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Permit PL10-028 - WESTFIELD SOUTHCENTER MALL - BSIP AND SPECIAL PERMISSIONS
WESTFIELD SOUTHCENTER MALL BSIP CORRECTION 225 TUKWILA PKWY PL1 0-028 L10-032 L10-061 BSIP & SPECIAL PERMISIONS September 23, 2010 Binding site improvement plan Binding site plan City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TO: Nicholas Lee, Applicant 2800 Southcenter Mall Tukwila, WA 98188 NOTICE OF DECISION Washington State Department of Ecology King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170. This notice is approved subject to the decision criteria and conclusions that follow. I. PROJECT INFORMATION Project File Number: L10-166/00( Associated File Numbers: PL10-028, L10-032, PW10-100, D09-237, E09-017, EL09-0513 Applicant: Nicholas Lee, Westfield Type of Permit Applied for: Special Permission Director, Landscape Perimeter Averaging Project Description: Request for Special Permission to credit the area of existing landscaping along Andover Park West to the required landscape perimeter along Tukwila Parkway. Location: 225 Tukwila Parkway, tax parcel number 359700-0257 Comprehensive Plan Designation/ Zoning District: TUC Background: In 2008, the Bank of America was located at 225 Tukwila Parkway on a tax parcel held by the Bank of America. A new bank building was constructed on the south side of the Westfield property and Westfield became the owner of the former Bank of America parcel. The former bank parcel has been vacant since that time. The Mall is now proposing to redevelop the former bank parcel in phases. Phase 1 is for demolition of the approximately 400 square foot former bank drive-through structure and replacement with 239 parking spaces. Phase 2 is for demolition of the adjacent 8,717 square foot bank building and replacement with 103 parking spaces. A BSIP is being pursued that will incorporate the former bank parcel into the mall campus. A BSIP allows certain zoning standards including parking and landscaping to be modified on the individual lots provided the standards for the entire site are met. The former bank property fronts Andover Park West and Tukwila Parkway. Mature trees are located in the planting area along each frontage. In order to preserve some significant stands of trees and maximize the parking on the site, the applicant is seeking to maintain the existing landscaping along Andover Park West and selectively reduce the landscape perimeter along Tukwila Parkway to allow parking between existing stands of trees. SM H:\A BoA Demo\L10-061 SP Landscape NOD.doc Page 1 of 4 09/23/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 i-. According to Tukwila Municipal Code (TMC) 18.52.020, fifteen feet of Type II perimeter landscaping is required along the frontages of Tukwila Parkway and Andover Park West. Project Information: The applicant requests permission to average the required fifteen foot Type II perimeter landscaping along the two public frontages and provide an area of landscaping equal or greater than the area required by code. The landscaped area will be located along the two public frontages but may be of less depth or greater depth than code requires provided the cumulative square footage of landscaping is met. The goal of perimeter averaging is to preserve existing mature trees while maximizing the creation of parking stalls. Decisional Criteria: According to Tukwila Municipal Code (TMC) 18.52.020 (B) Perimeter Landscaping Requirements by Zone District, the landscape perimeter may be averaged if the total required square footage is achieved, unless the landscaping requirement has been increased due to proximity to LDR, MDR, or HDR. Upon approval as a Type 2 decision, according to TMC 18.52.02, landscape perimeter averaging may be allowed as a Type 2 special permission decision if all of the following criteria are met: 1. Plant material can be clustered to more effectively screen parking areas and blank building walls. 2. Perimeter averaging enables significant trees or existing built features to be retained. 3. Perimeter averaging is used to reduce the number of driveways and curb cuts and allow joint use of parking facilities between neighboring businesses. 4. Width of the perimeter landscaping is not reduced to the point that activities on the site become a nuisance to neighbors. 5. Averaging does not diminish the quality of the site landscape as a whole. Code requires 11,607 square feet of perimeter landscaping; the proposed plan provides 14, 363 feet of perimeter landscaping. Perimeter landscaping is increased by 2,756 square feet beyond the required amount. Since the proposed project maintains the required landscape square footage and does not require increased landscaping due to lack of proximity to any residential zone, this application qualifies for review as a Type 2 decision. The design does not include blank walls; the mature trees stands will continue to provide screening of the parking area. Perimeter averaging is being sought to retain at least 32 mature trees. One means of egress is being removed but its removal is not impacted by perimeter averaging. Joint use of parking facilities is required through the BSIP. A sidewalk and landscape strip further separate the landscape perimeter from the public street. Side and rear yard landscaping do no apply to this project as it is subject to a BSIP. Averaging allows the preservation of mature trees. Retaining mature trees improve the quality of the landscaping. However, approximately 55 feet of the perimeter is only two to three feet deep along Tukwila Parkway with a low wall with no landscaping. The seven stalls in this section can be shortened to compact size to provide three additional feet of area for landscaping. Conclusions: 1. The total required square footage is achieved. 2. The site is not in close proximity to a residential zone. 3. Screening of parking areas will be maintained through the retention of mature trees. 4. Preserving existing significant tress is the goal of this proposal and it is successful. 5. Reducing curb cuts and creating joint use parking is not applicable. 6. The only neighbor is the public right of way. A sidewalk with landscaping strip separate the property from the street. 7. The quality of landscaping on the site would be diminished by the removal of mature trees. However, the plans show seven stalls without and landscaping. The length of these seven stalls can be reduced to compact size to allow three feet of landscaping to be added to the perimeter. SM H:\A BoA Demo \L 10-061 SP Landscape NOD.doc Page 2 of 4 09/23/2010 Landscape perimeter averaging between Tukwila Parkway and Andover Park West meets the criteria for approval of landscape perimeter averaging with the condition that the depth of the landscape perimeter in front of the seven easternmost stalls on Tukwila Parkway be increased by three feet through the creation of compact stalls. II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for Landscape Perimeter Landscaping does comply with applicable City and state code requirements and has approved this application, subject to any conditions which are set forth in the Decision. HI. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Hearing Examiner of the Decision on the Permit itself is permitted. 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. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, which is by October 7, 2010. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, 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 of $515 (plus retainer). SM H:W BoA Demo\L10-061 SP Landscape NOD.doc Page 3 of 4 09/23/2010 • • V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the permit shall be conducted as an open record hearing before the Hearing Examiner based on the testimony and documentary evidence presented at the open record hearing. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Director's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the decision is properly filed within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 4:30 p.m. The project planner is Stacy MacGregor, who may be contacted at 206-433-7166, for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Depa ment of Community Development City Tukwila SM H:\A BoA Demo\L 10-061 SP Landscape NOD.doc Page 4 of 4 09/23/2010 IIP ea* of J uwiea • Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: X Notice of Decision Project Name: Special Permission, Landscaping, Westfield / Bank of America Determination of Non -Significance Project Number: L10 01i, Notice of Public Meeting Mailing requested by: Stacy MacGregor Mitigated Determination of Non - Significance Mailer's signature: , i-, 71/ Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit — — FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed/attached on this _24th day of _September in the year 2010 WA DEPT OF ECOLOGY SEPA REVIEW PO BOX 47703 OLYMPIA WA KC ASSESSOR'S 500 4th AVE, RM# OFFICE ACCOUNTING DIVISION 709A SEATTLE WA Mr. Nicholas Lee Southcenter Mall 2800 Southcenter Mall Tukwila Wa 9f 7; Project Name: Special Permission, Landscaping, Westfield / Bank of America Project Number: L10 01i, Mailing requested by: Stacy MacGregor Mailer's signature: , i-, 71/ 1 W:\USERS\TERI\AFFIDAVIT OF DISTRIBUTION.DOC 504- 03 98 9£ Afii?1- rqe:orcliqk, rglitrq: to: CITY QF TUKWILA Office.Of the CityClerk. 6200 Southeenter Blyd. Tukwila, WA 98188 E2374003 (206) 433-1800 12/1/2008 14:41 .KING COUNTY, WA --.... $10.00 $0.00; GE001 OF 001 WASHINGTON STATE RECORDER'S'IsFoNer Sh.eet (RCW 65.04) • 11111111111111111111111M111 20081212000814 !?' CITY OF TUKWIL EAS 54.00 PAGE001 OF 013 12/12/2008 14:41 KING COUNTY, WA DOCUMENT TITLE(S) (or transactions cOntaineci therein): ......- •"'',,,. .. .... ..... .. .. .. UTILITY EASEMENT •. . .. . - ,- ...... , . .. - • - ----- ' ' . REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED ORRELEASED;..'' 5792901./ ...:.' ....: •.: •'Additional referenee••11..s. on a:e of doeurnent(s) .... : . CRAN:T.QR(S)..(4aSt name•Thst, then first name and initials) .... .• .. ..,.. ... WEA SOUTI4c INTER .I.I.C, a Delaware limited liability company O Additional names on page clocumcnt .../..of . . .. .• .. i GRANTEE(S).(1..,asfname:qrst, 0104 first name and initials) CITY OF TUICWII,As.''NSI-IINGibiv,..a Washington Non -Charter Optional Municipal Code City • Additional names on page... _.... of.docUment .:' ..• .: '.... LEGAL DESCRIPTION (a1;157eArrate(1: i.e, lo(bloek,.Platt.6dSeetion, township, range) . .•.•,...• .• .. . Ptn. Sec. 23 and Sec. 26, Twp. 23N, kge. 4E,',. • Additional legal is on page of doeiiinent ASSESSOR'S .PROPERTY TAX PARCEI:JACCOUNTNUMBER .,.:. ,.,...-''..,,:.. 115720-0290-04, 115720-0292-02, 262304-9023-.03, 26230.4-9085-08, 262.304-90847.99, 262304-9090-01, 359700-0240-03, 537920-0240-08, 57920-0.241.40, 537.920-03909,. 1 636420-0010-01, 359700-0245, 3597000257 •••• .• •• .•,... .. ....... • Assessor Tax # not yet assio51__ .... •,. :.....-• • • UTILITY EASEMENT • ./ T1 -11S UTILITY EASEMENT (this "Easement") is entered into by and between WEA SOUTHCENTER LLC, a Delaware limited liability company ("Grantor"), and the CITY .OF .',.rUKWILA;'...WASHINGTON, a Washington Non -Charter Optional Municipal Code City.("Gr antee"). .•:: ,:•••• '''' ••••:::,. RFCITALS A. Grantor is' the o*ner of that certain real property legally described on Exhibit A attached,hereto and incorporated herein::bY this reference (the "Property"). , . 13. Grantor desire to grant to Grantee easements for operation and maintenance of water meters and a water linelocated on the Property, on thefolloWineterms and conditions. . • • • • C. Grantee desires to terminate and:. release that..,Ceq.ain:Easement for Utility Line recorded under King County Recording Nu*Tiber 5792901 (the "TerminatedEasemenr). A portion of the Terminated Easement is located 'on't1-ie .Propert4 and a portion of the Terminated:Easeinent is located on King County TaX Parcel NunTherS:•:3597000245and 3597000257. • • ; • • AGREEMENT . . . . . . . . . . . . • • .• . . . .t • NOW THEREFORE, for valuable consideration, the receipt ana stiff1Cieney of which is hereby:acknowledged by the parties, the parties agree as follows: . . Grant of Water :•Metey., Easement. Grantor hereby grants and conveys to Grantee a non-exclusive perpetual 'easenient under and across those portions of the Property legally described and depicted on Exhibit B attached hereto and incorporated herein by this reference (the "Water Meter Easeineiir. Area"). for the purpose of maintenance, operation, repair, and replacement of the water meters located within the Water Meter Easement Area (the "Water Meters"), together With.the right of ingresand egress to and from the Water Meter Easement Area over Grantor's Property for such pUrp6Ses, 2. Grant of Water Line Easethent.' Grantor hereby grants and conveys to Grantee a non-exclusive perpetual easement under and across those::portionS'Of t'he Property legally described and depicted on Exhibit C attached hereto incorporated herein by this reference (the "Water Line Easement Area"), for the ptirpOse ofMaintenance operatiom,repair, and replacement of the water line located within the Water Line Easement Area (the '.`:.Water Line"), together with the right of ingress and egress to and from the Water Line Easement Area over Grantor's Property for such purposes. As used herein, the term "Easement Area" shall refer collectively to the Water Meter Easement Area and the Water Line.EaSernerit.:Area • • • " PAGE 2 OF 15 YAM) \WESTFIELD \EASEMENTSWTtLITV EASEMENT G.DOC 3. Replacement. This Easement terminates, replaces and supersedes the Easernetit` for Utility Line recorded in the real estate records of King County, Washington under. Auditor's File No. 5792901, and Grantee hereby releases and abandons this superseded, easerrient„(AFN 5.792901). . Maintenance of the Utilities. Grantee shall be responsible for maintenance of the Water.: Meters and the Water Line. .,'Except in the case of an emergency, Grantee shall provide Grantor with 24-hour;prior written notice of any construction, maintenance, repair, and/or replacetnent' activities within tl e Easement Area at the notice address provided below. 5. Restoratipn ofthe,; Easement Area::. Immediately following completion of any maintenance, operation, repair or replacement work within the Easement Area, Grantee, at its sole cost and expense, shall repair and restore the Easement Area to the same condition as existed prior to commencement of such work.:: All 'work shall be' performed in a careful, workmanlike manner, free ofclaims or liens. 6. Use of Easement Area by Grantor. ,:``Grantor`may rise the Easement Area for any purposes not inconsistent with the rights granted by this Easernent 7. Indemnification. Grantee shall indemnify, defend and'hold harmless` Grantor, its officers, agents and employees, from and against` any:' claims;°' actions, 'damages, costs or fees, including 'attorney • fees, incurred in connection with, or arising -from Grantee's (or its agents'.or ernployees') exercise of its easement rights granted in this Easement.• 8. ; Binding Effect. This Easement shall be binding upon and ,inure to the benefit of the parties: and their.successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The easement created by thisEasement shall be appurtenant,: shall touch and Concern the Property, and shall run with the land. 9, i3refach:`, It the` event, o#. any: breach or threatened breach of this Easement by Grantor or Grantee;: the non -defaulting party shall have the right to sue for damages and/or for specific performance"and/ r to enjoin suehbreach:or threatened breach. 10. No Termination. Upon Breach. No breach of this Easement shall entitle either party to cancel, rescind or otherwi,se,''terniinate this Easernent;,:provided, however, that this provision shall not limit or otherwise affect any otheri iglt or remedy which a party may have hereunder by reason of any breach of this:,Easern.ent.:' 11. Attorneys' Fees. The prevailing .party in any action; brought-to...enforce or interpret the terms of this Easement shall be entitled.: to recover its costs and reasonable attorney fees incurred in said action, including on appeal, whether or: not::suit is.porximeneed,, 12. Applicable Law. This Easement shall be governed by and' construed accordance with the laws of the State of Washington. Jurisdiction over 'and 'venue of.any suit. PAGE 3 OF 15 Y:\WP\WESTFIELD\EASEMENTS\U'rTLITY EASEMENT G.DOC • • arising out of or related to this instrument shall be exclusively within the state or federal :Courts of King County, Washington. 13.. Entire Agreement. This Easement contains the entire agreement between the parties wi6respect to this matter. It may not be modified except in a writing signed by both parties. 14: Waiver. Any waiver by:,a party.,,of a breach of any provision of this Easement by the other pirty shall: not;?operate or:: be,.construed as a waiver of any subsequent breach by that party:.No :;waiver:°shall' be;`valid :unle'ss ip- citing, and signed by the party against whom enforcement of the waiver is.souglt.' i 15. Severability: 1f:for any reason any: portion of this Easement or any agreement contained herein shall be- held to be invalid or: 'unen'foi`eeable, the'holding of invalidity or unenforceability of that portion; shall' not affect' any other portion' of this Easement or agreement and the remaining portions;:.of the Easeinent'Shall remaina.n`full force and effect. 16. Counterparts. This Easement may be executed;an any nuiriber:,of counterparts, .tach of which 'shall be considered an original, but all of which.: shall:. constitute one;and;'the same instrurrlent. 17: .:No.tice.::All notices required hereunder shall.be in;writing.and miay..:be given by hand delivery; overnight mail or delivery service or by facsimile`: transmission to: theparties at the following addresses: ,.:Grantor: WEA Southcenter LLC . c/o.Westfield, LLC. 11.601 Wilshire Boulevard, 11`h Floor L s.Ange1e , CA 90025 'Attn::Regional Vice President Development - Northwest Fax No.: 310.478 1267 W.estfield,,:LLC. 11601:.: Wilshire Boulevard; 1 Floor .. Los Angeles, CA" 90025.: PAGE 4 OF 15 Y:\WP\WESTFIELD\EASEMENTS\UTILITY EASEMENT G.DOC • • Attn: Office of Legal Counsel Fax No: 310 478 8776 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Attn: Public Works Fax No :;, (206) 431=3665 ll'ere. b' duly execute this Utility Easement: DATED this day of i�f,P.O� fjc' ' ,''2008. GRANTOR: WEA SOUTHCENTER LLC, a Delaware limited liability company: By: Westfield America Limited Partnership, •Delaware' limiled.'partnership, Its sole member By Westfield U. Its generalp By: Name: Its: oldings, LLC, a Delaware limited liability company, _.<• Assistant Secretary CITY OF TUKWILA gerton, Attest/Authenticated: vett As to City Clerk City:Att PAGE 5 OF 15 Y:\WP\WESTFIELD\EASEMENTS\UTILITY EASEMENT G.DOC STATE OF CALIFORNIA ) ss. COONTY917 LOS ANGELES • • Op /7 2008 becore,me, An f, z,..#/ a Notary Public • Personally appeared: Poi Personally 'known to :me (or proved to me on::the basis of satisfactory evidence) to be the person(s) whose name(s) is/ale subSctibed to...the'ithin instrument and acknowledged to me that he/she/they 'executed the same in his/her/their authorized capacity(ies), and that by hisiher/their signature(s) on the instrtunent the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument... • "... •.: WITNESS my hand and official seal. .:. . • .: • . ' , : • .. , -49 e.44 6 u44144.) ancti of Pjz,ftcl 10(... , # ' -flu tSiale a 4' ea A keir /a- .• ... ... ,.„., 4ita oi07— pa rvroric, is tie. c 1 pc4c4(t. .' — .. . Signature M. rt -e (Seal) STATEOF WASHINGTON) • ••• : ) ss. County of.King.: . . . ) On this : day ofj,5z_ , 2008, before me, the undersigned, a • Notary. Public in and for the State of_Washington, duly commissioned and sworn, personally appeared Jim Haggcrton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said muniCipaIcorporation, for the uses and purposes mentioned in this instrument, and on oath stated that he Was:authorized to execute said instrument. ANNIE M. Zinn. .Commlistort #1794435 Notoly Publlo California f los Anta•los Courtly WITNESS my hand and officiaf'seaheretelafftkedthe day:and.,Year.above written. .,, ‘•\‘‘‘‘‘‘ili, . . .. .,•- f .: . ......,1% 0,ISSA fi 1 i i I •.. e-ti4,$,•.' R''...4.rovf-.;':....------...:. 4-. .:.. ".•p N4.m6. ::. • i'70+ 0 :, tI 43* e •-• :. c/ IA s —k .. 5; 0 5 ' • .. .• - .r.,; •;^- // 0 till, ‘,.....•• 20 ..... i' i , vvil SH \14 .S"-- y:\wpwiEsTpiEtIAEAsEmENTs\UTILITy EASEMENT aDoc Notary Public irtand.for t State of •-,:. Washington, residing at My appointment expire:S PAGE 6 OF 15 „. • • EXHIBIT A Legal Description of the Property NEW PARCEL A OF CITY OF TUKWILA BINDING SITE IMPROVEMENT PLAN NUMBER L08-033 RECORDED ON Mosipnk(''k 2008, IN VOLUME a,kci OF PLATS, ON PAGESDP -OR RECORDS OF KING COUNTY, WASHINGTON, LEGALLY DESCRIBED AS FOLLOWS: - - NEW PACEL THAT PORTION or THE Qi)AliTEI. OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 BAST W M , IN KING COUNTY, WASHINGTON, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 26, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M, TN KING COUNTY, WASHINGTON, AND OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF" SAIDSECTION 23, ANDOFTHE INTERURBAN ADDITION TO SEATTLE, ACCORDING TO PLAT RECORDEDIN VOLUME 10 OF PLATS AVPAGE(S) 55, IN KING COUNTY, WASHINGTON, AND OF BROOKVA LE GARDEN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS Al PAGE(S) 47, IN'kING COUNTY, WASHINGTON, AND OF THE W. H. GILLIAM DONATION LAND CLAIM NO 40 DESCRIBED As FOLLOWS , • COMMENCING AT THE NOR:IFIEAST CORNER OF.THE NOVI-LW:EST:QUARTER or THE NORTHEAST:QUARTER OF SAID SECTION 26, %. , ...,. THENCE SOUTH 89°4024" WEST ALONG THE NORTH.:LINE'bF:::SAID SUBDIVISION 3000 FEETTO THE WEST MARG,IN 017: ANDOVER PARK WEST, AND THE TRUE poiNT OF BEGINNING; THENCE NORTH .00°1410.9" WEST ALONG SAID WEST MARGIN 40623 FEET THENCE NORTH 87°25'02!.:..WEST 526119 FEET; . . .. . . THENCE SOUTH 0.0°193:6" WEST 30.02 FEET; ..• .. ... .. . ...• .. ,. . . . .. . • "..-HENCE NORTH.:87°25!.13" WEST 253.52 FEET; THENCE SOUTH00°1936,VEST.366.84 FEET TO THE NORTH LINE OF THE SOUTH 40:FEET OF THE SOUTHEAST QUARTER OF SAID SECTION 23, THENCE NORTH 8.9024" WEST ALONG SAID NORTH LINE 179.30 FEET TO AN INTERSECTION WITH ALINE WHICH BEARS NORTH 00°19'36" EAST FROM A POINT ON THE SOUTH LINE OF SAID SECTION23;..WIIRN IS 341.40. FEET EAST 01 THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTIO,N 23,,:::; THENCE SOUTH 00°19136kWES'F 14.00 FEET; THENCE NORTH 89°4'24" W11-.)0.50 FEEti THENCE SOUTH 00°193:6!:',,WEST36.0 FEET; THENCE NORTH 89°40'24" WEST: 7.96.FEET; ::. .,:s. .,..'..: :.,;: THENCE SOUTH 00°19'36" WES'r:42.17 FEET; .:' ..:.'. THENCE NORTH 89°40'24" WEST 7200 FEET; THENCE SOUTH 00°19'36" WEST 96:60•FEET;.;' THENCE NORTH 89°40'24" WEST 226.00 FEET; '•,,..,' "" ,' .. THENCE NORTH 00°1936" EAST 138.17 FEET;,. ,„. .. .:: :' ii • '-.... THENCE,: NORTH 89°40'24" WEST 79.90 FET:',T; ..-• •-•/..i: .:". ::" .''. .'.: ... ?. THENCE NORTH 00°19'36" EAST 10.83 FEET TO THEWESTERLY EXTENSION OF:THE.SQUTH LINE. OF THE SOUTHEAST QUARTER OF SAID SECTION 23, THENCE NORTH 89°40'24" WEST ALONG SAID EXTENSION)0.50FEET, THENCENORTH 0019'36" EAST 40.00 FEET; . • • • • THENCE NORTH 89°40'24" WEST 151.60 FEET; THENCE NORTH 00°1936" EAST 790.67 FEET TO THE NORTHEAST CORNER OF THAT'PORTION OF.'" ...... 7HE SOUTHCENTER PARKWAY VACATED BY ORDINANCE NO 555, CITY'OFTUKWAA,AND RECORDED UNDER RECORDING NO 6516239, IN KING COUNTY, wAsi-INGToN, SAID........:• Y:\WP\WESTFIELDTASEMENTS\ UTILITY EASEMENT G.DOC A-1 • • NORTHEAST CORNER ALSO BEING A POINT ON A 565.79 -FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, FROM WHICH A RADIAL LINE BEARS SOUTH 04°34'32" EAST; THENCE WEST ALONG SAID CURVE AND THE SOUTHEASTERLY MARGIN OF SAID SOUTECENTER PARKWAY, 281.71 FEET THROUGH A CENTRAL ANGLE OF 28°31'40" TP A POINT OF COMPOUND CURVATURE TO THE LEFT HAVING A 339.07 FOOT RADIUS; ,T HENCE:SOUTHWESTERLY ALONG SAID CURVE 349.90 FEET THROUGH A CENTRAL ANGLE OF 59°07'34"; THENCE SOUTH 89°39'00" WEST ALONG SAID SOUTHEASTERLY MARGIN 18.18 FEET TO THE EASTERLY MARGIN OF SAID:SOUTHCENTER PARKWAY (FORMERLY 57TH AVENUE SOUTH) AS DEEDED.•TO THE CITY OF TUKWILA AND RECORDED UNDER RECORDING NO 5735981; THENCE: SOUTH 0023'24"' EASTALONG SAID EAST MARGIN 439.66 FEET TO AN ANGLE POINT TFIEREIN; THENCE SOUTH ,00°26'09".EAS.: ALONG`SAID EAST`MARGIN 629.04 FEET TO THE NORTHERLY LINE OF STATE HIGHWAY RIGHT WAY; THENCE NORTH 89°33'51" EAST ALONG SAID::NOR'1HERLY LINE 6.00 FEET TO THE EASTERLY LINE OF SAID STATE HIGHWAY' RIGHT OE:?WAY; THENCE SOUTH 00°26'09" EAST" ALONG SAID EAS'j'ERI,Y 1,INE 142.00 FEET,TO THE SOUTHEASTERLY LINE OF SAID RIGHTOF WAY,' : THENCE SOUTH 89°33'51" WEST ALONG SAID NOR:1'HE4Y:.LINE 6.0.0.FEET FEET TO THE AFORESAID EAST MARGIN OF SOUTHCENTER'PARKWAY;`::. THENCE SOUTH 00°26'09" EAST ALONG SAID EAST MARGIN 411.77 FEET TQ, THE BEGINNING OF A CURVE TO THE LEFT OF A 50 FOOT RADIUS; THENCE ALONG'S;AID CURVE 77.65 FEET TI IROUGI.1 A.CENTRAL ANGLE.,OF.,,.. 88°59'01" TPA POINT OF TANGENCY ON THE NORTH LIN1'OF;STRANDERBOULEVVARD.:'' (FORMERLY SOUTH 164T1-1 STREET), AS DEEDED TO 11 IE CITY OF TUKWILA"BY QUIT CLAIMDEED FROM SOUTHCENTER CORPORATION ON FEBRUARY:;14,.1963', THENCE SOUTH 89°25'09" EAST ALONG SAID NORTH LINE 587:90 FEET,;;. THENCE SOUTH 89°30'36" EAST ALONG SAID NORTH LINE 1255.60 FEET TO THEA BEGINNING OF A CURVE TO THE LEFT OF A 50 -FOOT RADIUS; THENCE ALONG SAID CURVE..79.14 FEET THROUGH A CENTRAL ANGLE Of 90°4102" TO THE WEST LINE OF ANDOVER PARK WEST, AS DEEDED TO THE'CITY OF TUKWILA BY QUIT CLAIM DFZ✓U FROM. SOUTHCEN'1 ER CORPORATION ON NOVEMBER 1;'19962; THENCE NOR'i'H:00°i 1'38"''WEST ALONG SAID WEST LINE 1246.47 FEET; THENCE'NOI;TH 00°14'09" WEST 0.29.FE'ETTO TRUE POINT OF BEGINNING. EXCEPT THAT PORTION'OF THE NORTHWEST. QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSI:IIP 23 NORTH, RANGE 4 FAST,AV M , IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS;,... COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION, 26; THENCE ALONG THE CENTERLINE OF ANJQVER'PARK WEST; SOUTH 00°11'38" 1327.43 FEET TO 'i'HE CENTERLINE OF STRANDER BOULEVARD; THENCE NORTH 89°30'36" WEST ALONG SAID CENTERLINEOF STRANDER BOULEVARD 1174.05 FEET; THENCE NORTH 00°19'52" EAST 30.00 FEET TO. THE NORTH MARGIN THEREOF;:. THI?NCE CONTINUING NORTH 00°19'52" EAST 45,66FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°19'52" EAST 131.92'FEET, THENCE NORTH 89°40'08" WEST 99.35 FEET: THENCE SOUTH 00°19'52" WEST 131.92 FEET TO SAID NORTH MARGIN OP ST1tANDE.R::.. BOULEVARD; THENCE SOUTH 89°40'08" EAST ALONG SAID NORTH MARGIN 99.35 FEET,:T THEOTRUE POINT QF'` BEGINNING. Y:\WP\WESTFIELD\EASEMENTS\UTILITY EASEMENT G.DOC A-2 • • AND EXCEPT THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M, IN KING COUNTY, WASHINGTON; . COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST' QUARTER OF SAID SECTION 26, TTENCE ALONG THE CENTERLINE OF ANDOVER PARK WEST, SOUTH 00°11'38" WEST, 1327.43 FEET TOTHE CENTERLINE OF STRANDER BOULEVARD; 1 -HENCE NORTH:.89°30'36"'WEST ALONG SAID CENTERLINE OF STRANDER BOULEVARD, 698.00 FEET;: THENCE NORTH;00°29'24'', EAST 30,00 FEETTO THE NORTH MARGIN THEREOF AND THE TRUE POINT OF BE•GINNINO; TI•IENOE CONTINUINQ..NORTH 00°29'24" EAST 341.00 FEET; THENCE:NORTH 89°30'36' WEST,210.00.fELT THENCE SOUTH 00297.4" WEST 341.00:•.EEET `TO SAID NORTH MARGIN OF STRANDER BOULEVARD;• THENCE SOUTH 89°30'30" EAST ALONG SAID NORTH''MARGIN 210.00 FEET TO THE TRUE POINT O.F BEGINNING. AND EXCEPT THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,1'OWNSHIP 23 NORTH,: RANGE 4:EAS.', .W M , IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF .THENORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 26; THENCE ALONG THE CENTERLINE OF ANDOVER PARK WEST, SOUTH 1327.43 FEET.TO.THE CENTERLINE OF STRANDER..BOULEVARD, THENCE NORTH 89°30'36" WEST ALONG SAID CENTERLINE'OF STRANDER`I30ULE�CARD`48194 FEET; THENCE NORTH:00°20'07" EAST 30.00 FEET TO THE NORTH MARGIN THENCE.rCONT1NUING NORTH 00°20'07" EAST 48.46 FEET TO THE TRUE;POFN T OF::BEGINNTNG; THENCE CONTINUING NORTH 00°20'07" EAST 71.19 FEET; THENCE NORTH 89°39'53" WEST 56.90 FEET; THENCE NORTH:00°407" EAST 19.48 FEET; THENCE NORTH 89°39'53" WEST92.06 FEET; THENCE SOUTH 00°207" WEST 101.96 FEET; THENCE SOUTH 89°39'53"..EAST 805 FEET; THENCE: NORTH 00°20'07" EAST 1 } 29, FEET;.. THENCE SOUTH 89°39'53" EAST 62.90 FEET TO, THE TRUE POINT OF BEGINNING. Y:\WP\WESTFIEI.D\EASEMENTS\UTILITY EASEMENT G.DOC A-3 • • EXHIBIT B • RE: WATER NIETER \VEST EASEMENT DESCRIPTION TE -IAT; PORTI0.N OF I:.ANI) OF THE SOUTH \VEST QUARTER OF SECTION 23, TOWNSHIP 23 NORT:FE, RANGE .4. EAST ,OF`°THL \VTLLIAMLTTE IvtCR1DAIN IN KING COUNTY, WASI-iINGTON: BI31NG IDCSC]UBED :AS FOLLOWS; • C0M11 I*ICING SOUTHEAST •COIF;NER OF THE SOUTHWEST QUARTER OF SECTION 23, 1 OWNSNIIP'°23NORTH; RANGE:4 EAST, THENCE NORTH 89°40'24" WEST 552 79 FEEL, r1 TENCL NORTH G0°19'36" EAS`I 85:02 FEET 1'O THE POINT OF BEGINNING; THENCE NCE NORTI.100°00':00" EAST 16.00 FEET; THENCE NORTI-1:90°00'00" WEST 20.00 FEET; THENCE ° SOUTH 00°00'00": iT:ST '1.6.00 FET; TFI NCC NORTH 90°00'00" EAST 20.00 FEET BACK TO THF POINT OF BEGINNING'AND Ti -1R TFRMIN"U$ OF THIS DESCRIPTION. RE. \' ATR METER EAST 11SFMF.Nr DESCRIPTION THAT PORTION OF LAND 01 11 .