 feet; thence South 07'44'56" West, 546.97 feet; thence along a curve to the right having a radius of 2,530 feet through a central angle of 08'27'01", an arc distance of 373.14 feet; thence North 87056'03" West, along the south line of the said subdivision 61.92 feet; thence northerly along a curve to the left, the center of which bears North 73027'01" West, having a radius of 2,470 feet through a central angle of 03'25'44", an arc distance of 147.82 feet; thence North 69'15'04" West, 55.31 feet; thence North 30055115" West, 52.59feet; thence North 62'15'04"west, 1a7.64 feet; thence South 07'44'56" West 48.23 feet; thence along a curve to the right having a radius of 477.47 feet through a central angle of 13'OG'00", an arc distance of 108.33 feet; thence South 20'44'56" West, 74.83 feet; thence North 87'56103" West along the said south subdivision lir-, 742.76 feet; thence North 17'28'13" East, 856.90 feet; thence North 87'50'10" West, 210.53 feet; thence South 11'28'17" West, 393.90 feet; thence North 70*471.+8" west, 23.27 feet; thence North 02'24'12" East along the west line of said subdivision, 467.23 feet; thence North 88002'37" East, 26.17 feet; thence South e7'50109" East, 424.69 feet; thence North 0200915I" East, 365.77 feet to the TRUE POINT OF BEGINNING. containing: 1,323,585.02 sq.ft., 30.385 acres. File No. A224-BE 7/31/R6 LEGAL DESCRIPTION (LOT 31 That portion of th^ southwest quarter of the northeast quarter and Government Lot 2 in Section 35, Township 23 North, Range 4 East, W.M. in Kino County, Washington described as followst COMMENCING at the northeast corner of the Southwest quarter of the northeast quarter of said section thence South VOW 56" West, 409.7q feet; thence South 82"15'04" East, 30.00 feet to the TRUE POINT OF BEGINNING; thence South W 15'04" East, 85.36 feet; thence along a curve to the left having a radius of 241.24 feet through a central angle of 31029115" an arc distance of 132.58 feet; thence North 60°15'41" East, 89.08 feet to a point on a curve whose center bears South 73"35'20" East; thence southerly along said curve to the left having a radius of 800.00 feet tnrough a central angle of 13°05126", an arc distance of 182.79 feet, thence South 030 19'15" West, 141.75 feet; thence along a curve to the right having a radius of 3,500.00 feet through a central angle of 03*41*20" an arc distance of 225.34 feet; thence South 07°00' 35" west, 20.08 feet; thence South 09003'25" West, 210.13 i� feet; thence North 82"15'11" West, 289.85 feet; thence northerly along a curve to the left the center of which bears North 791 31'39" West, having a radius of 2,530.00 feet through a central r"t angle of 02°43'25", an arc distance of 120.27 feet; thence JC North 07°44'56" East, 546.97 feet to the TRUE POINT OF BEGINNING. r a"r containing. 196,426.32 sq. ft., 4.56 ac. .7 LEGAL DESCRIPTION (LOT 41 That portion of the southwest quarter of the northeast quarter and Government Lots 2 and 5 all in Section 35, Township 23 North, Rnngo 4 East, W.M. in King County, Washington described as follows: COMMENCING at the k2VO t corner of the southwest quarter of the northeast qf said section; thence South 070 44'56" W.-st, 956.6thence along a curve to the right having a radius of0 feet through a central angle of 021 43'25", an a c"ai�stance of 118.84 feet; thence South 79031139" East, 30.00 feet+ to the TRUE POINT OF BEGINNING, thence South 82°15'll" E 289.85 feet; thence South 09003'25" West, 369.1 t; thence South 06°44'45" West, 82.23 feet; thence North 66° '09" West, 338.39 feet to a point of a curve whose center bears North 71°16'17" West; thence along said curve to the left having a radius of 2,530.00 feet through a central angle of'08°15'2z", an arc distance of 364.25 feet to the TRUE. POINT OF BEGINNING. Z taininq: 124,141.73 sq.ft., 2,85 acres. Fila No. 4224-86 , t I=EuAL DESCRIPTION (LOT 4) That. portion & the southwest quarter of the northeast qur:rter and Government Lots 2 and 5 all in oection 35, Township 23 North, Range 4 East, W.M. in King County, Wn hington described as Follows: COMM13NCING at the nort.1 ast corner of the southwest quarter of the northeast quarter of said section; thence South 07' 44'56" west, 956.67 feet; thence along a curve Lo tho right having a radius of 2500 feel through a central an31e of 02" 43'25", an arc distance of 118.84 feet; thence South 79'31'39" East, 30.00 feet to the TRUE POINT OF BEGINNING, thence South 8015'11" East, 289.35 feet; thence South 09'03'25" West, 361.11 Eeet; thence South 06'44'45" West, 82.23 feet; thence North 66'54'09" West, 338.39 feet to a point of a curve whose canter bears North 71'16'17" West; thence along said curve to the left having a radius of 2,530.00 feet through a central angle of 08"15'22", an are distance of 364.56 feet to the TRUE POINT OF BEGINNING. dq Containing: 124,142.29 sq.ft., 2.85 acres. UMN r4 00 v F:lc No. 4214-86 wl/R/'