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Home My WebLink AboutPermit 80-28-SMP - TECTON COMPANY - RIVER VIEW PLAZA BUILDING SHORELINE SUBSTANTIAL DEVELOPMENT80-28-SMP 16040 CHRISTENSEN ROAD TECTON OFFICE COMPLEX SHORELINE SUBSTANTIAL DEVELOPMENT SHORELINE SUBSTANTIAL DEVELOPMENT (FORMER VAN WOERDEN SITE)o 2 6200 Southcenter Boulevard SHORELINE MANAGEMENT Frank Todd, Mayor The Tecton Company 16040 Christensen Road Tukwila, WA 98188 Attn: Kurt Feichtmeir Subject: River View Plaza Building "C" 24 August 1981 Recently, the Tukwila Public Works Department was asked by your company to review a sanitary side sewer plan prepared by S.E.A. Engineers. During the course of that review, our office was afforded the opportunity for routine consultation. We note, as depicted on the attached diagram, that the lay- out of the building as it is proposed does not appear to conform with the City's shoreline setback requirements: .1) Building overhang is not shown; if there is to be an overhang similar to that used on the first two buildings in the complex, the entire building should be positioned such that no portion of the overhang will violate the minimum 40' wide river setback. 2) Per the attached diagram, portions of the proposed main building wall encroach upon the 40' setback distance. It appears that a slight encroachment upon the King County river bank protection easement is anticipated. We bring these items to your attention so that any necessary modification to the building's positioning can be made which will insure compliance with all applicable setback requirements in advance of construction. We urge your attention to the correction of the matters discussed above. MC /blk xc: Ping. Dir. Councilman Bohrer Tukwila anning Department Mask Caughey Associate Planner 24 1 / , 1 \ \ \ / \\ \ \\_, / \ 1 1 _ ---- ------' 4Y\ "TEE (MJ) 2- = " G. v ow) EsT/C /CE G" M.V.O. F: H. W /BLOCKING -8" G. V. (MJ) 3= /O; FR'Ofk1 HYD• NOTE: ALL STEEL PARTS M GALVANIZED ANO ASP (TREATMENT 1 OR 1 Y•o .TI 8 "TEE (All TO SP.4 /NK 8. at! (MJ) 1 Zvi A l RIVERVIEW PLAZA SITE PLAN VICINITY MAP ELEVATION SECTIONS City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 TO: Councilmembers FROM: Mark Caughey DATE: 2 February 1981 SUBJECT: Tecton Project Setbacks MC /blk cc: Joe Matthews. Don Williams MEMORANDUM In response to your concerns expressed last week, I have asked SEA Engineers to prepare the attached cross- section drawings through the existing and proposed buildings and river bank. The intent of these x- sections is to demonstrate that the 40 -foot river use zone prescribed in the Shoreline Master Plan has been ob- served. Also, the diagram locates the ordinary mean high water elevation as pre- scribed by the County's surface water management agency, serving as the reference point from which the 40' setback is measured landword. Prior to reaching any conclusion on the matter of compliance, I suggest that you . study the drawings and then discuss them personally with me or with Don Williams. January 29, 1981 Herman Huggins Northwest Regional Office Department of Ecology 4350 - 150th N.E. Redmond, WA. 98052 Re: State Flood Control Zone Application #2 -1390 Dear Mr. Huggins: We are enclosing a State Flood Control Zone Application and plans submitted to this office by the Tecton Company for construction of a fire lane, park- ing lots, and office buildings in Section 25, Township 23 North, Range 4 East, W.M. We have reviewed the application and are submitting the following comments: 1) The water surface elevation for the Green River, with a controlled discharge from the Howard Hanson Dam of 12,000 cfs as measured at Auburn (Porter Gauge), is 26.0 feet (Mean Sea Level Datum) at the subject site. The proposed finished floor elevations are shown to be at or above elevation 26.5 feet. 2) King County must be notified at least 48 hours prior to doing any work adjacent to or on the existing river bank. 3) The proposed rock work along the existing river bank must be con- structed to the satisfaction of King County Surface Water Mgmt. Div. If you have any questions regarding the above comments, please contact Larry Gibbons of this office at 344 -4036. Sincerely, 2G.E. WANNAMAKER, P.E. Development Review Section Surface Water Management Division GEW:LRG:dk Encl: SFCZA #2 -1390 & Plans cc: CAl Pieper, City of Tukwila xtDon Williams, City of Tukwila Tecton Company Ron Dunlap � County Executive King County Courthouse Seattle, Washington 98104 (206) 344 -4040 DEPARThENf CF PU3LIC WORKS Janes W Guenther, Director 900 King County Amin. Bldg. Seattle, WA 98104 (206) 344 -2517 The Tecton Company 16040 Christensen Road Tukwila, WA 98188 Dear Sirs: January 23, 1981 Re: Riverview Plaza Building "C" ( #3) 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 The review of site plan #1- 364- 002 -803, Sheet #2 resubmittal, has been provided by the Public Works Department with the following comments: This approval is for building #C ( #3). Required permits to be applied for and obtained 24 -hours prior to construction from this department, are as follows: Storm Drainage /Retention - This plan shall be approved and inspected through King County Hydraulics. Per this plan, all drainage from the site goes directly into the Green River. Therefore, no permit is required by Tukwila. Oil /water separators are required at the last structure before water enters downstream properties. Your development does not indicate these mechanisms. It is anticipated King County Hydraulics will make this a requirement. Sanitary Main Extension (Private) - gravity sewer system from the main in Christensen Road to manhole (I.E. 19.12) shall remain private. The plans show this main to be built at less than 2% grade. No flatter grade than shown shall be allowed. Verification of clearances between other public and private utilities is the responsibility of the owner. All pipe shall be provided in Class "B" bedding and shall be of P.V.C. (schedule #35 minimum) or concrete pipe. All pipe shall have a minimum of 3 -foot cover. Pipe between 3 -foot and 1 -foot cover shall be ductile iron pipe or above materials inbedded in Class "A'.' bedding. No less t han 12 -inch cover shall be allowed for all pipes. The developer must provide a Hold Harmless Agreement to the City for allowing the substandard main prior to inspector sign -off of this permit. Permit Fee - $25.00. Sanitary Side Sewer - The sanitary side sewer is from the private main at manhole (I.E. 19.12) to Building #C ( #3). All pipe shall be provided per the requirements outlined above under "Sanitary Sewer Main Extension ". The developer must provide a Hold Harmless Agreement to the City for allowing the side sewer into a main identified as substandard. Permit Fee - $395.00. -1- - . . The Tecton Company Re: Riverview Plaza Building "C" ( #3) January 23, 1981 1) At all fire hydrants: A valve 3' to 10' from the hydrant. 2) At all sprinkler pits more than 5 1.f. away from main: On -line valve between main and pit. Fire Protection Sprinkler /Hydrant Permit Fee - $25.00. Additional Comments Building setback requirements and dike elevations /locations shall be coordinated through the Tukwila Planning Department. page 2 Domestic Water Meter Service - An easement shall be required for the domestic water meter and service from the private main to the meter for the purpose of allowing the City to monitor, maintain, repair, and replace the existing system. Permit Fee Deposit - $1,000.00. Water Main Extension (Private) - Blocking shall be provided at all junctions, tees, and bends. Permit Fee - $25.00. Curb Cut /Access /Sidewalk — Sidewalk to be provided at width designated in attached sidewalk Ordinance #1158. and City of Tukwila Standard Plan. Sidewalk aprons shall be per Standard Plan. Ten -foot radii shall be provided for apron /curb returns -at northerly access to Christensen Road. Permit Fee - $25.00. Fire Loop /Hydrants - Fire loop /hydrants shall be provided per the requirements of insurance underwriters and the Tukwila Fire Department. Please have all plans stamped by the insurance underwriters and the Tukwila Fire Department prior to submittal to this department. Sprinkler vaults are to be located in private property outside of easements or public right -of -way. An approved D.S.H.S. check valve shall be provided in the vault. For all water mains three- inches diameter and greater, blocking shall be provided at all junctions, bends, ends, and at all hydrants. Hydrants and sprinkler vaults shall be per the City of Tukwila Standard Plan. Valving requirements shall include the following: Fire Lane Permit - Firelanes shall be constructed per conditions previously agreed to and per City /other agency requirements, including the conditions in the attached September 26, 1980 letter. Prior to the building of the firelane the developer shall coordinate with King County and the Tukwila Planning and Building Departments to assure all requirements have been met. The firelane shall be clearly marked on the plans and submitted for approval prior to issuance of this permit. A further condition of this permit is as follows: If the trail system is built before the building and other site development is complete, the contractor shall restrict his construction activities away from the trail system. Fire Lane Permit Fee - $25.00. Landscape irrigation, if any, shall be reviewed per future plan submittal. Provide six (6) sets of water irrigation plans for Public Works review and approval prior to issuance of irrigation permit. Permit Fee - $25.00. The Tecton Company Re: Riverview Plaza Building "C" ( #3) January 23, 1981 .: Attachments If you.have any questions regarding this review, please feel free to contact me at 433 -1856. • • PRF /jm cc: Al Pieper, Building Official Mark Caughey, Acting Planning Director Don Williams, Recreation Supervisor Tukwila Maintenance Shops Glen Schultz, SEA Engineers King County Hydraulics Sincerely, Phillip R. Fraser Senior Engineer Tecton Company 16040 Christensen Road Tukwila, WA 98188 Gentlepersons: September 26, 1980 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 Re: River Park Professional Building. The review of the site plan 41 -364- 002 -803, sheets 1 and 2 has been provided by the Public Works Department with the following comments. Storm Drainage - Storm drainage plan review and permit is through King County Hydraulics. This approval is for buildings A & B. Required permits, by this department, to be applied for and obtained 24 -hours prior to construction, are as follows: Private Sanitary Side Sewers - The sanitary sewer pipes shall be either PVC (schedule 35 miminum) or concrete pipe. All sanitary side sewers must be a minimum 2% grade. Sanitary sewer manhole 4'3 (RIM = 24.70), 42, and 43 (RIM = .24.23) shall be Washington