-1-.E, QUARTER Or;.SECTION 26,;T01<'NSHIP 23 NORTH, RANGE 4 EAST' OF TI JF WILT IAMF I"L 1 MERI ISAIN IN KING COUNTY, \V. SHINCrTON. BEING DESCRIBED AS FOLLOWS; CC7M\'fLNC1NG yr THE, NORTFIEAST C()1ZNER 0F THE, NORTHWEST .QUARTER OF SF.0 CT0N 26, •1.'OWNSHW 23 NORTH, RANGE 4 EAST, THENCE -sou -17.4 89°40'24" LAST 1163:82 F E)a`I' 'TFII��NCI� SOUT,FI, 00°19'36'' \VLSI 416.54 FEE TO :THE .POINT .OF BEGINNING;' THENCE SOUTH '00°00'00" \VEST 1.6.00 FEET; THENCE NORI•'1-1 90°00'00 FAST 20.00 FFEE1'; "1'} ENCI ;NORTH 00°00.'.00" EAS'( 16:00 FEET;11-IE NCE NOR FH 90°00'00" \VEST 20.Q0 I C1;1 RACK `TC: TI'I} POINT OF BRGINNTNG AND THE TERMINUS OF THIS DT.SC 1t1PII0.3�1. . B-1 Y:\WY\WESTFIELD\EASEMENTS\UTILITY EASEMENT G.DOC EXHIBIT MAP .SOUTH CENTER MALL • • UNE TALE ;'LINE LENGTH ;BEARING'if L4:. . .16:00 ,:..,'00'00'007E 'L2 :: 20:00. . $190 00'007W L3::, 16.00 S00'00'00"W L4 20.00 N90'00l00'E .. 8 z (1157200290) .7-.L'.-111;,--.4.10. WATER • UNE EASEMENT `u u2 CA EMEN ,r L3 � S00'19'38"W 0' 500'49'6"W,• 335.79' OA �. N00'23'45"W 2.28' LEGEND WATER UNE EASEMENT PROPERTY UNE PARCEL NUMBER QUARTER SECTION EST d' rn ��; /• SOO't 4'16'E g(�- 571.01' nl ( xxxxxxxxxx SE. COR. SW. '23 -26N -04E NE. COR. NW. 26�23N-04E 5379200246 N89'40'24'W • 217.00' (2623049023) METER EAST I I SC. CCR. SW: 23-23N•.04E • I NE. COR.:.NY1. 26t,2314., -.04E , NORTHEAST CORNER OF THE. NORTHWEST; +5379200245 QUARTER OF THE NORTHEAST OUA11t. 1 53792002461 ' SECTION 26, TWP. 23 NORTH, RANGE '4.. 1 1 EAST OF THE W.M:c ;. 589'40;244"E SOUTH. UNE OF' SECTION 23 _ _ --5588-9 440'24'Ej 1163182' �• NORTH LINE OF SECTION 28 —'r' 169.67 5379200240. (5379209085) r 200 0537920001 Q.). SCALE; r.200 0 200 O, -;V PRICE LANDSURVEYING 17923 52ND AVE E. #8 TACOMA, WA 98446 OFFICE (253) 875-8075 FAX (253) 875-8076 B-2 Y:\WP\WESTFIELD\EASEMENTS\UTILITY EASEMENT G.DOC 3• mIU �Id r:0e•.• \LL2 3L4,11 WATER'METER ;EASEMENT SOU'THCENTER MALL WATER METER EA$EMENT;:EXHIBIT:,, SCALE. DATE 1"=200! 29MAY20.08 DWN. BY DRP •EXHIBIT C 1U WATERLINE EASEMENT DESCRIPTION ::TH4T PORTION OF -LAND OF THE SOUTHWEST QUARTER OF SECTION '23, TOWNSHIP . . . 23 -NOWITI, RANGE 4 EAST AND THAT PORTION OF LAND OF rr NORITIWEST QUA I tTE R..' OF SECTION: 26, TOWNSHIP 23. NORTH, RANGE 4 EAST OF TrIE WILLIAMETTE MERIDAIN tN KING. COUNTX:FWASHIGTON. A STRIP OF LAND BEING 10 FEI!,1'W.IbE, fq3ET EACH 51-11-74)1" THE470140WING DESCRIBED CENTERLINE; • • •• cpmMENcIN6::Nr.,..:673.,.:'soviTTE4ST CORNEROP THE SOUTHWEST QUARTER OF SECTION 23,70\XeNSHIP. 23 ,NORTH, RANGE :4,'EAST, THENCE NORTH 89°4024" WEST 217.00 FEET, THENCE :.'iNORTH 00°19',.36" :EAST ALONG THE EAST LINE OF PARCEL NUMBERS 1157200290 AND 1157200292 cING',:COUNTY, A DISTANCE OF 599.59 'FEET; THENCE NORTH 89°4024" WESi38376-PEET•.ro ThrE,POINT.OiliaGTNNING; THENCE SOU 111 -64°59'43" EAST 53.12 FE.P.,1, 1 HCNCL SCU1 IT 1.040'.4." WEST 58.41 :FEET4,T1i1ENCE SOUTH 04°1938" WEST 81.96 FEET',,.. THENCE .[SOUTIF.:00°54'2,3" WEST 18441 FE,F,T; THENCE SOUTH 00°.141,8" EAST 67101 FLET THF„NCE 07°.31'238'!:::EASI' 262,18 FEET; THENCE SOUTH 02°30'16" EAST 302'.41 FEET-::TFIENc8 sapTii,0005Q,05" WCST 65.14 FEET; THENCE SOUTI-I 12°21'48". WEST 25545 FEET TO THE .NCIATH RIGHT OF W}\Y OF :STRANDER BOULF,VARD- AND TFIE!'.IERMINUS This:gaNtERLIt. \LI., SIDE LTN12 ARE TO BF .iEX"rENDED .AND: .OR :.SHORTENED' CONNECT ro AND TI pENATE AT • THE. .ADJACENT BOUNDARY LINE 01: THE BURDENED,PROPERT. a-1 YOR\WE§TFIELD\EASEMENTS \UTILITY EASEMENT G.DOC • • • st;4•59'437E •:53,12'.• N8919'39.W .•:.17.03; • • 5-132'..• •• • • EXHIBIT MAP SOUTH CENTER MALL 519140'13W 58'41(;1.1.57•20.02.9.215:•• • • 9.3cr... • ''''''' •••-•••:. 1 NSTS9'39.'w%•••• • • • S00•54.23'w Fick, 1(215720Quo): •0q i.• • N00 -23'45-w 2.28' 14"4 ..EAsEmENT 0.00' Sq019.357im . . N69•40.24 -w; . • S001410 -E •• 217.00' ' 671.01' 'cn ..r) • WATER UNE kr) PARCEL NUMBER ••• ••••••:,• OuARTER: SECTioN ;.!• LEGEND WATER UNE EASEMENT - PROPERTY UNE 26230405'p S07•31'..:387E 262.18' N25125'09!E • 49.74' , ,- d•••1 • ..• •„ 0.s. .3•1' :: 302.41,/ • .• ;. .., S02:30':16!E • (5379200i40) —,",•:,:. rb• WATER LINe:ASkMEN51.' .11 ..' ...: .L.: i0050'ii5"4::...• • ' 65.14' .: . • s1.2.•.21'.497W 255„15:....... p. W xxxxxxxxxxl ts•OwS SE. COR Sw.3-23N-04E • (537920.0330) N43•25.05 -E 6.74' F.4 Lgt 11 1§ Top=49.17 4=6902'16" R=50.00• 00 SCALE; 1-6 200 0. (5379200241) 2.93' 6892522E N8926•22ny 2 • , • 5813..31' • STRANDER BOULEQAPP 200 DAN PRICE LAND SURVEYING 17923 52ND AVE E. Na TACOMA, WA 98446 OFFICE (253) '875-8075 FAX (253) 875-8076 C-2 YAW.P\WESTFIELDWASEMENTSMTILITY EASEMENT G. poc ,,WATtRLtNE EAEOgNt XH • • DWN. BY SCALE ,D ATE DRP 1 "=200' 51.1NE2008: •.•... •• '•:. (06/15/2010) Stacy MacGregor _RE: W From: To: Date: Subject: CC: Stacy - "Megan M. Nelson" <mnelson@GordonDerr.com> "Stacy MacGregor" <stacy-m@ci.tukwila.wa.us> 06/15/2010 11:49 AM RE: Westfield BSIP Check -In "Nicholas Lee" <NLEE@us.westfield.com> Thank you for the update on the City's review of the BSIP. In regards to the building department's questions, there are two answers: First, there was no need to separately record the no -build easement on the new BofA parcel. Just like notes on a final plat, recording of the BSIP with the note on Sheet 9 created the no -build easement without having to record a separate document. Second, and moreover, the City did not ask for a separately recorded no -build easement during the prior BSIP review. The note of Sheet 9 satisfied the City's request. Please let me know if you have any other questions during the review. Much appreciated, Megan Original Message From: Stacy MacGregor [mailto:stacy-m@ci.tukwila.wa.us] Sent: Tuesday, June 15, 2010 9:17 AM To: Megan M. Nelson Subject: Re: Westfield BSIP Check -In Hi Megan— It has been routed to all departments for review. The building department is the first to get back to me and asked why the no -build easement on the new BofA parcel was not recorded independently with all the other easements? The easement is referenced on sheet 9 at parcel E and in the general notes. Thanks, Stacy Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday -Friday, 8:30 am - 5:00 pm P Please consider the environment before printing this e-mail »> "Megan M. Nelson" <mnelson@GordonDerr.com> 06/15/2010 9:04 AM »> Stacy - Just wanted to check-in and see how the review of Westfield Southcenter's BSIP is proceeding. Anything I can help clarify? Any thoughts on time frame for completion of the City's review? Thank you, Megan Megan Nelson (06/15/2010) Stacy MacGregor - RE: We ld BSIP Check -In Page 2 Attorney 2025 First Avenue, Suite 500 Seattle, . WA 98121-3140 Phone: 206.382.9540 www.GordonDerr.com P Please consider the environment before printing this e-mail PRIVILEGED AND CONFIDENTIAL: This e- mail is intended only for the use of the individual or entity to whom it is addressed and may contain confidential, privileged information. If the reader of this e-mail is not the addressee, please be advised that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you receive this communication in error, please call (206) 382-9540 and return this e-mail to GordonDerr at the above e- mail address and delete from your files. Thank You. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 431-3670 FAX (206) 431-3665 E-MAIL:. TUKPLAN@TUKWILA.WA.US BINDING SITE IMPROVEMENT PLAN NUMBER (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) PARCEL AREAS: EXISTING PARCEL AREAS: '7,11:2., 1$4 A PARCEL A PARCEL B = PARCEL C = PARCEL D = PARCEL E = EXISTING TAX ±129,936: SQ. ±2,977,340 SQ. FT., ±68.350 ACRES ±16,676 SQ. FT., ±0.383 ACRES ±13,107 SQ. FT., ±0.301 ACRES ±71,610 SQ. FT., ±1.644 ACRES ±13,467 SQ. FT., ±0.309 ACRES PARCEL 3597000257 = FT., ±2.983 ACRES NEW PARCEL AREAS:L 3,328, WO�t PARCEL A = ±1,461,909 SQ. FT., ±33.561 ACRES PARCEL B = ±16,676 SQ. FT., ±0.383 ACRES PARCEL C = ±13,107 SQ. FT., ±0.301 ACRES PARCEL D = ±71,610 SQ. FT., ±1.644 ACRES PARCEL E= ±13,467 SQ. FT., ±0.309 ACRES SHEET LAYOUT N.T.S. d% • " ceocr2- NEW PARCEL AREAS (CONT3: PARCEL F = ±25,000 SQ. FT., PARCEL G = ±44,894 SQ. FT., PARCEL H = ±92,524 SQ. FT., PARCEL I = ±329,060 SQ. FT., PARCEL J = ±129,936 SQ. FT., PARCEL K = ±124,739 SQ. FT., PARCEL L = ±184,336 SQ. FT., PARCEL M = ±221,571. SQ. FT., PARCEL N ±75,240 SQ. FT., PARCEL 0 = ±289,293 SQ. FT:, PARCEL P = ±234,764 SQ. FT., 1 ±0.574 ACRES ±1.031 ACRES ±2.124 ACRES ±7.554 ACRES ±2.983 ACRES ±2.864 ACRES ±4.232 ACRES ±5.087 ACRES ±1.727 ACRES ±6.641. ACRES ±5.389 ACRES DETAIL N N89'4( S00'20'05"W • 20.04' 6=58'12'16" R=30.00' L=30.48' RIGF�j�QF STRi, DETAIL NEW P 1"=50' TUI WI ---__________` >- >- a IC SHEET 5 I- SHEET .6 JTHCENTER r fti SHEET 7 J SHEET 8 r---- Y . ce a a. 1 ±0.574 ACRES ±1.031 ACRES ±2.124 ACRES ±7.554 ACRES ±2.983 ACRES ±2.864 ACRES ±4.232 ACRES ±5.087 ACRES ±1.727 ACRES ±6.641. ACRES ±5.389 ACRES DETAIL N N89'4( S00'20'05"W • 20.04' 6=58'12'16" R=30.00' L=30.48' RIGF�j�QF STRi, DETAIL NEW P 1"=50' DEVELOPMENT RD, TUKWILA, WA 98188 K (206) 431-3665 NA.US. MENT PLAN NUMBER ) UNDER KING COUNTY WILA FILE NO. L08-033) 4CRES S 3. i S :RES ) UT NEW PARCCL AREAS (CONT.): PARCEL F = ±25,000 SQ. FT., ±0.574 ACRES PARCEL G = ±44,894 SQ. FT., ±1.031 ACRES PARCEL H = ±92,524 SQ. FT., ±2.124 ACRES PARCEL I = ±329,060 SQ. FT., ±7.554 ACRES . PARCEL J = ±129,936 SQ. FT., ±2.983 ACRES PARCEL K = ±124,739 SQ. FT., ±2.864 ACRES PARCEL L = ±184,336 SQ. FT., ±4.232 ACRES PARCEL M = ±221,571 SQ. FT., ±5.087 ACRES PARCEL N ±75,240 SQ. FT., ±1.727 ACRES PARCEL 0 = ±289,293 SQ. FT., ±6.641. ACRES PARCEL P = ±234,764 SQ. FT., ±5.389 ACRES UKWILA PARKWAY �r. SHEET 6 ( X DETAIL NEW PARCEL C. 1"=50' S89'40'08"E N -CD T 0 0 z yu e( 51.tr•4Ofq N8940 08 W S00'20'05"W • 20.04' X58'12'16" R=30.00' L=30.48' �'' �" ,.,_....: '17 7/////./4 / //////// EXISTING PARCEL C (UNCHANGED) FIDELITY INVESTOR CENTER T.L 9202470030 0. :..�,. 9935' RIGHT OF WAY STRANDER BLVD. 1 • DETAIL NEW PARCEL D. 1"=50' N89'30'26"W 210.00' NOTE: SEE FOR ADDITI( L .� TELEPHONE (206) 431-3670 FAX (206) 431-3665. E-MAIL: TUKPLAN TU F ' WA.US BINDING SITE IMPROVEMENT PLAN NUMBER (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) LEGAL DESCRIPTION (OLD) NEW PARCELS A THROUGH E OF CITY OF TUKWILA BIND Pog-riolJ or SKT, 3 oc NO. L08-033 RECORDED NOVEMBER 6. 2008 UNDER RECORDING NO. 20081106000242.' IN VOLUME 249 OF PLATS, PAGES 7Z THROUGH 84, RECORDS OF KING COUNTY WASHINGTON. .. EXCEPT THAT PORTION. THEREOF CONVEYED TO CITY OF TUKWILA, A WASHINGTON NON -CHARTER 'OPTIONAL MUNICIPAL CODE CITY BY DEED RECORDED JULY 20, 2009 UNDER RECORDING NO. 20090720001730. ' AND • A TRACT OF LAND IN SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST,.. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THAT INCLUDES A PORTION OF THE W. H. GILUAM DONATION LAND CLAIM .NO. 40, AND A PORTION OF TRACT 14 OF THE INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 55, ,IN KING COUNTY, WASHINGTON,. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST. QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WLLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH O'14'09" WEST ALONG THE WEST LINE OF SAID SUBDIVISION PRODUCED ACROSS W. H. GIWAM DONATION LAND CLAIM NO. 40.'408.49 FEET; THENCE SOUTH 89'45'51` WEST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 012'09" WEST, 217.60 FEET TO. A POINT OF CURVE;. THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 50 FEET A DISTANCE OF 79.53 FEET TO A POINT OF TANGENT; THENCE SOUTH 88'40'. WEST, 390.86 FEET TO A POINT OF CURVE: THENCE ON A CURVE TO THE LEFT WITH RADIUS OF 122.35 FEET, A DISTANCE OF 83.68 FEET TO A POINT OF C'..' ND CURVE; THENCE CONTINUE ON A •• TO T WTH RADIUS OF 45.0 FEET, A DISTANCE OF 45.96 FEE TO A POINT OF T . T; THENCE SOUTH 019'36' WES 178.7 FEET;. THENCE SOUTH 8775'1 EAST, 528.4 FEET TO .THE TR T OF BEGINNING. LEGAL DESCRIPTIO NEW) VGLIEN/ If (71(.97 PARCEL A THAT PORTION OF PARCEL A OF CITY OF TUKWILA BINDING SITE IMPRO NO. L08-033 RECORDED NOVEMBER .6, 2008 UNDER RECORDING NO. 20081106000242, IN VOLUME 249 OF PLATS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON, LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,' TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M. EXCEPT PARCELS C THROUGH E OF SAID CITY OF TUKWILA BINDING SITE IMPROVEMENT PLAN NO. L08-033; ALSO EXCEPT THAT PORTION OF SAID PARCEL A DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE SOUTH 0011'38" EAST ALONG THE EAST UNE THEREOF A DISTANCE OF 941.03 FEET; • THENCE NORTH 89'45'56" WEST 30.00 FEET TO THE WEST LINE OF' ANDOVER PARK WEST AND. THE POINT OF BEGINNING; THENCE CONTINUING NORTH '89•45'56" WEST A DISTANCE OF 250.00 FEET; THENCE SOUTH 00'11'38". EAST A DISTANCE OF 100.00 FEET; THENCE SOUTH 89'45'58' EAST A DISTANCE OF FEET 250.00 TO .SAID WEST LINE OF ANDOVER PARK WEST; THENCE NORTH 0011'38 WEST. ALONG SAID WEST LINE A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. • ALSO. EXCEPT THAT PORTION OF SAID PARCEL A, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER 'OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION' 26; . THENCE SOUTH 0011'38" EAST ALONG THE EAST LINE THEREOF.A DISTANCE OF 757.03 FEET; • THENCE NORTH 89'40'24" WEST 30.00 FEET • TO A POINT ON THE. WEST MARGIN OF ANDOVER PARK WEST, SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING SAID VEST MARGIN AND' CONTINUING NORTH 89'40'24": WEST A DISTANCE OF 293.71 FEET; • THENCE SOUTH 00'19'36" WEST A. DISTANCE OF 154.00 FEET; THENCE SOUTH 89'40'24" EAST A DISTANCE OF 249.72 FEET TO THE BEGINNING OF • A TANGENT CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 45.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL .ANGLE OF 9011'14" A DISTANCE OF 71.09 FEET TO SAID WEST MARGIN OF ANDOVER PARK. WEST; ' THENCE NORTH 0011'38" WEST ALONG SAID WEST LINE A DISTANCE OF 108.60 FEET TO THE POINT OF BEGINNING. PORTION OF: NW 1/4, I & SW 1/4, SE 1/, LEGAL DESCRIPTION (NE PARCEL A (CONT. AND EXCEPT THAT PORTION OF • COMMENCING AT THE NORTHWES' THE NORTHEAST QUARTER OF SE • . THENCE SOUTH 00'O4'28' EAST .943.01 FEET TO THE POINT OF•E THENCE SOUTH 89'42'24" EAST . A TANGENT CURVE CONCAVE TO THENCE SOUTHEASTERLY ALONG 90'00'29" A DISTANCE OF 31.42 THENCE SOUTH 00'20'05" WEST . OF .PARCEL C OF CITY OF TUKWI AS RECORDED UNDER RECORDINC THENCE ALONG THE NORTH; WES THE FOLLOWING COURSES; • NORTH 89'40'08" WEST A DISTAL THENCE SOUTH 00'19'52" WEST THENCE SOUTH 89'40'08" EAST , THENCE LEAVING SAID SOUTH UP DISTANCE OF, 20.04 FEET TO THE THE NORTHWEST, HAVING A RADII THENCE SOUTHERLY ALONG THE' OF 5812'16" A DISTANCE OF 30. BOULEVARD; THENCE NORTH 89'30'36", WEST . FEET •TO THE WEST UNE OF SAIC QUARTER. OF SECTION 28; • THENCE NORTH 00'04'28" WEST • FEET TO THE POINT: OF BEGINNIN PARCEL B PARCEL B OF CITY OF TUKWILA I RECORDED NOVEMBER 6, 2008 U 249. OF PLATS. PAGES 77 THROE PARCEL C PARCEL C OF CITY OF TUKWILA I RECORDED NOVEMBER 8, 2008 U 249 OF PLATS,PAGES 77 THROE AND EXCEPT THAT PORTION OF SAID PARCEL A, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE SOUTH 89'40'24 EAST ALONG THE LINE - DISTANCE OF 536.95 FEET; THENCE SOUTH 0019'36" . WEST A DIST OF BEGINNING; THENCE SOUTH 89'40'24' EAST A DISTA THENCE SOUTH 0019'36" WEST A DISTANC THENCE NORTH 89'40'24' WEST A DISTANCE OF THENCE NORTH 0019'36" EAST A DISTANCE OF 402.00 FEET BEGINNING. OF EET TO THE TRUE OF 230.16 FEET; 402.00 FEET; vE cE f%( (F 144.4 PARCEL D PARCEL D OF CITY OF TUKWILA I RECORDED NOVEMBER 8, 2008 U 249 OF PLATS, PAGES 77 THROE PARCFI F PARCEL E OF CITY OF TUKWILA E RECORDED NOVEMBER 8, 2008 UI 249 OF PLATS, . PAGES 77 THROL PARCEL F• THAT PORTION OF THE NORTHWE! SECTION • 26,, TOWNSHIP 23 NORTI WASHINGTON, DESCRIBED AS FOLI COMMENCING AT THE NORTHEAST NORTHEAST QUARTER; . 'THENCE SOUTH 0011'38", EAST A 941.03 FEET; .THENCE NORTH 89'45'56" WEST WEST AND THE• POINT. OF.BEGINN THENCE 'CONTINUING NORTH 89'4! THENCE SOUTH 0011'38" EAST A THENCE .SOUTH 89'45'56" EAST •OF ANDOVER PARK WEST; THENCE NORTH 0011'38" WEST A FEET TO THE POINT OF. BEGINNIN' OWNER(S):: WEA SOUTH &`BANK OF A E., W.M. LEGAL DESCRIPTION (NEW - CONT.) PARCEL G THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE SOUTH 00'11'38" EAST ALONG THE EAST LINE THEREOF A DISTANCE OF 757.03 FEET THENCE NORTH 89'40'24" .WEST 30.00 FEET TO. A POINT ON THE . WEST MARGIN OF ANDOVER PARK WEST, SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING SAID WEST MARGIN AND CONTINUING NORTH 89'40.24", WEST A DISTANCE OF 293.71. FEET; THENCE SOUTH 0019'36" WEST. A DISTANCE OF 154.00 FEET; THENCE SOUTH 89'40'24" EAST A DISTANCE OF 249.72 FEET TO THE BEGINNING OF A TANGENT: CURVE CONCAVE TO THE NORTHWEST AND .HAVING A RADIUS OF 45.00 FEET;: .. THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF. 90.31'14" A DISTANCE OF 71.09 FEET TO SAID WEST MARGIN OF `. ANDOVER PARK WEST;: THENCE NORTH 00'11'38'.' WEST ALONG SAID WEST LINE A DISTANCE OF 108.60. FEET. TO THE POINT OF . BEGINNING. PARCEL H THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:. COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER. OF SECTION 26; THENCE SOUTH 89'40'24". EAST ALONG THE L ' '- REOF A DISTANCE OF 536.95 FEET; THENCE SOUTH 0019'36" WEST A DISTAN OF 144.00 . EET TO THE OF BEGINNING; THENCE SOUTH 89'40'24" EAST A DISTANCE OF 2 4.16 FEET; �t�� IfTHENCE SOUTH 0019'36" WEST .A DISTANCE OF .402.1 i / `j 1• •� THENCE NORTH 89'40'24" WEST A DISTANCE OF 230.16 FEET; THENCE. NORTH 0019'36" EAST A DISTANCE OF 402.00 FEET TO THE P BEGINNING. PARCEL I THAT PORTION OF INTERURBAN ADDITION TO SEATTLE AND PORTION OF GILLMAN DONATION LAND CLAIM NO. 140 LYING SOUTHERLY OF RENTON-THREE TREE POINT. ROAD AND WEST .OF THE NORTHERLY PRODUCTION OF THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE .NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 04 EAST; W.M., EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 0014'09" WEST ALONG THE EAST LINE THEREOF A DISTANCE OF 406.49 FEET;. THENCE SOUTH 89'45'51 WEST .30.00 FEET TO THE WEST LINE OF ANDOVER PARK WEST AND THE POINT OF BEGINNING; THENCE NORTH 0014'09" WEST A DISTANCE OF 217.62 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 50.00 FEET; THENCE ON ..A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AN ARC THENCE NORTHWEST ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 91'07'51" A DISTANCE OF 79.53. FEET; THENCE SOUTH .88'38'00" WEST A DISTANCE OF 467.01 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE. TO,, THE NORTH HAVING A RADIUS OF 1472.39. FEET; THENCE WESTERLY ALONG THE ARC OF CURVE THROUGH A CENTRAL ANGLE OF .16'28'06" A DISTANCE OF 423.20 FEET; THENCE NORTH 74'53'51" WEST A. DISTANCE OF 378.21 TO THE WEST LINE OF.LOT 13 OF SAID INTERURBAN . ADDITION; THENCE SOUTH .00.05'06" EAST A DISTANCE OF 803.96 FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89'40'24" EAST. A DISTANCE OF 520.70 FEET;. Turnire NnPn-1 nn•1Q'lR" FAST A fISTANCF OF 40.00 FEET TO POINT A: •paw o,J ski. 3w.9 v• • ■ v■ ■ V•\UW•vA. DWRITMENT OF COMMUNITY DEVEL NT 6UTHCENTER BOULEVARD, TU, WA 98188 TELEPHONE (206) 431-3670 FAX (206) 431-3665 E-MAIL: TUKPLAN@TUKWILA.WA.US BINDING SITE IMPROVEMENT PLAN NUMBER (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE. NO. L08-033) LEGAL DESCRIPTION (NEW - CONT.) PARCEL J A . TRACT OF LAND IN SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THAT INCLUDES A PORTION OF THE W. H. GILLIAM DONATION LAND CLAIM NO. 40,. AND A PORTION OF TRACT 14 OF THE INTERURBAN ADDITION TO SEATTLE,ACCORDING TO THE PLAT THEREOF, .'. RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP . 23 NORTH, RANGE 4 EAST, WILLAMETTE. MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 014'09" WEST. ALONG THE WEST. LINE OF SAID SUBDIVISION PRODUCED ACROSS W. H. GILLIAM DONATION. LAND CLAIM NO. .40,:406.49 FEET; THENCE SOUTH 89'45'51". WEST 30 FEET TO THE TRUE POINT OF. BEGINNING; THENCE NORTH 012'09" WEST, 217.60. FEET TO A . POINT OF CURVE; .... _. THENCE. ON A CURVE TO THE LEFT WITH A RADIUS OF. 50 .FEET A DISTANCE OF 79:53 FEET TO A POINT OF TANGENT; THENCE SOUTH 88'.40' WEST, .390.86 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE. LEFT WITH.. RADIUS OF .122.35. FEET,' A DISTANCE OF. 63.68 FEET TO A POINT OF COMPOUND CURVE; THENCE CONTINUE ON . A C _ EFT WITH RADIUS OF 45.0. FEET, A. DISTANCE OF 45.96 FEET . 0, A 0 T; THENCE SOUTH 019'36" S 178:75 EET;..' THENCE SOUTH 8T25'13" T, 52 .42 EET TO THE T PARCEL K. THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE .04 EAST, W.M.; BEING A PORTION OF BROOKVALE GARDEN TRACTS DESCRIBED AS FOLLOWS: COMMENCING AT. THE .SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'40'24" WEST A DISTANCE OF 217.00 FEET; THENCE NORTH 0019'36" EAST A DISTANCE OF 445.00. FEET TO THE POINT OF BEGINNING; THENCE NORTH 89'40'24"WEST. A DISTANCE OF 415.31 FEET TO EAST LINE OF SOUTHCENTER PARKWAY AS ESTABLISHED BY ORDINANCE NO. 555 AND RECORDED UNDER AUDITORS FILE NO. 6516239 AND THE BEGINNING OF NON --TANGENT CURVE CONCAVE TO THE SOUTHEAST FROM WHICH .THE RADIUS POINT BEARS NORTH 8826'38" EAST A DISTANCE OF 339.07 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 58'25'59". EAST A DISTANCE OF 345.80. FEET TO THE BEGINNING OF. COMPOUND. CURVE HAVING A RADIUS OF, 565.79 FEET; THENCE NORTHESATERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF. 28'31'40" EAST A DISTANCE OF 281.71. FEET TO A POINT WHICH BEARS NORTH 00'19'36" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 0019'36" WEST A DISTANCE OF 385.67. FEET TO THE POINT OF BEGINNING. POkutj PARCEL L � _5�' � Or PARCEL L "H- �Sf' THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 23 NORTH. RANCF 04 FAST. W.M _ RFIN0 A PORTInN nF RRnnWVel F. BINDING SITE . IMPROVEMENT PLAN FOR WEA SOUTH9ENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. IE NORTHWEST 1/4 OF SAID SECTION M., AND VACATED STREETS. • SUBDIVISION; • . ' OF VACATED 57111 AVENUE SOUTH; TO TME NORTH UNE OF SAID FEET THEREOF. IED PROPERTY; AND SOUTH 0019'36 SUBDIVISION; IF 257.58 FEET; 302.00 FEET;' IF 236.16 FEET; 1F 119.00 FEET; IF 21.42 FEET; 9- 183.00 FEET VOLUME PAGE PARCEL 0 THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION ' 26; TOWNSHIP .23 NORTH, RANGE 04 EAST, W.M., AND VACATED STREETS ADJOINING:.• EXCEPT THAT PORTION LYING SOUTH OF. THE FOLLOWING DESCRIBED LINE; COMMENCING • AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 00'04'28" EAST ALONG THE WEST UNE THERE OF A DISTANCE OF 943.01 FEET TO THE POINT OF BEGINNING OF .SAID UNE;.. • . THENCE NORTH 89'4224' WEST A DISTANCE OF.602.25.FEET TO ME_ EAST MARGIN. • OF SOUTHCENTER PARKWAY AS ESTABLISHED BY DEED UNDER .RECORDING NO. 20090720001730 AND THE. TERMINUS OF THE LINE HEREIN DESCRIBED;• • EXCEPT THAT PORTION .DESCRIBED. AS FOLLOWS; ' • COMMENCING AT NORTHEAST CORNER OF SAID SUBDIVISION; • THENCE' SOUTH 552.42 FEET; ORTH 89'31'13"WEST TO CENTERUNE OF VACATED 57TH, AVENUE SOUTH;•` ID CENTERLINE TO THE NORTH LINE OF SAID COURT OF WASHI T OF WAY FOR SOU KING, STATE OF HEIGHTS DIVISION NO. 1 ACCORDING R WITH VACATED STREET ADJOINING, 4ST 1/4 OF THE NORTHWEST 1/4 OF 1GE 04 EAST, W.M., DESCRIBED AS F SAID SUBDIVISION; YESTERLY EXTENSION OF THE NORTH FEET TO THE POINT OF OF 257.58 FEET; OF 302.00 FEET; OF 238.16 FEET; 00 FEET; OF 21.42 OF 183.00 FEET TO THE POINT OF ED. OF. KING, STATE OF WASHINGTON. POkTIs�.) 6jG �4 0r 9 THENCE NO - SUBDIVISION; NCE EAST TO THE POINT OF BEG THAT PORTION WITHIN THE, FOLLOWING DESCRIBED PROPERTY; ING NORTH 89'4014"WEST 23.00 FEET AND SOUTH 0019'36' WES 433.24 FEET FROM THE NORTHEAST CORNER OF SAID SUBDIVISION; .• THENCE SOUTH 0019'36" WEST A"DISTANCE OF 257.58 FEET; THENCE NORTH 89'4014"WEST A DISTANCE OF 302.00 FEET; • THENCE NORTH 0019'36" EAST A DISTANCE OF 236.16 FEET; THENCE SOUTH 89'40'24" EAST A DISTANCE OF 119.00 FEET; THENCE NORTH 00'19'36" EAST A DISTANCE OF 21.42 FEET; THENCE SOUTH 89'40'24` EAST A DISTANCE OF 183.00 FEET TO THE POINT OF BEGINNING. S PARCEL OR PARCELS PER US DISTRICT COURT OF WASHINGTON NORTH DIVISION DECISION 04' TAI<ING CIVIL NO. 6010. EXCEPT. ANY PORTION LYING WITH THE RIGHT OF WAY FOR SOUTHCENTER PARKWAY. SITUATE. IN THE CITY. OF TU COUNTY OF OF WASHINGTO PARCEL P • THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF. THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: • COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 00'04'28" EAST ALONG THE WEST UNE THEREOF A DISTANCE OF 943.01 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89'42'24" EAST A DISTANCE OF 113.20 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE SOUTHEAST HAVING A RADIUS OF.20.00 FEET; • THENCE SOUTHEASTERLY•ALONG SAID, CURVE THROUGH A CENTRAL ANGLE OF 90'00'29" A DISTANCE OF 31.42 FEET; THENCE SOUTH 0010'05" WEST A DISTANCE OF 142.57 FEET TO THE NORTH LINE OF PARCEL C OF CITY OF TUKWILA BINDING SITE IMPROVEMENT PLAN NO. L08-033 AS RECORDED UNDER RECORDING NO. 20081106000242;' • THENCE ALONG THE NORTH, WEST AND SOUTH LINES OF SAID PARCEL C THROUGH THE FOLLOWING COURSES; NORTH 89'40'08" WEST A DISTANCE OF 67.3 THENCE SOUTH 0019'52" WEST A DISTAN' THENCE SOUTH 89'40'08" EAST A DISTANCE THENCE LEAVING SAID SOUTH UNE OF PARCEL C, SOUTH 0010'05" WEST A • DISTANCE OF 20.04 FEET TO THE .BEGINNING OF A TANGENT CURVE CONCAVE TO • THE NORTHWEST AND HAVING A RADIUS OF 30.00 FEET; THENCE' SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 58'12'16"•A DISTANCE OF 30.48 FEET TO THE NORTH MARGIN OF STRANDER BOULEVARD; • THENCE NORTH 6910'36" WEST ALONG SAID NORTH MARGIN A DISTANCE OF 116.26 FEET; ' • THENCE CONTINUING ALONG SAID NORTH MARGIN NORTH 8915'09" ,WEST A • DISTANCE OF 243.93 FEET TO THE BEGINNING OF RIGHTS OF WAY FOR STRANDER BOULEVARD AND SOUTHCENTER PARKWAY AS ESTABUSHED BY DEED UNDER • RECORDING NO. 20090720001730; THENCE ALONG SAID RIGHTS OF WAY'THROUGH THE FOLLOWING COURSES; NORTH 8213'51" WEST. A DISTANCE OF 76.21 FEET; . • THENCE NORTH. 87'45'03" WEST A DISTANCE OF 108.58 FEET; THENCE NORTH 8917'11" WEST A DISTANCE OF 135.10 FEET TO THE BEGINNING OF A TANGENT CURVE .CONCAVE. TO THE NORTHEAST. AND HAVING A RADIUS OF 35.31 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8827'57" A DISTANCE OF 54.52 FEET; THENCE NORTH 00'59'09" EAST A DISTANCE OF 290.38 FEET; THENCE LEAVING SAID RIGHTS OF WAY, SOUTH 89'42'24" EAST A DISTANCE OF 602.25 FEET TO THE POINT OF. BEGINNING. • SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. RECEIVED 0 c7 `FNTFR 1 1 r. 41RMAN. c N. DATE 5/24/10 • A -1 SCAAILE/A JOB NUMBEF 4f (I!1 41 WA/ EASEMENT, INCLUDING IEKMS ANU l'KUVISIOIVJ UUIN !NNW IP1CRCIIV: CORDING INFORMATION: JARY 7, 1972, UNDER RECORDING NO, 720 0397 IN FAVOR OF: TOWN OF TU A, A MUNICIPAL CORPORATION, ITS SUC ORS AND ASSIGNS FOR: UNDERGROUND WATER, R, DRAINAGE, ELECTRIC POWER, GAS, PHONE AND RAILROAD SPUR CROSSING a EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 12, 1974, UNDER RECORDING NO. 7407120474 IN FAVOR OF: CITY OF TUKWILA, A MUNICIPAL CORPORATION • FOR: UTILITIES. 30 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: CORDING INFORMATION: JANUARY 3, 1975, UNDER RECORDING NO. 7501030287 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTON CORPORATION, ITS SUCCESSORS AND ASSIGNS FOR: UNDERGROUND COMMUNICATION LINES, MANHOLE AND CONDUIT 31. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: RECORDED: NOVEMBER 23, 1977 RECORDING NO.: 7711230639 (NOT LOCATABLE) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: CORDING INFORMATION: NOVEMBER 23, 1977, UNDER RECORDING NO. 7711230641 IN FAVOR OF: STATE OF WASHINGTON AND ITS ASSIGNS FOR: LOOP DETECTOR 34 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JANUARY. 7, 1981, UNDER RECORDING NO, 8101070484 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 5 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED. THEREIN: CORDING INFORMATION: APRIL 2, 1984, UNDER RECORDING NO, 8404020325 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION. F FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. II F 3g6 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF FOUR -PARTY AGREEMENT FOR RECORDING", EXECUTED BY AND BETWEEN SOUTHCENTER SHOPPING CENTER CORPORATION, BONCOM CORPORATION, ALLIED STORES CORPORATION AND CONNECTICUT GENERAL LIFE INSURANCE COMPANY, RECORDED JUNE 28, 1985, AS INSTRUMENT NO. 8506281578 OF OFFICIAL RECORDS. F DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JUNE 28, 1985, DECEMBER 21, F 1987, FEBRUARY 19, 1991, AND JULY 1, 1999, AS RECORDING NOS. 8506281579, 8712211262, 9102190007 AND 19990701001220 OF OFFICIAL RECORDS. DOCUMENT DECLARING MODIFICATIONS THEREOF RECORDED SEPTEMBER 29, 2006, AS RECORDING NO. 20060929002120 OF OFFICIAL RECORDS. It C 6 R 2 It F (1 I I F F E E 1 I I F i OWNER(S): WEA SOUTHCENTER, LLC 11601 WILSHIRE BLVD. 11TH FLOOR PHONE: LOS ANGELES, CA 90025 VT WA 98188 i5 ALAN NUMBER Li0'1,Z+ a COUNTY L08-033) w io rn r 0 0 z O O co t X23-gg`� R=1472: 16472: 39 roe=213. 07 REC. #8603140908, #8603140909 & #8603140910. O 0 r 5877'25'13"E 253.52' X88'38'00` S0017.39"W 0 . tO .••• 0 O BINDING SITE WEA S( PORTION OF: NW 1/4, NE 1/4 AND &SW1/4,SE1/4,ANDSE1/ IN KIN1 FNO. 3/4" BRASS IN STA. 30+43.15 STA. 50+00 $605'r PIPELINE ' W PER SUP O 0 11) 6=29'49'15" R=122.35' L=63.68' A=58'31'05" R=45.00' L=45.96' ACCESS RIG A.F. N S0019'36"W 30.02' S68'38'00"W 549.31 CN O O 0 S88'38'00"W 390.63 cn (390.86' REC.) / 00 OC. PNB TELE. ESM'T, REC. #6158101 6=91'07'51"-i R=50.00' L=79.53' TSGREEMENT 5 4945 G1l ARCEL I 14 PARCEL J TELE. ESM'T REC. NO. 5391852 8' x 17' PSE ESM'T S87'25'13"E REC. # 19990819001634-' 526.19' (526.42' REC.) LOT .J4 T. L N0. 3597000240 TELE. ESM'T RE NO. 53918 ®15"ESM'T ROV IMPROVEMNETS & U1ILITIE: REC. # 200842400183E REC. AND CALC. 1: rY OF TUKWILA PARTMENT OF COMMUNITY DEVELOPMENT 10 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 _EPHONE (206) 431-3670 FAX (206) 431-3665 IAIL: TUKPLAN@TUKWILA.WA.US 3ITE IMPROVEMENT PLAN NUMBER JDING SITE PLAN RECORDED UNDER KING COUNTY 081106000242 CITY OF TUKWILA FILE NO. L08-033) Poembki or Sitc • g or 9 x 120 TR FIC SIGNAL ILOOP DETEC R EASEMEN CONTINUED ON SHEET PARCEL M • 200706190 340 • So. NO0'02'51"E • 45.97' 17) N8554 01 "E c; 4.05 N25'17'32"E EaSTING MALL BUILDING P.O.B. PARCEL N U 23.00' WEST %AI & 433 42' SOUTH OF 1/4 COR. CENTERLINE VACATED 57TH AVE S; R=287.941 L=33.88' .6=644'27" S8940124”E • PORTION PARCEL M • 183.00' : NO0'191361 21.42' , EXISTING SEARS BUILDING . . (N1 N8929'40"W 5.44' L.1 CO. Kr* "Ch t4) o z PARCEL N w rt.) 8% to 0 ". . „ - . -, . . • . di . . , 7. .. • - .. *- N8940'24HW lcd 0 I • 2 302.00'' -Au in En 0 0 . . • , . .. . . . / • RIGHT OF WAY PER DEED REC. #20090720001730 1 —7• ,../-1‘106.9'09"W (0 IA 11 PARKING GARAGE 0 City of Tukwila Department of Community Development Land Use -Routing form for =Revrs-r-on-s TO:\ PW-Dave:R(Fire _Building Police Envrio- FILE NUMBER L10-032 Project: WESTFIELD BSIP Address: 2800 Southcenter Mall Date transmitted 6/10/2010 resend 7/13/2010 Response requested by: 7/15/10 Planner: Stacy MacGregor Date response received: COMMENTS RUSH -1st set of plans were lost ❑ DRC review requested ❑ Plan submittal requested FY\A5 1 Plan approved City of Tukwila Department of Community Development File Numbers L10-032 LAND USE PERMIT ROUTING FORM TO: XBuilding. Public Works I] Fire Dept. Project: Westfield BSIP Address: 2800 Southcenter Mall Parcel: see application Date transmitted: 6/10/2010 Response requested by: 6/24-2010 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede BSIP for the mall. They did this last year but made some drawing errors and the recorder's office dropped off a bunch of their parcels. This BSIP is to correct and re-create those parcels and to add the old Bank of America site of the mall property. f2142 'E 1_0e'; BANK d*4E{ztcik - ,s tC-plt44 -- TM i t ii c IT FOR i K=�•tc.A` 1tsDI t`1Ct 00A3 .:±sp Ca )E rag cot,Ar6 In l`(GE t,J t-1-4 T SG H T1 o tU 704 'c( A- T O r 41 t -t o 151.11t -D" --M66144 L=L�iY Oi~l A -L1- t DSS ' F T -t . M kT- IS M4 -DE oft en it 9 G f'41ZCl -L E, 444I) 1 N -1-te 6s;NEFAL. . Q�,I��IoN (s2)4.ic,i l� �s -s�M gtr -tom coep ti c 'Lri pttO(4 czisvzeg.5 p 131 ty'DtY--- Plan check date: Ix i4/ ,6 Comments prepared by: Update date: • Stacy MacGregor - Fwd: RE: Westfield BSIP Check -In Page 1 of 2 From: Stacy MacGregor To: Bob Benedicto Date: 06/15/2010 11:54 AM Subject: Fwd: RE: Westfield BSIP Check -In Bob, I emailed the mall regarding your question on their BSIP. Their response follows. My faded recollection of the previous BSIP mirrors their response. Does this satisfy you? Stacy Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday -Friday, 8:30 am - 5:00 pm Please consider the environment before printing this e-mail »> "Megan M. Nelson" <mnelson@GordonDerr.com> 06/15/2010 11:49 AM »> Stacy - Thank you for the update on the City's review of the BSIP. In regards to the building department's questions, there are two answers: First, there was no need to separately record the no -build easement on the new BofA parcel. Just like notes on a final plat, recording of the BSIP with the note on Sheet 9 created the no -build easement without having to record a separate document. Second, and moreover, the City did not ask for a separately recorded no -build easement during the prior BSIP review. The note of Sheet 9 satisfied the City's request. Please let me know if you have any other questions during the review. Much appreciated, Megan Original Message From: Stacy MacGregor [mailto:stacy-m@ci.tukwila.wa.us] Sent: Tuesday, June 15, 2010 9:17 AM To: Megan M. Nelson Subject: Re: Westfield BSIP Check -In Hi Megan— It has been routed to all departments for review. The building department is the first to get back to me and asked why the no -build easement on the new BofA parcel was not recorded independently with all the other easements? The easement is referenced on sheet 9 at parcel E and in the general notes. Thanks, Stacy file://C:\Temp\XPgrpwise\4C 1769E7tuk-mail6300-po 1001783331173E71\GW } 00001.H... 07/02/2010 • • Page 2 of 2 Stacy MacGregor, Assistant Planner 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 Monday -Friday, 8:30 am - 5:00 pm P Please consider the environment before printing this e-mail »> "Megan M. Nelson" <mnelson@GordonDerr.com> 06/15/2010 9:04 AM »> Stacy - Just wanted to check-in and see how the review of Westfield Southcenter's BSIP is proceeding. Anything I can help clarify? Any thoughts on time frame for completion of the City's review? Thank you, Megan Megan Nelson Attorney 2025 First Avenue, Suite 500 Seattle, WA 98121-3140 Phone: 206.382.9540 www.GordonDerr.com P Please consider the environment before printing this e-mail PRIVILEGED AND CONFIDENTIAL: This e-mail is intended only for the use of the individual or entity to whom it is addressed and may contain confidential, privileged information. If the reader of this e-mail is not the addressee, please be advised that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you receive this communication in error, please call (206) 382-9540 and return this e-mail to GordonDerr at the above e-mail address and delete from your files. Thank You. file://C:\Temp\XPgrpwise\4C 1769E7tuk-mail6300-po 1001783331173E71\GW } 00001.H... 07/02/2010 • • RECEIVED City of Tukwila JUN 1 1 Z010 Department of Community Development TUKWILA PUBUC WORKS File Numbers L10-032 LAND USE PERMIT ROUTING FORM TO: n Building - ublic Works Fire Dept. Project: Westfield BSIP Address: 2800 Southcenter Mall Parcel: see application Date transmitted: 6/10/2010 Response requested by: 6/24-2010 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede BSIP for the mall. They did this last year but made some drawing errors and the recorder's office dropped off a bunch of their parcels. This BSIP is to correct and re-create those parcels and to add the old Bank of America site of the mall property. ('? Fu (Do $/k Plan check date: Comments prepared by: Update date: MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Stacy MacGregor, Assistant Planner 014741 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: July 1, 2010 SUBJECT: Westfield — Binding Site Improvement Plan (BSIP) 2800 Southcenter Mall (BSIP) Review Comments (BSIP) — L10-032 (BSIP) meets Public Works requirements. However, the following comments should be addressed for Public Works. (BSIP) Survey Map SHTS. 1 thru 9 of 9 — (1) Provide (BSIP) plan no. L10-032 on all sheets. (2) Show & Label `Utility Easement' as recorded under K.C. Rec. no. 20081212000814 — see enclosed. SHT. 2 of 9 — (1) Verify why the existing total Parcel Areas = 3,222,136 sq. ft. and the new total Parcel Areas = 3,328,126 sq. ft. (2) verify West bearing distance shown on detail new parcel 'C' as 131.93' vs. 131.92' as shown on sht. 4 of 9 (Parcel `P'). (See enclosed) SHT. 3 of 9 — Verify bearing distances as shown on the enclosed portions of legal descriptions. SHT. 4 of 9 - Verify bearing distances as shown on the enclosed portions of legal descriptions. SHT. 5 of 9 — No comment SHT. 6 of 9 — No comment SHT. 7 of 9 — No comment SHT. 8 of 9 - Locatable item shown as #22 should be #59. (See portion of sheet 8 of 9 - enclosed) SHT. 9 of 9 — No comment MEMO: TO: Bob Giberson via Dave McPherson Chief Olivas via Don Tomaso Richard Takechi, Finance FROM: Stacy MacGregor, Assistant Planner RE: Westfield BSIP, L10-032 DATE July 20, 2010 The above BSIP is ready for recording: Please review the final document and initial below. Bob Giberson Chief Olivias Richard Takechi • • MEMO: TO: Bob Giberson via Dave McPherson Chief Olivas via Don Tomaso Richard Takechi, Finance FROM: Stacy MacGregor, Assistant Planner RE: Westfield BSIP, L10-032 DATE: July 20, 2010 The above BSIP is ready for recording. Please review the final document and initial below. Bob Giberson Chief Olivias► 4.1"'� Richard Takechi a�. • MEMO: TO: Bob Giberson via Dave McPherson Chief Olivas via Don Tomaso Richard Takechi, Finance FROM: Stacy MacGregor, Assistant Planner RE: Westfield BSIP, L10-032 DATE: July 20, 2010 The above BSIP is ready for recording. Please review the final document and initial below. Bob Giberson Chief Olivias Richard Takechi ?$ 7 July 15 2010 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Via email to: Nicholas Lee, WEA at nlee@us.westfield.com Brent Carson, GordonDerr LLP at bcarson@gordonderr.com Mr. Nicholas Lee Westfield Southcenter Mall 2800 Southcenter Tukwila, WA 98188 RE: First Comment Letter Westfield Southcenter Mall Binding Site Improvement Plan (BSIP) L10-032 Dear Mr. Lee: The City has completed its review of the above Binding Site Improvement Plan application. The application was submitted on June 3, 2010 and routed to City departments for review. The project was reviewed by the City departments. What follows are their comments. Please address their corrections on the submitted plan set: SHTS. 1 thru 9 of 9 — (1) Provide (BSIP) plan no. L10-032 on all sheets. (2) Show & Label 'Utility Easement' as recorded under K.C. Rec. no. 20081212000814 — see enclosed. SHT. 2 of 9 — (1) Verify why the existing total Parcel Areas = 3,222,136 sq. ft. and the new total Parcel Areas = 3,328,126 sq. ft. (2) verify West bearing distance shown on detail new parcel 'C' as 131.93' vs. 131.92' as shown on sht. 4 of 9 (Parcel 'P'). (See enclosed) (3) Verify why the existing Parcel A = 2,977,340 sq. ft of L10-032 is less than the proposed Parcel A = 3,031,420 sq. ft. of L08-033. Assumption is Klickitat dedication, please confirm. SHT. 3 of 9 — Verify bearing distances as shown on the enclosed portions of legal descriptions. SHT. 4 of 9 - Verify bearing distances as shown on the enclosed portions of legal descriptions. SHT. 5 of 9 — Under General Notes and Easements, item 37 is listed twice; remove the second notation. SHT. 6 of 9 — No comment SHT. 7 of 9 — Typo in the word "agreement", correct. SHT. 8 of 9 - Locatable item shown as #22 should be #59. (See portion of sheet 8 of 9 - enclosed) SM H:\A BISP Westfield\techcomments 1.doc Page 1 of 2 07/15/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 SHT. 9 of 9 — No comment Next Steps Your next step is to address the comments made in this letter. Once you have addressed the comments and revised the plans, resubmit four sets of plans to the Department of Community Development for review. If you have any questions, I can be reached at 206-433-7166 or by email at smacgregor@ci.tukwila.wa.us. Sincerely, i\Not Stacy M$cG egor AssistantsP anner Attachment A: Plan submittal set with red -lined comments File (L10-032) SM Page 2 of 2 07/15/2010 H:\A BISP Westfield\techcomments 1.doc Bank of America Redevelopment Tukwila, Washington Surface Water Drainage Technical Information Report August 11, 2010 1 505 Westlake Ave. N T 206.522.9510 Suite 305 Seattle, WA 98109 F 206.522.8344 www.pacland.com Prepared By: Max Berde Reviewed By: Bill Fortunato, P.E. Bank of America Redevelopment Storm Drainage Report Tukwila, WA Table of Contents Section Page PROJECT OVERVIEW 1 PROPOSED IMPROVEMENTS 1 SITE LOCATION 2 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS 3 SOILS CONDITIONS 3 CONDITIONS AND REQUIREMENTS SUMMARY 3 OFFSITE ANALYSIS 3 DOWNSTREAM ANALYSIS 3 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4 EXISTING SITE HYDROLOGY 4 DEVELOPED SITE HYDROLOGY 6 WATER QUALITY SYSTEM 8 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 9 SPECIAL REPORTS AND STUDIES 9 OTHER PERMITS 9 ESC ANALYSIS AND DESIGN 9 CONSTRUCTION SEQUENCE AND PROCEDURE 10 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10 OPERATIONS AND MAINTENANCE MANUAL 11 Appendix A Figures Figure 1 — TIR Worksheet Figure 2 — Site Plan Figure 3 — Grading and Drainage Plan Figure 4 — Existing Basin Map Figure 5 — Proposed Basin Map Appendix B KCRTS Runoff Calculations Appendix C Water Quality Calculations & Specifications Appendix D Conveyance Calculations Appendix E Maintenance Checklist Appendix F FloHawks Storm Pipe Inspection Report PACLAND Project # 10018002 Page ii Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Project Overview Proposed Improvements The proposed redevelopment consists of the construction of a 239 stall parking area which includes site paving, utility, stormwater management, landscaping, and site lighting improvements. The existing Bank of America branch building will remain. The adjacent drive-through banking facility will be demolished as part of the redevelopment. The total site is composed of 2.99 acres and is bordered by Tukwila Parkway to the north and Andover Park West to the east. The site is a part of Westfield Southcenter mall. The existing storm drainage collection and conveyance system onsite will remain. Existing catch basins will be adjusted to proposed grades. Currently runoff from the western portion of the site infiltrates onsite. This will continue in the proposed condition for the western basin of the site. Stormwater will be not be detained because the proposed redevelopment does not increase the peak flow out of the basin by more than 0.1 cfs. Currently runoff from the eastern basin of the site discharges to the City of Tukwila storm system. Existing detention pipes and flow control structure are onsite and will remain for the proposed condition. Stormwater will be not be detained because the proposed redevelopment does not increase the peak flow out of the basin by more than 0.1 cfs. Water quality treatment will be provided by a StormFilter cartridge treatment manhole system, with ZPG media cartridges. Treated stormwater will be discharged to the public system at the corner of Tukwila Parkway and Andover Park West. The design has incorporated water quality BMP's, therefore, no significant adverse impacts to the stormwater management system on or off-site are expected as a result of the proposed development. See Figure 1 in Appendix A for the Technical Information Report Worksheet. PACLAND Project # 10018002 Page 1 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Site Location VICINITY MAP N.T.S. Location: SW Corner of Tukwila Parkway and Andover Park West, Tukwila, WA 98188 Section/Township/Range: Sec. 23, T.23N, R.4E of W.M. Parcel Number: 3597000257 Size: 2.99 acres City, County, State: City of Tukwila, King County, Washington State Governing Agency: City of Tukwila Design Criteria: 1998 King County Surface Water Design Manual PACLAND Project # 10018002 Page 2 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Drainage Basins, Subbasins, and Site Characteristics See TIR Section 4, Flow Control and Water Quality Facility Analysis and Design, and Appendix A for basin maps and characteristics. Soils Conditions Based on the Geotechnical Report prepared by Shannon & Wilson, Inc. dated September 25, 2005, the site is generally characterized by a surface fill layer of medium dense, sandy silt and silty sand, over areas of estuarine sediments, over alluvial sands and gravels. The surface fill layer is up to 20 feet thick and not systematically compacted to a specific density. This soil is defined by the Natural Resources Conservation Service as SCS Soil Hydrologic Group — D. Conditions and Requirements Summary The following performance standards set forth by the 1998 King County Surface Water Design Manual and the City of Tukwila will be met or exceeded by the proposed stormwater management system. Table 1 — Jurisdictional Requirements Flow Control: Match pre -developed 2 and 10 yr peak flows unless meeting flow control exemptions. Runoff Treatment: Basic Water Quality Treatment Conveyance Design: 25 -yr, 24-hour event Hydrological Design Method: Continuous Hydrologic Model in KCRTS Manning's Calculation for conveyance Offsite Analysis Downstream Analysis Stormwater from the project site enters the City of Tukwila storm drainage system via 12" pipe at the southwest corner of Tukwila Parkway and Andover Park West. The City of Tukwila system conveys stormwater north through the intersection of Tukwila Parkway PACLAND Project # 10018002 Page 3 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA and Andover Park West in a 60" storm pipe before entering a 108" culvert flowing east, which comprises a reach of Gilliam Creek. Gilliam Creek flows to the east along the south shoulder of 1-405 before draining into the Green River. The segment of Gilliam Creek between 1-5 and the Green River consists of alternating reaches of open channel and culvert segments. The Gilliam Creek Basin Stormwater Management Plan, by Herrera Environmental Consultants, dated May 21, 2001, describes a variety of flooding, erosion, water quality and fish habitat problems within the Southcenter Mall subbasin of Gilliam Creek. With the implementation of detention and water quality treatment on the proposed redevelopment project, no downstream impacts are expected. Flow Control and Water Quality Facility Analysis and Design Existing Site Hydrology Per the 1998 KC-SWDM, if a site has an approved drainage plan by the County since May 1979 for any land conversion activity which includes the addition of more than 5,000 square feet of new impervious surface, THEN the existing site conditions are those created by the improvements and drainage facilities constructed per the approved engineering plans. There is a complete set of building plans for the existing drive-through banking facility, approved by the City of Tukwila Public Works on Sept. 25, 1979. Because the plans were approved after May 1979, the site conditions indicated on the plans are to be used as existing basin conditions for the proposed redevelopment. The project site drains away from the existing bank building to the west and east into two basins. The existing site topography can be seen in Exhibit A (Figure 4) of Appendix A. The site and surrounding areas have grades of 4% or less. West Basin The West Basin comprises the western half of the existing bank building and related parking areas west of the building. The basin drains to catch basins in the parking area. According to the FloHawks Pluming & Septic video inspection of the onsite storm pipes, completed on 8/5/10, the storm system in the west basin infiltrates onsite through a system of baffles and perforated concrete pipes. The west basin does not connect to the City of Tukwila public storm system. PACLAND Project # 10018002 Page 4 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA The existing West Basin conditions are indicated in Table 2 below: Table 2 — Existing West Basin Conditions Area Condition Soil/Land Cover Type 0.83 AC Pavement/ Rooftop Impervious 0.16 AC Landscaping Till Grass Because this basin infiltrates, no runoff discharges from the project site and the runoff peaks can be assumed to be 0 cfs. East Basin The East Basin comprises the eastern half of the existing banking building, parking to the east of the structure, and the drive -though banking facility on the east portion of the site. The basin drains to catch basins and storm pipes which convey stormwater to the City of Tukwila public storm system located within Andover Park West. Per the September 1979 plans, there is an existing flow control structure in the northeast quadrant of the project site. The structure has one 1.24" orifice and a 12" overflow pipe. The plan describes 162 linear feet of 24" drain pipe which was designed to provide detention. Using KCRTS to analyze the existing system, the system does not provide adequate flow control in accordance with the current King County requirements for Level One flow control. The existing East Basin conditions are indicated in Table 4 below: Table 4 — Existing East Basin Conditions Area Condition Soil/Land Cover Type 0.93 AC Pavement/ Rooftop Impervious 1.07 AC Landscaping Till Grass These parameters were entered into the King County Runoff Time Series (KC -RTS) program using a reduced 1 -hour duration in the Sea -Tac rainfall region (location scale factor ST -1.0). The expected runoff quantities were then calculated as shown in Table 5; detailed KCRTS outputs have been included in the appendix. Table 5 — Existing East Basin Runoff Return Period Runoff Quantities (cfs) 2 -yr 0.3 10 -yr 0.5 100 -yr 0.7 PACLAND Project # 10018002 Page 5 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Threshold Discharge Areas The project site is composed of two threshold drainage areas. The East Basin discharges directly to the City of Tukwila public storm system which flows into a culvert section of Gilliam Creek north of the intersection of Tukwila Parkway and Andover Park West and then flows east towards the Green River. Because the West Basin of the project site infiltrates, the runoff will slowly migrate east towards the Green River, following the topography of the area. The East Basin and Gilliam Creek are piped for approximately 1/a mile east of the project site before continuing in an open channel to the outfall at the Green River. The infiltrated runoff from the East Basin does not combine with the tight - lined runoff from the West Basin until reaching the Green River, approximately 0.28 miles from the edge of the project site. Therefore, the project site contains two threshold discharge areas. Developed Site Hydrology The proposed redevelopment consists of site grading and paving for 239 parking stalls, which will have 2.43 acres of impervious surfaces. West Basin Under the proposed condition for the West Basin, stormwater runoff from the parking lot will sheet flow to existing catch basins, which are to be adjusted to proposed grades. After interception by these catch basins, the runoff will continue to be infiltrated onsite through the existing system, as described above in the existing condition. Table 6 describes the proposed conditions for the West Basin: Table 6 — Proposed West Basin Conditions Area Condition Soil/Land Cover Type 0.86 AC Pavement Impervious 0.11 AC Landscaping Till Grass Because this basin infiltrates, no runoff discharges from the project site and the peaks can be assumed as 0 cfs. Following the exceptions listed in the King County Surface Water Design Manual, section 1.2.3.1.A, because the proposed basin conditions will not increase the peak 100 -year flow rate by more than 0.1 cfs, flow control is not required for the basin. East Basin Under the proposed condition for the East Basin, the stormwater runoff from the parking lot will sheet flow to existing catch basins. After interception by these catch basins, the runoff will be conveyed through existing underground storm pipes and through the existing detention and flow control structure. Additional detention and flow control is not proposed, following exception #4 for urban redevelopment projects in Basic Flow Control Areas (section 1.2.3). The following are the criteria for the detention exception: PACLAND Project # 10018002 Page 6 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA a) The target surfaces subject to the Basic Flow Control Areas facility requirement will generate no more than 0.4-cfs increase in the existing site conditions 100 - year peak flow for the threshold discharge area; As summarized below in Table 9, the proposed improvements to the threshold discharge area increase the 100 -year peak flow by 0.1 cfs; less than 0.4 cfs as required. Additionally, the project site is composed of two threshold discharge areas, which do not combine within '/a mile of the project site. b) The target surfaces subject to the Basic Flow Control Areas facility requirement will generate no more than a 0.1-cfs increase in the existing site conditions 100 - year peak flow at any natural discharge location from the project site; The proposed improvements increase the 100 -year peak flow in the east basin by 0.1 cfs, which is acceptable under this exemption. c) The increased runoff from target surfaces will not significantly impact a critical area, severe flooding problem, or severe erosion problem; It is not anticipated that runoff from the project site will impact critical areas or severe flooding or erosion problems within the Gilliam Creek Basin. d) The manner in which runoff is discharged from the project site does not create a significant adverse impact per Core Requirement #1. The proposed drainage system utilitizes all of the existing storm drainage system onsite. Therefore, following Core Requirement #1, stormwater will be discharged from the project site in the same location as the existing condition. In the proposed condition, the basin will consist of the following: Table 7 — Proposed East Basin Conditions Area Condition Soil/Land Cover Type 1.57 AC Pavement Impervious 0.44 AC Landscaping Till Grass These parameters were entered into the KC -RTS program using a reduced 1 -hour duration in the Sea -Tac rainfall region (location scale factor ST -1.0). As shown in Table 8, the following expected runoff quantities were calculated; detailed outputs have been included in the appendix. Table 8 — Proposed East Basin Runoff Quantities Return Period Runoff Quantities (cfs) 2 -yr 0.4 10 -yr 0.5 100 -yr 0.8 PACLAND Project # 10018002 Page 7 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA The existing and proposed peak runoff quantities for the West and East Basins are summarized in Table: Table 9 — Summarized Site Runoff V Water Quality System Basic Water Quality Treatment will be provided in the East Basin by a StormFilter manhole treatment system by Contech Stormwater Solutions. This system uses media filtration with a ZPG cartridge to achieve the Basic Water Quality treatment goal of 80% removal of total suspended solids. Following the requirements of the 1998 KC-SWDM, the design flow for water quality facilities is 60% of the developed 2 -year peak flow rate from the basin. The design flow the proposed system is shown in Table 12: Table 12 — East Basin Water Quality Design Flow Return Period Storm Event Runoff (cfs) West Basin 2 Year 10 Year 100 Year Existing 0 0 0 Proposed 0 0 0 East Basin Existing 0.3 0.4 0.7 Proposed 0.4 0.5 0.8 Total Site Existing 0.3 0.4 0.7 Proposed 0.4 0.5 0.8 Difference +0.1 +0.1 +0.1 Water Quality System Basic Water Quality Treatment will be provided in the East Basin by a StormFilter manhole treatment system by Contech Stormwater Solutions. This system uses media filtration with a ZPG cartridge to achieve the Basic Water Quality treatment goal of 80% removal of total suspended solids. Following the requirements of the 1998 KC-SWDM, the design flow for water quality facilities is 60% of the developed 2 -year peak flow rate from the basin. The design flow the proposed system is shown in Table 12: Table 12 — East Basin Water Quality Design Flow Return Period WQ Design Flow (cfs) 60% of developed 2 -yr peak flow rate 0.25 The StormFilter system has a treatment capacity of 1.8 cfs. This system will provide treatment up through the 100 -year peak release rate for the proposed basin, 0.8 cfs. Details and specifications for the StormFilter system are provided in Appendix C. PACLAND Project # 10018002 Page 8 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Conveyance System Analysis and Design On-site stormwater conveyance has been calculated through gravity flow analysis of the existing piping network. Based on a 25 -year storm event, peak runoff was routed through the existing system and determined to be adequate. Uniform Flow Analysis utilizing Manning's equation was employed with a Manning's "n" value of 0.012. 