State Health Department Type II or equal. Permit Fee Building.A - $255.00. Permit Fee Building B - to be determined at a later date. Sanitary Sewer Main Extension - All sanitary sewer main extensions must be a minimum 2% grade. Sanitary sewer manholes 4's 3 (RIM = 24.70), 42 & 43 (RIM = 24.23) shall be Washington State Health Department Type II or equal. Street Use Permit Fee - $25.00. Domestic Water Meters - Water meters shall be provided in the public right - of -way or through easements. Executed easement documents are required with application for water meter permit. Water meter permits cover installation by the City for the service line from the main to and including the water meter. Permit Fee for each 11" service /meter - $750.00. Fire Loop /Hydrants - Fire loop /hydrants and access shall be prc Jided per the reauiretents of insurance underwriters and the Tukwila Fire tept. Per Tukwila Municipal Code 14.04.250, fire protection services must he separately metered from domestic water meter. Sprinkler vaults are to be located outside of easements or public right -of -way. An approved D.S.H.S. Tecton Company 16040 Christensen Road September 26, 1980 page 2 check valve shall be provided in the vault. For all watermains three- inches diameter and greater, blocking shall be provided at all junctions, bends, ends, and at all hydrants. Hydrants and sprinkler vaults shall be per the City of Tukwila Standard Plans. The six -inch watermain to hydrant going to the east midpoint on plan sheet , shall be changed to eight- inches. Additional valving shall be required as follows: A) At all fire hydrants: A valve 3' to 10' from the hydrant. B) At all sprinkler pits more than 5 l.f. away from main: on- line valve between main and nit. C) One valve just to the east on the hydrant -main junction between buildings A & B on the east /west 8" main line. Fire Protection Sprinkler /Hydrant Street Use Permit Fee - $25.00. • Fire Lane Permit - Firelanes shall be constructed per conditions of the attached right -of -way, soils report, plans, resolution and easement documents and the following: A) All of the City established survey stakes for our trail must be replaced after your work is completed on the firelanes. If for some reason our stakes have been removed, you may be requested to resurvey and place stakes before your work begins. Lenard Schroeder performed the City's survey work and you can pick up a copy of the furvey from him. This item is very important for Tecton to perform. B) After the construction of the,firelanes, the elevation of the dike• must not be different from the time before you started. The City's trail design is based on the elevation of the existing conditions at this time. If, in fact, you place an 8" base course and a top course of 4 ", Tecton should remove 12" of soil in the areas on top of the dike where the firelanes are to be built. The City's trail design is based on survey information taken on present existing topography. This, too, is an important condition. C) The City of Seattle Cedar River Pipeline that runs through the Tecton development must not be driven on, especially on top of the dike. Be sure to inform them their equipment cannot cross the pipeline in the dike area. D) The fire lane shall meet H -20 loading requirements. All easements must be executed and resolutions passed prior to building of the fire lane. Fire Lane Street Use Permit Fee - $25.00. Tecton Company 16040 Christensen Road September 26, 1980 Permit Fee - $25.00. PRF /jm cc: Al Pieper, Building Official Don Williams, Recreation. Supervisor Tukwila Maintenance Offices Glen Schultz, SEA Engineers /Planners, Inc. King County Hydraulics Sincerely, page 3 Curb Cut /Access /Sidewalk Permit - Curb Cut /Access /Sidewalk Street Use Phillip R. Fraser Senior Engineer STATE OF WASHINGTON Dixy Lee Ray Governor September 26, 1980 City of Tukwila. 6200 S. Center Blvd. Tukwila, Washington 98188 Dear Ms. /Mr.: Re: COUNTY: KING APPLICANT: TECTON CO. SHORELINE MANAGEMENT PERMIT #N 2997 17 - A - (80 28 - SMP) Development of Office Park. The subject Shoreline Management. Substantial Development Permit was received by this office on September 25, 1980 . The review period the Department of Ecology and the Attorney General's Office will terminate 30 days from the above date. If no notice of appeal is received, construction pursuant to the permit may commence following expiration of the review period; provided, however, all other federal, state, and local laws regulating such construction have been complied with. NK:sb cc: Tecton Co. Headquarters ECY 050 -1 -28 Rev. 6/78 DEPARTMENT OF ECOLOGY 4350 -150th Avenue N.E., Redmond, Washington 98062 206/815.1900 Sincerely, <_,/11:64 64 42, Resource Management NORTHWEST REGIONAL OFFICE MC:nb Enclosure City of Tukwila Planning Division 6200 Southcenter Boulevard Tukwila, Washington 98188 433 -1845 Office of Community Development 23 September 1980 Department of Ecology Northwest Regional Office 15345 36th Street N. E. Redmond, WA 98052 SUBJECT: Shoreline Management Permit 80 -28 -SMP Enclosed is a copy of City of Tukwila Shoreline Manage- ment Substantial Development Permit 80 -28 -SMP and related materials. The Permit has been approved by this office after processing in accordance with the Shoreline Management Act of 1971 and the State Envi- ronmental Policy Act. We have also determined that this permit action complies with provisions of the Tukwila Shoreline Master Plan program. Approval by the Department of Ecology will allow con- struction of three, three -story office buildings with related parking and flood - control improvements. cc: Attorney General Harley Jensen TUKWILA P�IANNING DEPARTMENT Mar Caughey Ac ing Director SHORELINE MANAGEMENT ACT OF 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT NOTE - THIS PAGE FOR LOCAL GOVERNMENT USE ONLY Type of Action ❑ Substantial Development Permit ❑ Conditional Use ❑ Variance township, range) The project will (name of applicant) 251 Lafayette Circle, Suite 230 Lafayette, CA 94549 to undertake the following development be Application No. 80 28 - SMP Administering Agency City of Tukwila Date received 6 August 1980 Approved xxx Denied Date 22 August 1980 Pursuant to RCW 90.58, a permit is hereby granted to Tecton Company; Harley Jensen, A.I.A., Agent See Attachment (City or County) 3- building office complex (be specific) upon the following property S. W. 1/4 Sec. 24, Township 23 No. (legal description, i.e., section, Range 4 -E W.M. in Tukwila, King County, Washington within shorelines of statewide (be /not be) significance (RCW 90.58.030). The project will be located within an urban designation. The following master (environment) program provisions are applicable to this development Chapter 5 and 6 (state the master program sections or page numbers) Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state or local statutes, ordi- nances or regulations applicable to this project, but not incon- sistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140 (7) in the event the permittee fails to comply with the terms or conditions hereof. (Date) 23 5 1"" IOW 19 Approve Denied CONSTRUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL. THIRTY (30) DAYS FROM THE DATE OF. FILING THE FINAL ORDER OF THE LOCAL GOVERNMENT WITH THE REGIONAL OFFICE OF THE DEPARTMENT OF ECOLOGY AND THE ATTORNEY GENERAL, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN THIRTY DAYS FROM THE DATE OF SUCH FILING HAVE TERMINATED. irector, ice of Communit Development. THIS SECTION FOR DEPARTMENT OF ECOLOGY USE ONLY IN REGARD TO A SUBSTANTIAL DEVELOPMENT PERMIT WITH A CONDITIONAL USE OR VARIANCE.. Date received by Department of Ecology This substantial development permit with conditional use/ variance is approved by the Department of Ecology pursuant to chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: (Date) (Signature of Authorized Department of Ecology Official) ATTACHMENT CONDITIONS OF APPROVAL, SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT 80 -28 -SMP: 1) Permission to extend vehicle or pedestrian bridge crossing through, over and above the City of Seattle Cedar River pipeline corridor shall be subject to permission of the City of Seattle. The City of Tukwila, in approving this permit, makes no expressed or implied grant of easement affecting said pipeline corridor. Building "A" depicted on Exhibit A of this applica- tion was approved under Substantial Development Permit #N- 2769- 17- A -(80 -4 -SMP). All conditions appended to that approval action shall remain in full force and effect. *11LA iy 4 City of Tukwila x19 09 1- 6200 Southcenter Boulevard Tukwila Washington 98188 Frank Todd, Mayor MEMORANDUM 22'4" TO: Phil Fraser, Senior Engineer FROM: Don Williams, Recreation Department DATE: September 23, 1980 SUBJECT: Proposed Tecton Firelane Location and Construction I thought it would be best to put in writing some important facts I have knowledge of regarding Tecton's firelanes. During the past several months I have been working with the developer's representatives, Mark Caughey, Jim Hoel, Ted Uomoto and yourself regarding the location of the proposed firelanes. Last night at the City Council meeting the Council authorized the Mayor to enter into an Agreement (the one you helped me with) allowing the developer to locate most of their firelane on the east side of the development on City owned right -of -way. The week before the Council approved the Mayor's signing of an Ease- ment with Tecton giving us the right to construct a park trail on Tecton property and in the same location allowing them to construct a firelane. A complete set of documents for each, Agreement and Easement, is attached. These are the same ones you have previously reviewed. My agreement with Tecton is that I will notify them at least 30 days before we begin construction of the trail. We plan to begin construction no later than November 10,.1980. I will be sending a letter to Tecton notifying them of this starting date today. Tecton is to construct all . of the firelanes before we begin our construction. the firelanes must meet design requirements to support a 32,000 lb. fire truck. The letter you received from Pacific Testing Laboratories speaks directly to this design. It will be up to your office to instruct Tecton on how to construct the firelanes. It is also up to the City I believe you and Mark should discuss this item, to tell Tectonxto locate the firelanes. My understanding is that they should be located exactly as they are drawn on the two attached maps. Again, Mark is knowledgeable about this matter. To: Phil �`.�ser, Senior Engineer From: Don W �iams, Recreation Department Date: September 23, 1980 Subj: Proposed Tecton Firelane Location and Construction Page: 2 I would also note several conditions I told Tecton that must be met: • A. All of the City established survey stakes for our trail must be replaced after their work is completed on the fire - lanes. If for some reason our stakes have been removed they may have to resurvey and place stakes before their work begins. Lenard Schroeder performed our survey work and • they can pick up a copy of the survey from him. This item is very important for Tecton to perform. B. After the construction of the firelanes the elevation of the dike must not be different from the time before they started. Our trail design is based on the elevation of the existing conditions at this time. If, in fact, they place an 8" Base Course and a Top Course of 4" Tecton should remove 12" of soil in the areas on top of the dike where the firelanes are to be built. Our trail design is based on survey infromation taken on present existing topography. This, too, is an important condition. C. The City of Seattle Cedar River. Pipeline that runs through the Tecton development must not be driven on, especially on top of the dike. Be sure to inform them their equipment cannot cross the in the dike area. If you have any questions about these items, please let me know. DW:nb Enclosure PARCEL 1 LE( AL DESCRIPTION That portion of the W. H. Gilliam Donation Land Claim No. 40 and of the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M. , and of Government Lot 1 in Section 25, Township 23 North, Range 4 East, W. M. , all in King County, Washington, more particularly described as follows. COMMENCING at the southwest corner of said Section 24; thence S89 47'E along the line common to said Section 24 and 25, a distance of 110.30 feet to intersection with easterly margin of James Christensen Road and the TRUE POINT OF BEGINNING: thence continuing S89 47'E 10.00 feet; thence N00° 14'W 6.52 feet; thence N10° 34'W 47.71 feet; thence N79 26'E 20.80 feet more or less to the left bank of the Green River; thoiic•e continuing easterly and southerly along the bank of the Green River the following courses and distances: 0 O S33 °54'07 "E 13.80 feet; S88 ° 32'20 "E 50.01 feet: N77 ° 54'28 "E 51.20 feet; S87 ° 23 1 39 "E 25.02 feet; S43 ° 21'9 "E 30.41 feet; S03 ° 44'56 "W 50.09 feet; Q S32 ° 31'34 "W 50.61 feet; to the S63 ° 07' 1 1 "E 69.32 feet; N86 ° 52'54 "E 50.09 feet; N64 ° 40 1 27 "E 55.46 feet; S82 ° 50'31 "E 50.36 feet; S41 ° 40' 19 "E 67.27 feet; S24 ° 3'53" W 54.63 feet; northerly boundary line of the S7 8 ° 22' 29 "E 50.99 feet; N82 ° 20'44 "E 100.98 ft; S85 ° 06'39 "E 25.08 feet; S59 E 57.80 feet; S29 ° 47'54 "E 57.80 feet; S39 ° 19'22 "W 64.34 feet; Bow Lake pipe- line right -of -way as granted per instrument recorded under King County Auditors File No. 4106155; thence leaving the left bank of the Green River and continuing along said northerly boundary of the Bow Lake pipeline right -of -way 1,A188 °38'37 "W 182.71 feet; thence tangent to the preceeding course along the arc of a curve to the right having a radius of 905.00 feet and a central angle of 24 ° 28'45" an arc distance of 386.65 feet; thence taangent to the preceeding curve N64 ° 09'52 "W 39.56 feet to the easterly margin of James Christensen Road; thence along said easterly margin NO ° 14'00 "W 188.41 feet to the TRUE POINT OF BEGINNING. Containing 4. 432 acres of land more or less. LESS THE dedication of the easterly 20 feet thereof to the City of Tukwila for a river trail system. AND LESS THE dedication of the following described land to the City of Tukwila for City park purposes That portion of the W. H. Gilliam Donation Land Claim No. 40 and the southwest quarter of the southwest quarter of Section 24, Township 23 North, Range 4 East, W. M. , and of Government Lot 1 in Section 25, Township 23 North, Range 4 East, W. M. , all in King County, Washington, more particularly described as follows: Commen....18 at the 8 ...thwest corner of said Section L, thence South 89 ° 47' East along the line common to said Section 24 and 25, a distance of 110.30 feet to intersection with easterly margin of James Christensen Road; thence continuing South 89 °47' East 10.00 feet; thence North 00 ° 14' West 6.52 feet; thence North 10 ° 34' West 17.37 feet to the TRUE POINT OF BEGINNING; thence continuing North 10 ° 34' West 30.34 feet; thence North 79 ° 26' East 20. 80 feet more or less to the left bank of the Green River; thence continuing easterly and southerly along the bank of the Green River the following courses and distances: 1 South 33 °54'07" East 13.80 feet; South 78 ° 22'29" East 50.99 feet; North 86 ° 52'54 "East 50.09 feet; North 77 ° 54'28" East 51.20 feet; South 85 ° 06'39" East 25.08 feet; South 82°50'31" East 50.36 feet; South 43 ° 21'09" East 30.41 feet; • South 63 ° 07' 1 1" East 69.32 feet; South 88 ° 32'20" East 50.01 feet; North 82 ° 20'44" East 100.98 feet; North64 ° 40'27" East 55.46 feet; South 87 ° 23'39" East 25.02 feet; South 59 ° 34'16" East b7. 80 feet; South 41 ° 40'19" East. 17.00 feet; thence leaving said left bank of the Green River the followiru courses and distances South 48 ° 19'41" West 75.00 feet; North 89 ° 47'00" West 110.00 feet; South 48 ° 34'59" West 60.21 feet; West 76.22 feet; North 84 ° 35'20" West 121.50 feet; West 102.40 feet; North 42 ° 04'00" West 70.22 feet; West 88.05 feet to the TRUE POINT OF BEGINNING. Containing 1.456 acres of land more or less. South 71 ° 04'07" North 57 0 57 1 21" North 63 ° 07.'11" TOGETHER with that portion of the former bed of said Green River which from natural action of accretion would attach to the above described portion . of said Donation Land Claim. • PARCELS 2, 3 and 4 LL tL DESCRIPTION Lots 2, 3, and 4 of Short Plat No. 78- 16 -SS, as recorded under King County Recording No. 7906050099, being a portion of Government Lot 1, Section 25, Township 23 North, Range 4 East W.M., in King County, Washington, described as follows: COMMENCING at the Southwest corner of said Section 24; thence South 89 ° 47' East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with the Easterly margin of James Christensen Road; thence along said Easterly margin South 0 14'00" East 221.81 feet to the Southerly boundary line of the Bow Lake pipeline right -of -way as granted per instrument recorded under King County Recording No. 4106155 and the TRUE POINT OF BEGINNING; (1) thence along said Southerly boundary of the Bow Lake pipelin right-of- way South 64 ° 09'52" East 24.88 feet; (2) thence tangent to the preceeding course along the arc of a curve to the left having a radius of 935.00 feet and a central angle of 24 ° 28'45" and an arc distance of 399.47 feet; (3) thence tangent to the preceeding curve South 88 ° 38'37" East 163.01 feet to the left bank of the Green River; thence Southerly along said left bank the following courses and distances: (4) South 35 ° 18'26" West 33.62 feet; (5) South 39 ° 40'01" West 64.66 feet; (6) South 40 ° 00'29" West 64.98 feet; (7) South 29 ° 07'34" West 34.24 feet; (8) South 31 ° 16'45" West 23.32 feet; (9) South 34 ° 31'52" West 60.46 feet; (10) South 30 ° 51'21" West 58.05 feet; (11) South 13 ° 16'05" West 51.31 feet; (12) South 15 ° 57'27" West 51.92 feet; (13) South 13 ° 48'40" West 51.42 feet; (14) South 00 ° 38'22" East 60.01 feet; (15) South 00 ° 18'55" West 40.00 feet; (16) South 07 ° 30'16" East 50.49 feet; (17) South 18 ° 27'46" East 52.81 feet; (18) South 27 ° 57'17" East 17.29 feet; (19) thence leaving said left bank North 89 ° 47'00" West 366.02'to a point on the East margin of James Christensen Road; (20) thence along said Easterly margin North 00 ° 14'00" West 210.00 feet; (21) thence from a tangent which bears North 89 ° 46'00" East along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 135 ° 00'00" and an arc distance 94.25 feet to a point of reverse curvature; (22) thence tangent to the proceeding curve along the arc of a curve to the right having a radius of 40.00 feet and a central angle of 45 ° 00'00" and an arc distance of 31.42 feet, to a point on the Easterly margin of James Christensen Road; (23) thence along said Easterly margin North 00 ° 14'00" West 428.91 feet to the TRUE POINT OF BEGINNING; LESS the dedication of the Easterly 20.00 feet adjacent to the left bank of. the Green River to the City of Tukwila for a river trail system. Containing 5.849 acres of land more or less. 8005280154 • Name PROFESSIONAL ESCROW SERVICES INC. WA -26 Address Filed for Record at Request of City and State Dated this NM lot Reread * Request d FIRST AMERICAN TITLE FOURTH & BtANCHARO SLOG SEATTLE, WA 18121 First American Title INSURANCE COMPANY 919 124th Avenue N.E., No. 103 Escrow No. 1 -0716 Bellevue, Washington 98005 THE GRANTOR SOUTHCENTER INVESTORS, a joint venture for and inconsideration of TEN DOLLARS ($10.00) and other valuable consideration in hand paid, conveys and warrants to /RAYMOND A. FEICHTMEIR and BETSY FEICHTMEIR, husband and wife the following described real estate, situated in the County of King , State of Washington: As set forth in "Exhibit A" attached hereto, which by this reference is made a part hereof. SUBJECT TO: Easement and conditions contained in instrument recorded under Recording No. 7608040557. Easement as delineated and /or dedicated on the face of Short Plat No. 79 -16 -55 recorded under Recording No. 7906050099. Any question that may arise due to the shifting and changing in the course of Green River. Right in the general public to unrestricted use of all the waters of a navigable body of water not only for the primary purpose of navagation, but also for corollary purposes; including (but not limited to) fishing, boating, bathing, swimming, water skiing and other related recreational purposes, as those waters may affect the tidelands, shorelands, or adjoining uplands and whether the leval of the water has been raised naturally or artificially to a maintained or fluctuating leval, all as further defined by the decisional law of this state. (affects all of the premises subject to such submergence) STATE OF WASHINGTON, ss. County of King 7th day of investors*. .. .` �gg kp � � fore me Morris to me 0owr , �.Ee the i dual ..descri fn and acknoiedge d ►at,O 4 y �`�, sign the same as uses std puFposes the,mip mentioned. k * ; • O al this 27th G e ►Atr'Puti if 1 lise . .•°_,.c aF w AS\\/�,i 1ST AM -S Chi r_- rrt 1980 MAY R r'.+ Statutory Warranty Deed his t ,,. jlt f r t ! :r i''r•op ".M .:f7 ;. i) 4 30 • ELECTIONQ • lio■ir. CO, 'NH Rt•�it�'r.- (mu) Piha, who states that he has author ty to sign for said Joint Venture KING COUNTY EXCISE TAX PAID MAY !4 7 1980 E0592887 .5.01)1H. ERT.E ,1980 Piha in his capacity to sign for Southcenter who executed the within and foregoing instrument, and free and voluntary act and deed, for the day of 1 May , 1 %0 M ary P in and for the J e f Washington, residing bl Redmond " EXHIBIT A That portion of the W. H. GILLIAM DONATION LAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., in King County, Washington, and of Government Lot 1, Section 25, Township 23 North, Range 4 East W.M., in King County, Washington, more particularly described as follows: Commencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with st Easterly margin of James Christensen Road and the true point of • l!