1.49 / v,, Q = xAxR xS' Manning's Equation: With: Q = Flow (cfs) n = Manning's Roughness Coefficient (0.012) A = Flow Area (sf) R = Hydraulic Radius = Area/Wetted Perimeter (If) S = Slope of the pipe (ft/ft) Conveyance calculations can be found in Appendix B. Special Reports and Studies Supplemental Reports will be submitted upon request. A video inspection of the existing onsite storm system was performed by FloHawks Plumbing and Septic on 8/5/10. A copy of the field notes are included in Appendix F. Other Permits Project will seek coverage under the NPDES Permit program from the Washington State Department of Ecology before construction activities begin. ESC Analysis and Design All erosion and sediment control measures shall be governed by the requirements defined and listed in the King County Surface Water Design Manual, Appendix D. A temporary erosion and sedimentation control plan has been prepared to assist the contractor in complying with these requirements. Please see the Erosion Control Plan. PACLAND Project # 10018002 Page 9 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Construction Sequence and Procedure The proposed development includes an erosion/sedimentation control plan designed to prevent sediment -laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized constriction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre -construction meeting with City of Tukwila. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag and stake clearing limits. 4. Install catch basin protection. 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Clear and grub site. 7. Field locate all utilities. 8. Grade the site. 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Install permanent stormwater system to be brought "on-line" upon completion of construction and approved by the governing jurisdiction engineer. 11.Thoroughly clean new storm system upon completion of paving to prevent disruption to permanent stormwater detention facility. 12. Remove temporary erosion control facility upon stabilization of entire project site, as approved by governing jurisdiction and project engineer. Bond Quantities, Facility Summaries, and Declaration of Covenant This information shall be provided prior to construction as coordinated with the City of Tukwila. PACLAND Project # 10018002 Page 10 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Operations and Maintenance Manual The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with local requirements. Proper maintenance is important for adequate functioning of the stormwater facilities. The maintenance program can be found in Appendix E of this report. PACLAND Project # 10018002 Page 11 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Appendix A Appendices Figures Figure 1 — TIR Worksheet Figure 2 — Site Plan Figure 3 — Grading and Drainage Plan Figure 4 — Existing Basin Map Figure 5 — Proposed Basin Map Appendix B KCRTS Runoff Calculations Appendix C Water Quality Calculations & Specifications Appendix D Conveyance Calculations Appendix E Maintenance Checklist Appendix F FloHawks Storm Pipe Inspection Report PACLAND Project # 10018002 Page 12 Appendix A Figures King County Department of Development and.Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECTENGINEER Project Owner Westfield Corporation Address 11601 Wilshire Blvd, 12th Floor Los Angeles, CA 90025 Phone (310) 445-6857 Project Engineer Bill Fortunato, P.E. Company PACLAND Address/Phone 1505 Westlake Ave. N, Suite 305, Seattle, WA 98109 (206) 522-9510 Part 3 TYPE OF PERMIT APPLICATION Subdivison Short Subdivision Grading Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name North Bank of America Redevelopment Location Township 23N Range 4E Section 23 Part 4 OTHER REVIEWS AND PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain: COE Wetlands Shoreline Management Rockery Structural. Vaults Other Pait.5 SITE COMMUNITY AND. DRAINAGE:BASIN community Drainage•Basin Gilliam Creek Basin Part 6 ''SITE CHARACTERISTICS Rive( Stream Critical Stream Reach Depressions/Swales Lake Steep Slopes Floodplain Wetlands Seeps/Springs High Groundwater Table Groundwater Recharge Other Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velcoties Sandy silt and silty sand 0 - 4% Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE bh: 4 — Downstream Analysis Additional Sheets Attached LIMITATION/SITE CONSTRAINT Part 9 ESC. REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance erimeter Runoff Control: Clearing and Graing Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS. AFTER CONSTRUCTION Stabilize Exposed. Surface emove and: Restore Temporary ESC Facilities Clean and Remove Ali Slit and Debris Ensure Operation of Permanent Facilities Flag .Limits :of SAO and open space preservation areas Other Part 10 SURFACE WATER. SYSTEM Grass Lined Channel Pipe System] Open Channel Dry Pond Wet Pond Tank Vault Energy Dissapator Wetland Stream Depression Flow Dispersal Waiver Regional Detention Method of Analysis KCRTS Compensation/Mitigati on of Eliminated Site Storage Brief Description of System OperationWest basin infiltrates onsite per existing condition; East basin existing catch basins connect to WQ treatment system (Contech StormFilter) and discharges to City of Tukwila system. Facility Related Site Limitations Reference Facility Limitation. Part 11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope: Other Part 12 EASEMENTS/TRACTS Drainage Easement Access Easement Native Growth. Protection Easement Tract Other Part 13. SIGNATURE OF..PROFESSIONAL :ENGINEER I or a civil engineer under mysupervision my supervision have:visited the site. Actual site conditions as observed were incorporated into -this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed/Date SITE KEY LC' (M APPARATUS ACCESS ROADS SHALL BE e001TED 8Y 12' MOE YELLOW ACO59BU WARNING 510115 ALCM CURB AND BY (1C POSTING O 90*5 S1A1N0 'FRE LANE 90 MOM'. 90N5 SHALL BE POSTED ON 1R NMEDAIELY 6(11 10 THE 0118 LIE (R ON THE MONO. 9015 SHALL BE 12 NINES BY 18 INCHES AND MALL HAVE LETTERS Ale BA0(I•ROND Cr CONTRASTING COM. READILY READABLE FRO/ AT 1E051 A 50-F001 DISTANCE. 9045 9184 BE SPACED N01 FURTHER IRAN 50 FEET APART NON SHALL THEY BE MORE MAN FOUR FEET FROM THE 02040.' OB PEDESTRIAN CROSSWALK O CONCRETE 1RANY0MER / UTILITY PAO. CONTRACTOR TO COQOINUIE MTH LOCAL P01ER COMPANY FOR DETAILS. NOTES • CONCRETE 0189 el CURB RAMP OEIAI CONCRETE SIDEWALK(A-fA O G II' CONCRETE CUR9 AND OUTER. (11P) • LANDSCAPE ISLAND. (TIP) PANTED 0RECOONAL ARROW, MEAL V NEW UGNI PO[ BASE (1111. REFER i0 4R UONONG RAN. PAINED' 519'•.'51CP' SIO! 1T STOP BAR (1W)C9 SINOC MITE SOLID UNE i PANTED SIRENS SAWN1, MATCH ANO JOIN (MOND PAHMENI DETECT al WARNING CURB SCUPPER ED 13I00ER DESIGNED BLOC8 WALL MN CAP UNIt5. KEYSTONE COMPACT 51081011 FACE 1100( COON 1A11; OR CornaSlme (-ICO BL000 COLOR AHATO I. ALL RON ANO MATERIALS 91AL1 COMPLY MM ALL 0TY/C01NTY 1. BEOAADONS AND CODES AND 0514.A. STANDARDS 2. ME 0(901 920NN 5 BASED WON 114E ENOf TRY UNDERSTANDING Of THE EASING CONDBONS 1M5 RM DOES N0) REPRESENT A DETAILED FIELD 9RHY. THE EX5946 COMIT N5 9(014 ON 1)05 RM SHEET ARE 8000 UPON 8IRHY PREPARED BY PAO. RECEIVED 6-30-2008. fHE CONTRACION 5 RESPONDER( FOR ((RIFYNC DEED CONORONS PRIOR TO 810 86 TIE PROPOSED 97(8009 MROHMENTS CONFLICTS ARE 01500YERE0. EHE CONTRACTOR MALL NOTIFY THE OMYER PRIOR TO INSTALLATION O ANY PORTON O THE 91(8000 RICH RCM BE (2R01E0. P CONTRACTOR DOES NOT ACCEPT EXISTING SURREY, INCLUDING TOPOGRAPHY AS SHORN ON THE PLANS WHOP 08011101. HE SHALL HARE MAO, AI HAS 0M E,PEN0. A TOPOGRAPHIC SLIMY 8Y A REOSTEREO LAND 5UNL(TOR AND 509(01 IT TO TM OWNER FOR REBER. 3 CAU1ON - NOTO TO CONTRACTOR THE CONTRACTOR 15 (PFOFICALLY CAU10NE0 NAI THE LOCATION AND/OR ELEVATION O EDS0N6 UTILITIES AS SHORN ON THESE PLANS (5 BASED ON RECORDS O DE 1AR10(5 URNTES Ale NET( P05981E. MEAAIIEMENIS TAKEN N THE EE1O 1141 NFORMATEN 5 NOT TO BE RELIED ON A5 BENG (X801 0R COMPLETE. THE CONTRACTOR RUST CAU THE APPROPRIATE 111(111 Comm,. AT LEAST 48 401115 BEFORE ANY (1CAM00N TO RE02(51 EXACT HERO LOCATION O UTANKS. 11 SHALL BE ME RESPONSBg11Y OF INE CONTRACTOR TO RELOCATE All (105026 U1U1E5 AND EDSIND IMPROREMEMIS 0101 CONFLICT MIM TN( PROPOSED 8PROHMENIS ON THE PLANS 00N1RA01OL SHALL REFER TO ARCHITECTURAL PLAITS EOL EXACT LOCATION AND OMEN9ON5 O TE50BULE. SEED PANIC. EMI P0ROE5 9RNALNS 8005 k 1RIp( DOOM PRECISE BUILDING OMEN90M5 µe EXACT B1LDA% UTILITY ENTRANCE LOCATIONS OIMCN40N5 9101.1 REFER TO FACE O CURB. FACE Cr 8UEDN6 0R TO THE CENTERLINE C PAHMENT SMIRK UNLESS 01NERM5E NOTE0. 6 ALL PAYED PARDNC 101 MEAS WHIN TIL LINTS OF 12P5ONEMENT5 91AEL 841 STANDARD 0011 PAHMENI UNLESS 01NERMSE NOTED. CONTRACTOR MALL MONDE A MARMARA Marc CORRO RM EOR THE 017 ENGMER 5 APPROVAL PRIOR TO ANY NOW VENN THE CITY18041-O-WAY. FRE LANE STRIPING /ROAD BULION6 PERKIER BN0 ALONG FIRE TWO( ACCESS WAY5 MALL BE N51ALLE0 A5 PMI O 1(45 CONTRACT. N ACCOROMLE NTH THE LOCAL 000E AND TIE MARSHALL 8COMEMENTS 9 REFER TO BOUNDARY 9R1EY (ON LEGAL OES019110R OMEN9ON5 D< PRCPERIY LINES. 8095 O REARMS k 195080 RK REGMAIION. (SEE 9412 415-)) ALL ON -911 PANTED STRIPING MALL BE DOME COATED. SEPARATE COATS 91µE BE APPIED NO SOONER THAN 1 HOURS MART, (CONTRACTOR (0 REFER TO PROJECT SPECIFICAI0N5 FOR ADOOONAL PAHNC MANNING REOUNEYENIS) (2. PARIONC LOT STRIPING SHALL BE METE. /' ROTH. k DOUBLE COATED, UNLESS 011ERMY NOTED 11010 POE BASES TO IE PANTED PER 0(9(05 IXRECTION. 10. ALL DISTURBED MEAS ARE TO RECEDE FON INCHES O TOPSOL. SEED MULCH AMO RATER 011E A HEALTHY STAND O GRASS (5 ESTABLISHED. 14. ALL ISLANDS MM CURB ANO CUTTER SHALL BE LANDSCAPED. 11105 ISLANDS ME TO HALE 18' CURB AND GUTTER All REMAKING ISLANDS ME TO BE STRIPED A5 91004. 15. EXISTING STRUCTURES INNNN [ON510500ON LM115 ARE TO BE MANOONED REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE 401(10(0 N BASE B0. 16. CONTRACTOR SHALL 8E RE5PON9BLE FOR ALL RELOCATIONS. NCLUCMC BUT NOT LI11E0 TO All 005I11CS, STORM DRAINAGE. 9(M, TRAFFIC 904AL5 k POLES, VC. AS RE0URE0 All ROM 9411 BE N ACCOROANLE MTN WARNING AUTHO01(5 9PEC6KAIONS AND MALL BE APPROHO BY SRH. AU C05T SNAIL BE INCLUDED N BASE B0. 17. PYLON SONS SHALL BE CONSTRUCTED BY OTHERS. ALL 9TE 90480E MALI BE UNDER A SEPARATE PERM,. KEY MAP LEGEND STANDARD DUTY PAx9EN1 CONCRETE SUMO( 6) CONCRETE CURD 6) CON0101E CURB AND 0111ER 548051 c COMPACT STALL NUMBER O PARNNG STALLS PER ROB 1}-0 HEW LIGHT P011 ANG FIXTURE FIRE LANE STRAND NTH 5045 (1850N6 U0111 TO HAH BEEN DEMOLISHED CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE Weffif Southcenter .M� NE5TFIELD DESIGN & CONSTRUCTION 11601 29ic 8(02.5 4. 1t Flop LW Mee..Cailanen 60025-1115 TeleOnone 110 418 4456 Focebn0e 310 116 4468 SM Re.. Me. N. Slete 00 s.mt, w. MtN 1 (000)0074510 F (106) 511441 APP1ovels/Peose: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' Key Pon: !ln+lE1IIIIO"P 4-21c N11111;114 110 Sheet ThIe SITE PLAN •816 N. Dols Sc**. Sheet Title C-11.1 D09-237 REV 2 • •• 19398111 1060' SIDEENED 1-02' • 1401,10 PV( SD Ex Q. SW NEW 02- 6044 12. 1019,I r -** - i 4%:.,,`„c• , 'I.,: •:.,* RETAIMING RAIL 8 71) • ,4a491 0 0.381 ••• •MAX HEErtil.. 2.09' 0/ - ;11,.) . 1,7, :. 3 I •', .. ..„, ....,, ,2(*(91) )4'11E98 1 1,1 I2* 2 (NE) . 16 )6 . : CC io u ir o . vc , < ...,, 1 , . so 0 a390 ..' • • la_ •,•1 ., Exl511140 SDAH E 0() - 18.0 . 1.1- . ' * ' • 0 ' NI 0 12' IF (NE) • leo', 1 • -..' 26 3 -1 ADJUST Rim 20 06830 251 ADAM Rai! 1 TO GRADE 25 4- . • IMP .111_UEffr- 19 . '1 . .2_7 .•....1,A,::. 073 00 •, '1.,-7r;"7'-,-7, ' ,,dRAP141C SCALE . - ; I ' ' 1 ADJJST PM 10 GRADE 75 2 ADMS, 11114 70 24.3 29 84 74 TO 74, i 2, w°1410j7/.36/ rs4x12R49fa, TO ' 1 : :. n 151 - .....2•TP , =V--? .3,2 2s1 _ 3, 295 ( s • -\ '''1*.*:: . 3'.;-' *•,..7-7 '• - HATCHF41,41ft- - I. n a' --..,.•wArm.32..1.-4-.....7,-;,..,724-zgo-k.., if,...ipir - •••••••,- - * : GRADING NOTES IN'reer ) * • ,.l • 2.0 - - - - , • . • , r•V .18 :4:4 1. THE 0E904 91066 5 BASED URN THE VICKERS UNDERSTANDING OF THE EX151940 COCITIONS. DE PLAN DOES NOT REPRESENT 4 19180410 FELD RIMY. THE EXISTING CONDITIONS SHOWN O. 0105 PLAN SHEET ARE BASED 3001 41)60 SURNEY PREPARED BY PACE. RECE140D 6-30-2008, 112 CCNTRACTCR 6 RESPCIISBLE FOR WRITING FIEID CONDITIONS PRIOR TO BITORIG THE PROP0940 91043411 NPROVEliENTS. F [INFLICTS ARE EASCOWREO. THE CCNTRACTOR SHALL NOTIFY THE OMER PRICR TO NSTALLATION OF ANT PORTION Cr DIE SITENORK ANKH BOLD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTNG SLANE'', 1110.UDIN0 TOPOGRAPHY AS 410304 4441712 PLANS WITHOUT EXCEPTION, HE SHALL HALE MATE AT HrS Owl EXPENSE, A TOPOGRAPHIC SURNIT BY A REGISTERED LAND WRIETCR AND SUBMIT IT TO THE 011WR FCR RENEW 2. CAU17210110E10 C04I041106 THE CONTRACTOR IS SPEOFICALLy CAUTIONED Al DE LOCATOR MED/OR ELENATION OF DOSING UTIUTIES AS SHOWN ON THE% P1040 60 FLAX() ON RECCRDS Cr THE \MOUS UTILITY CCMPANES AND. MERE POSSBLE. MEASUREMENTS TAKEN 66 81460 FELD. THE iliCRIIATION IS NOT RE RELIED Or AS BEING EXACT CR COMPLETE. DE CONTRACTCR 18.101 CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOPS BEFORE 4611 (02808706 TO RECAEST ExACT FEU) LOCATION CF uTLITIES. IT 914). BE THE RESPOISIBIUTY 92 DE CONTRACTOR TO RELOCATE All E05060 LITOTES WHEN CONFLICT WTH THE PROPOSED IMPRONEMENTS SHOWN ON THESE KARI 3 Off SPOT (1(48106110 66406181(0 (14 31)0 PLAN REPRESENT THE 199GN TCP Cr PANEvENT. MESS ODEERNSE NOTED. 4. CONTRACTOR 6 6(52ON99.0 FCR °EMMA 02 E0511140 STRUCTURES INCLUCING REMOVAL OF ANY [MONO UTILITIES SER641G RA STRUCTURE MITES ARE TO BE REMOVED TO TILE 80640-19-66411 5. ALL UNSURFACED AREAS DISTURBED BY GRACING OPERATION SHALL RECEIW 4 RICHER OF TOPSOIL, CONTRACTOR SHALL APPLY STABLIZATION FABRIC 10 ALL SLOPES 31, IV CR STEEPER, CONTRACTOR 91ALL S1ABE121 DISTURBED AREAS NTH GRASS IN ACCORDANCE NTH LOCAL SPEOBCATION LINEA 8 HEMTHY STAND OF GRASS IS OBTAINED. 6, ALL CUT AND FEL SLOPES SHALL BE CONSTRUCTED PER THE UGC CCOE AND APPUCABLE 10(41 8(1728506. ALL CUT AND nu acas SHALL BE 11 OR FLATTER UNLESS OTHERWISE NOTED, 7. CONTRACTOR SHALL ASSURE P097VE DRAINAGE AWAY FRON BIADINGS FOR ALL NATURAL AND PANED AREAS AND 91811 ma ALL AREAS TO PRECILIOE P344D1NG OF RATER. 13 ALL POILITANTS OTHER THAN SEDLENT 01-412 DINING CONSTRUCTION SHALL BE HANDLED AND OISP0940 OF IN A MANNER 11181 WES 1E01 CAUSE C.CNTAMMADON 92 STORIIWATER, TIE CONTRACTOR SHALL ADHERE TO All TERMS MO ONDITIONS AS 921166(0 39 THE GENERAL N.P.O.E.S. PERMIT FCR STORIANATER DISOIARGE ASSCOATED NTH CONSTRUCTER ACTPARES. 9, PROPERTIES AND WATERWAYS DOWNSTREAM Cf DE 411 SHALL DE PROTECTED ERIN EROSION WE TO INCREASES IN THE ‘CLUME. 9010601 ARO PEAK FLOW RATE a STORMWATIR RUNOFF FROM PROJECT 91E. 10. 230511118CTIO4 94A1L COOLY NMI ALL APPLICABLE CONT811/40 COTES AND BE CONSTRUCTED 10 571440, 9) OCNTRACTCR TO REI/Ork 130814811 SCES LOCATED Nilo/ THE EXPLCINGS SPLAY UNE Cf THE FOOINCS. + 2. FCR DOLROART AND TOPOGRAPHIC 66IF309ATI2661 REFER TO PROICT WRAY. 13. STCRIANATER CM/Orr YAWS AL RELINE A %PIRATE BUILDING PERIAT AND STRUCTLRAL RENEE GEORCHNICAL INFORMATION WEL ALSO BE REWIRED. STORM DRAINAGE NOTES 1 ALL PISMO DRAINAGE STRUCTUFES 10 BE INSPECTED AND REPAREO AS NEEDED. AND ALL EXISTNG PIPES AND STRUCTURES SHORN 44 41)845 PLAN TO BE CLEANED OUT TO KNOW All SET AND mem. 2, F ANY E051NC STRUCTURES 00 73066854 ARE DAMAGED DURING CONSTRUCTION 11 SHALL BE THE 1041RACTO6 RESPCNSIBLITY TO REPAIR AND/CR REPLACE THE 209040 STRLICTURE AS NECESSARY 10 RERAN IT 10 EXISTING CONOTENS OR GETTER I STCRLI MANAGE PPE 111111 LESS THAN 1-0. OMR SHAM. BE CLASS W RENFCRCED CONCRETE PIPE. OR APPRO900 E0114/ TO SU51A664 0-20 LOALAND • All ONSITE STORM DRARIAGE PPE SHALL BE 940001 WALLED INTERIOR MAJEIFACTUREES WRFICATICN Cf 668141413405 ROUGHNESS (0400100 N.0.012 OR LESS. 5 PRECAST STRUCTURES 4811 BE USED AT CO/TRACTORS WDON. 6 ALL C8001 BASINS MO AREA DFIANS PRE 10 BE 9TUA120 980 11)181 THE OUTSIDE EDGE OF GRATE FRAVE 15 81 002 OF ORB OR FLOKNE Cr GUTTER (INH(RE APPIECABEE). 7 CATCH BASIN PEET pRoTEcnoN / 680006 2031992 TO BE USED FOR AUL IEW UNITS. 8 ALL STORM PPE ENTERING STRUCTLRES 91A11 BE GROUTED TO AMP( COINECTICH Al STRUCTLRE 15 101/1111011. 9 ALL STORM SERER MAMICALS 84 PAWD AREAS 9144.1. BE 11U91 NTH PAWIENT. 8140 91411 KANE TRAFTX BEARING RING 00 WEBS. MAINOLES IN UNPAVED AREAS WU. BE 6' MOW FINISH GRADE, LOS VAAL BE LABELED *SIM SERER'. 10. ALL STORM STRUCTURES SHALL HAW A 140004 UNF391 PONED 14CR1AR 6644080 19444 WERT IN TO INvERT MEI uNLESS CIDERNSE SHORN IN DE CATCH BASIN DETAIL CO4194C0OR SHALL CONNECT ROCf ORAN LEADERS TO PROPOSED STORY DRAINS AS EARTHWORK OUANTMES LEGEND KEY MAP EXISTING UTILITY TO HAVE BEEN ODIOUSHED Ex CONTOUR PROPOSED CCNTOuR SPOT OBLATION 26.4 WATER OUALITY TREAD/ENT WANGLE • 1ekf Sou th cen t er WESTFIELD DESIGN de CONSTRUCTION 11601 0,1)0,46 80u1 evor 0, 1112 Flop, Los Angeles, CoilTornlo 90025-17.8 Telephone 310 .18 .456 Focsitniie 310 .78 4 468 '.774,5,74,2FEFFZELIT,E47.1;11;:iii TIESE WATIPTIES FOR GOVERN. PURPOSES ONLY. DOES NOT ACCOUNT FOR OWREXCAVATICN DUE 00 1639)0490 SCES OR PRANG SECTIONS Oa 759 CY FILL 1120 CY /11, 361 CY DU) CITY OF TUKWILA STANDARD NOTES STORM DRAINAGE NOILS ALL vETHCOS AND MATERIALS SHALL vEET 011 OF TUKYILA DE541.31ENT GUEELINES AND DESIGN AND CON51RUC1471 STANDARDS. AND ThE CURRENT WIG COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERINSl APFROWD. 2. mARx ALL STORM DRAIN NUTS 11114 'DUMP NO NAMAND EITHER '06435 10 STREAMS% -BRANS TO IIERAAOS% OR 'TRANS TO CR44P404A0IR1. AS APPUCABLE. 1 08090W1' MARTS 91411 BE a 94111101141 124)051 70 PRONIX A MURMUR 11 SLOPE FROM 142 (040 OF TIE 3990881 10 THE 400104 19 122 44104, SHOVE CULVERTS SHALT HAVE BEWLED END SECTIONS THAT MATCH THE 902 SICK. wos weal. Ave. N. SLOIe 325 Se•Ofe. WA ARM 1 7306)121.9510 f 1106) 51,8344 NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 NOT FOR CONSTRUCTION' Key Flo, s num. Nvii; 91111 • 'IQ Wilt /111:46,11T.1 1441 Sheet Yitle GRADING AND DRAINAGE PLAN Job No. Date Scala Sheet Title C-12.1 D09-237 REV 2 WEST BASIN • INFILTRATES ▪ :ON SITE z (75 -TULWILA PARKWAY EXISTING FLOW CONTROL STRUCTURE.•_- TR-STffdG=-..�..,, sm- DISCHARGE FROM EAST BASIN—.� 0 LEGEND EXISTING FLOW LONGEST FLOW PATH DRAINAGE BASIN — PROPERTY LINE — WEST BASIN: 0.99 AC EAST BASIN: 2.00 AC (/). - TOTAL PROPERTY: 2.99 AC 0 • 0 0 1505 Westlake Ave. N Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM NORTHEAST PARKING SOUTHCENTER MALL EXPANSION EXISTING BASIN EXHIBIT SCALE: 1' = 100' 8-11-2010 EXHIBIT A 09 WEST BASIN INFILTRATES ON SITE .: .. -moi'.-. .-�„_�-- 1..✓ :.. -.�. .. EXISTING AND PROPOSED TUKWIL•A PARKWAY I ISCHARCE — FROM EAST BASIN--\ LEGEND PROPOSED FLOW LONGEST FLOW PATH DRAINAGE BASIN - PROPERTY LINE - PROPOSED WEST BASIN: 0.99 AC PROPOSED EAST BASIN: 2.00 AC w TOTAL PROPERTY: 2.99 AC III 0 Q W 0 Z ---...0.--'-_ --- • • -..q� i £ iii i 1 N 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 Www.PAcUxo.ca+ NORTHEAST PARKING SOUTHCENTER MALL EXPANSION PROPOSED BASIN EXHIBIT SCALE: 1' = 100' 8-11-2010 EXHIBIT B Appendix B KCRTS Runoff Calculations 1 EAST BASIN PRE -DEVELOPED 100 -YR PEAK DISCHARGE 14' Help 1 Files - KCRTS Time Series File:wfban_prel.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.342 6 0.271 8 0.414 2 0.284 7 0.344 5 0.363 4 0.412 3 0.702 1 Computed Peaks Flow Frequency Analysis 2/09/01 1/05/02 2/27/03 8/26/04 10/28/04 1/18/06 10/26/06 1/09/08 2:00 16:00 7:00 2:00 16:00 16:00 0:00 6:00 ---Flow Frequency Analysis - Peaks - - Rank Return Prob (CFS) Period 0.702 1 100.00 0.414 2 25.00 0.412 3 10.00 0.363 4 5.00 0.344 5 3.00 0.342 6 2.00 0.284 7 1.30 0.271 8 1.10 0.606 50.00 Time Series File:wfban_pre2.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.216 6 2/09/01 2:00 0.185 8 1/05/02 16:00 0.260 3 12/08/02 18:00 0.210 7 8/26/04 2:00 0.250 4 10/28/04 16:00 0.230 5 1/18/06 16:00 0.305 2 10/26/06 0:00 0.426 1 1/09/08 6:00 omputed Peaks Flow Frequency Analysis Flow Frequency Analysis - - Peaks - - Rank Return (CFS) Period 0.426 1 100.00 0.305 2 25.00 0.260 3 10.00 0.250 4 5.00 0.230 5 3.00 0.216 6 2.00 0.210 7 1.30 0.185 8 1.10 0.386 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 47-;' Help / Files - KCRTS riff Flow Frequency Analysis Time Series File:wfban_dev_west.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.219 0.188 0.264 0.216 0.258 0.233 0.315 0.429 6 2/09/01 2:00 8 1/05/02 16:00 3 12/08/02 18:00 7 8/26/04 2:00 4 10/28/04 16:00 5 1/18/06 16:00 2 10/26/06 0:00 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.429 1 100.00 0.990 0.315 2 25.00 0.960 0.264 3 10.00 0.900 0.258 4 5.00 0.800 0.233 5 3.00 0.667 0.219 6 2.00 0.500 0.216 7 1.30 0.231 0.188 8 1.10 0.091 0.391 50.00 0.980 Time Series File:wfban_dev_east.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.420 6 2/09/01 2:00 0.355 8 1/05/02 16:00 0.502 3 12/08/02 18:00 0.399 7 8/26/04 2:00 0.477 4 10/28/04 16:00 0.447 5 1/18/06 16:00 0.581 2 10/26/06 0:00 0.835 1 1/09/08 6:00 Computed Peaks i ll, thi Flow Frequency Analysis - - Peaks - - Rank Return (CFS) 0.835 0.581 0.502 0.477 0.447 0.420 0.399 0.355 0.751 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 v' EAST BASIN DEVELOPED 100 -YR PEAK DISCHARGE Appendix C Water Quality Calculations & Specifications 4;4 -Help / Files - KCRTS Flow Frequency Analysis Time Series File:wfban_dev_west.tsf Project,Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.219 6 0.188 8 0.264 3 0.216 7 0.258 4 0.233 5 0.315 0.429 2/09/01 2:00 1/05/02 16:00 12/08/02 18:00 8/26/04 2:00 10/28/04 16:00 1/18/06 16:00 2 10/26/06 0:00 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) 0.429 0.315 0.264 0.258 0.233 0.219 0.216 0.188 0.391 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 Time Series File:wfban_dev_east.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.420 6 2/09/01 2:00 0.355 8 1/05/02 16:00 0.502 3 12/08/02 18:00 0.399 7 8/26/04 2:00 0.477 4 10/28/04 16:00 0.447 5 1/18/06 16:00 0.581 2 10/26/06 0:00 0.835 1 1/09/08 6:00 Computed Peaks WQ DESIGN FLOW = 60% OF 2 -YR DEVELOPED PEAK RATE = 0.25 CFS Flow Frequency Analysis - - Peaks - - Rank Return (CFS) 0.835 0.581 0.502 0.477 0.447 0.420 0.399 0.355 0.751 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 w,l%1111111161Ewu° CONSTRUCTION PRODUCTS INC. Size and Cost Estimate Prepared by Kathryn Thomason on August 11, 2010 Bank of America Southcenter North — Stormwater Treatment System Tukwila, WA Information provided: • Total contributing area = 2.01 acres • Impervious area = 1.57 acres • Water quality flow, Qwq = 0.252 cfs • Peak hydraulic flow rate, Qpeak = 0.84 cfs • Presiding agency = City of Tukwila, WA Assumptions: • Media = ZPG cartridges • Cartridge Height = 12" • Cartridge flow rate = 10 gpm • Drop required from inlet to outlet = 1.8' minimum Size and cost estimates: The StormFilter is a flow -based system, and is therefore sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated by the consulting engineer using KCRTS and was provided to CONTECH Construction Products Inc. for the purposes of developing this estimate. The StormFilter for this site was sized based on a water quality flow rate of 0.252 cfs. To accommodate this flow rate, CONTECH Construction Products Inc. recommends using a 96" Manhole StormFilter with 12 cartridges (see attached detail). The estimated cost of this system is $32,000, complete and delivered to the job site. This estimate assumes that the system is 8 feet deep. The final system cost will depend on the actual depth of the units and whether extras are specified. The contractor is responsible for setting the StormFilter and all external plumbing. Typically the precast StormFilters have intemal bypass capacities of 1.8 cfs. If the peak discharge off the site is expected to exceed this rate, we recommend placing a high-flow bypass upstream of the StormFilter system. CONTECH Construction Products could provide our high-flow bypass, the StormGate, which provides a combination weir -orifice control structure to limit the flow to the StormFilter. The estimated cost of this structure is $4,000. The final cost would depend on the actual depth and size of the unit. ©2008 CONTECH Construction Products Inc. 11835 NE Glenn Widing Dr., Portland OR 97220 www.contech-cpi.com Toll-free: 800.548.4667 Fax: 800.561.1271 Page 1 of 1 TS -P027 A OUTLET SUMP LQIA INLET TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS INLET PIPE PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 43A A OUTLET 96" I.D. MANHOLE STRUCTURE (114")0.D. FILTER CARTRIDGE FLOW KIT OUTLET SUMP HDPE OUTLET RISER SECTION A -A The 5 ^r Management k StormFilter' STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME 096 MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE REQUIRED. CARTRIDGE SELECTION SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE IS CARTRIDGE HEIGHT 27" WATER QUALITY FLOW RATE (cfs) 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ft' 1 gpm/ft2 2 gpm/ft' 1 gpm/ft2 2 gpm/ft' 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 111.25 15 7.5 10 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID ' WATER QUALITY FLOW RATE (cfs) ' PEAK FLOW RATE (cfs) ' RETURN PERIOD OF PEAK FLOW (yrs) ' # OF CARTRIDGES REQUIRED ' CARTRIDGE FLOW RATE ' MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ' PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 INLET PIPE #2 ' OUTLET PIPE UPSTREAM RIM ELEVATION ' DOWNSTREAM RIM ELEVATION ' ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: ' PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE www contechcpi.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.• 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF. RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH. AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED) 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. ifk LITCAiJ® >��►�i�ii ter! CONSTRUCTION PRODUCTS INC. www.contech-cpi.