� beginning; thence continuing South 89 deg. 47 min. East 10.00 feet; CD thence North 00 deg. 14 min. West 6.52 feet; C CV thence North 10 deg. 34 min. West 47.71 feet; 0 thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left CD bank of the Green River; c0 thence continuing Easterly and Southerly along the bank of the Green River the following courses and distances: South 33 deg. 54 min. 07 sec. East 13.80 feet South 63 deg. 07 min. 11 sec. East 69.32 feet; South 78 deg. 22 min. 29 sec. East 50.99 feet; South 88 deg. 32 min. 20 sec. East 50.01 feet; North 86 deg. 52 min. 54 sec. East 50.09 feet; North 82 deg. 20 min. 44 sec. East 100.98 feet; North 77 deg. 54 min. 28 sec. East 51.20 feet; North 64 deg. 40 min. 27 sec. East 55.46 feet; South 85 deg. 06 min. 39 sec. East 25.08 feet; South 87 deg. 23 min. 39 sec. East 25.02 feet; South 82 deg. 50 min. 31 sec. East 50.36 feet; South 59 deg. 34 min. 16 sec. East 57.80 feet; South 43 deg. 21 min. 09 sec. East 30.41 feet; South 41 deg. 40 min. 19 sec. East 67.27 feet; South 29 deg. 47 min. 54 sec. East 57.80 feet; South 3 deg. 44 min. 56 sec. West 50.09 feet; South 24 deg. 03 min. 53 sec. West 54.63 feet; South 39 deg. 19 min. 22 sec. West 64.34 feet; South 32 deg. 31 min. 34 sec. West 59.10 feet; South 35 deg. 18 min. 26 sec. West 61.03 feet; South 39 deg. 40 min. 01 sec. West 64.66 feet; South 40 deg. 00 min. 29 sec. West 64.98 feet; South 29 deg. 07 min. 34 sec. West 34.24 feet; South 31 deg. 16 min. 45 sec. West 23.32 feet; South 34 deg. 31 min. 52 sec. West 60.46 feet; South 30 deg. 51 min. 21 sec. West 58.05 feet; South 13 deg. 16 min. 05 sec. West 51.31 feet; South 15 deg. 57 min. 27 sec. West 51.92 feet; South 13 deg. 48 min. 40 sec. West 51.42 feet; South 00 deg. 38 min. 22 sec. East 60.01 feet; South 00 deg. 18 min. 55 sec. West 40.00 feet; South 07 deg. 39 min. 16 sec. East 50.49 feet; South 18 deg. 27 min. 46 sec. East 52.81 feet; South 27 deg. 57 min. 17 sec. East 17.29 feet to a point which is 970.00 feet South of the North line of said Government Lot 1; thence North 80 deg. 47 min. West 366.02 feet, more or less, to the Easterly margin of the said James Christensen Road; thence North 00 deg. 14 min. West 210.00 feet; thence from a tangent which bears North 89 deg. 46 min. 00 sec. East along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 90 deg. 00 min. 00 sec. an arc distance of 62.83 feet; thence from a tangent which bears North 00 deg. 14 min. 00 sec. West along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet to a point of reverse curvature; thence tangent to the preceding curve along the arc of a curve to the right, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet, to a point on the Easterly margin of James Christensen Road; "Exhibit A ", continued thence a]ong said Easterly margin North 00 deg. 14 min. 00 sec. West 650.72 feet to the true point of beginning; EXCEPT that portion of the Bow Lake pipeline right of way as granted by instrument recorded under Recording No. 4106155; EXCEPT the Easterly 20 feet thereof; EXCEPT that portion described as follows: That portion of the W.M. GILLIAM CCNAT]ON LAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., and of Government Lot 1 in Section 25, Township 23 North, Range 4 East W.M., all in King County.,:;Washington, more particularly described as follows: Carrnencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line conanon to said Sections 24 and 25, a distance of 110.30 feet to intersection with the Easterly margin of James Christensen Road; • thence continuing South 89 deg. 47 min. East 10.00 feet; thence North 00 deg. 14 min. West 6.52 feet; thence North 10 deg. 34 min. West 17.37 feet to the true point of beginning; thence continuing North 10 deg. 34 min. West 30.34 feet; thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left bank of the Green River; thence continuing Easterly and Southerly along the bank of the Green River the following courses and distances: South 33 deg. South 63 deg. South 78 deg. South 88 deg. North 86 deg. North 82 deg. North 77 deg. North 64 deg. South 85 deg. South 87 dc-g. South 82 deg. South 59 deg. South 43 deg. South 41 deg. thence leaving and distances: South 48 deg. North 89 deg. South 48 deg. South 71 deg. North 84 deg. North 57 deg. North 42 deg. North 63 deg. beginning. 54 min. 07 sec. East 07 min. 11 sec. East 22 min. 29 sec. East 32 min. 20 sec. East 52 min. 54 sec. East 20 min. 44 sec. East 54 min. 28 sec. East 40 min. 27 sec. East 06 min. 39 sec. East 23 min. 39 sec. East 50 min. 31 sec. East 34 min. 16 sec. East 21 min. 09 sec. East 40 min. 19 sec. East said left bank of th 13.80 feet; 69.32 feet; 50.99 feet; 50.01 feet; 50.09 feet; 100.98 feet; 51.20 feet; 55.46 feet; 25.08 feet; 25.02 feet; 50.36 feet; 57.80 feet; 30.41 feet; 17.00 feet; e Green River the following courses 19 min. 41 sec. West 75.00 feet; 47 min. 00 sec. West 110.00 feet; 34 min. 59 sec. West 60.21 feet; 04 min. 07 sec. West 76.22 feet; 35 min. 20 sec. West 121.50 feet; 57 min. 21 sec. West 102.40 feet; 04 min. 00 sec. West 70.22 feet; 07 min. 11 sec. West 88.05 feet to the true point of A g 2 Escrow No. 1 -0716 City and State C Mal 1st Mart at Name of first amERICAN TITLE °; �- " Title '' ''. INSURANCE COMPANY Filed for Record at Request of Name PROFESSIONAL ESCROW SERVICES, INC. Address 919 124th Avenue N.E., No. 103 Bellevue, Washington 98005 the following described real estate, situated in the County of together with all after acquired title of the grantor(s) therein: Dated this 8th STATE OF WASHINGTON, as. County of King On this day personally appeared before me Betsy Fei chtmei r to me known to be the individual described in acknowleged that S signed the same uses and purposes therein mentioned. GIVEN under my hand and official seal this Quit Claim Deed day of /3 day of J Betsy Feichtmeir MAY ?Si "3 q 3 0 THE GRANTOR BETSY FEICHTMEIR, wife of Raymond A. Feichtmeir THIS SPACE RESERVED FOR RECORDER'S USE, for and in consideration of NO ,CONSIDERATION - DEED TO CREATE SEPARATE ESTATE conveys and quit claims to . A. FEICHTMEIR, as his separate estate, King State of Washington, As set forth in "Exhibit A" attached hereto, which by this reference is made a part hereof. THE INTENTION OF THIS DEED IS TO DIVEST THE GRANTOR OF ANY INTEREST COMMUNITY OR OTHERWISE, IN SAID PROPERTY AND TO VEST TITLE THEREIN IN THE GRANTEE AS HIS SEPARATE ESTATE. NO EXCISE AX MAYS 71980 E05928 May , 1930 and who executed the within and. foregei iig` inqrument, hnd as her free and voluntairy.ioranddeed, foi the Notary Pub ' i and of t)te -$wt residing at ? • 1 980 •r ifngton, /l/e " EXHIBIT A That portion of the W. H. GILLIAM DONATION LAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., in King County, Washington, and of Government Lot 1, Section 25, Zbwnship 23 North, Range 4 East W.M., in King County, Washington, more particularly described as follows: Commencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with Easterly margin of James Christensen Road and the true point of • beginning; thence continuing South 89 deg. 47 min. East 10.00 feet; thence North 00 deg. 14 min. West 6.52 feet; thence North 10 deg. 34 min. West 47.71 feet; thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left bank of the Green River; thence continuing Easterly and•Southerly along the bank of the Green River the following courses and distances: South 33 deg. 54 min. 07 sec. East 13.80 feet South 63 deg. 07 min. 11 sec. East 69.32 feet; South 78 deg. 22 min. 29 sec. East 50.99 feet; South 88 deg. 32 min. 20 sec. East 50.01 feet; North 86 deg. 52 min. 54 sec. East 50.09 feet; North 82 deg. 20 min. 44 sec. East 100.98 feet; North 77 deg. 54 min. 28 sec. East 51.20 feet; North 64 deg. 40 min. 27 sec. East 55.46 feet; South 85 deg. 06 min. 39 sec. East 25.08 feet; South 87 deg. 23 min. 39 sec. East 25.02 feet; South 82 deg. 50 min. 31 sec. East 50.36 feet; South 59 deg. 34 min. 16 sec. East 57.80 feet; South 43 deg. 21 min. 09 sec. East 30.41 feet; South 41 deg. 40 min. 19 sec. East 67.27 feet; South 29 deg. 47 min. 54 sec. East 57.80 feet; South 3 deg. 44 min. 56 sec. West 50.09 feet; South 24 deg. 03 min. 53 sec. West 54.63 feet; South 39 deg. 19 min. 22 sec. West 64.34 feet; South 32 deg. 31 min. 34 sec. West 59.10 feet; South 35 deg. 18 min. 26 sec. West 61.03 feet; South 39 deg. 40 min. 01 sec. West 64.66 feet; South 40 deg. 00 min. 29 sec. West 64.98 feet; South 29 deg. 07 min. 34 sec. West 34.24 feet; South 31 deg. 16 min. 45 sec. West 23.32 feet; South 34 deg. 31 min. 52 sec. West 60.46 feet; South 30 deg. 51 min. 21 sec. West 58.05 feet; South 13 deg. 16 min. 05 sec. West 51.31 feet; South 15 deg. 57 min. 27 sec. West 51.92 feet; South 13 deg. 48 min. 40 sec. West 51.42 feet; South 00 deg. 38 min. 22 sec. East 60.01 feet; South 00 deg. 18 min. 55 sec. West 40.00 feet; South 07 deg. 39 min. 16 sec. East 50.49 feet; South 18 deg. 27 min. 46 sec. East 52.81 feet; South 27 deg. 57 min. 17 sec. East 17.29 feet to a point which is 970.00 feet South of the North line of said Government Lot 1; thence North 80 deg. 47 min. West 366.02 feet, more or less, to the Easterly margin of the said James Christensen Road; thence North 00 deg. 14 min. West 210.00 feet; thence from a tangent which bears North 89 deg. 46 min. 00 sec. East along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 90 deg. 00 min. 00 sec. an arc distance of 62.83 feet; thence from a tangent which bears North 00 deg. 14 min. 00 sec. West along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet to a point of reverse curvature; thence tangent to the preceding curve along the arc of a curve to the right, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet, to a point on the Easterly margin of James Christensen Road; South 48 deg. North 89 deg. South 48 deg. South 71 deg. North 84 deg. North 57 deg. North 42 deg. North 63 deg. beginning. "Exhibit A ", continued thence along said Easterly margin North 00 deg. 14 min. 00 sec. West 650.72 feet to the true point of beginning; EXCEPT that portion of the Bow Lake pipeline right of way as granted by instrument recorded under Recording No. 4106155; EXCEPT the Easterly 20 feet thereof; EXCEPT that portion described as follows: That portion of the W.M. GILLIAM MAAT1ON IAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., and of Government Lot 1 in Section 25, Township 23 North, Range 4 East W.M., all in King County, Washington, more particularly described as follows: Commencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with the Easterly margin of James Christensen Road; • thence continuing South 89 deg. 47 min. East 10.00 feet; thence North 00 deg. 14 min. West 6.52 feet; thence North 10 deg. 34 min. West 17.37 feet to the true point of beginning; thence continuing North 10 deg. 34 min. West 30.34 feet; thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left bank of the Green River; thence continuing Easterly and Southerly along the bank of the Green River the following courses and distances: South 33 deg. 54 min. 07 sec. East 13.80 feet; South 63 deg. 07 min. 11 sec. East 69.32 feet; South 78 deg. 22 min. 29 sec. East 50.99 feet; South 88 deg. 32 min. 20 sec. East 50.01 feet; North 86 deg. 52 min. 54 sec. East 50.09 feet; North 82 deg. 20 min. 44 sec. East 100.98 feet; North 77 deg. 54 min. 28 sec. East 51.20 feet; North 64 deg. 40 min. 27 sec. East 55.46 feet; South 85 deg. 06 min. 39 sec. East 25.08 feet; South 87 deg. 23 min. 39 sec. East 25.02 feet; South 82 deg. 50 min. 31 sec. East 50.36 feet; South 59 deg. 34 min. 16 sec. East 57.80 feet; South 43 deg. 21 min. 09 sec. East 30.41 feet; South 41 deg. 40 min. 19 sec. East 17.00 feet; thence leaving said left bank of the Green River the following courses and distances: 19 min. 41 sec. West 75.00 feet; 47 min. 00 sec. West 110.00 feet; 34 min. 59 sec. West 60.21 feet; 04 min. 07 sec. West 76.22 feet; 35 min. 20 sec. West 121.50 feet; 57 min. 21 sec. West 102.40 feet; 04 min. 00 sec. West 70.22 feet; 07 min. 11 sec. West 88.05 feet to the true point of Form No. 1402 (1/70) ALTA Owner's Policy Form B — 1970 (Amended 10- 17.70) D 249815 •c A i\9ER - ti C - 1• ISSUED BY POLICY OF TITLE INSURANCE First American Title Insurance Company SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS CONTAINED IN SCHEDULE B AND THE PROVISIONS OF THE CONDITIONS AND STIPULATIONS HEREOF, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the amount of insurance stated in Schedule A, and costs, attorneys' fees and expenses which the Company may become obligated to pay hereunder, sustained or incurred by the insured by reason of: 1. title to the estate or interest described in Schedule A being vested otherwise than as stated therein; 2. any defect in or lien or encumbrance on such title; 3. lack of a right of access to and from the land; or 4. unmarketability of such title. IN WITNESS WHEREOF, First American Title Insurance Company has caused this policy to be signed and sealed by its duly authorized officers as of Date. of Policy shown in Schedule A. First American Title Insurance Company BY ATTEST PRESIDENT SECRETARY 3. DEFENSE AND PROSECUTION OF AC- TIONS — NOTICE OF CLAIM TO BE GIVEN BY AN INSURED CLAIMANT (a) The Company, at its own cost and with- out undue delay, shall provide for the defense of an THE FOLLOWING MATTERS ARE EXPRESSLY EXCLUDED FROM THE COVERAGE OF THIS POLICY: 1. ANY LAW, ORDINANCE OR GOVERNMENTAL REGULATION (INCLUDING BUT NOT LIMITED TO BUILDING AND ZONING ORDINANCES) RESTRICTING OR REGULATING OR PROHIBITING THE OCCUPANCY, USE OR ENJOYMENT OF THE LAND, OR REGULATING THE CHAR- ACTER, DIMENSIONS OR LOCATION OF ANY IMPROVEMENT NOW OR HEREAFTER ERECTED ON THE LAND, OR PROHIBITING A SEPARATION IN OWNERSHIP OR A REDUCTION IN THE DIMENSIONS OR AREA OF THE LAND, OR THE EFFECT OF ANY VIOLATION OF ANY SUCH LAW, ORDINANCE OR GOVERNMENTAL REGULATION. 2. RIGHTS OF EMINENT DOMAIN OR GOVERNMENTAL RIGHTS OF POLICE POWER UNLESS NOTICE OF THE EXERCISE OF SUCH RIGHTS APPEARS IN THE PUBLIC RECORDS AT DATE OF POLICY. 3. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS, OR OTHER MATTERS (a) CREATED, SUFFERED, ASSUMED OR AGREED TO BY THE INSURED CLAIMANT; (b) NOT KNOWN TO THE COMPANY AND NOT SHOWN BY THE PUBLIC RECORDS BUT KNOWN TO THE INSURED CLAIMANT EITHER AT DATE OF POLICY OR AT THE DATE SUCH CLAIMANT ACQUIRED AN ESTATE OR INTEREST INSURED BY THIS POLICY AND NOT DISCLOSED IN WRITING BY THE INSURED CLAIMANT TO THE COMPANY PRIOR TO THE DATE SUCH INSURED CLAIMANT BECAME AN INSURED HEREUNDER; (c) RESULTING IN NO LOSS OR DAMAGE TO THE INSURED CLAIMANT; (d) ATTACHING OR CREATED SUBSEQUENT TO DATE OF POLICY; OR le) RESULTING IN LOSS OR DAMAGE WHICH WOULD NOT HAVE BEEN SUSTAINED IF THE INSURED CLAIMANT HAD PAID VALUE FOR THE ESTATE OR INTEREST INSURED BY THIS POLICY. 1. DEFINITION OF TERMS The following terms when used in this policy mean: (a) "insured ": the insured named in Schedule A, and, subject to any rights or defenses the Company may have had against the named in- sured, those who succeed to the interest of such insured by operation of law as distinguished from purchase including, but not limited to, heirs, distributees, devisees, survivors, personal representa- tives, next of kin, or corporate or fiduciary successors. lb) "insured claimant ": an insured claiming loss or damage hereunder. (c) "knowledge ": actual knowledge, not constructive knowledge or notice which may be imputed to an insured by reason of any public records. (d) "land ": the land described, speci- fically or by reference in Schedule C, and improve- ments affixed thereto which by law constitute real property; provided, however, the term "land" does not include any property beyond the lines of the area specifically described or referred to in Schedule C, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modi- fy or limit the extent to which a right of access to and from the land is insured by this policy. (e) "mortgage ": mortgage, deed of trust, trust deed, or other security instrument. (f) "public records ": those records which by law impart constructive notice of matters relating to said land. 2. CONTINUATION OF INSURANCE AFTER CONVEYANCE OF TITLE The coverage of this policy shall continue in force as of Date of Policy in favor of an insured so long as such insured retains an estate or interest in the land, or holds an indebtedness secured by a pur- chase money mortgage given by a purchaser from such insured, or so long as such insured shall have liability by reason of covenants of warranty made by such insured in any transfer or conveyance of such estate or interest; provided, however, this policy shall not continue in force in favor of any purchaser from such insured of either said estate or interest or the indebtedness secured by a purchase money mortgage given to such insured. SCHEDULE OF EXCLUSIONS FROM CO\L, AGE CONDITIONS AND STIPULATIONS insured in all litigation consisting of actions or Proceedings commenced against such insured, or a defense interposed against an insured in an action to enforce a contract for a sale of the estate or interest in said land, to the extent that such liti- gation is founded upon an alleged defect, lien, encumbrance, or other matter insured against by this policy. (b) The insured shall notify the Company promptly in writing (i) in case any action or pro- ceeding is begun or defense is interposed as set forth in (a) above, (ii) in case knowledge shall come to an insured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as insured, and which might cause loss or damage for which the Company may be liable by virtue of this policy, or (iii( if title to the estate or interest, as insured, is rejected as un- marketable. If such prompt notice shall not be given to the Company, then as to such insured all liability of the Company shall cease and terminate in regard to the matter or matters for which such prompt notice is required; provided, however, that failure to notify shall in no case prejudice the rights of any such insured under this policy unless the Company shall be prejudiced by such failure and then only to the extent of such prejudice. (c) The Company shall have the right at its own cost to institute and without undue delay prosecute any action or proceeding or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or in- terest as insured, and the Company may take any appropriate action under the terms of this policy, whether or not it shall be liable thereunder, and shall not thereby concede liability or waive any provision of this policy. (d) Whenever the Company shall have brought any action or interposed a defense as re- quired or permitted by the provisions of this policy, the Company may pursue any such litigation to final determination by a court of competent juris- diction and expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. (e) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding, the in- sured hereunder shall secure to the Company the right to so prosecute or provide defense in such ac- tion or proceeding, and all appeals therein, and per- mit the Company to use, at its option, the name of such insured for such purpose. Whenever requested by the Company, such insured shall give the Company all reasonable aid in any such action or proceeding, in effecting settlement, securing evi- dence, obtaining witnesses, or prosecuting or de- fending such action or proceeding, and the Company shall reimburse such insured for any expense so incurred. • 4. NOTICE OF LOSS — LIMITATION OF ACTION In addition to the notices required under paragraph 3(b) of these Conditions and Stipulations, a statement in writing of any loss or damage for which it is claimed the Company is liable under this policy shall be furnished to the Company within 90 days after such loss or damage shall have been determined and no right of action shall accrue to an insured claimant until 30 days after such statement shall have been furnished. Failure to furnish such statement of loss or damage shall terminate any liability of the Company under this policy as to such loss or damage. 5. OPTIONS TO PAY OR OTHERWISE SET- TLE CLAIMS The Company shall have the option to pay or otherwise settle for or in the name of an insured claimant any claim insured against or to terminate all liability and obligations of the Company here- under by paying or tendering payment of the amount of insurance under this policy together with any costs, attorneys' fees and expenses in- curred up to the time of such payment or tender of payment, by the insured claimant and authorized by the Company. 6. DETERMINATION AND PAYMENT OF LOSS (a) The liability of the Company under this policy shall in no case exceed the least of: (i) the actual loss of the insured claimant; or (ii) the amount of insurance stated in Schedule A. (b) The Company will pay, in addition to any loss insured against by this policy, all costs im- posed upon an insured in litigation carried on by the Company for such insured, and all costs, attorneys' fees and expenses in litigation carried on by such insured with the written authorization of the Company. (c) When liability has been definitely fixed in accordance with the conditions of this policy, the loss or damage shall be payable within 30 days thereafter. (Continued on inside back cover) Jacket - Form No. 14 (1/70) Name of Insured: RAYMOND A. FEIC iTMEIR. FEE SIMPLE ESTATE. SCHEDULE A Total Fee for Title Search, Examination and Title Insurance $1,785.75 Policy No. 55270 Amount of Insurance: $1,464,000.00 Cover No. D- 249815 Date of Policy: June 10, 1980 at 8:30 a.m. 2. The estate or interest referred to herein is at Date of Policy vested in: RAYMOND A. FEICHTMEIR, as his separate estate. 