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX SFMH96 STORMFILTER STANDARD DETAIL Appendix D Conveyance Calculations 8/ii/ (0 M5f3 PROJECT: DESCRIPTION: eAN1C of i)AAERICA 4D a o9MG-NrT G O MIEy A NCE c ALCvl.PTl o1JS WORST CASARlo: 12'' Pipe- SION?0-3990 h= MANNI3G'S EQUAT>a: Qr �CA)(,12F)1Zr;(S)J►Z A= w'+ -)L ft H ' = l c4. :0.25 CI- S 6-00%9 4.1c--1. )- o.or'- Id 51ekr Peck flow P; fe CQpo y Execs 25 -year Peale Clow Appendix E Maintenance Checklist Maintenance Checklist for Catch Basins and Inlets Frequency Drainage System Feature '1 Problem Conditions To Check For Conditions That Should Exist M,S General Trash, debris, and sediment in or on basin Trash or debris in front of the catch basin opening is blocking capacity by more than 10%. No trash or debris located immediately in front of catch basin opening. Grate is kept clean and allows water to enter. M Sediment or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. No sediment or debris in the catch basin. Catch basin is dug out and clean. M,S Trash or debris in any inlet or pipe blocking more than 1/3 of its height. Inlet and Outlet pipes free of trash or debris. M Structural damage to frame and/or top slab Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Frame is even with curb. M Top slab has holes larger than 2 square inches or cracks wider than '/ inch (intent is to make sure all material is running into the basin). Top slab is free of holes and cracks. M Frame not sitting flush on top slab, i.e., separation of more than 3/ inch of the frame from the top slab. Frame is sitting flush on top slab. A Cracks in basin walls/bottom Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. A Cracks wider than I/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than 'A inch wide at the joint of inlet/outlet pipe. Contact a professional engineer for evaluation. A Settlement/ misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. M,S Fire hazard of other pollution Presence of chemicals such as natural gas, oil, and gasoline. Obnoxious color, odor, or sludge noted. No color, odor, or sludge. Basin is dug out and clean. M,S Outlet pipe is clogged with vegetation Vegetation or roots growing in inlet/outlet pipe joints that is more than 6 inches tall and less than 6 inches apart. No vegetation or root growth present. you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) 5 = After major storms (use 1 -inch in 24 hours as a guideline) Maintenance Checklist for Conveyance Systems Frequency Drainage System Feature .1 Problem Conditions To Check For Conditions That Should Exist M,S Pipes Sediment & debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Pipe cleaned of all sediment and debris. M Vegetation Vegetation that reduces free movement of water through pipes. All vegetation removed so water flows freely through pipes. A Damaged (rusted, bent, or crushed) Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Pipe repaired or replaced. M Erosion of Ground Surface Any dent that significantly impedes flow (i.e., decreases the cross section area of pipe by more than 20%). Pipe repaired or replaced. M Trees and shrubs Damage Pipe has major cracks or tears allowing groundwater leakage. Pipe repaired or replaced. you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) Maintenance Checklist for Grounds (Landscaain Frequency Drainage System Feature J Problem Conditions To Check For Conditions That Should Exist M General Weeds (nonpoisonous) Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Remove trash and debris and dispose as prescribed by the County. M Insect hazard Any presence of poison ivy or other poisonous vegetation or insect nests. Ditch cleaned of all sediment and debris so that it matches design. M,S Trash or litter Dumping of yard wastes such as grass clippings and branches onto grounds. Unsightly accumulation of nondegradable materials such as glass, plastic, metal, foam, and coated paper. Remove trash and debris and dispose as prescribed by the County. M,S Erosion of Ground Surface Noticeable rills are seen in landscaped areas. Causes of erosion are identified and steps taken to slow down/spread out the water. Eroded areas are filled, contoured, and seeded. A Trees and shrubs Damage Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trim trees/shrubs to restore shape. Replace trees/shrubs with severe damage. M Trees or shrubs that have been blown down or knocked over. Replant tree, inspecting for injury to stem or roots. Replace if severely damaged. A Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Place stakes and rubber -coated ties around young trees/shrubs for support. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) Maintenance Checklist for Fenc'ng/Shrubbery Screen/Other Landscaoin Frequency Drainage System Feature J Problem Conditions To Check For Conditions That Should Exist M General Missing or broken parts/dead shrubbery Any defect in the fence or screen that permits easy entry to a facility Fence is mended or shrubs replaced to form a solid barrier to entry. M,S Erosion Erosion has resulted in an opening under a fence that allows entry by people or pets. Replace soil under fence so that no opening exceeds 4 inches in height. M Unruly vegetation Shrubbery is growing out of control or is infested with weeds. Shrubbery is trimmed and weeded to provide appealing aesthetics. Do not use chemicals to control weeds. A Wire Fences Damaged parts Posts out of plumb more than 6 inches. Posts plumb to within 1-1/2 inches of plumb. A Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. A Any part of fence (including posts, top rails, and fabric) more than 1 foot out of design alignment. Fence is aligned and meets design standards. A Missing or loose tension wire. Tension wire in place and holding fabric. A Missing or loose barbed wire that is sagging more than 2-1/2 inches between posts. Barbed wire in place with less than 3/ -inch sag between posts. A Extension arm missing, broken, or bent out of shape more than 1-1/2 inches. Extension arm in place with no bends larger than 3/4 inch. A Deteriorated paint or protective coating Part or parts that have a rusting or scaling condition that has affected structural adequacy. Structurally adequate posts or parts with a uniform protective coating. M Openings in fabric Openings in fabric are such that an 8 -inch diameter ball could fit through. No openings in fabric. you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) CtiWIZTEM so�A1Tf➢ONL The s1 w md3.39,ft.m StormFilter Maintenance Guidelines The primary purpose of the Stormwater Management StormFiltere is to filter out and prevent pollutants from entering our waterways. Like any effective filtration system, periodically these pollutants must be removed to restore the StormFilter to its full efficiency and effectiveness. Maintenance requirements and frequency are dependent on the pollutant load characteristics of each site. Maintenance activities may be required in the event of a chemical spill or due to excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Procedures Although there are likely many effective maintenance options, we believe the following procedure is efficient and can be implemented using common equipment and existing maintenance protocols. A two step procedure is recommended as follows: 1. Inspection Inspection of the vault interior to determine the need for maintenance. 2. Maintenance Cartridge replacement Sediment removal Inspection and Maintenance Timing At least one scheduled inspection should take place per year with maintenance following as warranted. First, an inspection should be done before the winter season. During the inspection the need for maintenance should be determined and, if disposal during maintenance will be required, samples of the accumulated sediments and media should be obtained. Second, if warranted, a maintenance (replacement of the filter cartridges and removal of accumulated sediments) should be performed during periods of dry weather. In addition to these two activities, it is important to check the condition of the StormFilter unit after major storms for potential damage caused by high flows and for high sediment accumulation that may be caused by localized erosion in the drainage area. It may be necessary to adjust the inspection/ maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection activities can be conducted at any time, and maintenance should occur, if warranted, in late summer to early fall when flows into the system are not likely to be present. Maintenance Frequency The primary factor controlling timing of maintenance of the StormFilter is sediment loading. A properly functioning system will remove solids from water by trapping particulates in the porous structure of the filter media inside the cartridges. The flow through the system will naturally decrease as more and more particulates are trapped. Eventually the flow through the cartridges will be low enough to require replacement. It may be possible to extend the usable span of the cartridges by removing sediment from upstream trapping devices on a routine as -needed basis in order to prevent material from being re -suspended and discharged to the StormFilter treatment system. Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. The maintenance frequency may be adjusted as additional monitoring information becomes available during the inspection program. Areas that develop known problems should be inspected more frequently than areas that demonstrate no problems, particularly after major storms. Ultimately, inspection and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed, based on results of inspection (The average maintenance lifecycle is approximately 1-3 years) Per Regulatory requirement In the event of a chemical spill Frequencies should be updated as required. The recommended initial frequency for inspection is one time per year. StormFilter units should be inspected after major storms. Sediment removal and cartridge replacement on an as needed basis is recommended unless site conditions warrant. Once an understanding of site characteristics has been established, maintenance may not be needed for one to three years, but inspection is warranted and recommended annually. Inspection Procedures The primary goal of an inspection is to assess the condition of the cartridges relative to the level of visual sediment loading as it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative flow through the filter cartridges. If the submerged cartridges are severely plugged, then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced. Warning: In the case of a spill, the worker should abort inspection activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct an inspection: Important: Inspection should be performed by a person who is familiar with the operation and configuration of the StormFilter treatment unit. 1. If applicable, set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the access portals to the vault and allow the system vent. 4. Without entering the vault, visually inspect the inside of the unit, and note accumulations of liquids and solids. 5. Be sure to record the level of sediment build-up on the floor of the vault, in the forebay, and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. Record all observations. Digital pictures are valuable for historical documentation. 6. Close and fasten the access portals. 7. Remove safety equipment. 8. If appropriate, make notes about the local drainage area relative to ongoing construction, erosion problems, or high loading of other materials to the system. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Decision Tree The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide. (Other factors, such as Regulatory Requirements, may need to be considered) 1. Sediment loading on the vault floor. a. If >4" of accumulated sediment, maintenance is required. 2. Sediment loading on top of the cartridge. a. If >1/4" of accumulation, maintenance is required. 3. Submerged cartridges. a. If >4" of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. 5. Bypass condition. a. If inspection is conducted during an average rain fall event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenance is required. 6. Hazardous material release. a. If hazardous material release (automotive fluids or other) is reported, maintenance is required. 7. Pronounced scum line. a. If pronounced scum line (say >_ 1/4" thick) is present above top cap, maintenance is required. 8. Calendar Lifecycle. a. If system has not been maintained for 3 years maintenance is required. Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is required, OSHA rules for confined space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from CONTECH Stormwater Solutions. Warning: In the case of a spill, the maintenance personnel should abort maintenance activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct cartridge replacement and sediment removal maintenance: 1. If applicable, set up safety equipment to protect maintenance personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the doors (access portals) to the vault and allow the system to vent. 4. Without entering the vault, give the inside of the unit, including components, a general condition inspection. 5. Make notes about the external and internal condition of the vault. Give particular attention to recording the level of sediment build-up on the floor of the vault, in the forebay, and on top of the internal components. 6. Using appropriate equipment offload the replacement cartridges (up to 150 lbs. each) and set aside. 7. Remove used cartridges from the vault using one of the following methods: Method 1: A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain manifold and place them under the vault opening for lifting (removal). Unscrew (counterclockwise rotations) each filter cartridge from the underdrain connector. Roll the loose cartridge, on edge, to a convenient spot beneath the vault access. Using appropriate hoisting equipment, attach a cable from the boom, crane, or tripod to the loose cartridge. Contact CONTECH Stormwater Solutions for suggested attachment devices. A Important: Note that cartridges containing leaf media (CSF) do' not require unscrewing from their connectors. Take care not to damage the manifold connectors. This connector should remain installed in the manifold and could be capped during the maintenance activity to prevent sediments from entering the underdrain manifold. B. Remove the used cartridges (up to 250 lbs. each) from the vault. Important: Care must be used to avoid damaging the cartridges during removal and installation. The cost of repairing components damaged during maintenance will be the responsibility of the owner unless CONTECH Stormwater Solutions performs the maintenance activities and damage is not related to discharges to the system. C. Set the used cartridge aside or load onto the hauling truck. D. Continue steps a through c until all cartridges have been removed. Method 2: A. Enter the vault using appropriate confined space protocols. B. Unscrew the cartridge cap. C. Remove the cartridge hood screws (3) hood and float. D. At location under structure access, tip the cartridge on its side. Important: Note that cartridges containing media other than the leaf media require unscrewing from their threaded connectors. Take care not to damage the manifold connectors. This connector should remain installed in the manifold and capped if necessary. D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or load onto the hauling truck. F. Continue steps a through e until all cartridges have been removed. 8. Remove accumulated sediment from the floor of the vault and from the forebay. This can most effectively be accomplished by use of a vacuum truck. 9. Once the sediments are removed, assess the condition of the vault and the condition of the connectors. The connectors are short sections of 2 -inch schedule 40 PVC, or threaded schedule 80 PVC that should protrude about 1" above the floor of the vault. Lightly wash down the vault interior. a. If desired, apply a light coating of FDA approved silicon lube to the outside of the exposed portion of the connectors. This ensures a watertight connection between the cartridge and the drainage pipe. b. Replace any damaged connectors. 10. Using the vacuum truck boom, crane, or tripod, lower and install the new cartridges. Once again, take care not to damage connections. 11. Close and fasten the door. 12. Remove safety equipment. 13. Finally, dispose of the accumulated materials in accordance with applicable regulations. Make arrangements to return the used empty cartridges to CONTECH Stormwater Solutions. Related Maintenance Activities - Performed on an as -needed basis StormFilter units are often Just one of many structures in a more comprehensive stormwater drainage and treatment system. In order for maintenance of the StormFilter to be successful, it is imperative that all other components be properly maintained. The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities, it is also important to correct any problems identified in the drainage area. Drainage area concerns may include: erosion problems, heavy oil loading, and discharges of inappropriate materials. A RECYCLED %if PAPER Material Disposal The accumulated sediment found in stormwater treatment and conveyance systems must be handled and disposed of in accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and organic chemicals (such as pesticides and petroleum products). Areas with the greatest potential for high pollutant loading include industrial areas and heavily traveled roads. Sediments and water must be disposed of in accordance with all applicable waste disposal regulations. When scheduling maintenance, consideration must be made for the disposal of solid and liquid wastes. This typically requires coordination with a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility, local waste water treatment plant or on-site treatment and discharge. CONTECIf S41B LIlA1oN5.. 800.925.5240 contechstormwater.com Support • Drawings and specifications are available at contechstormwater.com. • Site-specific design support is available from our engineers. ©2007 CONTECH Stormwater Solutions CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech-cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale. Inspection Report Date: Personnel: Location: System' Size: System Type: Vault Cast -In -Place n Linear Catch Basin Manhole U Other Date: Sediment Thickness in Forebay: Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes (if available): Cartridges Submerged: Yes n No ❑ Depth of Standing Water: StormFilter Maintenance Activities (check off if done and give description) 11 11 Trash and Debris Removal: Minor Structural Repairs: ❑ Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source. Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes U No Source: Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: Review the condition reports from the previous inspection visits. StormFilter Maintenance Report Date: Personnel: Location: System Size: System Type: Vault ❑ Cast -In -Place Linear Catch Basin n Manhole ❑ Other ❑ List Safety Procedures and Equipment Used: System Observations Months in Service: Oil in Forebay: Sediment Depth in Forebay: Sediment Depth on Vault Floor: Structural Damage: Drainage Area Report Excessive Oil Loading: Yes Sediment Accumulation on Pavement: Yes Erosion of Landscaped Areas: Yes Yes n No No ❑ Source: No ❑ Source: No n Source: StormFilter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Replace Cartridges: Sediment Removed: Yes ❑ No U Details: Yes ❑ No ❑ Details: Yes ❑ No ❑ Details: Quantity of Sediment Removed (estimate?): Minor Structural Repairs: Yes ❑ No Residuals (debris, sediment) Disposal Methods: Notes: Details: Appendix F FloHawks Storm Pipe Inspection Report FloHawks Plumbing+Septic Customer Name (1 N 1< Phone # Send Bill (Acct #) Tank Delivery: Truck Time Mileage Hole Bonom Division of Northwest Cascade Inc. PO. Box 73399 • Puyallup, Washington 98373 • NORTHCI148BG Questions... 6185433 800-356-4295 Date fS ` /C) Address CL _.CoT L -C t 1.-1-‘t.- C r' 6 Lc) y City 1(? b Lc..) r I a. Zip Time In 1000 Time Out I i Li J Service Tech if 1 1 (fa"— 11 Truck# C r4 () Check # Cash Credit Card # Expires PRODUCTS/SERVICES CODE (,)t 6r,t5,4 (41. 0. Li t , t . '! ; , ; f. r t ri __ Ti t c• ,'f . (Sr 11 UNIT TOTAL PRICE AMOUNT Septic Tank Pumping: Tank Liquid level: __ normal _high _low Start Inches Stop Inches_ Tank Size Gallons Pumped ,,v1 I- LA- k bA UC11 l_•t4\ acY Ct t41• L-C"l 11\ rbl(-A 4;-_k L.(r 1•1,*1C, i tl C �- l 1 (T!., C111rA Septic Tank: Scum Sludge 1st Comp. / 2nd Comp. / Pump Chamber / Draw Down In Min Timer On Off (yde Counter HR MTR Baffles intact O yes O no replaced_ ATU O yes Ono UV O yes Ono :44 ‘3 'LT 7 . Risers Order Diameter Height In Comp. D H 2nd Comp. D H Pump Chamber D H _-0/M Pumpers Report attached _0/M Pumpers Report left on-site DRAWING More work to follow O yes /Soo List Parts Used Price Parts Total O Scheduled O Parts/Pumps O Sales who: O Sales who: Sub -Total Tax 4 Total Terms: net 10 days. 1.5%per month delinquency charge on past due accounts. Signatu Date SOSt° • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee Issued by First American Title Insurance Company 633 Third Avenue, New York, NY 10017 Title Officer: Jed Yaffee Phone: (800)437-1234 FAX: (212)922-0881 CEIVED JUN 0 3 20101 GQMMUNiIY UEVELOPIAE? T First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 1 First American Title Insurance Company of New York 633 Third Avenue, New York, NY 10017 (800)437-1234 - FAX (212)922-0881 LIABILITY $ 3,000.00 New York COUNTY TITLE UNIT FAX (212)922-0881 Title Officer: Jed Yaffee (800)437-1234 FOURTH REPORT SUBDIVISION GUARANTEE RECEIVED JUN 03 2010 COMMUNITY DEVELOPMENT ORDER NO.: NCS -345929 -NY FEE $ 500.00 TAX $ 47.50 YOUR REF.: WEA Southcenter First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Westfield Corporation herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: April 27, 2010 at 7:30 A.M. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: WEA Southcenter, LLC, a Delaware limited liability company as to Parcel B and New Parcels A through D of Parcel A and Bank of America, N.A., a national banking association as to New Parcel E of Parcel A B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: PARCEL A: NEW PARCELS A THROUGH E OF CITY OF TUKWILA BINDING SITE IMPROVEMENT NO. L08-033 RECORDED NOVEMBER 6, 2008 UNDER RECORDING NO. 20081106000242, IN VOLUME 249 OF PLATS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF TUKWILA, A WASHINGTON NON - CHARTER OPTIONAL MUNICIPAL CODE CITY BY DEED RECORDED JULY 20, 2009 UNDER RECORDING NO. 20090720001730. PARCEL B: A TRACT OF LAND IN SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, THAT INCLUDES A PORTION OF THE W.H. GILLIAM DONATION LAND CLAIM NO. 40, AND A PORTION OF TRACT 14 OF THE INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 0°12'09" WEST ALONG THE WEST LINE OF SAID SUBDIVISION PRODUCED ACROSS W.H. GILLIAM DONATION LAND CLAIM NO. 40, 406.49 FEET; THENCE SOUTH 89°47'51' WEST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0°12'09" WEST, 217.60 FEET TO A POINT OF CURVE; First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 3 THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 50 FEET A DISTANCE OF 79.53 FEET TO A POINT OF TANGENT; THENCE SOUTH 88°40'00" WEST, 390.86 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT WITH RADIUS OF 122.35 FEET, A DISTANCE OF 63.68 FEET TO A POINT OF COMPOUND CURVE; THENCE CONTINUE ON A CURVE TO THE LEFT WITH RADIUS OF 45.0 FEET, A DISTANCE OF 45.96 FEET TO A POINT OF TANGENT; THENCE SOUTH 0°19'36" WEST 178.75 FEET; THENCE SOUTH 87°25'13' EAST, 526.42 FEET TO THE TRUE POINT OF BEGINNING. APN: 920247-0010-00 APN: 920247-0020-08 APN: 920247-0030-06 APN: 920247-0040-04 APN: 920247-0050-01 APN: 359700-0257-03 First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 4 RECORD MATTERS: 1. This item has been intentionally deleted. 2. This item has been intentionally deleted. 3. This item has been intentionally deleted. 4. This item has been intentionally deleted. 5. This item has been intentionally deleted. 6. This item has been intentionally deleted. 7. This item has been intentionally deleted. 8. This item has been intentionally deleted. 9. This item has been intentionally deleted. 10. This item has been intentionally deleted. 11. This item has been intentionally deleted. 12. This item has been intentionally deleted. 13. This item has been intentionally deleted. 14. Easement, including terms and provisions contained therein: Recording Information: February 26, 1962 under Recording No. 5391852 In Favor of: Pacific Northwest Bell Telephone Company, a Washington corporation, its successors and assigns For: Telephone and telegraph lines Affects: as described therein 15. The terms and provisions contained in the document entitled Mutual Beneficial Access Agreement, executed by and between Southcenter Corporation and Seattle -First National bank, recorded February 15, 1963 as Instrument No. 5544945 of Official Records. Document(s) declaring modifications thereof recorded June 28, 1985, December 17, 1985 and July 1, 1999 as Recording Nos. 8506281585, 8512171134 and 19990701001220 of Official Records. 16. A lease dated June 13, 1963, executed by Southcenter Corporation, a Washington corporation as lessor and J.C. Penny Company as lessee, for a term of 30 years recorded June 18, 1963 as Recording No. 5598077 of Official Records. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 5 Said lease, among other things provides for an option to renew for a period of 2 additional period of 10 years each as disclosed by Document recorded April 25, 2002 under Recording No. 20020425000393. (Affects Parcel A) 17. Condemnation in King County Superior Court by the State of Washington, of rights of access to state highway and of Tight, view and air by decree entered August 19, 1963, Cause No. 6010. As modified by that certain deed form the State of Washington dated June 25, 1985, and recorded June 26, 1985 under Recording No. 8506260537. Said deed contains the following recital: The complete construction and maintenance costs of said approach shall be the sole responsibility of the grantees, their successors or assigns. 18. This item has been intentionally deleted. 19. Easement, including terms and provisions contained therein: Recording Information: February 18, 1966 under Recording No. 5990967 In Favor of: City of Tukwila For: Utilities Affects: (Parcel A) as described therein 20. Easement, including terms and provisions contained therein: Recording Information: March 11, 1966 under Recording No. 5999600 In Favor of: City of Tukwila, a municipal corporation, its successors and assigns For: Utility lines for water, sewer, power, telephone and telegraph Affects: as described therein 21. Easement, including terms and provisions contained therein: Recording Information: March 11, 1966 under Recording No. 5999601 In Favor of: Pacific Northwest Bell Telephone Company, a Washington corporation, its successors and assigns For: Telephone and telegraph lines Affects: (Parcel A) as described therein 22. A lease dated March 31, 1966, executed by Connecticut General Life Insurance Company, a Connecticut corporation as lessor and Southcenter Shopping Center Corporation, a Washington corporation as lessee, for a term of 70 years recorded March 31, 1966 as Recording No. 6008264 of Official Records. Document(s) declaring modifications thereof recorded August 9, 1974, September 29, 1976, December 17, 1985, December 21, 1987, June 12, 1992, July 1, 1999, August 5, 2002 and December 3, 2008 as Recording Nos. 6082289, 6114995, 6175803, 6185486, 6232795, 6273995, 6287041, 6331424, 6453604, 6543233, 7408090449, 7609290489, 8512171133, 8712211261, 9206121648, 19990701001223, 20020805000218 and 20081203001137 of Official Records. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 6 23. The terms, provisions and easement(s) contained in the document entitled "Cross -Easement Agreement" recorded March 31, 1966 as Recording No. 6008265 of Official Records. Document(s) declaring modifications thereof recorded June 28, 1985 and December 21, 1987 as Recording Nos. 8506281582 and 8712211264 of Official Records. The interest of Southcenter Shopping Center Corporation, a Washington corporation, is now held by WEA Southcenter, LLC, pursuant to assignments recorded June 28, 1985, December 17, 1985 and July 1, 1999 under Recording Nos, 8506281585, 8512171134 and 19990701001220. The interest of BonCom Corporation, a Washington corporation, is now held by Allied Stores General Real Estate Company, pursuant to assignments recorded October 7, 1987 under Recording No. 8710070516. 24. This item has been intentionally deleted. 25. The terms and provisions contained in the document entitled Four Party Encroachment Agreement, executed by and between Southcenter Shopping Center Corporation, BonCom Corporation, Allied Stores Corporation and Connecticut General Life Insurance Company, recorded November 8, 1968 as Instrument No. 6431696 of Official Records. Document(s) declaring modifications thereof recorded December 21, 1987 as Recording No. 8712211263 of Official Records. The interest of Southcenter Shopping Center Corporation, a Washington corporation, is now held by WEA Southcenter, LLC, pursuant to assignments recorded June 28, 1985, December 17, 1985 and July 1, 1999 under Recording Nos. 8506281585, 8512171134 and 19990701001220. The interest of BonCom Corporation, a Washington corporation, is now held by Allied Stores General Real Estate Company, pursuant to assignments recorded October 7, 1987 under Recording No. 8710070516. (Affects Parcel A) 26. The terms and provisions contained in the document entitled Bill of Sale of Utility Facilities and Utility Right of Way Agreement, executed by and between Southcenter Shopping Center Corporation, BonCom Corporation, Allied Stores Corporation and Connecticut General Life Insurance Company, recorded May 15, 1969 as Instrument No. 6511064 of Official Records. 27. Easement, including terms and provisions contained therein: Recording Information: May 15, 1969 under Recording No. 6511065 In Favor of: Puget Sound Power & Light Company For: Utility and services Affects: as described therein 28. Easement, including terms and provisions contained therein: Recording Information: January 7, 1972 under Recording No. 7201070397 In Favor of: Town of Tukwila, a municipal corporation, its successors and assigns For: Underground water, sewer, drainage, electric power, gas First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 7 telephone and railroad spur crossing Affects: (Parcel A) as described therein 29. Easement, including terms and provisions contained therein: Recording Information: July 12, 1974 under Recording No. 7407120474 In Favor of: City of Tukwila, a municipal corporation For: Utilities Affects: (Parcel A) as described therein 30. Easement, including terms and provisions contained therein: Recording Information: January 3, 1975 under Recording No. 7501030287 In Favor of: Pacific Northwest Bell Telephone Company, a Washington corporation, its successors and assigns For: Underground communication lines, manhole and conduit Affects: (Parcel A) as described therein 31. Relinquishment of all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed by document in favor of the State of Washington: Recorded: November 23, 1977 Recording No.: 7711230639 (Affects Parcel A) 32. Easement, including terms and provisions contained therein: Recording Information: November 23, 1977 under Recording No. 7711230641 In Favor of: State of Washington and its assigns For: Loop detector Affects: (Parcel A) as described therein 33. This item has been intentionally deleted. 34. Easement, including terms and Recording Information: In Favor of: For: Affects: 35. Easement, including terms and Recording Information: In Favor of: For: Affects: provisions contained therein: January 7, 1981 under Recording No, 8101070484 Puget Sound Power and Light Company, a Washington corporation Electric transmission and/or distribution system (Parcel A) as described therein provisions contained therein: April 2, 1984 under Recording No. 8404020325 Puget Sound Power and Light Company, a Washington corporation Electric transmission and/or distribution system (Parcel A) as described therein First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 8 36. The terms and provisions contained in the document entitled Memorandum of Four -Party Agreement for Recording, executed by and between Southcenter Shopping Center Corporation, BonCom Corporation, Allied Stores Corporation and Connecticut General Life Insurance Company, recorded June 28, 1985 as Instrument No. 8506281578 of Official Records. Document(s) declaring modifications thereof recorded June 28, 1985, December 21, 1987, February 19, 1991, July 1, 1999 and September 29, 2006 as Recording Nos. 8506281579, 8712211262, 9102190007, 19990701001220 and 20060929002120 of Official Records. 37. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revision) 87-8-BLA : Recorded: December 29, 1987 Recording Information: 8712291101 38. A lease dated February 22, 1988, executed by Nordstrom, Inc., as lessor and Southcenter Joint Venture, an Ohio partnership as lessee, for a term of 30 years recorded June 2, 1988 as Recording No. 8806020985 of Official Records. Said lease, among other things provides for an option to renew for a period of 4 additional years of 10 years each. (Affects Parcel A) 39. Easement, including terms and provisions contained therein: Recording Information: March 13, 1990 under Recording No. 9003130433 In Favor of: City of Tukwila, a municipal corporation For: Street traffic control improvements Affects: (Parcel A) as described therein 40. The terms and provisions contained in the document entitled Joinder of Landlord Agreement, executed by and between Connecticut General Life Insurance Company and Teachers Insurance and Annuity Association of America, a New York corporation, recorded June 12, 1992 as Instrument No. 9206121650 of Official Records. 41. Easement, including terms and provisions contained therein: Recording Information: December 8, 1992 under Recording. No. 9212081832 In Favor of: U.S. West Communications, Inc., a Colorado corporation For: Telecommunications facilities Affects: (Parcel A) as described therein 42. The terms and provisions contained in the document entitled Consent, Attornment and Estoppel Agreement, executed by and between Connecticut General Life Insurance Company and Sears, Roebuck and Co., a New York corporation, recorded May 7, 1993 as Instrument No. 9305072532 of Official Records. (Affects Parcel A) First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 9 43. Lease made by Southcenter Joint Venture, an Ohio partnership, lessor, to Rainforest Cafe, Inc. - Mist, a Minnesota corporation, lessee, for a term of 10 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated June 30, 1998, and recorded April 8, 1999 as document no. 9904081730. Said lease, among other things provides for an option to renew for a period of 5 years. (Affects Parcel A) 44. Subordination, non -disturbance and attornment agreements: Between Rainforest Cafe, Inc. -Mist, a Minnesota corporation And Teachers Insurance and Annuity Association of America, a New York corporation Recorded April 8, 1999 Recording No.: 199904081731 (Affects Parcel A) 45. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: JG Southcenter Ltd., an Ohio limited liability company Grantee/Beneficiary: Teachers Insurance and Annuity Association of America, a New York corporation Trustee: Transnation Title Company (f/k/a Transamerica Title Insurance Company), an Arizona corporation Amount: $95,000,000.00 Recorded: July 1, 1999 Recording Information: 19990701001221 Said deed of trust is an amendment, renewal and restatement of instrument recorded December 28, 1989 under Recording No. 8912280042. A document recorded June 12, 1992 and August 26, 2009 as Recording No's. 9206121649 and 20090826002052 of Official Records provides that the deed of trust or the obligation secured thereby has been modified. A document recorded December 3, 2008 as Recording No. 20081203001134 of Official Records provides that Chicago Title Insurance Company was substituted as trustee under the deed of trust. The Deed of Trust/Mortgage was Partially reconveyed as to New Parcel E of City of Tukwila Binding Site Improvement Plan No. L08-033 by instrument recorded December 3, 2008 under Recording No. 20081203001136. Said deed of trust contains, among other things, a fee joinder by Connecticut General Life Insurance Company, a Connecticut corporation. (Affects New Parcels A through D of Parcel A and includes other property) 46. This item has been intentionally deleted. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 10 47. Subordination, non -disturbance and attornment agreements: Between Connecticut General Life Insurance Company, a Connecticut corporation and JG Southcenter, Ltd., an Ohio limited liability company And Teachers Insurance and Annuity Association of America, a New York corporation Recorded July 1, 1999 Recording No.: 19990701001224 (Affects Parcel A) 48. This item has been intentionally deleted. 49. The terms and provisions contained in the document entitled "Storm Drainage Maintenance Plan" recorded August 29, 2002 and March 13, 2003 as Recording Nos. 20020829001354 and 20030313001997 of Official Records. (Affects Parcel A) 50. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Binding Site Plan File No. L03-018 recorded May 30, 2003 under Recording No. 20030530001409, in King County, Washington. 51. Lease made by WEA Southcenter LLC, a Delaware limited liability company, lessor, to GMRI, Inc., a Florida corporation, lessee, for a term of 10 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated August 24, 2001, and recorded September 26, 2003 as document no. 20030926001458. Said lease, among other things provides for an option to renew for a period of 4 additional terms of 5 years each. (Affects Parcel A) 52. Right, title and interest of City of Tukwila, Grantee on the following described instrument: Recording Information: January 20, 2004 under Recording No. 20040120000055 Grantor: GMRI, Inc., a Florida corporation The conveyance of public surface water utility improvements was signed only by GMRI, Inc., a Florida corporation, Lessee under that certain lease recorded September 26, 2003 under Recording No. 20030926001458, but was not signed by the holder of the fee simple estate or leasehold estate. (Affects Parcel A) 53. Lease made by WEA Southcenter LLC, a Delaware limited liability company, lessor, to GMRI, Inc., a Florida corporation, lessee, for a term of 10 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated August 24, 2001, and recorded February 9, 2004 as document no. 20040209001224. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 11 Said lease, among other things provides for an option to renew for a period of 4 additional terms of 5 years each. (Affects Parcel A) 54. The terms and provisions contained in the document entitled Development Agreement, executed by and between City of Tukwila, a Washington Non -Charter Optional Municipal Code City, Prudential Financial Inc.,, and WEA Southcenter LLC, a Delaware limited liability company, recorded June 21, 2006 as Instrument No. 20060621000329 of Official Records. Document(s) declaring modifications thereof recorded September 20, 2007 and August 15, 2008 as Recording Nos. 20070920001425 and 20080815001319 of Official Records. 55. The terms and provisions contained in the document entitled Assignment and Assumption of REAs, executed by and between Prudential Retirement Insurance and Annuity Company, a Connecticut life insurance company and WEA Southcenter, LLC, a Delaware limited liability company, recorded September 29, 2006 as Instrument No. 20060929002120 of Official Records. (Affects Parcel A) 56. The terms and provisions contained in the document entitled No Protest Local Improvement District Agreement, executed by and between WEA Southcenter LLC, a Delaware limited liability company and the City of Tukwila, a Washington municipal corporation, recorded January 31, 2007 as Instrument No. 20070131003241 of Official Records. 57. Easement, including terms and provisions contained therein: Recording Information: June 19, 2007 under Recording No. 20070619000337 In Favor of: The City of Tukwila, Washington, a Washington non -charter optional municipal code city For: Public sanitary sewer easement Affects: (Parcel A) as described therein 58. This item has been intentionally deleted. 59. Easement, including terms and provisions contained therein: Recording Information: June 19, 2007 under Recording No. 20070619000340 In Favor of: The City of Tukwila, Washington, a Washington non -charter optional municipal code city For: Maintenance, operation, repair and replacement of the traffic signal loops Affects: as described therein 60. Easement, including terms and Recording Information: In Favor of: For: Affects: provisions contained therein: September 27, 2007 under Recording No. 20070927000560 Puget Sound Energy, Inc., a Washington corporation Transmission, distribution and sale of electricity (Parcel A) as described therein First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 12 61. A lease dated June 6, 2007, executed by WEA Southcenter LLC, a Delaware limited liability company as lessor and The Cheesecake Factory Restaurants, Inc., a California corporation as lessee, for a term of 20 years recorded November 2, 2007 as Recording No. 20071102001033 of Official Records. Said lease, among other things provides for an option to renew for a period of 2 additional period of 5 years each. (Affects Parcel A) 62. Subordination, non -disturbance and attornment agreements: Between Teachers Insurance and Annuity Association of America, a New York corporation And The Cheesecake Factory Restaurants, Inc., a California corporation d/b/a The Cheesecake Factory and WEA Southcenter LLC, a Delaware limited liability company Recorded November 2, 2007 Recording No.: 20071102001034 (Affects Parcel A) 63. Lease made by WEA Southcenter, LLC, a Delaware limited liability company, lessor, to Borders, Inc., a Colorado corporation, lessee, for a term of 10 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated November 21, 2007, and recorded December 19, 2007 as document no. 20071219001073. Said lease, among other things provides for an option to renew for a period of 3 additional period of 5 years each. (Affects Parcel A) 64. This item has been intentionally deleted. 65. Right, title and interest of Westfield Property Tax Dept as to the herein described property as disclosed by Tax Roll. We find no record of the party(ies) having an interest in the premises. 66. Matters that may be disclosed upon recordation of final subdivision. 67. A lease dated June 4, 2007, executed by WEA Southcenter LLC, a Delaware limited liability company as lessor and The Cheesecake Factory Restaurants, Inc., a California corporation as lessee, for a term of 20 years recorded March 26, 2008 as Recording No. 20080326001269 of Official Records. Said lease, among other things provides for an option to renew for a period of 2 additional terms of 5 years each. (Affects Parcel A) 68. Easement, including terms and provisions contained therein: Recording Information: April 24, 2008 under Recording No. 20080424001836 First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 13 In Favor of: For: Affects: The City of Tukwila, Washington, a Washington Non -Charter Optional Municipal Code City Street frontage improvements along Andover Park West, sanitary sewer facilities, storm drainage facilities and other utilities (Parcel A) as described therein Easements recorded March 11, 1966 and January 7, 1972 under Recording Nos. 5999600 and 7201070397 were terminated, replaced and superseded by that certain Easement recorded June 19, 2007 under Recording No. 20070619000339. The above said Amended and Restated Street Frontage Improvements and Utilities Easement replaces that certain Easement recorded June 19, 2007 under Recording No. 20070619000339. 69. General Taxes for the year 2010. Tax Account No.: 920247-0010-00 Amount Billed: $ 3,593,993.87 Amount Paid: $ 1,796,996.94 Amount Due: $ 1,796,996.93 Assessed Land Value: $ 74,598,900.00 Assessed Improvement Value: $ 233,073,300.00 (Affects New Parcel A of Parcel A) 70. General Taxes for the year 2010. Tax Account No.: 920247-0020-08 Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: $ 4,659.79 $ 2,329.90 $ 2,329.89 $ 416,900.00 $ 0.00 (Affects New Parcel B of Parcel A) 71. General Taxes for the year 2010 Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: • 920247-0030-06 $ 3,838.83 $ 1,919.42 $ 1,919.41 $ 327,600.00 $ 0.00 (Affects New Parcel C of Parcel A) 72. General Taxes for the year 2010. Tax Account No.: Amount Billed: Amount Paid: Amount Due: 920247-0040-04 $ 24,510.14 $ 12,255.07 $ 12,255.07 First American Title Insurance Company Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 14 Assessed Land Value: $ 1,790,200.00 Assessed Improvement Value: $ 307,000.00 (Affects New Parcel D of Parcel A) 73. General Taxes for the year 2010 Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: 920247-0050-01 $ 3,943.96 $ 0.00 $ 3,943.96 $ 336,600.00 $ 0.00 (Affects New Parcel E of Parcel A) 74. Lease made by WEA Southcenter, LLC, a Delaware limited liability company, lessor, to American Multi -Cinema, Inc., a Missouri corporation, lessee, for a term of 15 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated May 16, 2008, and recorded August 7, 2008 as document no. 20080807001497. Said lease, among other things provides for an option to renew for a period of 4 additional term of 5 years each. Affects: Parcel A and other property. 75. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Binding Site Improvement Plan No. L08-033 recorded November 6, 2008 under Recording No. 20081106000242, in Volume 249, Pages 77 through 84, in King County, Washington. The terms and provisions contained in the document entitled "Lender's Consent to Binding Site Improvement Plan" recorded December 3, 2008 as Recording No. 20081203001135 of Official Records. (Affects Parcel A) 76. Easement, including terms and provisions contained therein: Recording Information: December 12, 2008 under Recording No. 20081212000814 In Favor of: City of Tukwila, Washington, a Washington Non -Charter Optional Municipal Code City For: Water meters and water line Affects: (New Parcel A of Parcel A) as described therein 77. Easement, including terms and provisions contained therein: Recording Information: January 6, 2009 under Recording No. 20090106000669 In Favor of: Puget Sound Energy, Inc., a Washington corporation For: Transmission, distribution and sale of electricity Affects: (Parcel A) as described therein First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 15 78. Lease made by WEA Southcenter, LLC, a Delaware limited liability company, lessor, to BJ's Restaurants, Inc., a California corporation, lessee, for a term of 20 years and 2 months, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated November 20, 2008, and recorded March 3, 2009 as document no. 20090303002415. (Affects Parcel A) 79. The terms and provisions contained in the document entitled "Conveyance of Public Improvements" recorded July 13, 2009 as Recording No. 20090713000776 of Official Records. 80. A financing statement recorded August 26, 2009 as Recording No. 20090826002053 of Official Records. Debtor: WEA Southcenter LLC Secured party: Teachers Insurance and Annuity Association of America (Affects New Parcels A through D of Parcel A and includes others property) 81. Pendency of action in King County Circuit Court/Superior Court. Plaintiff: Yarbrough Electric, Inc., a Washington corporation Defendant: Westwood Contractors, Inc., a Texas corporation; The Criscat Group, Inc., a California corporation; Cristcat Washington Inc., a Washington corporation; Cristcat Washington Pacific, Inc., a Washington corporation; WEA Southcenter, LLC, a foreign limited liability corporation; Westfield Corporation, a foreign corporation; and John Doe 09-2-28531-4 September 2, 2009 under Recording No. 20090902000164 Commercial Jay Allan Goldstein Case No.: Recorded: Action For: Attorney for Plaintiff: (Affects Parcel A) 82. Mechanics Lien. Claimant: Against: Amount: For: Date Work Commenced: Date Work Ceased: Recorded: Recording No.: Marcia Lawson Westfield LLC $12,335.74 Labor and/or Materials and/or Equipment September 7, 2009 October 30, 2009 December 14, 2009 20091214001386 (Affects New Parcel A of Parcel A) 83. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: WEA Southcenter LLC, a Delaware limited liability company Pacific Life Insurance Company, a Nebraska corporation Chicago Title Insurance Company, a Missouri corporation $250,000,000.00 First American Title Insurance Company Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 16 Recorded: Recording Information: December 29, 2009 20091229000432 (Affects Parcel B and New Parcels A through D of Parcel A and includes others property) 84. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: Assignee: Recorded: Recording Information: WEA Southcenter LLC, a Delaware limited liability company Pacific Life Insurance Company, a Nebraska corporation December 29, 2009 20091229000433 (Affects Parcel B and New Parcels A through D of Parcel A and includes others property) 85. Mechanics Lien. Claimant: Against: Amount: For: Date Work Commenced: Date Work Ceased: Recorded: Recording No.: Craig and Marcia Lawson Brite Smile, Inc. / BSML, Inc. $11,642.10 Labor and/or Materials and/or Equipment September 7, 2009 October 29, 2009 January 13, 2010 20100113000130 (Affects New Parcel A of Parcel A) 86. Subordination, non -disturbance and attornment agreements: Between And Recorded Recording No.: BJ's Restaurants, Inc., a California corporation Pacific Life Insurance Company, a Nebraska corporation January 13, 2010 20100113000459 (Affects Parcel B and New Parcels A through D of Parcel A) 87. Subordination, non -disturbance and attornment agreements: Between The Cheesecake Factory Restaurants, Inc., a California corporation And Pacific Life Insurance Company, a Nebraska corporation Recorded January 28, 2010 Recording No.: 20100128001147 (Affects Parcel B and New Parcels A through D of Parcel A) 88. Subordination, non -disturbance and attornment agreements: Between And Recorded Rainforest Cafe, Inc., a Minnesota corporation Pacific Life Insurance Company, a Nebraska corporation February 8, 2010 First American Title Insurance Company Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 17 Recording No.: 20100208001323 (Affects Parcel B and New Parcels A through D of Parcel A) 89. Mechanics Lien. Claimant: Against: Amount: For: Date Work Commenced: Date Work Ceased: Recorded: Recording No.: Complete Restaurant Repair LLC Johnny Rockets $238.66 Labor and/or Materials and/or Equipment January 1, 2009 December 7, 2009 February 25, 2010 20100225000715 (Affects New Parcel A of Parcel A) 90. Subordination, non -disturbance and attornment agreements: Between And Recorded Recording No.: BJ's Restaurants, Inc., a California corporation Pacific Life Insurance Company, a Nebraska corporation March 4, 2010 20100304000714 (Affects Parcel B and New Parcels A through D of Parcel A) 91. General Taxes for the year 2010. Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: (Affects Parcel B) 92. Easement, including terms and Recording Information: In Favor of: For: Affects: 93. Easement, including terms and Recording Information: In Favor of: For: Affects: 359700-0257-03 $ 41,021.45 $ 20,510.73 $ 20,510.72 $ 3,221,900.00 $ 456,600.00 provisions contained therein: April 4, 1967 under Recording No. 6158101 Pacific Northwest Bell Telephone Company, a Washington Corporation Underground telephone conduit together with all appurtenances (Parcel B) as described therein provisions contained therein: August 19, 1999 under Recording No. 19990819001634 Puget Sound Energy, Inc., a Washington corporation Utility systems for transmission, distribution and sale of electricity (Parcel B) as described therein First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 18 94. Right of way dedication to the City of Tukwila, including the terms and provisions thereof: Recorded: July 20, 2009 Recording No.: 20090720001730 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS -345929 -NY Page No.: 19 INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Insurance Company • • Form No. 14 Guarantee No.: NCS -345929 -NY Subdivision Guarantee (4-10-75) Page No.: 20 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance 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. 5. 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. Form No. 1282 (Rev. 12/15/95) First American Tit/e Insurance Company 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 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 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 Arbitration 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 $1,000,000 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 $1,000,000 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 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company .S{ AM E,, C9 , -A N �,y .3: First American Reference No.: 345929 Title Company County: King Location Map Legend Q PARCEL N Fl W E�i'� j.. _.- _ - �...Y. _.I PARCEL B JUN 03 l 2010 PARCEL B • l • .. \ 41SJ \ - • _ f1AND f EBBcfint`vnRn_ PARCEL A a"e N • ...: _ - - -. A..>,,,,:.w:r:: — — --- L ---l= _— _ - � . { tt t.,, , - ._-_.:i---,____".:-/ -rte_ 4 .. 1 ; \. ; I s. —.__._ � ,.1 �,� __ .r Tax ID: 920247-0010-00, 0020-08, 0030-06, 0040-04, 0050-01 & 359700-0257-03 Short Legal: A Portion of County of King Map Not To Scale This map may or may not be a survey of the land depicted hereon. You should not rely upon it for any purpose other than orientation to the general location of the parcel or parcels depicted. First American Title expressly disclaims any liability for alleged loss or damage which may result from reliance upon this map. CITY OF TU.KWILA. Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E mail.` tukplan(i4ci.tukwila.wa.us SPECIAL PERMISSION DIRECTOR FOR STAFF USE ONLY Permits Plus Type: RSP Planner: stetcy Iva, %fie /. File Number: L. 10 — 0 (o f Application Complete (Date: ) Project File Number: pU 0 — OZ ? Application Incomplete (Date: ) Other File Numbers: (,( .0- 03Z NAME OF PROJECTIDEVELOPMENT: l i e n i i' h Gea.,tex' _ NO D ry. t.1t. of ev'ica LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot's), block and subdivision, access street, and nearest intersection. 226 re kw,/e. Par/c.u.)a` %tc.Lcor/a, WA- 98-I SS' LIST ALL TAX LOT NUMBERS (this it formation may be found on your tax statement). 35970©0 2s'7 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, o has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and o is the primary contact with the City to whom all notices and reports will be sent. Name: /(/r ch ale 4 L e4 Address: 2.s/©o 'ott f.A. ce t rev /-f a//, 1.4 lW//a 1d4 9g/ Fs" Phone: (2069) 8?) 2 (, 0 tv a FAX: e. -LK tt3 . CAA 3?S c E-mail: /I /e est (e/d, (rot'1'L Si nature: • RECEIVED • JUN 03 20101 COMMUNITY CITY OF TUKWILA D�'OPM�BINDING SITE Department of Community Development IMPROVEMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 PLAN E-mail: tukplan(Zi)ci.tukwila.wa.us FOR STAFF USE ONLY Sierra Type P-BSIP Planner:��STAC`I MACG2eGOe— File Number: L-10 _032_ Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: --WEA Southcenter LLC Binding -Site IMPROVEMENT PLAN LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 2Ann Cnnthr ant Ar Mol 1 Tukwila, WA 98188 LIST ALL 7i1.X LOT NUMBERS (this in/nrmation may he found on your tax statement). TL3597000257; TL 92021+70020; TL 9202.1170010; TL 9202470030; TL 9202470040; TL 92021470050 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 whoitt all notices and reports will be sent. Name: Nicholas Lee, Development Manager., Westfield Address:_�aa, south c.eztes�,_`Cukwa-la---iiiA--- 98188 Phone: 206-802-6066 FAX: Signature: n1eeC�us; w ela cpm Slgnalure: t�_\\) t� Date: S ZSrs-cAo RECEIVED JUN 0321 COMMUNITY a OPS COMPLETE APPLICATION CHECKLIST • The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department i f you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e,g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted wit h application Information Required, jt./ay be waived in unusual cases, upon approval of bosh Public Works and Planning APPLICATION MATERIALS: X 1. Application Checklist (1 copy) indicating items submitted with application. X 2. Completed Application Form and drawings (4 copies). x 3. One set of all plans reduced to 8 1/2" by 11" or 11"x17". X 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (I OCXtMIX14). (2 c lie s attached—Westfield_ & Bank of America) X 5. Application Fee: See attached Land Use Fee Schedule. N/A 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/till over 500 cubic yards see SEPA Application Packet). PUBLIC NOTICE MA'T'ERIALS: N/A 7. If the project requires SEPA review or involves a BSI of 5 —9 Tots: Payment of a `1;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 Specifications Handout). N/A 8. if the project involves a BSIP of 5 —9 Tots: Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet ofthe subject. property. Note: Each unit in multiple -family buildings--e.g. apartments, condos, trailer parks --must be included (see Public Notice Mailing Label Handout). Or See attached Land Use Fee Schedule for City of Tukwila to provide labels N/A 9. If the project involves a BSiP of 5-9 lots: Ifproviding own labels King County Assessor's ma.p(s) which shows the location ofeach property within 500 h. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: X 10. Title Report: Clearly establish status as legal lot(s) of record, ownership. all known easements and encumbrances, must be dated within 45 days of application filing (2 copies). N/A 11 . Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. N/4. 12. Any required maintenance agreements. easements or other documents ready for recording; N/A 13. Technical information Report (DR.) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). 'Two copies are required, for additional guidance contact Public Works. J N/A 14. Provide two copies of sensitive area studies such as wetland or geotechnical reports if J Check items submitted with application Information Required. May be w=aived in unusual cases, upon approval o/'both Public Works and Planning needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Customer Assistance Bulletin B4 for Geotechnical Report Guidelines (online at www.ci.tukwila.wa.us/pubwks/bulletins/cablist,pdf) and Sensitive Area Special Study Guidelines (online at www.ci.tukwila.wa.us/dcd/dcdplan.htm) for additional information, N/A 15. Provide recorded documents that identify the nature and extent of existing easements. SURVEY: a template is available from the City in AutoCAD format X 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. X (b) Leval descriptions of the existing and proposed lots. X (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). X (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. X (e) Lot and block numbers shall begin with the number one (1) and he numbered consecutively without omission or duplication. X (f') 'total lot or parcel sizes and average width of each proposed lot. X (g) Dash in required setback distances from all parcel lot lines. X (h) Fire access lanes and turn-arounds per Fire Department standards. X (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. X (j) Locations of existing and proposed public street rights-of-way and private access easements. X (k) Location, dimension and purpose of existing and proposed easements. Y (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: N/A 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". N/A(b) Show all existing trees to be retained and any tree protection meascues required (for example fencing at drip line). 1REAS PLAN: SENSITIVE N/A 18 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20".;,, coal mine areas and important geological and archaeological ,ites). For stream frontage piovidc existing and proposed top of stream bank, stream hank toe, stream mean high ctiater mark. and base flood elevation (i.e.. 100 yr. flood), Ma.ximunt sheet size 24" x 36". NJA (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. N/A (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. N/A (d) Show proposed lot and tract lines. CIVIL PLANS: N/A 19 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". Check items submitted .with application Information Required, May be waived in unusual cases, upon approval of boil, Public Iffm.ks and Planning N/A (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. N/A (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 5 ft. beyond the property line). N/A (d) Total expected cut and (ill for buildout. N/A (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 cales, invert depth, valve locations or the like are needed. N/A (f) Storm drainage design at least 90% complete, which meets the KCS W DM. 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. N/A (g) Locate the nearest existing hydrant and all proposed hydrants. N/A (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. N/A (i) Plan, profile and cross-section for any right-of-way improvements. N/A (j) Show planned access to lots, driveways, fire access lanes and turn-arounds. N/A (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. N/A (1) Show proposed lot and tract lines. i RECEIVED JUN 0 3 20101 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS IMMDEVELOPMENT UN PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300 Soulhcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: rukplan@ci.tukwila,wa.us ci.tukwila,wa.us SS COUNTY OF KING The undersigned being duly swom and upon oath states as follows: 1. 1 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 real property, located at 320 Strander Blvd, Tukwila, WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the.result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. 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 DALLAS (city), TX (state), on April �) , 2010 Ja.y Taylor, SVP. (Print Name) 1201 Main St., 18th Flr. (ua`iias, TX 75202 On this day personally appeared before me Jay Taylor, SVP to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS el a 2 ut. DAY OF JUDY L. WILKINSON Notary Public STATE OF TEXAS My Comm. Exp. 05-15-12 20 IV NO 13..y PUB, IC in and for the State of W9lliilt15100 Texa S residing at valla s My Commission expires on May 15.; 7 012 RECEIVED IJUN 0 3 2010 COMMUNITY DEVELOPMENT i • art -Ph - CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan(a.�.ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS �j/.(J�/�YP��E-��RMISSION TO ENTER PROPERTY t STATE OF WASHINGTi`'N 'lil COUNTY OF.KINEF WS ss The undersigned being duly swom and upon oath states as follows: 1. The undersigned ("Owner") is the current owner of the property subject to the application. 2. All statements contained in the application are true and correct to the best of the Owner's knowledge. 3. The application is being submitted with Owner's knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 320 Strander Blvd, Tukwila, WA 98188 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 Toss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. 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 Los Angeles, Ca, on June 1, 2010 WEA SOUTHCENT R LLC, a Delaware limited liability company; By: Westfield America Limited Partnership, a Delaware limited partnership, its sber; By: , f Id U.S. Holdings, LLC, a Delaware limited liability company, its general partner By: Rory A. P:. ke c/o Westfield, 11601 Wilshir Los Angeles, C 310 478 4456 4 stan Secretary levard, 11'° Floor 025 On this day personally appeared before me to me known to be the individual who executed the foregoing knowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS—"BA-KC)E_ . 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on , Q.Q affotom Q V u S/1 h of 64 )6774)-01/4-.. CALIFORNIA JURAT WITH AFFIANT STATEMENT ,mme—c-c. c .,m> c., k See Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-5 to be completed only by document signer[s], not Notary) Signature of Document Signer No. 1 State of California County of i—n S A -VL j iL RECEIVED 'JUN 03 2010 COMMUNITY DEV :LOP T LISA M. SHELLEY wzr�,ry_ Commission # 1742991 Notary Public • California -4'"41.� Los Angeles County Y TT _4 IN,C-mm Ex resp 30, 2011 ,gr It Place Notary Seal Above Signature of Document Signer No. 2 (if any) Subscribed and sworn to (or affirmed) before me on this S -f- day of i u , 2010_, by Year Date Month (1) kau1 % Paek- Name of Signer proved to me on the basis of satisfactory evidence to be the person who appeared before me (.) (,) (and (2) Name of Signer proved to me o the basis of satisfactory evidence to be the persoivho appeared refre me Signature OPTIONAL Signature of Notary Public Though the information below is not required by law, it may prove valtda o ersons relying on the document and could prevent fraudulent remove rrrl reatt chment of this form to another document. Further Description of Any Attached • nt RIGHT THU OF SIGs BPRINT R #1 Top of thumb here RIGHTTHUMBPRINT OF SIGNER #2 Top of thumb here Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: �®2007 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.NationalNotary.org Item #5910 Reorder: Call Toll -Free 1-800-876.6827 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 4314870 FAX (206) 4314888 EMAIL: TUKPLANATUKWILAWAUB BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) DECLARATION KNOW ALL YEN BY 1)4E5E PRESENTS THAT NE 111E UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED . DO HEREBY YAKS A BINDING 9TE IMPROVEMENT PLAN THEREOF PURSUANT TO RCN 58.17.035 MID DECLARE THIS BINDING 9TE PLAN TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID ADJUSTMENT IS MADE 11110 THE GLEE CONSENT AND W ACCORDANCE 181)1 THE DESIRES OF THE MINERS. IN WITNESS WHEREOF VIE HAVE SET OUR HANDS AND SEALS' NEA 5001101100100. U. A DELAWARE UNTIED UAB01TY COMPANY BY: IE519E20 AMERICA, 01010D PARTNERSHIP, A DELAWARE LIMITED PARTNERSHIP, ITS SOLE MEMBER BY: NESTFIELD U.S. N ITS GENERAL P BY: • NAME ITS AND: BANK OF AMERICA, N.A. U.C. A WARE LIMITED UAIUTY COMPANY • Rory A Pecker "^'^,Try . BY: NAME: X10 JVd, uIN LK/ AA39A/ . RS77. V.tG FNS FEIOFsfr, STATE O )5 PROVED TO ME ON 111E BASS OF SATISFACTORY EVIDETNGE THAT litJ LY./ 15 111E PERSON 8810 APPEARED 860E YE UU �d SUB ? ANO 5N�(N TO (OR AFFIRMED) BEFORE 1.10 THIS 1 7 '. MY (9OIA1URE) (PRINTED NAME) NOTARY PUBl1C W qNp-Fjp)2 43 STATE OF • RESIDING AT )U4WLtL4 1 MY APPOINTMENT EXPIRES 5 laslaU)a_ BACAL0 C. NUNS N.Nry Punk. Sot. Y . MY Com1ExpoExpoE. 3 71.7011 WEA SOUTHCENTER LLC BINDING SITE IMPROVEMENT PLAN. SURVEY IM NV I/4, NE 1/4 AND NE 1/4, NV I/4 OF SECTION 26, T. 23 K, R. 4 E., VX t SV 1/4, SE 1/4, AND SE 1/4. SV 1/4 IS SECTION 23, T. 23 K, R. 4 E., VM IN KING COUNTY. WASHINGTON STATE CF,. COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT R A PedEt� I E PERSON WHO APPEARED BEFORE ME, AND SAID PERSON AO( NUDGED THAT E/DIEY) SIGNED MIS INSTRUMENT, ON OATH STATED THAT ( MET) W 5 J.U1HOU2ED TO EXECUTE THE INSTRUMENT AND ACKNO D IT A5 THE Hsa,eta" a c. /o,.Y' OF I4/eth:/d U.S. )/e/d,�r . ✓dG TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR ME USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SUBSCRIBED AND SWORN TO ME THIS `2s OAT OF 47a104t 2012_ .12cv" (SIGNATURE) .J 0.2it /e% l•-J�`C (PRIN1ED NAME) NOTARY PUBUC IN AMD FOR THE STATE OF e.//6•" s-- 8290180 AT let Awwt/ts MY APPOINTMENT EXPIRES , Ar„/ .TN doh, 08080.. non Com neake • 1794433 *okay 70080. CM8umo ' Ta Menem County 1C''''.7T._'142!? PLIO•41.TS RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS OWNER(S): WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. VOLUME PAGE APPROVALS KING COUNTY FINANCE DIVISION 1 00813T THAT ALL PROPERTY TAXES ARE PAID AND THAT A 0E909T HAS BEEN MADE 114 SUFFICIENT AMOUNT TO PAY THE TAXES FCR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTI9ED TO THIS CFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF 111E PROPERTY HEREIN DEDICATED A5 STREETS, ALLEYS, OR FOR OTHER PUBUC USE ARE PND W FULL THIS DAY OF 20_ KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER KINO COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT DF ASSESSMENTS THIS DAY OF 20 KING COUNTY ASSESSOR DEPUTY ASSESSOR PARCEL NUMBER(5) TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROKD 81 THE SHORT SU5DM90N COHMITIEE AND HEREBY CERTIFIED FOR FIUNG 1115 COMMITTEE 111.- CHAIRPERSON. SHORT 044.41.7104.4.-2010 B01 ON LAND BURVEYDR'S CERTIFICATE 1 NEL CABBAGE, REGISTERED A5 A LAND SURVEYOR BY THE STATE OF WASHINGTON. CERTIFY THAT THIS PLAT 15 BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY NE OR UNDER MY SUPERVISION; THAT THE DISTANCES. COURSES AND ANGLES ARE SHONN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE ONUMENT5 APPROVED FON SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON TME GROUND A5 DEPICTED ON THE PLAT. HEIL CABBAGE of/n!ro PLS / 23345 VICINITY MAP N.T.S. ACE, An Engineering Services Company 1801 Second Ave. PH: (208) 441-1855 5u17. 10801-(800)-845-8408 Soothe, WA 98101 FAX: (208) 448-7187 DATE 8/10/10 SCALE N/A .08 NUMBER 10609.10 . CHECKED BY NC DRAWN BY FW SHEET 1 OF 9 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT . 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 4314670 FAX (208) 431-3865 . E-MAIL: TUKPLANCTUKWILA.WA.US BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KONG COUNTY RECORDING NO, 20081106000242 CITY OF TUKWILA FILE NO. L08-033) PARCEL AREAS: P10511NG PARCEL AREAS: PARCEL A - 32.977,340 50. FT., 368.350 ACRES PARCEL B - 318,676 50. FT., *0.383 ACRES PARCEL C - 313,107 50. FT, 30.301 ACRES PARCEL D - 371,610 50. FT. 21.644 ACRES PARCEL E - 313,487 50. FT., *0.309 ACRES EXI5IING TAX PARCEL 3507000257 - *129,922 50. FT., 32983 ACRES RFT/ PARCEL ARF4S PARCEL A - 31,355.919 50. FT., 331.128 ACRES PARCEL B - 318,678 S0. FT.. 30.383 ACRES PARCEL C - 313.107 50. FT., #0.301 ACRES PARCEL 0 - 371.610 50. R. 31.644 ACRES PARCEL E - 313,467 50. FI, 30.309 ACRES SHEET LAYOUT N.T.S. NEW PARCELAR8A5 PARCEL i - 325.000 50. FT., 30.574 ACRES PARCEL C - 344,694 S0. FT.. 11.031 ACRES PARCA1. H - 392824 S0. FT.. 12.124 ACRES PARCEL 1 - 3329,060 50. FT., 37.554 ACRES PARCEL .1 - 3129.022 50. FT., 32083 ACRES PARCEL K - 3124,739 50. FT., 32884 ACRES PARCEL L - 3184,336 50. FT., 34.232 ACRES PARCEL M - 3221.571 S0. FT., 35.087 ACRES PARCEL N - 375,240 50. FT.. 31.727 ACRES PARCEL 0 - 3289,293 50. FT., 38.641 ACRES PARCEL P - 3234.764 50. FT.. 35.380 ACRES 11 DETAIL NEW PARCEL E. .r=50' i E302TDIG J PARCEL 0 j (UNCHANGED) - DANK OF AMKRICA T.L 9202470080 58939'53'0 8705 00008 N00'20'OYE 989395YW ( 0020'0 1229' • _EICHL50 WAL STRANDER BLVD. DETAIL NEW PARCEL C. 1•=50' STRANDER BLVD. • DETAIL NEW PARCEL D. 1'-50' NOTE: SEE SHEETS 8 - 9 FOR A001110RA/ INFORMATION PROPERTY BEFORE B.S.I.P. N.T.S. (UC) -UNCHANGED VOLUME PAGE CC TUKWILA PARKWAY 07 A PART 4.,� U 4 1 7.1.3597000257 Sy' 115AY 1 9. E)QSING PARCEL B 5.149202470020 (:0511NG PARCEL A N,A SIA 11. 9202470010 1�1+ te. CGA1�1 5l6DIH90N LINES (TIP) EXISTING PARK C T.L92 2470030 E OSTING PARCEL 0 T.L9202470040 E OSTING PARCEL E T.L9202470050 CC W O Z STRANDER BLVD. PROPERTY AFTER B.S.I.P. N.T.S. TUKWILA PARKWAY ///r. J" \ __ T 5 10..968 PARKWOY� PARCEL N �r NOT A PART SHEET 6 PARCEL 1 PARCEL B M---E;-7�-1 < PARCEL M 1 1 3 SHEET 8 �___ 0 STRANDER BLVD to W 11 DETAIL NEW PARCEL E. .r=50' i E302TDIG J PARCEL 0 j (UNCHANGED) - DANK OF AMKRICA T.L 9202470080 58939'53'0 8705 00008 N00'20'OYE 989395YW ( 0020'0 1229' • _EICHL50 WAL STRANDER BLVD. DETAIL NEW PARCEL C. 1•=50' STRANDER BLVD. • DETAIL NEW PARCEL D. 1'-50' NOTE: SEE SHEETS 8 - 9 FOR A001110RA/ INFORMATION PROPERTY BEFORE B.S.I.P. N.T.S. (UC) -UNCHANGED VOLUME PAGE CC TUKWILA PARKWAY 07 A PART 4.,� U 4 1 7.1.3597000257 Sy' 115AY 1 9. E)QSING PARCEL B 5.149202470020 (:0511NG PARCEL A N,A SIA 11. 9202470010 1�1+ te. CGA1�1 5l6DIH90N LINES (TIP) EXISTING PARK C T.L92 2470030 E OSTING PARCEL 0 T.L9202470040 E OSTING PARCEL E T.L9202470050 CC W O Z STRANDER BLVD. PROPERTY AFTER B.S.I.P. N.T.S. WEA SOUTHCENTER LLC BINDING SITE IMPROVEMENT PLAN SURVEY IN NW 1/4, NE 1/4 AND NE 1/4, NV 1/4 O F SECTION 26, T. 23 K, R. 4 E., Vit t SV 1/4, SE 1/4, AND SE 1/4. SV 1/4 OF SECTION 23, T. 23 K, R. 4 E., V.N IN KING COUNTY, WASHINGTON. RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST ht AND RECORDED N VOLUME OF PLATE, ON PAGE RECORDS . OF KING COUNTY. WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS OWNER(S): WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. coo -PACE An Engineering Services Company. 1601 S.ean4 Aw. PH: (206) 441-1855 Sults 1000 1-(800)-945-8408 SaotU4. WA 98101 FAX (206) 448-7167 DATE 8/10/10 SCALE N/A J0B NUMBER 10609.10 CHECKED BY NC DRAWN BY FW SHEET 2 OF 9 TUKWILA PARKWAY PARCEL N NOT A PART PARCEL J PARCEL 1 PARCEL B PARCEL 1 < PARCEL M Y < aPARCEL11 to W PARCEL NF, Y 120'. !Y -,SOUTHCEN ANDOVER P PARCEL 0 PARCEL 0 1V PARCEL PARCEL F PARCEL P C PARCELPARCEL L E iI ( STRANDER BLVD. WEA SOUTHCENTER LLC BINDING SITE IMPROVEMENT PLAN SURVEY IN NW 1/4, NE 1/4 AND NE 1/4, NV 1/4 O F SECTION 26, T. 23 K, R. 4 E., Vit t SV 1/4, SE 1/4, AND SE 1/4. SV 1/4 OF SECTION 23, T. 23 K, R. 4 E., V.N IN KING COUNTY, WASHINGTON. RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 AT MINUTES PAST ht AND RECORDED N VOLUME OF PLATE, ON PAGE RECORDS . OF KING COUNTY. WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS OWNER(S): WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. coo -PACE An Engineering Services Company. 1601 S.ean4 Aw. PH: (206) 441-1855 Sults 1000 1-(800)-945-8408 SaotU4. WA 98101 FAX (206) 448-7167 DATE 8/10/10 SCALE N/A J0B NUMBER 10609.10 CHECKED BY NC DRAWN BY FW SHEET 2 OF 9 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 08108 TELEPHONE (206) 4314870 FAX (206) 4314805 EMAIL: TUKPLANI0TUKWILAWA.US BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) LEGAL DESCRIPTION (OLD) NEW PARCELS A THROUGH E OF CITY OF TUKWU BINDING SITE IMPROVEMENT PLAN NO. 108-033 RECORDED NOVEMBER 6, 2008 UNDER RECORDING NO. 20081106000242. W VOLUME 249 OF PLATS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO CITY OF TUKWILA, A WASHINGTON NON -CHARIER OP0ONAL MUNICIPAL CODE CITY BY DEED RECORDED JULY 20, 2009 UNDER RECORDING N0. 20090720001730. AND A TRACT OF LAND IN SECTION 23, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILMMETTE MERIDIAN, W KING COUNTY, WASHINGTON, THAT INCLUDES A PORTION OF THE W. H. PLUM DONATION LAND CLAIM N0. 40, AND A PORTION OF TRACT 14 OF THE INTERURBAN ADDITION TO SEATTLE, ACCORDING TD THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS. PAGE 55. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF TIE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE4 EAST, W IL METTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE NORTH 014'09' WEST ALONG THE NEST LINE OF SAID 9.0OI19O4 PRODUCED ACROSS W. K GLUM DONATION LAND CLAIM NO. 40, 408.49 FEET; THENCE 5W111 89'45'51' VEST 30 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 012'00 VEST. 217.60 FEET TO A P13IN1 OF CURVE; THENCE ON A CURVE TO THE LER 96174 A RADIUS OF 50 FEET A DISTANCE OF 79.53 FEET TO A PORT OF TANGENT: 11494E SOUTH 8040 VEST, 390.88 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT NM RADIUS OF 122.35 FEET, A INSTANCE OF 83.68 FEET TO A POINT OF COMPOUND CURVE; THENCE CONTINUE ON A CURVE TO THE LEFT WITH RA0US OF 410 FEET, A DISTANCE OF 45.96 FEET.TO A PONT OF TANGENT; THENCE SOUTH 019.38' WEST 178.75 FEET T DICE SOUTH 8725'13' EAST, 528.42 FEET TO THE TRUE POINT OF BEGINNING LEGAL DESCRIPTION (NEW) PAULi1 A THAT PORTON OF PARCEL A OF CITY OF TUKWILA BINDING SITE IMPROVEMENT PUN • N0. 1.08-033 RECORDED NOVEMBER 6, 2008 UNDER RECORDINC N0. 20081106000242. IN VOLUME 249 OF PLATS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON, LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHEAST WARIER OF SECTION 28, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M. EXCEPT PARCELS C THROUGH E OF SAID CITY OF 11.110111.ABINDINGSITE IMPROVEMENT PLAN N0. 108-033; ALSO EXCEPT THAT PORTON OF SAID PARCEL A DESCRIBED A5 FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST WAITER OF THE ' NORTHEAST QUARTER OF SECTION 28; THENCE SOUTH 0011'38' EAST ALONG THE EAST UNE THEREOF A DISTANCE OF 941.03 FEET; • THENCE 500114 8045'06' WEST 30.00 FEET TO THE NEST UNE OF ANDOVER PARK WEST AND THE POINT OF BEGINNING THENCE CONTINUING SOUTH 69'45'58' WEST A DISTANCE OF 250.00 FEET; THENCE SOUTH 001l78' EAST A DISTANCE OF 100.00 FEET; THENCE NORTH 89'45'56' EAST A OISTANCE.OF FEET 250.00 TO SAID WEST LINE OF ANDOVER PARK WEST; THENCE NORTH 0011'38' WEST ALONG SAID WEST UNE A DISTANCE OF 100.00 FEET TO THE PONT OF BEGINNING . ALSO EXCEPT THAT PORTION OF SAID PARCEL A DESCRIBED AS FOLLOWS COMMENCIN0 AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE SOUTH 0011'38' EAST ALONG THE EAST UNE THEREOF A DISTANCE OF 757.03 FEET; THENCE NORTH 89'40'24' WEST 30.00 FEET TO A POINT ON THE VEST AARON OF ANDOVER PARK NEST, SAID POINT BEING THE POINT OF BEGINNING; THENCE LEAVING SAID NEST MARGIN AND CONTINUING NORTH 894024' WEST A INSTANCE OF 293.71 FEET; THENCE SOUTH 0019'38' NEST A DISTANCE OF 154.00 FEET; THENCE SOUTH 89'40'24' EAST A DISTANCE OF 249.72 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 4100 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 901114' A DISTANCE OF 71.09 FEET TO SAID NEST MARGIN OF ANDOVER PARK WEST; THENCE NORTH 0011'38'. TEST ALONG SAID NEST LRE A DISTANCE OF 108.60 FEET TO THE POINT OF BEGINNING AND EXCEPT THAT POR1101 OF SAID PARCEL A. DESCRIBED A5 FOLLOWS COMMENCING AT 111E NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28; THENCE NORTH 804024' VEST ALONG THE NORTH LINE THEREOF A DISTANCE: OF 538.95 FEET; THENCE SOUTH 0019'30 NEST A DISTANCE Cr 144.00 FEET TO THE TRUE PORT OF BEGINNING THENCE SOUTH 89.40.24' EAST'A DISTANCE OF 230.16 FEET: THENCE 501.1171 0019'30' NEST A DISTANCE OF 402.00 FEET; THENCE NORTH 6940'24' WEST A DISTANCE OF 230.18 FEET; THENCE NORTH 0019'36' EAST A DISTANCE OF 402.00 FEET TO THE POINT OF 8EMINING. AND EXCEPT THAT PORTON OF SAID PARCEL A. DESCRIBED AS FOLLOWS 'COMMENCING AT THE NORTHWEST CORNER OF SAID SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28: BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. • LEGAL DESCRIPTION (NEW • CONT.) PARCEL A (CONT I THENCE SOUTH 0004'28' EAST ALONG THE VEST LINE THEREOF A DISTANCE OF 953.89 FEET TO THE PONT OF BEGINNING • THENCE SOUTH 89'42'24' EAST A INSTANCE OF 113.20 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'0029' A INSTANCE OF 31.42 FEET; THENCE SOUTH 001005' WEST A DISTANCE OF 142.57 FEET TO THE NOD' UNE OF PARCEL C OF CITY OF TUKWILA BINDING SITE IMPROVEMENT PLAN N0. 108-033 A5 RECORDED UNDER RECORDING NO. 20081106000247 THENCE ALONG THE NORTH, WEST AND SOUTH UNES OF SND PARCEL C THROUGH THE FOLLOWING COURSES; NORTH 89'4008' WEST A DISTANCE OF 87.39 FEET; THENCE SOUTH 0019'52' WEST A INSTANCE OF 131.93 FEET; THENCE SOUTH 804008' EAST A DISTANCE OF 87.38 FEET; THENCE LEAVING SAID SOUTH UNE OF PARCEL G SOUTH 002005' NEST A DISTANCE OF 20.04 FEET TO THE BEGINNING OF A TANGENT MIRVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 30.00 FEET; THENCE SOUTHERLY KONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5812'16' A INSTANCE OF 30.48 FEET TO THE NORM MARGIN CF 51RANOE8 BOULEVARD THENCE NORTH 8970'38' NEST ALONG SAID NORTH MARGIN A DISTANCE OF 116.26 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26; THENCE NORTH 000418' WEST ALONG SAID WEST UNE A DISTANCE OF 339.71 FEET TO THE PONT OF BEGINNING pARCA B PARCEL B OF CITY OF 7JKWLA BINDING 941E IMPROVEMENT PLAN NO. L08-033 RECORDED NOVEMBER 6, 2008 UNDER RECORDING N0, 20081108000242, IN VOLUME 249 OF PUTS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON, PARCEL C PARCEL C OF CITY OF NKWLA BINDING SITE IMPROVEMENT PLAN NO. LOB -033 RECORDED NOVEMBER 8, 2008 UNDER RECORDING NO. 20081106000247 IN VOLUME 249 OF PUTS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON, PARCEL 0 PARCEL D OF CITY OF TUKWILA BINDING SITE IMPROVEMENT PIAN N0. 108-033 RECORDED NOVEMBER 8, 2008 UNDER RECORDING NO. 20081106000247 IN VOLUME 249 OF PUTS. PAGES 77 7HROU01 84, RECORDS OF KING COUNTY WASHINGTON. PARCEL E PARCEL E OF CITY OF 1111O1IU BINDING SITE IMPROVEMENT PLAN N0. 108-033 RECORDED NOVEMBER 6, 2008 UNDER RECORDING N0 20081108000242, IN VOLUME 249 OF PLATS, PAGES 77 THROUGH 84, RECORDS OF KING COUNTY WASHINGTON, PARQl F • • THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TO1114911P 23 NORTH, RANGE 4 EAST, VIM, IN KING COUNTY, WASHINGTON. DESCRIBED A5 FOLLOWS:. COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 0011'38' EAST ALONG THE EAST 1911 THEREOF A DISTANCE OF '941.03 FEET; THENCE SOUTH 89'45'58' WEST 30.00 FEET TO THE NEST LUNE OF ANDOVER PARK WEST AND THE POINT OF BEGINNING; 114074E CONTINUING SOUTH 80'45'58' WEST A DISTANCE OF 250.00 FEET; THENCE SOUTH 0011'38' EAST A DISTANCE OF 10000 FEET; THENCE NORTH 8045'58' EAST A DISTANCE OF FEET 250.00 TO SAID NEST UNE OF ANDOVER PARK WEST: • THENCE NORTH 001l'38' NEST ALONG SAID WEST UNE A DISTANCE OF 100.00 FEET TO THE PONT OF BEGINNING. . PARCF G THAT PORTON OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WM., IN KING COUNTY, WASHINGTON. DESCRIBED A5 FOLLOWS: COUMENCING'AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF 111E NORTHEAST QUARTER OF SECDON 28; THENCE SOUTH 0011'38' EAST ALONG TIE EAST UNE THEREOF A DISTANCE OF 757.03 FEET; ' THENCE NORTH 8040'24' VEST 30.00 FEET TO A POINT ON THE NEST MARGIN OF ANDOVER PARK NEST, SAID PONT BEING THE PONT OF BEGINNING THENCE LEAVING SAID WEST MARGIN A140 601409(0440 NORTH 89'4024' NEST A DISTANCE OF 293.71 FEET; VOLUME PAGE LEGAL DESCRIPTION (NEW • CONT.) PARCEL G (CONT,1' THENCE SOUTH 001030 WEST A DISTANCE OF 154.00 FEET; THENCE SOUTH 69'4,124' EAST A DISTANCE OF 249.72 FEET TO ME BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 45.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90'31'14' A DISTANCE OF 71.09 FEET TO SAID WEST MARGIN OF ANDOVER PARK WEST; THENCE NORTH 0014'38' WEST ALONG SAID WEST UNE A DISTANCE OF 108.60 FEET TO THE PO81 OF BEGINNING PARCEL H THAT PORTON CF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: • COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28; THENCE NORTH 8940'24' WEST ALONG THE NORTH UNE THEREOF A DISTANCE OF 536.95 FEET: THENCE 501.1114 0019'38' NEST A DISTANCE CF 144.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'40'24' EAST A DISTANCE OF 230.18 FEET. , THENCE SMITH 0019'38' NEST A DISTANCE 0' 402.00 FEET: THENCE NORTH 89'40'24' NEST A DISTANCE OF 230.16 FEET: THENCE NORTH 0019'38' EAST A INSTANCE OF 402.00 FEET TO THE POINT OF BEGINNING EMICELL THAT PORTION OF INTERURBAN ADDITION TO SEATTLE ANO PORTION OF W.H. GLLLAM DONATION LAND CLAIM NO. 40 1:1IN0 SOUTHERLY OF RENTON-THREE TREE PONT ROAD AND WEST OF THE WEST UNE OF ANDOVER PARK NEST LYING WTHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST. QUARTER OF 5EC00N 23, TOWNSHIP 23 NORTH. RANGE 04 EAST, W.M., EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORM 0014'09' WEST ALONG THE EAST UNE THEREOF A DISTANCE OF 406.49 FEET; THENCE SOUTH 8045'51' WEST 30.00 FEET TO THE WEST LINE OF ANDOVER PARK NEST AND THE PONT OF BEGINNING; THENCE NORTH 0014'09' NEST ALONG SAID NEST UNE A DISTANCE OF 217.62 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 50.00 FEET; THENCE ON A CURVE TO 111E LEFT HAVING A RATXU5 OF 50,00 FEET AN ARC THENCE NORTHWEST ALONG TME ARC CF SAID CURVE THROUGH A CENTRAL ANGLE OF 9107'51' A DISTANCE OF 79.53 FEET; THENCE SOUTH 803000' WEST A DISTANCE OF 487.52 FEET TO 111E BEGINNING OF A TANGENT CURVE CONCAVE TO ME NORTH HAVING A RADIUS OF 1472.39 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THRMIGH A CENTRAL ANGLE OF 1828'08' A DISTANCE OF 423.20 FEET; THENCE NORTH 7403'54' WEST A DISTANCE OF 378.21 TO THE NEST UNE OF LOT 13 OF SAID INTERURBAN ADDITION; THENCE SOUTH 0005'08' EAST A DISTANCE OF 803.98 FEET TO THE SOUTHWEST CORNER OF SATO SUBDIVISION; THENCE SOUTH 09'40'24' EAST ALONG THE SOUTH UNE OF SAID SUBDIVISION A DISTANCE OF 330.90 FEET; ' THENCE NORTH 001036' EAST A DISTANCE OF 25.95 FEET; • THENCE SOUTH 89'40'24' EAST A DISTANCE OF 10.50 FEET; THENCE NORTH 0019'38' EAST A DISTANCE OF 14.00 FEET; THENCE SOUTH 89'40'24' EAST A DISTANCE OF 179.30 FEET. . THENCE NORTH 0019'36' EAST A DISTANCE OF 368.84 FEET. THENCE SOUTH 872513' EAST A DISTANCE OF 253.52 FEET; THENCE NORTH 0019'38' EAST A DISTANCE OF 30.02 FEET; THENCE SMITH 872513' EAST A DISTANCE OF 526.19 FEET TO POINT OF BEGINNING SITUATE IN THE CITY OF TMWLA, COUNTY O KING, STATE OF WASHINGTON. . PARCEL -J. A TRACT OF LAND IN SEC0ON 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, WIL METE 4ERIDL14, IN KING COUNTY, WASHINGTON, THAT INCLUDES A PORTON OF THE W. H. GIWAM DONATION LAND CLAIM N0. 