3. The estate or interest in the land described in Schedule C and which is covered by this policy is: Form No. 1402•C ABTA Standard Policy western Region This policy does not insure against Part One: SCHEDULE B oss or damage by reason of the matters shown in parts one and two following: 1. Taxes or assessments w ich are not shown as existing liens by the records of any taxing authority that levies taxes or assessmen son real property or by the public records. 2. Any facts, rights, inter . s, or claims which are not shown by the public records but which could be ascertained by an inspe ion of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of ea ment or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts i boundary lines, shortage in area, encroachments, or any other facts which a correct survey would di lose, and which are not shown by public records. 5. Unpatented mining clai s; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, clai s or title to water. 6. Any lien, or right to a li n, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records. Schedule B Part Two: Policy No. 55270 1. EASEMENT AND ODNDITIONS CONTAINED THEREIN Grantor: Robert D. Van Woerden and Sylvia D. Van Wberden Grantee: King County, a legal subdivision of the State of Washington Location: 30 feet along the left bank of Green River, which affects the Easterly 10 feet of the property herein described Purpose: 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 obstructions as are necessary to provide adequate clearance and to eliminate interference with, or hazards to the structures Dated: July 28, 1976 Recorded: August 4, 1976 Recording No.: 7608040557 (Said easement was also delineated on the face of the Short Plat as the Easterly 10 feet of the property herein described) 2. EASEMENT AS DELINEA'rJU AND /OR DEDICAMD ON THE FACE OF SHORT PLAT NO. 79- 16 -55, RECORDED UNDER RECORDING NO. 7906050099: Purpose: Sidewalk and utility Affects: The Westerly 10 feet of the property herein described (Also reserved for future roadway) 3. Any question that may arise due to the shifting and changing in the course of Green River. 4. Right in the general public to the unrestricted use of all the waters of a navigable body of water not only for the primary • purpose of navigation, but also for corollary purposes; including (but not limited to) fishing, boating, bathing, swimming, water skiing and other related recreational purposes, as those waters may affect the tidelands, shorelands, or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level, all as further defined by the decisional law of this state. (Affects all of the premises subject to such submergence) Schedule C Policy No. 55270 The land referred to in this policy is situated in the State of Washington, County of King and is described as follows: That portion of the W. H. GILLIAM DONATION LAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., in King County, Washington, and of Government -Lot 1, Section 25, Township 23 North, Range 4 East W.M., in King County, Washington, more particularly described as follows: Commencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with Easterly margin of James Christensen Road and the true point of beginning; thence continuing South 89 deg. 47 min. East 10.00 feet; thence North 00 deg. 14 min. West 6.52 feet; thence North 10 deg. 34 min. West 47.71 feet; thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left bank of the Green River; thence continuing Easterly and Southerly along the bank of the Green River the following courses and distances: South 33 deg. 54 min. 07 sec. East 13.80 feet South 63 deg. 07 min. 11 sec. East 69.32 feet; South 78 deg. 22 min. 29 sec. East 50.99 feet; South 88 deg. 32 min. 20 sec. East 50.01 feet; North 86 deg. 52 min. 54 sec. East 50.09 feet; North 82 deg. 20 min. 44 sec. East 100.98 feet; North 77 deg. 54 min. 28 sec. East 51.20 feet; North 64 deg. 40 min. 27 sec. East 55.46 feet; South 85 deg. 06 min. 39 sec. East 25.08 feet; South 87 deg. 23 min. 39 sec. East 25.02 feet; South 82 deg. 50 min. 31 sec. East 50.36 feet; South 59 deg. 34 min. 16 sec. East 57.80 feet; South 43 deg. 21 min. 09 sec. East 30.41 feet; South 41 deg. 40 min. 19 sec. East 67.27 feet; South 29 deg. 47 min. 54 sec. East 57.80 feet; South 3 deg. 44 min. 56 sec. West 50.09 feet; South 24 deg. 03 min. 53 sec. West 54.63 feet; South 39 deg. 19 min. 22 sec. West 64.34 feet; South 32 deg. 31 min. 34 sec. West 59.10 feet; South 35 deg. 18 min. 26 sec. West 61.03 feet; South 39 deg. 40 min. 01 sec. West 64.66 feet; South 40 deg. 00 min. 29 sec. West 64.98 feet; South 29 deg. 07 min. 34 sec. West 34.24 feet; C (Continued Schedule C) Policy No. 55270 South 31 deg. 16 min. 45 sec. West 23.32 feet; South 34 deg. 31 min. 52 sec. West 60.46 feet; South 30 deg. 51 min. 21 sec. West 58.05 feet; South 13 deg. 16 min. 05 sec. West 51.31 feet; South 15 deg. 57 min. 27 sec. West 51.92 feet; South 13 deg. 48 min. 40 sec. West 51.42 feet; South 00 deg. 38 min. 22 sec. East 60.01 feet; South 00 deg. 18 min. 55 sec. West 40.00 feet; South 07 deg. 39 min. 16 sec. East 50.49 feet; South 18 deg. 27 min. 46 sec. East 52.81 feet; South 27 deg. 57 min. 17 sec. East 17.29 feet to a point which is 970.00 feet South of the North line of said Government Lot 1; thence North 80 deg. 47 min. West 366.02 feet, more or less, to the Easterly margin of the said James Christensen Road; thence North 00 deg. 14 min. West 210.00 feet; thence from a tangent which bears North 89 deg. 46 min. 00 sec. East along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 90 deg. 00 min. 00 sec. an arc distance of 62.83 feet; thence from a tangent which bears North 00 deg. 14 min. 00 sec. West along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet to a point of reverse curvature; thence tangent to the preceding curve along the arc of a curve to the right, having a radius of 40.00 feet and a central angle of 60 deg. 00 min. 00 sec. an arc distance of 41.89 feet, to a point on the Easterly margin of James Christensen Road; thence along said Easterly margin North 00 deg. 14 min. 00 sec. West 650.72 feet to the true point of beginning; EXCEPT that portion of the Bow Lake pipeline right of way as granted by instrument recorded under Recording No. 4106155; EXCEPT the Easterly 20 feet thereof; EXCEPT that portion described as follows: That portion of the W.M. GILLIAM DONATION LAND CLAIM NO. 40 and of the Southwest quarter of the Southwest quarter of Section 24, Township 23 North, Range 4 East W.M., and of Government Lot 1 in Section 25, Township 23 North, Range 4 East W.M., all in King County, Washington, more particularly described as follows: Commencing at the Southwest corner of said Section 24; thence South 89 deg. 47 min. East along the line common to said Sections 24 and 25, a distance of 110.30 feet to intersection with the Easterly margin of James Christensen Road; thence continuing South 89 deg. 47 min. East 10.00 feet; (Continued Schedule C) thence North 00 deg. 14 min. West 6.52 feet; thence North 10 deg. 34 min. West 17.37 feet to the true point of beginning; thence continuing North 10 deg. 34 min. West 30.34 feet; thence North 79 deg. 26 min. East 20.80 feet, more or less, to the left bank of the Green River; thence continuing Easterly and Southerly along the bank of the Green River the following courses and distances: South 33 deg. 54 min. South 63 deg. 07 min. South 78 deg. 22 min. South 88 deg. 32 min. North 86 deg. 52 min. 54 North 82 deg. 20 min. 44 North 77 deg. 54 min. 28 North 64 deg. 40 min. 27 South 85 deg. 06 min. 39 South 87 deg. 23 min. 39 South 82 deg. 50 min. 31 South 59 deg. 34 min. 16 South 43 deg. 21 min. 09 South 41 deg. 40 min. 19 thence leaving said left and distances: 07 11 29 20 South 48 deg. 19 min. 41 North 89 deg. 47 min. 00 South 48 deg. 34 min. 59 South 71 deg. 04 min. 07 North 84 deg. 35 min. 20 North 57 deg. 57 min. 21 North 42 deg. 04 min. 00 North 63 deg. 07 min. 11 beginning. sec. sec. sec. sec. sec. sec. sec. sec. sec. sec. sec. sec. sec. sec. bank East East East East East East East East East East sec. West sec. West sec. West sec. West sec. West sec. West sec. West sec. West 13.80 feet; 69.32 feet; 50.99 feet; 50.01 feet; 50.09 feet; 100.98 feet; 51.20 feet; 55.46 feet; 25.08 feet; 25.02 feet; East 50.36 feet; East 57.80 feet; East 30.41 feet; East 17.00 feet; of the Green River Policy No. 55270 the following courses 75.00 feet; 110.00 feet; 60.21 feet; 76.22 feet; 121.50 feet; 102.40 feet; 70.22 feet; 88.05 feet to the true point of (ALSO KNOWN AS Parcels 1, 2, 3 and 4 of Short Plat No. 78 -16 -SS as recorded under King County Recording No. 7906050099). Situate in the City of Tukwila, County of King, State of Washington. First American Title Insurance Company BY BY INDORSEMENT Cover No. D- 24981 Attached to Policy No. 55270 First American Title Insurance Company The Company, recognizing the current effect of inflation on real property valuation and intending to provide additional monetary protection to the Insured Owner named in said Policy, hereby modifies said Policy, as follows: 1, Notwithstanding anything contained in said Policy to the contrary, the amount of insurance provided by said Policy, as stated in Schedule A thereof, is subject to cumulative annual upward adjustments in the manner and to the extent hereinafter specified. 2. "Adjustment Date" is defined, for the purpose of this Indorsement, to be 12:01 a. m. on the first January 1 which occurs more than six months after the Date of Policy, as shown in Schedule A of the Policy to which this Indorse- ment is attached, and on each succeeding January 1. 3. An upward adjustment will be made on each of the Adjustment Dates, as defined above, by increasing the maxi- mum amount of insurance provided by said Policy (as said amount may have been increased theretofore under the terms of this Indorsement) by the same percentage, if any, by which the United States Department of Commerce Composite Construction Cost Index (base period 1967) for the month of September immediately preceding ex- ceeds such Index for the month of September one year earlier; provided, however, that the maximum amount of insurance in force shall never exceed 150% of the amount of insurance stated in Schedule A of said Policy, less the amount of any claim paid under said Policy which, under the terms of the Conditions and Stipulations, re- duces the amount of insurance in force. There shall be no annual adjustment in the amount of insurance for years in which there is no increase in said Construction Cost Index. 4. In the settlement of any claim against the Company under said Policy, the amount of insurance in force shall be deemed to be the amount which is in force as of the date on which the insured claimant first learned of the assertion or possible assertion of such claim, or as of the date of receipt by the Company of the first notice of such claim, whichever shall first occur. Nothing herein contained shall be construed as extending or changing the effective date of said Policy. This indorsement is made a part of said Policy and is subject to the schedules, conditions and stipulations therein, except as modified by the provisions hereof. PRESIDENT ASSISTANT SECRETARY Issued by , . r NOTE: In connection with a future application for title insurance covering said land, reissue credit on premium charges (if applicable at all) will be allowed only upon the original face amount of insurance as stated in Schedule A of said Policy. FA — 11 (9- 30.74) Owner Inflation PARCEL 1 ( ORDER NO. _552 7 0 ESCROW NO. MORTGAGOR This map does not purport to show Ahighways, roads or easements affecting said property; no liability is assumed for variations in dimensions and location. 7. LIMITATION OF LIABILITY No claim shall arise or be maintainable under this policy (a) if the Company, after having received notice of an alleged defect, lien or encumbrance in- sured against hereunder, by litigation or otherwise, removes such defect, lien or encumbrance or es- tablishes the title, as insured, within a reasonable time after receipt of such notice; (b) in the event of litigation until there has been a final determina- tion by a court of competent jurisdiction, and dis- position of all appeals therefrom, adverse to the title, as insured, as provided in paragraph 3 hereof; or (c) for liability voluntarily assumed by an in- sured in settling any claim or suit without prior written consent of the Company. 8. REDUCTION OF LIABILITY All payments under this policy, except pay- ments made for costs, attorneys' fees and ex- penses, shall reduce the amount of the insurance pro tanto. No payment shall be made without producing this policy for endorsement of such payment unless the policy be lost or destroyed, in which case proof of such loss or destruction shall be furnished to the satisfaction of the Company. 9. LIABILITY NONCUMULATIVE It is expressly understood that the amount of insurance under this policy shall be reduced by any amount the Company may pay under any policy insuring either (a) a mortgage shown or referred to in Schedule B hereof which is a lien on the estate or interest covered by this policy, or (b) a mortgage hereafter executed by an insured which is a charge or lien on the estate or interest described or re- ferred to in Schedule A, and the amount so paid shall be deemed a payment under this policy. The Company shall have the option to apply to the pay- ment of any such mortgages any amount that otherwise would be payable hereunder to the in- sured owner of the estate or interest covered by this policy and the amount so paid shall be deemed a payment under this policy to said insured owner. (Continued from inside front cover) CONDITIONS AND STIPULATIONS 10. APPORTIONMENT If the land described in Schedule C con- sists of two or more parcels which are not used as a single site, and a loss is established affecting one or more of said parcels but not all, the loss shall be computed and settled on a pro rata basis as if the amount of insurance under this policy was di- vided pro rata as to the value on Date of Policy of each separate parcel to the whole, exclusive of any improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each such parcel by the Company and the insured at the time of the issuance of this policy and shown by an express statement herein or by an endorsement attached hereto. 11. SUBROGATION UPON PAYMENT OR SETTLEMENT Whenever the Company shall have settled a claim under this policy, all right of subrogation shall vest in the Company unaffected by any act of the insured claimant. The Company shall be subro- gated to and be entitled to all rights and remedies which such insured claimant would have had against any person or property in respect to such claim had this policy not been issued, and if requested by the Company, such insured claimant shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect such right of subrogation and shall permit the Company to use the name of such insured claimant in any transaction or litigation involving such rights or remedies. If the payment does not cover the loss of such insured claimant, the Company shall be subrogated to such rights and remedies in the pro- portion which said payment bears to the amount of said loss. If loss should result from any act of such insured claimant, such act shall not void this policy, but the Company, in that event, shall be required to pay only that part of any losses insured against hereunder which shall exceed the amount, if any, lost to the Company by reason of the impairment of the right of subrogation. 12. LIABILITY LIMITED TO THIS POLICY This instrument together with all endorse- ments and other instruments, if any, attached hereto by the Company is the entire policy and contract between the insured and the Company. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this policy. No amendment of or endorsement to this policy can be made except by writing endorsed hereon or attached hereto signed by either the Presi- dent, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signa- tory of the Company. 13. NOTICES, WHERE SENT All notices required to be given the Company . and any statement in writing required to be fur- nished the Company shall be addressed to it at its main office at 421 North Main Street, Santa Ana, California, or to the office which issued this policy. Affidavit of Publication STATE OF WASHINGTON COUNTY OF KING Subscribed and sworn to before me this AUZUS.t ,19...SO V.P.C. Form No. 97 Rev. 7-79 ss. Theresa Skobin being first duly sworn on oath, deposes and says that .6h e. is the Gh .•e €...Clerk of THE DAILY RECORD CHRONICLE, a newspaper published six (6) times a week. That said newspaper is a legal newspaper and it is now and has been for more than six months prior to the date of publication referred to, printed and published in the English language continually as a newspaper published four (4) times a week in Kent King County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper. That the Daily Record Chronicle has been approved as a legal newspaper by order of the Superior Court of the County in which it is published, to -wit, King County, Washington. That the annexed is a ....1 o.t i.C.9 • •.0�...�pp�.i c at3 on T1582. as it was published in regular issues (and not in supplement form of said newspaper) once each issue for a period of 2 consecutive issues, commencing on the i 1.. day of .AUgU.S t ,19 ...8.0.., and ending the day of Au ,19... both dates inclusive, and that such r spaper was regularly distributed to its sub- scribers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $1.8...00 which has been paid in full at the rate of per folio of one hundred words for the first insertion and per folio of one hundred words for each subsequent insertion. Chio.f. 18 day of Notary Public in and for the State of Washington, residing attGowt, King County. — Passed by the Legislature, 1955, known as Senate Bill 281, effective June 9th, 1955. — Western Union Telegraph Co. rules for counting words and figures, adopted by the newspapers of the State. 6.1i of TiJkwila 8200 SoulharNer Bouhvard 11►cwie VMrliwlon 98198 MASTER LAND DEVELOPMENT APPLICATIQV FORM 1. General location of proposed project 16040 Christensen Road (give street address, if known, Tuk i a. A 98188 "" other td1 t nearby intersections or streets.) within S /W (quarter section of section 24 of township 23 N., Range 4 -E W.M., in Tukwila, King County, Washington. 2. Name of water area and /or wetlands within which development is proposed Green River 3. Current use of the property with existing improvements Pasture land with one Office Building under construction (Permit No. au-4 -smr ana an oia nouse presencly being use as temporary office. 4. Proposed use of property n f f; n P r nmp T e x $8,000,000.00 Begin SfL,tamhar 19110 SUPPLEMENTARY QUESTIONAIRE - Schedule • B SHORELINE MANAGEMENT S. A. Total construction cost and fair market value of proposed project including additional developments contemplated but not included in this application: B. Construction dates (month and year) for which this permit is requested: End , Apprnx Sneer 1982 6. (To be completed by local official) Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, floodway, delta; type of beach such as accretion, erosion, high bank, low bank or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any): 7. (To be completed by local official) In the event that any of the proposed buildings or structures will exceed a height of 3S feet above the existing grading level, indicate the approximate location of and number of residen- tial units, existing and potential that will have an obstructed view. I4r hire. • MASTER LAND DEVELOPMENT APPLICATION FORM NOTE: Please write legibly or type all requested information -- incomplete applications will not be accepted for processing. r SECTION I. GENERAL DATA Raymond A. Feichtmeir, The Tecton Company 1) APPLICANT'SNAM c / 0 'Parley R. JAnaAn TELEPHONE: (415 ) 284-4398 2) APPLICANT'S ADDRESS 9c1 Lafayette Cr. Rm 230 ZIP: Lafayette CA. .94.549 3) PROPERTY OWNER'S NAMERaymond A. Feichtmeir TELEpHoNE (206 ) 241-2134 4) PROPERTY OWNER' S ADDRESS 160 oh .c.n ZIP: Tukwila. WA. 98188' 5) LOCATION OF PROJECT: (geographic or legal descrip.) 1 hn4n Chri s tens en - id.' ., Tukwila, WA. 98188 (see attached legal description) 6) NAME OF PROJECT(OPTIONAL) a. NAME: b. NAME: KROLL PAGE: RTVERVTEW PLAZA SECTION II: PROJECT INFORMATION 7) BRIEFLY DESCRIBE THE PROJECT YOU PROPOSE: and parking FIEES: ISO RCPT. 3Z SO M.F. EPIC. pr,,Lacts;nrial •Iffioga a' Rtindings (3) 8) DO YOU PROPOSE TO DEVELOP THIS PROJECT IN PHASES? [3YES [JNO 9) PROJECT DATE a. NET ACRES 7.80 C. PARKING SPACES 544 b. GROSS ACRES 8.68 d. FLOORS OF CONSTRUCTION 3 e. LOT AREA COVERAGE BLDG. 50,900sQ.Fr. LANDSCAPE107,000 SQ. FT. PAVING SQ. FT. 10) DOES THE.AVERAGE SLOPE OF THE SITE EXCEED 10%? 1:::1 YES EINO 11) EXISTING ZONING M-1 12. EXISTING CCMP.PLAN Lt. Industrial 13) IS THIS SITE DESIGIATED FOR SPECIAL CONSIDERATION C1YEs EiI ON THE CITY'S ENVIROMENTAL BASE MAP? 14) IF YOU WISH TO HAVE COPIES OF CITY CORRESPONDENCE, STAFF REPORTS, OR OTHER DOMMETT5 SENT TO ADDRESSES OTHER THAN APPLICANT OR PROPERTY NER, PLEASE INDICATE BELOW. ADDRESS: ADDRESS: 4 . • Note: Building A shown on site plan was approved under Shoreling Permit # 80 100. ,.. SECTION III: APPLICANT'S AFFIDAVIT . lett I, Rxymnn A, Fehtmeir • being duly sworn, declare that I am the • contract pure aser or owner or the property involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. day of Subscribed and sworn before me 'C1215 • ary residing at ."4"' - -4"-' , is in a • - or t e tate o Was ington • SECTION IV: SUPPORTING MATERIAL REQUIREMENTS NOTE: All applications require certain supporting doctanents and information which are described in the following table: TYPE OF APPLICATION (CHECK BOX(ES)) SUPPORTING INFORMATION REQUIRED REZONING 1E, 2, 3, 4, 5, 7, 11 CONDITIONAL USE PERMIT 1C, 3, 4, 5, 7, 11 VARIANCE 1F, 4, 7, 11 or 17 COMPREHENSIVE PLAN AMENDMENT 1D, 3, 4, 5, 7, 11, 12 ✓SHORELINE MGIT. PERMIT 118, 3, 4, 5, 7, 10, 11, 13 1 SHORELINE MGM T PERMIT, REVISION 4, 10, 16 WAIVER IA, 3, 4, 11, 12, 13 SHORT PLAT 4, 5, 9 BINDING SITE IMOPROVEMENT PLAN 4, 5, 8 ARCHITECTURAL REVIEW 11, 12, 13 LANDSCAPE REVIEW 14 SUBDIVISION 4, 5, 6, 15 SIGN VARIANCE 4, 6, 16,17' * *See TABLE 1 for detailed description • � I t, v � » _ '~ I N ) F _z D/PA /NA6E PER /WRING AREA ORA /NAS DErA/L" (eel \ 1 4a 1 I I I \ \ I 71 e BLDG. 3 FIN. FL. 27.1 75,000 S0. FT. S OCCUPANTS: 675 ....MOP DRAIN /.TOOT /NG ORA,/N (Tip.) ESrle ICE SPRINKLER PIT T p �TAPP /NO TEE V" G. V. (FL s Ma) I EOCK/NG Fri ..l FS bra L 5. TARO ORA /N RIM -870 /. E. • 22.89 C.O. TARO ORA /N R /M• E7.o iE• E24,9 B "TEE( 4LEA FL) >a SM(NKLER MT B V, (MAI • 4- a /C 141 KING YARD ORA R/M • 27.0 /e • .22.34 .s. o.314 . LINED W/ S000eb SLOPes ORA RACE PER "PARR MS AREA DRAINAGE DETAIL" (r .cal) C.80/0, TYPE D' w/OIL e 6' AG.. /9.Be, /a" /.0 •10.55 f0• COO ft, TYPE R R/M- EEO /E -1048, I5 "¢ /.a. -1025 /e' C ..e9, er/PLAP sA R/M • :e73 _ LE. • /9.74 W. /.E. /9.ii E. SL#. /f{CMP, s•I/sY. /E. • t /.59 C.8.07 TYPE d' OIL SEPARATOR RIM. 20.50 LE. 2/.95 ORA NAGE PER "PARKINS AREA DRAINAGE DETAIL" seal Ae\ /91 0 .41AI o TAI si rs PE GE UR C ( . / .l • e: � �/ / -• A e .ea - E,isA 50L.F G' 1 _y L � .r. / E% R - C. r.y eF � h/4 As Sw /h 11f[Xra �� T era ff w. Fy Inlc•.' ILr Sbo NO PARKING FIRE LANE COLLARDS Sig REMMVE ewer. I CAP e EGVECT'1 7D EX/aT. JO' RIVER PROTECT /ON EASEMENT TO KING CO. SPECIFICATICNSI I) LICIT 1005E RIP RIP RNGEI 25/ SO 1 751 LAGER TIM NO SOS LAGER THW 601 10110F WIC! ENDER TIM 751 1011 LESS UM 2111 RI OAPNGTIGI FOR FILL! HINIMM mIPMTION • 1.011 or THE MAMIMM DENSITY AS RTIMIMEO BY THE W0.EM leTHW AS CALMED BY A.S.T.M. RSIOIATIM MAGER 2922.71. 3) ma RIP RR SHALL HATE A MINIMM RNSITY W 160 PONDS PER CUBIC FOOT, NO IT SHALL CONTAIN NO SOIL 01 ERIRMEOHS MATERIAL. I g ilL EXIST UO BOTTO M WS. EL.. 7') TOE ELEV. I' BELOW RIVER BOTTOM N IB"0 METAL END SECTION WITH I' PIPE STUB ATTACHED PLACE PHEW RIP EREVER ELI SATISFACTION WA1100001lIT. S.W.M. AT LEA CONSTRUCTION. RIP RAP OR SPALLS CUTOFF WALL S NOMINAL ALL AROUND (SOUARE) VE OUTFALL AND /OR ACE IS DISTURRED TO TIIE COUNTY SURFAd WATER RACTOR MUST IIUTHFY X.C. HOURS PRIOR RI. 344.4056 TO ANT EXIST. 5.6 LEVEE xe' I.E..15 LEVEE OUTFALL Nrt. 4 p11 p1I 1T(nrpl'11UFn hrirrirn9 I II .l - IT 6 e•; OE OE BD LL Di a 4z EL EL IL OZ m m b DI m Vi •n z! a plc _ � dllJl�( 1��8�111111��111�1� �IIII�1111�1111�111111 411111111�1 EMERGENCY LEVEE ACCESS (LUST EE MAINTAINED BOTH NORTH 5 SOUTH OF OPEN CUT 0" M.V.O. F.H. W /BLOCK /NG 010.V. (MJ) Amu Vita "s 'i MUST e /OFRag 4 OATro T�SEiiwliT OIL. SEPARATOR • ,e \b \ \ \�iB MANHO� -- W k'\F\`t\ \, 24" Gm Ow. L vein Cam C.B. 65.9 EL. • 21.0 10 L.F. : 15 "0, S. I.0% INLET LE.•IS.06 Ie" FLAP GATE AMMO NO. IOC OR EQUAL BOLTED TO END OF IS" CAP FROM C.B. Nu. 7 w[� /, ,, .e PARKING AREA Curb e" Curb 6"CUrb t PARKING NOTE: SPACING AS SHOWN ON PLAN • D AI P�313KIlyG_AB�A_ � _ NQGE_DEZAIL., E!v -Fw,1 SANITARY SEWER NOTES: I. Sanitary sewer manholes s/5W // be Wash. State Dept of Troves. 48•. Prat tops OKepPOb /e I where repaired by depth. 2. This sewer design doss not meet the City of TLkwi/a's requirement of RIG Slope for side sewers. The System has been designed to be In Compliance with .the Washington State Department of Ecology's trio foot per second minimum flaw velocity. Therefore One owner shall assume ell liabl /icy far maintenance and upkeep for all portions of sanitary system beyond the public system in Christensen Rood. A// par City of 77.thwoo's requirements. I CLEAR THAN THIS NOTICE, IT IS DUE TO F THIS MICROFILMED DOCUMENT IS LESS! THE QUALITY OF THE ORIGINAL DOCUMENT E Curb Afi'EA 6• i" L' 1.0 4 CONCRETE CEMENT RAISED LANDSCAPE BOTH SIDES BETWEEN CURBS, CNo /NARY Hiatt WATER ELEV. (9000efa) E/•! M.S.L. 6.440.E. • ALL "54 aVNS JPANOAROJ .4.10 APAWOYEDAi#736414LJ. COagaROVL .WJrA4LArMA//N7NG/77 ,, H:N ass 52YE5I OL 01444 MPG' SJ J/ CYCAf MPG' .419 LMCO &&a line o, © J %14• rNrT1A0- J7D7Af LIP ONO -I QILY. Lao 03f Ms 17.1S.40! WAY 'MS is CQCff/. MAY COME a.17/.41/ v/T LAO. J•s.'•l. AA9li� /�1 w , P/rIele.4 YLW.7 O1./rSi0EaSar /4/P7 EAJEA/E.VT,CW A4g4 "g/S40l fry. CIA/AM/CERTCN/ i/Tr/AESSS TC ANIACTJVEs AL6. TEE A(a"0.111 VL24AT)ag AML✓E AISSLEYYa CAVCK OW,4JNJ.4AWASPEO 0S1V um/murex smut P..Hiiy /corer 17.5 LAJJIPAST PL U 4 /5/I AO / K I U4 r a N s. M E'2 ' / r p/NO Ares 'ea a 44Y W /)A' A! M / Y/Z e t 44 • 5YSMMM NON /RSQLYIZWEVrJ TOE eteme "we or.P. 47AAFA/r 44/0 OPR/NRLER LME/ON. TYPICAL SPRINKLE$ NOTES: I. AO water system material. I insfagetiona shall be ID City of TLkwlb standards f specification.. S. Domestic .ner,e meters end fire flow meters and fba Mfrs• spoil be installed to City of Tukwila standards / epeoi / cations. J Fire sprinkler system sha ll Os designed to City of 72.4wila standards I pecifications. 4 All sanitary, storm, wafer, utilities and driveway Improvements sha // be constructed in accordance with City of TLkw /Ia standards f spoaif /eations. S C.M.P shah be a min. II pa. gate. steel coated inside f Sot OF alum. All pip bedding shall be A.P.W.A. c /W., "5• bedding or better. A. All /1 concrete pipe shalt be .957M 0.74 37, a" C. R shah be 0 7. Nydraseed all disturbed areas, ..specks/ /y ea/ slops on dike. the grass muSt be estWb /fished prier fa final acceptance of site by The City of hkwiIa. N T - SCALE: I" • 20' CONTOUR INTERVAL: I' 100 YEAR FLOOD.ELEVT =285 A CITY OF TUKWILA DRAINAGE CURB CUTS ;MC a C I c✓r Pr ALI LSI.I rolW/, sr 9 4/t 5 O CD Z 0 ac i' FEB 2 1581 7 OCT 80 M,HNEL GJS 4,..N JHD ' ELI 1 - 364. 002.80' SNELT ST 2 ANLEIS I EX /sr. SAN.s /.E.• /7.1/,6'/ LE.• /7.10, a'O CONTRACTM S REMOVE 'EXPJT 4• STUI. • • 2.0 • P OOR — El-5 V..' 24 _ • • ORA14/3ft ) 'tf• BLDG'. S " // "ELL M FOOT/NE GRAINS ' OCCLJ PA Apia �r . .•) ' .. .M. �.: . CINCNO/)) ) Z.11 O. a. T.'VPL12 RIM• 14.ATt �. 22..'/1 C. a. TYPE, = R /M• 24.00 " /. E. X 10.94,•/e- /N L E.m 21.17, a "/N I.E.. 10 .94' /1' OUT cams If/M•14.75 E. •20.63,e•C R' /N /. E.•/9.20, /e C•P. IN I.E.• /9.10,14 "C.P. OUT rwe2c C.a. MH; W /OIL SEPARATOR / RELIEF GATE C.O. EX /ST /NO C.O. R/M • E4.O6 /E.• /9.0424 "C.R IN /. E.• 19.01, t4"C.M.R OUT FLAP OATS PER DETAIL SAWCUT EX/1T.CUR / /•, CON3TRUOr DRIVEWAY SEOT /ON,PER CITT OF•,F;,j:' TUKW /LA,'STANOAR08! • +'-o /SPEC/F/CAT /ONE :.q. 4 :'T REMOVE EXIST /NO ,�ABPMALT { + ^:P' =�iy rO ALLOW RELAY OF ,6? 8.8." '. •' sr a'f RESTORE :Dian? RE _ O� X, PAVEMENT It SUS •' /N. ACCORDANCE swilteCV OF TUKW /LA 'REQUIRES..? NTS.';'• ,NOTES/ - .. ... .' .2.. Domestic • Serb metiers and lbw flow miteis and 'Altocifti/cO7,,efonr "%a/m.6 . wie4 City of Tukw //o efoncfc%di /specO*ofhoins. ?. C.M. P, d/a / /be o RArn: /1,4.ga✓.. " sere/ cooled insidi out or Alum. A / /pp bedding'hal /b - APNA'.. ;I • G. A// /! "concrete pow sb4// bE ASTM 0•74 Y� �7...Nyd�cte�d ,a // diseu�bid•o�ioe `eePee /n //y • ' /I's /eppea on `diKe The • gives mow' Os:' eeeob /i3hed 'prroi• ;to P - / -- ocevp/onc . A, 'site . by 1•Ae Cify .oP,TuKw/ /o. • CEMENT CONCRETE' COTO of GLITTER \ . N\ ... I / 4 / , NOTE: • \ I I • SANITARY; SEWER MANHOLES SHALL • " • -BE. WASH. STATE DEPT. TRANS. 48' ; FLAT TOPS ACCEPTABLE WHERE . BLOO. CORNER SECTION "C-C" • •--- �f ".Ja^.irT.il'rrtT� 1;;?,;''.i' . -..r. ;�"�"T':^' .:. THIS SEWER DESIG DOES NOT MEET THE CITY , ` OF TUKWILA'S REQUIREMENTS OF 2% SLOPE -1 - FOR SIDE SEW RS. -THE SYSTEM HAS BEEN DESIGNED TO BE IN COMPLIANCE WITH THE .S ATE DEPARTMENT-OF ECOLOGY'S P ER /SECOND M MUM FLOW VELOCITY. E TH OWNER HALL ASSUME ALL FOR MAINT ANCE AND UP KEEP FOR ',' I ONS OF S, ITARY SYSTEM BEYOND THE?:,; STQM' II'CHRISTENSEN'ROAD. ALL PER V- ITU IL REQUIREMENTS: - 1 ".COMPT'.OEPTN ASPHALT CONCRETE. • /O* COMPT• DEPTH CTUSHED.SURFACING ' TOP COURSE. 1Vr "COMP¢ DEPTH CRUSHED. 3URFAC NC _SASE COURSE.' CLASS ' "a PIrRUN. MAY SE, REQUIRED ; . "PA'NO /NG SOIL CONDITIONS.' SECTION • A - A CURB %SIDEWALK' a STREET SECTIO SECTION' 11-611 .' LEVEE REPOSITION 4 R.SURFACINO - " RIP RAP ORDINARY NEO - WATCR� -, @ Irt PIiRUN CL.'B' �LN L�WI [Isle /O.'J M!L . @ASE. COURSE • —_ eCrITErK•I . ` • ' - EMEND BASE • UKWILLA SETBACK 40'min. .C. EASEMENT B BA 21 BLOPE I NOTE: AREA . BETWEEN BLDG'S. ' REVISED (I7 DEC. 19801. , FOR REVISION. ' EXTEND 4 "- 5" RP RAPING/ � EXIsr ;GRADE „ is it \ — = - -_ — MATERIAL / -- EXIST. GROUND AP OVEO FILL COM VACTCO To so RELATIVL�CQ�IPAC SECTION "F—F SEE SHT. 2 of BLDG. B OVERHANG •O .,A. C. MAINTEN ALICE SO' RIVER PROTECTION EASEMENT TO KING CO. KWILLA C EASEMI F LAP GATE ANCHOR -DETAIL TOP LEVEE .F REPO.ITIONED 4" GUSHED SURFACIIIO • RIP RAP It9P) AINTENANCE ORDNARY NION (90000,) EL.. 21.3 MSL /61ST. GROUND �/ SECTION "G SEE SHT. 2of 2 j - --- ORDINARY N/4N WATER ELCV. /S000a110 Eris t. EXpTAN MM , NOTE( - I NO VEHICULAR TRAFFIC "0N SEATTLE CITY,. WATER : , • PIPELINE.. C. MAINTENANCE SCALE: I 120' CONTOUR INTERVAL: 2' TOP LEVEE REP MTIOHEO I : /e.48 - A_ I.SLOPE 613 100rr. STORM v J: : •'. y .,- .r ::' .: \;s I t� /. s. x r`�L/ 1 .. • `J,: t • . . f d ' 4^!. t .( T: +r '. .. .Vr.. .. a1' c rr mT,�� "... .:, tpITIPPIIII111t11011 .TP.a E(5.,.. �L.•IC >: a,. I ^ ,11111111111111j1111IIII11110 1I I' -. "Trr 19 I I` O +• "•"'•" 1 2 :1 4 5 G 7 B _QRTRIDCL'-TVL 0€ B2 04 LE 9C GE BR CO Al It OE 01 GI Al 91 91 VI CI RI II of . 6mini1�lioluu�nulnu�uoluu�uu6ul�mihm�pu6in�inihul�miliminuluulmdmi�mdml�mlluu�milim�mdou�lm6ni�wduollodoulluduullmluuln • 2B- BLDG. INCLUDING OVERHANGS . TUKWILLA SETBACK 3 0 R ! A T S D I THEQUALITYOFT HEORIGINA TU BA •0 LOPE rmm. — / ORDINARY HIGH WATER 4 900 10e1,1 fL. •20.5 MSL — ] .. . EXIST. GRADE SECTIO�NN "E SPECIFICATIONS ROCK - R/PRAP 40%.-SOIL SPALL.S- 5o 26 ' • doh /00" \ 1 I ) • a a z O W Z z W N. ;. z 0 Y CC CO -I N INCOMMATEn FEB. 2 DATE C ALF -19 JUN : 80 • ! : . 1 1 i ,' DRAWN JHO'• DIEHL O'I.364 =0O2- site plan harley e jensen riverview plaza offices site work phase ii