40, AND A PORTION OF TRACT 14 OF THE INTERURBAN A001TON TO SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PUTS, PAGE 55, W KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER CF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, W KING COUNTY, WASHINGTON; THENCE NORTH 014'09' WEST ALONG THE VEST UNE OF SAID SUBDIVISION PRODUCED ACROSS W. N. GILLIAN DONATION LAND CLAIM N0. 40. 406.49 FEET; THENCE SOUTH 8945'51' WEST A DISTANCE OF 30.00 FEET TO THE PONT OF BEGINNING: THENCE NORTH 014.09' NEST, 217.82 FEET TO THE BEGINNING CF A TANGENT WRVS CONCAVE TO THE SOUTHWEST HAVING A RADIUS RADIUS OF 50.00 FEET: THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 91'07'51' A 045TANCE OF 79.53 FEET; • OWNER(S): ' WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. <PACE> An Engineering Services Company 1601 Second Ave. PH: (208) 441-1855 Suite 1000 1-(800)-945-8408 Seattle, WA 98101 FAX: (206) 448-7187 DATE 8/10/10 SCALE N/A JOB NUMBER 10809.10 CHECKED BY NC DRAWN BY FW SHEET 3 OF 9 'DI \C\9k • CITY tFTUKWILA -y� DEPARTMENT OF COMMUNITY DEVELOPMENT 8300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (208) 431-3870 FAX (208) 431-3885 E411AIL: TUKPLANS2TUKWILAWA.US BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KONG COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) LEGAL DESCRIPTION (NEW - CONT.) PARCEL J (01411 THENCE SOUTH 887800 WEST A DISTANCE OF 390.52 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 12235 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE 11150001 A CENTRAL ANGLE OF 29'4915' A DISTANCE OF 8168 FEET TO A POINT OF COMPOUND CURVE HAVING A RADIUS OF 45.00 FEET; THENCE WESTERLY ALONG 5A0 CURVE THROUGH A CENTRAL ANGLE OF 58'31'05' A DISTANCE OF 45.98 FEET; THENCE SOUTH 01916' WEST A DISTANCE OF 178.46 FEET; THENCE SOUTH 8775'13' EAST A DISTANCE OF 528.19 FEET TO THE POINT OF BEGINNING PARD K THAT POTION OF THE SOUTHEAST 1/4 OF THE SOU1NWEST 1/4 OF SECTION 23. TOWNSHIP 23 NORTH, RANGE 04 EAST. W.Y., BONG A PORTON OF BROOKVALE GARDEN TRACTS PER PLAT RECORDED IN VOLUME 10 OF PLATS. PACE 47, DESCRIBED AS FOLLOWS: COMMENCING AT THE 5(511HEA5T CORNEA OF SAID SUBDIVISION; THENCE NORTH 89'40'24' WEST ALONG THE WESTERLY PRODUCTION OF THE SOUTH UNE OF THE SOUTHWEST 1/4 OF 144E SOUTHEAST 1/4 OF SAID SECTION 23 A DISTANCE OF 217.00 FEET; THENCE NORTH 0019'36' EAST A DISTANCE OF 445.00 FEET TO THE PONT OF BEGINNING; THENCE NORTH 891024' WEST A DISTANCE OF 41831 FEET TO EAST UNE OF SOUINCENTER PARKWAY AS ESTABIJSHED BY ORDINANCE N0. 555 AND RECORDED 'UNDER AUDITORS FILE NO. 6518239 AND 181E BEGINNING OF NON -TANGENT CURVE CONCA0 TO THE SOUTHEAST FROM 1111101 THE RADIUS PONT BEARS NORTH 887338' EAST A DISTANCE OF 339.07 FEET; THENCE NORTHEASTERLY AL040 THE ARC OF SAID CURVE 1506804 A CENTRAL ANGLE OF 587559' EAST A DISTANCE OF 345.80 FEET TO THE BEGINNING OF COMPOUND CURVE HAVING A RADIUS OF 565.79 FEET; THENCE NORTHEASTERLYAL046 THE ARC OF•SAID OIRVE THROUGH A CENTRAL ANGLE OF 2811'40' EAST A DISTANCE OF 281.71 FEET TO A PONT WHIOI BEARS NORTH 001918' EAST FROM THE TRUE PONT OF BEGINNING THENCE SOUTH 001736' VEST A DISTANCE OF 385.07 FEET 10 THE PON7 OF BEGINNING. PAR EL L THAT PORTION OF THE SCUIHFAS7 1/4 OF THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., BEING A PORTION OF BR001VAIE GARDEN TRACTS PER PLAT RECORDED IN VOLUME 10 OF PLATS PAGE 47 DESCRIBED AS FOLLOWS COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NOR1H 8979'40' WEST ALONG THE SOUTH UNE OF SAID 01004500N A DISTANCE OF 8140 FEET 70 THE POINT OF BEGINNING THENCE NORTH 001936' EAST A DISTANCE OF 39.80 FEET TO THE SOUTHEAST CORNER OF PARCEL 8 OF CITY OF TUKWILA BINDING STE IMPROVEMENT PLAN NO. L08-033; THENCE NORTH 874024' VEST ALONG THE SOUTH UNE THEREOF A DISTANCE OF " 151.60 FEET TO THE 6011TH9E5T CORNER OF SAID PARCEL B; DUCE NORM 0019'38' EAST ALO046 ME WEST UNE THEREOF AND 1T5 NORTHERLY EXTENSION A DISTANCE OF 405.00 FEET; THENCE NORM 89'4024' NEST A DISTANCE OF 38885 FEET TO THE EAST MARGIN 6 SOUTHCENTER PARKWAY A5 ESTABLISHED 81 DEM UNDER RECORDING NO. 2009072000173E THENCE ALONG SND EAST MARGIN THROUGH THE mimetic COURSES SCUM 007110' VEST A DISTANCE OF 45.02 FEET; THENCE 50.1111 889017 WE57 A DISTANCE OF 10.03 FEET: THENCE SOUTH 4870.5? WEST A DISTANCE OF 22.78 FEET TO ME BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 3240 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE ,THROUGH A CENTRAL ANGLE OF 4472'13' A DISTANCE OF 25.18 FEET: THENCE SOUTH 0194'44' WEST A DISTANCE OF 357.56 FEET TO THE SOUTH UNE OF 581D SOUTHEAST 1/4 OF THE 5WTHWE5T 1/4 OF SEC104 23; THENCE SOUTH 8979'40 EAST ALONG SAID SOUTH LINE A DISTANCE OF 580.91 FEET TO ME PONT OF BEGINNING - - PAR01 M THAT PORTION OF ME NORTHEAST 1/4 CF THE NORTHWEST 1/4 OF SAID SECTION 20. TOWNSHIP 23 NORTH. RANGE 04 EAST, W.M.. AND VACATED STREETS ADJOINING DESCRIBED AS FOLLOWS: BEGINNING AT NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 0094'28' EAST ALONG THE EAST LINE OF SAD SUBDIVISION A DISTANCE OF 552.42 FEET; THENCE NORTH 891232' WEST A DISTANCE OF 28.87 FEET TO POINT N • HENCE CONTINUING NOITH 853232 115T A C.STANCE OF 307.44 FEET TO THE BEGINNING OF NON -TANGENT CURVE CONCAVE TO ME NEST FROM NOM ME RADIUS PONT OF SAID CURVE BEARS NORM 7793'53' WEST A DISTANCE OF 287.04 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE O". 84'2? A DISTANCE OF 33.88 FEET; THENCE NORM 0019'36' EAST A DISTANCE OF 8139 FEET TO THE BEGINNING OF NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST FROM 40001 THE RADIUS PONT or SAID CURVE BEARS SOUTH 8314'43' 4057 A DISTANCE OF 290.48 FEET; THENCE N0RM4E617017 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5175'48' A DISTANCE OF 250.74 FEET; 11404CE NORM 5818'09' WEST A INSTANCE OF 14859 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 19119 FEET: BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. PARCEL Al (rnN71 THENCE NORTHWESTERLY ALO140 TIE ARC OF SAID CURVE TH80101 A CENTRAL ANGLE CF' 0610'49' A DISTANCE Cr 21.98 FEET TO THE EAST MARGIN CF SOUTHCENTER PARKWAY A5 ESTABLISHED BY DEED 01IDER RECORDING N0. 20090720001730; THENCE ALONG SAID EAST MARGIN THROUGH THE FOLLOWING COURSES NORTH 00'0251' EAST A 55FANCE OF 15.87 FEET; THENCE NORTH 68'35'32" WEST A DISTANCE OF 3.43 FEET; THENCE NORM 4472'02' WEST A DISTANCE OF 17,40 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 19.10 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 4578'40' A DISTANCE OF 15.15 FEET; 11HEN0 NORTH 0171414' EAST A DISTANCE OF 113.12 FEET TO THE NORTH UNE OF SAID SUBDIVISION; THENCE SOUTH 8929'40' EAST A DISTANCE OF 626.31 FEET TO TIE POINT OF BEGINNING. EXCEPT 111E NORTH 10.83 FEET OF THE EAST 44.90 FEET THEREOF. AND EXCEPT THAT POR8ON LVONG WITHIN TE FOLLOWING DESCRIBED PARCEL; 8E0NNING AT NETBNABOVE DE5018(0 PONT N THENCE SOUTH 0019'36' WEST A DISTANCE OF 13865 FEET; THENCE NORTH 89'40224' VEST A DISTANCE OF 302.00 FEET; THENCE NORTH 001918' EAST A DISTANCE OF 23816 FEET; 1HENGE SCUM 89'40'24' EAST A DISTANCE OF 119,00 FEET, 1HE4CE NORTH 0119'38' EAST A DISTANCE OF 21.42 FEET; THENCE SOUTH 89'4014' EAST A DISTANCE OF 183.00 FEET; THENCE SOUTH 001916' VEST A DISTANCE OF 11893 FEET TO THE PONT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED. SITUATE IN THE CITY OF DJK1LLA COUNTY OF KING STATE OF WASHINGTON. PARCE N THAT PORTION OF 107 4. BLOOD 4, MCIACKDI HEIGHTS MASON NO 1 ACCORDING TO TE UNRECORDED PLAT 1HERECE TOGETHER NM VACATED STREET ADJOINING AND UN -PLATTED PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 26, TOWNSHIP 23 NORTH. RANGE 04 EAST. W.Y., DE508BED A5 FOLLOWS C010MD40NG AT NORTHEAST CORNER OF SAID SUBOVI5O4; THENCE SOUTH 000418' EAST ALO416 THE EAST UNE OF 581D SIBOI5SION A DISTANCE OF 552.42 FEET; THENCE NORTH 89'32'32' WEST A DISTANCE OF 20.07 FEET TO THE POINT OF BEGINNING THENCE SOUTH 001918' WEST A DISTANCE OF 138.05 FEET; THENCE NORTH 874024' WEST A DISTANCE OF 302.00 FEET; THENCE NORTH 0019'30' EAST A DISTANCE OF 238.16 FEET; 111ENCE SOUTH 89'4014' EAST A DISTANCE OF 119.00 FEET; THENCE NORTH 0019'38' EAST A DISTANCE OF 21.42 FEET; THENCE SOUTH 89'40'24' EAST A DISTANCE OF 183.00 FEET; THENCE SOUTH 0019'38' VEST A DISTANCE OF 11893 FEET TO THE PONT OF BEGINNING OF ME PARCEL HEREIN' DESCRIBED. SITUATE IN THE CITY OF TUKWILA, COUNTY OF IWO. STATE OF WASHINGTON. PARCFI O .THAT PORTON OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 CF SAID SECTION 20, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.Y.. AND VACATED STREETS ADJOINING LYING EAST OF THE EAST LINE OF SOUTHCENTER PARTWAY AS ESTABLISHED BY DEED UNDER RECORDING N0. 20090720001730 AND NORM OF THE FOLLOWING DESCRIBED LING - COMYEN0N6 AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 000428' EAST ALONG ME EAST UNE THEREOF ADISTANCE OF 953.89 FEET 70 ME POINT OF BEGINNING OF SAID LINE; THENCE NORM 89'4224' WEST A DISTANCE OF 602.25 FEET TO ME EAST UNE OF SAID SOUMCENTER PARKWAY AND ME TERMINUS OF THE UNE HEREIN DESCRIBED; EXCEPT THAT PORTON DESCRIBED AS 011080; BEGINNING AT NORTIEA5T CORNEA OF SND SIB01911N; THENCE SOUTH 0004'20' EAST ALONG ME EAST UNE OF SAID 918DINSI04 A DISTANCE OF 55242 FEET; THENCE NORTH 8932'32" VEST A DISTANCE OF 20.87 FEET;' THENCE SOLIDI 0019'36' WE5T'A DISTANCE OF 13805 FEET; THENCE NORTH 89'4024' VEST A DISTANCE OF 302.00 FEET; THENCE NORM 001918' EAST A DISTANCE OF 139.34 FEET; THENCE NORM 893132' NEST A DISTANCE OF 5.44 FEET TO THE BEGINNING OF NON -TANGENT CURVE CONCAVE TO ME WEST FROM 4401401 THE RADIUS POINT OF SAID CURVE REARS NOM 7793'53' WEST A DISTANCE OF 287.94 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE DIROU01 A CENTRAL ANGLE 0' 8'44'2? A DISTANCE OF 33.88 FEET; VOLUME PAGE pARCi . 0 (00171 THENCE NORTH 0019'30' EAST •A DISTANCE OF 63.39 FEET TO THE BEGINNING OF NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST FROM 161101 THE RADIUS PONT CF 5A10 CURVE BEARS SOUTH 8314'43' VEST A DISTANCE OF 290.46 FEET; 11-1ENCF NORTHWESTERLY ALONG THE ARC OF SAI0 O1R0 THROUGH A CENTRAL ANGLE OF 512518' A DISTANCE OF 260.74 FEET; THENCE NORTH 581809' WEST A DISTANCE OF 148.59 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 193.19 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 061019' A DISTANCE O. 21.98 FEET TO THE EAST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED BY DEED UNDER RECORDING NO. 2009072000173E THENCE ALONG 5810 EAST MARGIN THROUGH THE FOLLOWING COURSES NORTH 0092'51' EAST A DISTANCE OF 15.87 FEET; THENCE NORM 8875'32' WEST A DISTANCE OF 3.43 FEET; 11ENCE NORTH 4472'02' WEST A DISTANCE OF 17.48 FEET TO ME BEGINNING OF A TANGENT 0109E CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 19.10 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 4528'46' A DISTANCE OF 15.15 FEET: THENCE NORTH 0194'44' EAST A DISTANCE OF 113.12 FEET TO THE NORTH LINE OF SAID SUBDIVISION; THENCE SOUTH 897910 EAST A DISTANCE OF 626.31 FEET TO THE PONT OF BEGINNING SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. PARCEI P THAT PORTION OF THE NORTHWEST QUARTER OF 111E NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. 4A11GE 4 EAST. W.M.. IN KING COUNTY. WASI-0467014. 0050RBED A5 FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 009428' EAST ALONG 111E VEST UNE THEREOF A DISTANCE OF 953.89 FEET TO THE POINT OF BEGINNING HENCE SMITH 89'42'24' EAST A DISTANCE OF 11320 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE SOUTHEAST HAVING A RADIUS OF 20.00 FEET: THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900729' A DISTANCE OF 31.42 FEET: THENCE SOUTH 007005' NEST A DISTANCE OF 142.57 FEET TO THE NORTH LINE OF PARCEL C OF CITY OF TUKWILA BINDING STE IMPROVEMENT PLAN 140. L08-033 A5 RECORDED UNDER RECORDING N0. 20081106000242, THENCE ALONG THE NORTH, WEST AND 60115 CURES OF SAID PARCEL C THROUGH THE FOLLOWING COURSES NORTH 89'40'08' NEST A. DISTANCE OF 67.39 FEET; THENCE SOUTH 0019'52' NEST A DISTANCE OF 131.93 FEET; THENCE SOUTH 89'4008' EAST A DISTANCE OF 67.30 FEET; THENCE LEAVING SAID SOUTH UNE OF PARCEL C, SOUTH 007005' VEST A DISTANCE OF 20.04 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 30.00 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 1HRQU01 A CENTRAL ANGLE OF 5812'16' A DISTANCE OF 30.48 FEET TO THE NORTH MARGIN OF 5TRANOE1 BOULEVARD; THENCE NORTH 897036' WEST ALONG SAID NORM MARGIN A DISTANCE OF 115.25 FEET; THENCE CONTINUING ALONG 5A10 NORM MARGIN NORM 891509' NEST A DISTANCE OF 243.93 FEET TO THE BEGINNING OF RIGHTS OF WAY FOR 5TRANDER BOULEVARD AND 50UMCENTEA PARKWAY AS ESTABLISHED BY DEED UNDER RECORDING 440. 20090720001730; THENCE ALONG SAID RIGHTS OF WAY THROUGH ME FOLLOWING COURSES; NORTH 822311' VEST A DISTANCE OF 76.21 FEET: THENCE NORM 87'45'03' NEST A DISTANCE OF 108.58 FEET; THENCE NORTH 697711' VEST A DISTANCE OF 135.10 FEET TO THE BEGINNING OF A TANGENT 01097 CONCAVE TO ME NORTHEAST AND HAVING A RADIUS OF 35.31 FEET; THENCE NORTHEASTERLY ALONG SAID 0112VE THROU01 A CENTRAL ANGLE OF 86715? A DISTANCE OF 54.52 FEET; THENCE NORM 003909' WEST A DISTANCE OF 290.38 FEET; HENCE LEMING SAID RIGHTS OF WAY, SOUTH 89'42'24' EAST A INSTANCE OF 80225 FEET -70 THE POINT OF BEGINNING 'N SITUATE IN THE OTT OF TUKWILA. COUNTY OF KING STATE OF WASHINGTON. OWNER(S): WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. (PAC) An Engineering Services Company 11255 KIrWRnd Way PH:. (425) 627-2014 Salta 300 1-(800)-945-8408 Kirkland, WA 98033 FAX: (425) 827-5043 DATE 8/10/10 SCALE N/A JOB NUMBER 10609.10 CHECKED B1 NC DRAWN 81 FW SHEET 4 OF 9 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 88188 TELEPHONE (206) 431-3670 FAX (206) 431-3865 EMAIL: TUKPLANATUKWILAWA.US BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KONG COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) GENERAL NOTES AND EASEMENTS: PURPOSE: THE PURPOSE OF THIS BSP IS TO ACCOMMODATE THE DIVISION OF LAND FOR THE PURPOSE OF 111E SALE OR LEASE OF PROPERTY WITHIN AN INTEGRATED COMMER0AL CENTER, WITCH ALLOWS CERTAIN ZONING STANDARDS (INCLUDING BUT NOT UNITED TO MINIMUM PARKING, SETBACKS LANDSCAPING, LOT AREA. LOT DIMENSIONS, AND SO4 REGULATIONS) ON ME INDIVIDUAL PARCELS TO BE MODIFIED, PROVIDED THAT ME STANDARDS OF THE ENTIRE CENTER ANE MET ZONING STANDARDS APPLY TO THE INTEGRATED SITE AS A WHOLE. NOT CONSIDERING INTERIOR LOT LINES . EMERGENCY ACCESS MERE 15 HEREBY GRANTED AND CONVEYED TO ME TUKWILA FIRE DEPARTMENT AND TO EMERGENCY RESPONSE VEHICLES OF ANY OTHER JURISDICTION. RESPONDING TO A FRE OR 0111ER EMERGENCY ON ANY PORTION OF THE PROPERTY, A PERPETUAL NON-EXCLUSIVE EASEMENT FOR EMERGENCY ACCESS, INGRESS EGRESS AND ME PASSAGE OF VEHICLES TO NEW PARCELS A THROUGH P. MIS EASEMENT SHALL EXIST IN PERPETUITY AND RUN WITH 111E LAND. ' ACCESS, PARKING. AND MAINTENANCE: MERE 15 HEREBY GRANTED AND CONVEYED TO EACH OF PARCELS A THROUGH P, A PERPETUAL NON-EXCLUSIVE EASEMENT FOR VEHICULAR AND PEDESTRIAN ACCESS, INGRESS. AND EGRESS TO AND FROM PUBLIC STREETS TO EACH NEW PARCEL MERE I5 FURTHER GRANTED AND CONVEYED TO EACH OF NEW PARCELS A THROUGH P, AN EASEMENT FOR ACCESS TO EACH OTHER PARCEL AS NECESSARY OR REASONABLY APPROPRIATE FOR PURPOSES OF PARKING, PARKING LOT MAINTENANCE. AND LANDSCAPE MAINTENANCE UPON THE CONVEYANCE OF ANY NEW PARCEL. THE OWNER SHALL (1) GRANT EASEMENTS A5 NECESSARY TO SERVE ANY NEW PARCEL NTH UTU1105, SUBJECT TO PROVISIONS FOR UTIUTY LOCA110N, MAINTENANCE. COST-SHARING AND RESTORATION OBLIGATIONS AND (2) ENTER WTO AN AGREEMENT NTH ME PARTY ACQUIRING THE NEW PARCEL ASSIGNING RESPONSIBIUTY FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF PARKING LOT AREAS PEDESTRIAN CONNECTIONS AND LANDSCAPING TIN 114E NEW PARCEL BEING CONVEYED. THESE EASEMENTS SHALL RUN NM THE LAND, SUBJECT TO REVISION. CLARIFICATION. OR UMITA110N BY WRITTEN AGREEMENT OF ME OWNERS OF THE AFFECTED NEW PARCELS PROVIDED THAT EACH NEW PARCEL CONTINUES TO HAVE ACCESS TO THE OTHER NEW PARCELS A5 PROVIDED /HERON AND APPROVAL IS OBTAINED BY THE 010 OF TUKWILA. ME 10 -FOOT 140 -BUILD EASEMENT ACROSS PARCEL A 15 HEREBY CONVEYED FOR THE BENEFIT OF PARCEL E. SAID NO BUILD EASEMENT SHALL ACT A5 A PROPERTY UNE FOR TIE PURPOSES ' OF MEETING BUDDING CODE S101 EASEMENT AREA SHALL BE MAINTAINED A5 A CLEAR AREA FREE OF 414?"STRUCTURE.. AS THAT TERM IS DEFINED IN THE INTERNATIONAL BUDDING CODE, 2008 EDITION, SEC110N 202. NOT %ATHSTARDNNG TI0. FOREGOING. NOTHING SHALL PRECLUDE ME FEE OWNER OF PARCEL E FROM USING ME EASEMENT AREA FOR UTILITIES DRIVEWAYS, WALKS. LANDSCAPING AND PARKING AREAS. OR FROM GR0TING ADDITIONAL EASEMENT RIGHTS TO THIRD PARTIES THAT ARE NOT INCONSISTENT NTH ME PROV190N5 HEREIN. GENERAL NOTES AND EASEMENTS: 515.E POLICY N4AME& NCS -345929 -NY BY FIRST AMERICAN 111LE INSURANCE COMPANY SU8OVI90N GUARANTEE EFFECTIVE DATE: APRIL 27, 2010 (FOURTH REPORT): THE LEGAL DESCRIPTIONS FOR THE INDIVIDUAL PARCELS NUM THE SITE REPRESENTED BY THIS 81NDNG STE IMPROVEMENT PIAT %ERE OBTAINED FRO4.SAI0 REPORT. 1J REPRESENTS LOCATABLE ITDA5 FROM SAID REPORT (SUCH A5 EASEMENTS) HARING AN EFFECT ON ME SUBJECT PROPERTY ARE 910814 014 MIS PLAT A5 FOLLOWS' . 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NFORMATION:FEBRUARY 28. 1982 UNDER RECORDING NO 5391852 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY, A WASHINGTOWCORPORARON, ITS SUCCESSORS AND ASSISTS FOR TELEPHONE AND TELEGRAPH MMES (1400 MUTABLE) • 15. ME TERMS AND PROVISIONS CONTAINED IN ME DOCUMENT ENTITLED MUTUAL BENEFICIAL ACCESS AGREEMENT. EXECUTED BY AND BETWEEN SOUNICE ITER CORPORATION AND SEATTLE FIRST NATIONAL BANK RECORDED FEBRUARY 15, 1983 AS INSTRUMENT NO 5544845 OF OT10AL RECORDS • 17. CONDEMNATION IN KING COUNTY SUPEIOR COURT BY 111E STATE OF RA91407011. Cr RIGHTS OF ACCESS TO STATE HIGHWAY AND OF UGIT, VIEW AND AN BY DECREE ENTERED AUGUST 19, 1983, CAUSE N0. 8010. A5 MODIFIED BY THAT GOWN DEED FORM THE STATE OF WASHINGTON DATED JUNE 25, 1985, AND RECORDED .UNE 26, 1985, UNDER RECORDING NO 8508260537. SAID DEED CO4TAIN5 THE FOLLOWING REOTALT11E COMPLETE CONSTRUCTION AND NANTENANOE COSTS OF SAID APPROACH SHALL BE THE SOLE RESPONSBUTY OF THE GRANTEES MELT SUCCESSORS OR ASSIGNS (NOT P100460E) • Q19 EASEMENT, INCLUD1G' TERMS AND PROVISOES CONTAINED THEREIN CORDING INFORMATION: FEBRUARY 18. 1988, UNDER RECORDING 140. 5990907 IN FAVOR OF. CITY OF TUKWILA FOR: UOUOES ® EASEMENT. N0.U0N0 ERNS AND PROVISIONS CONTAINED THERESA RECORDING INFORMATION: MARCH 15. 1988. UNDER RECORDING N0, 5999600 IN FAVOR OF. CITY OF TUKWILA, A MUNICIPAL CORPORATION. ITS SUCCESSORS AND ASSIGNS • FOR UTILITY UNE5 FOR WATER, SEWER POTTER, TELEPHONE AND TELEGRAPH (TERMINATED BY DOCUMENT IN 20070618000339) Q EASEMENT. INCLUDING TERMS AND 0601014885 C0NTANED THERON RECORIXNG INFORNATION:MARCH 11, 1988, UNDER RECORDING 140. 5999001 • IN FAVOR OF. PACIFIC NORTHWEST BELE TELEPHONE COMPANY. A WASHINGT04 CORPORATION, ITS SUCCESSORS AND ASS04S FOU TELEPHONE ANO TELEGRAPH LINES . BINDING SITE IMPROVEMENT PLAN FOR . WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. GENERAL NOTES AND EASEMENTS (CONT.): ME TERMS, PROVISIONS AND EASEMENT(5) CONTAINED IN 111E DOCUMENT ENTITLED EASEMENT AGREEMENT' RECORDED MARCH 31, 1980. A5 RECORDING NO 6008285 OF OFFICI0 RECORDS DOCUMENT(5) DECLARING MODIFICATIONS THEREOF RECORDED JUNE 25, 1985, AND DECEMBER 21, 1987. AS RECORDING NOS. 8506261582 AND 8712211264 OF OFFIOAL RECORDS. THE INTEREST OF SOUTHCENTER SHOPPING CENTER CORPORATION, A WASHINGTON CORPORATION. 15 NOW HELD BY WEA 5WTHCENTER, LLC. PURSUANT TO ASSIGNMENTS RECORDED JUNE 28, 1985, DECEMBER 17, 1985, AND JULY 1, 1999, UNDER RECORDING NOS 8508281585. 8512171134 AND 19990701001220. THE INTEREST OF BONC04 CORPORATION, A WASHINGTON CORPORATION. 15 NOW HELD BY ALLIED STORES GENERAL REAL ESTATE COMPANY, PURSUANT TO A5SIGN4ENT5 RECORDED OCTOBER 7, 1987 UNDER RECORDING NO. 8710070516. ME TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 'FOUR PARTY ' ENCROACHMENT AGREEMENT, EXECUTED BY AND BETWEEN SOUTHCENTER SHORING CENTER CORPORATION, BONOOM CORPORATION. AWED STORES CORPORATION AND CONNECTICUT GENERAL LIFE INSURANCE 001,10ANY. RECORDED NOVEMBER 8, 1968, A5 INSTRUMENT 140. 6431698 OF OFFICJAL RECORDS 000440NT(0) DECLARING MOOFICARONS THEREOF RECORDED DECEMBER 21, 1987, A5 RECORDING 140. 8712211203 OF comm. RECORDS THE INTEREST OF SOUTHCENTER SHOPPING CENTER CORPORATION. A WASHINGTON CORPORATION. IS NOW HELD BY WEA SOUMCENTER, LLC, PURSUANT TO ASSIGNMENTS RECORDED JUNE 26, • 1985, DECEMBER 17, 1985, AND JULY 1, 1999, UNDER RECORDING NOS 8506281585. 8512171134 AND 19990701001220. THE INTEREST OF BONCOM CORPORATION, A WASHINGTON CORPORATION, 15 NOW HELD BY AWED STORES GENERAL REAL ESTATE COMPANY, PURSUANT TO A59GNMENT5 RECORDED OCTOBER 7, 1987, UNDER RECORDING N0, 8710070518. 27. EASEMENT, INCLUDING 1ERE15 AND PROVI9045 CONTAINED THEREIN: RECORDING INFORMATIOMN:MAY 1ST 1969. UNDER RECORDING N0. 8511065 IN FAVOR OF: PUGET SOUND POTTER & UGHT COMPANY /FOUR: UTIUTY AND SERVICES (NOT LOCATABLE) T[q CORDING INFORMATION, JANUARY 7, 1972, UNDER RECORDING 140. 7201070397 EASEMENT, INCLUDING NEWS ANO PROV190N5 CONTAINED HERON: IN FAVOR OF: TONT OF TUKNLA, A MUNICIPAL CORPORATION. ITS SUCCESSORS AND ASSIGNS FOR: UNDERGROUND WATER, SEWER, DRAINAGE. ELECTRIC POWER, GAS TELEPHONE AND /RAAIILROAD SPUR CROSSING [[y CORDING INFORMATION: .LILY 12. 1974, UNDER RECORDING NO 7407120474 EASEMENT, INCLUDING TERMS AND PRONSONS CONTAINED THEREIN: N FAVOR OF: CITY OF TUKWILA A MUNICIPAL CORPORATION FOR UTUTIES EASEMENT, INCLUDING TERMS AND PROVISOES CONTAINED THERON: CORDING INFORMATION: JANUARY 3, 1975, UNDER RECORDING NO 7501030287 IN FAVOR OF: PACIFIC NORTHWEST BELL TELEPHONE COMPANY. A WASHINGTON CORPORATION. ITS SUCCESSORS AND ASSIGNS FOR. UNDERGROUND COMMUNICATION MMES MANHOLE AND CONDUIT • 31. RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHTS TO TAUT, VIEW AND AIR, TOGETHER MM ME RI0105 OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON: 60006001.1405E440E6 23. 5977 RECORDING N0: 7711230839 (NOT LOCATABLE) 6EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THERON: COROING INFORMATION: NOVEMBER 23;1977. UNDER RECORDING N0. 7711230841 04 FAVOR OF: STATE OF WASHINGTON AND ITS ASSIGNS FOR. LOOP DETECTOR EASEMENT, INCLUDINGTERNS AND PROVISIONS CONTAINED THEREIN:QCORDING INFORMATION: JANUARY 7, 1981. UNDER RECORDING N0. 810107048/ ' IN FAVOR OF: PUGET =ND POKER AND UGHT COMPANY. A WASHINGTON CORPORATION FOR ELECTRIC 1609 059014 AND/OR DISTRIBUTION SYSTEM ® EASEMENT, DELUDING TERMS AND PROVISIONS CONTAINED THERON: R CORDING INFORMATION: APRIL 2, 1984. UNDER RECORDING NO 8404020325 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR ELECTRIC 1RAN914SSON ANO/CR DISTRIBUTION SYSTEM THE TERMS AND PROM9045 CONTAINED SA 111E DOCUMENT EN1111ED '9409ORANOUM OF FOUR -PARTY AGREEMENT FOR RECOROM0, EXECUTED BY AND BETWEEN SOUMCENTER SHOPPING CENTER CORPORATION, BONCOM CORPORATION. AWED STORES CORPORATION AND CONNECTICUT GENERAL LIFE 045URANCE 0014PAR1, RECORDED JUNE 28. 1885, A5 INSTRUMENT N0. 8508281578 OF OFFICIAL RECORDS 000UMENT(5) DECLARING MODOCARONS THEREOF RECORDED JUNE 28. 1985, DECEMBER 21. 1987. FEBRUARY 19, 1991, AND JULY 1. 1999, A5 600060NG NOS 8506281579, 8712211262, 9102190007 AND 19992701001220 OF OFFKSAL RECORDS DOCUMENT DECLARING MODIFICATIONS THEREOF RECORDED SEPTEMBER 29. 2008, AS RECORDING 140. 20000929002120 OF OFFICIAL RECORDS 37. TERMS COVENANTS CONDITIONS AND RESTRICTIONS AS CONTAINED 04 RECORDED LOT UNE ADJUSTMENT (BOUNDARY UNE REVISION) 87-8-81.A ' RECORDED DECEMBER 29, 1987 RECORDING INFORMATION: 8712291101 (NOT LOCATABLE) • VOLUME PAGE GENERAL NOTES 8, EASEMENTS (CONT.): 39. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION "MARCH 13, 1990, UNDER RECORDING NO. 9003130433 IN FAVOR OF CITY OF TUKWILA, A MUNICIPAL CORPORATION FOR STREET TRAFFIC CONTROL IMPROVEMENTS QEASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: CORDING INFORMATION. DECEMBER B, 1992, UNDER RECORDING NO. 9212081832 IN FAVOR OF U.S. WEST COMMUNICATIONS, INC., A COLORADO CORPORATION FOR. TELECOMMUNICATIONS FACIU0E5 (NOT LOCATABLE) 49. ME TERMS AND PROLUSIONS CONTAINED IN THE DOCUMENT ENTITLED 'STORM DRAINAGE MAINTENANCE PLAN' RECORDED AUGUST 29. 2002 AND 4ARCN 13, 2003 AS RECORDING 140.'5 20020829001354 AND 20030313001997 OF OFFICIAL RECORDS. (NOT P101100LE) 50. RESTRICTIONS, CONDITIONS. DEDICATIONS, NOTES, EASE4ENTS AND PROVISIONS IF MAY A5 CONTAINE0 AND/OR DELINEATED ON THE FACE OF THE BINDING SITE PLAN FILE NO. 103-016 RECORDED MAY 30, 2003 UNDER RECORDING NO 200.10530001409, IN KING COUNTY, WASHINGTON. (EASEMENTS ARE PLOTTED PER EXCEPTIONS 19, 28, 29. 30, 39 AND 41 ABOVE) EASEMENT, INCLUDING TERMS AND PRO1SIO45 CONTAINED DEMON: ECORDING INFORMATION JUNE 19, 2007, UNDER RECORDING 140. 20070819000337 IN FAVOR OF. ME CITY OF TUKWILA. WASHINGTON, A WASHINGTON NON -CHARTER OPTIONAL MUNICIPAL CODE QTY. FOR. PUBUC SANITARY SEWER EASEMENT QEASEMENT, INCLUDING TERMS MID PROVISIONS CONTAINED THEREIN: CORDIN0 INFORMATION. JUNE 19, 2007, UNDER RECORDING N0. 20070819000340 IN FAVOR OF. THE CITY OF TUKWILA, WASHINGTON, A WASHINGTON NON -CHARTER OPTIONAL MUNICIPAL GODS 0TY FOR MAINTENANCE, OPERATION. REPAIR, A142 REPLACEMENT OF THE TRAFFIC SIGNAL LOOPS 80. EASEMENT, INCLUDING TERMS AND PROVI90NS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 27, 2007, UNDER RECORDING NO. 20070927000580 IN FAVOR OF PUGET SOUND ENERGY, INC. A WASHINGTON CORPORATION F014 TRANSMISSION, DISTRIBUTION, AND SALE OF ELECTRICITY (EASEMENT 15 NOT LOCATABLE) EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THERON. CORDING INFORMATION. APRIL 24, 2006 UNDER REC. N0. 2000424001838. N FAVOR OF THE CITY OF TUKWILA, WASHINGTON, A WASHINGTON NON -CHARTER OPTIONAL MUNICIPAL CODE CITY FOR STREET FRONTAGE IMPROVEMENTS ALONG ANDOVOR PARK WEST, SANITARY SEWER FACTURES STORM DRAINAGE FACTURES AND OTHER WRITES. EASEMENTS RECORDED MARCH 11, 1968 AND JANUARY 7, 1972 UNDER RECORDING N0.'5 5999600 AND 7201070397 WERE TERMINATED. REPLACED AND SUPERSEDED BY THAT CERTAIN EASEMENT RECORDED JUNE 19, 2007 UNDER RECORDING NO. 20070819000339. THE ABOVE SAID AMENDED AND RESTATED STREET FRONTAGE IMPROVEMENTS AND UTILITIES EASEMENT REPLACES MAT CERTAIN EASEMENT RECORDED JUNE 19. 2007 UNDER RECORDING NO 20070619000339. QEASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN CORDI140 INFORMATION. DECEMBER 12, 2008, UNDER RECORDING NO. 20081212000814 IN FAVOR OF. CITY OF TUKWILA, A MUNIOPAL CORPORATION FOR - WATER METER AND WATER LUTES. IPEASEMENT. INCLUDING TERMS MND PRO090N5 CONTAINED THEREIN. RECORDING INFORMATION APRIL 4, 1967 UNDER 600086NG NO 8158101. N FAVOR OF PACIFIC NORTHWEST BELL TELEPHONE COMPANY. A WASHINGTON CORPORATION. FOR UNDERGROUND TELEPHONE CONDUIT TOGETHER NM ALL APPURTENANCES AFFECTS (PARCEL B). QEASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: OR0ING INFORMATION AUGUST 19, 1999 UNDER RECORDING NO. 19990819001534.. IN FAVOR OF. PUGET SOUND ENERGY, INC, A WASHINGTON CORPORATION. FOR UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY. AFFECTS (PARCEL B). fiRIGHT OF WAY DEDICATION TO ME CITY OF TUKWILA. INCLUDING THE WRITS AND VISI0N5 THEREOF: RECORDED: JULY 20, 2009 8000004640 140.: 20090720001730. NOTE: SEE 94EET 9 FOR SURVEY NOTES • OWNER(S): WEA SOUTHCENTER, LLC 11601 WILSHIRE BLVD. 11TH FLOOR PHONE: LOS ANGELES, CA 90025 An Engineering Services Company 11255 Kirkland Way - PH: (425) 827-2014 Salta 300 1-(800)-945-8408 Kl4and, WA 98033 FAX (425) 627-5043 DATE 8/10/10 SCALE N/A JOB NUMBER 10609.10 CHECKED BY NC DRAWN BY FW SHEET 5 OF 9 'DU .22 7. 32 7., `.r CIN OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 8300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98189 TELEPHONE (208)4314870 FAX (208) 4314885 E-MAIL• TUKPLANOITUKWILAWA.US BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) /ce A -UNE BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. 8 SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN TONG COUNTY, WASHINGTON. CORUTED CENTER OF SECTION 23 FRO/ MOWS RECORDED SORTS g 8 $ �~ PEA 0e, Ong eg IL. SR -405 24•00 ,42 PARCEL K 38•E(R) 6189'40'24•W 415.31' 2540 CO 40}00 IX 1 a . . .:, T Z U I-- 2538,-00 38 00 0 K 2* r-- -ND. 2' BRASS CAP 1W 8. OA. CONC. WON. AT 5W CORI4ER 253640038+%O SECTION 23. 1 38 34 00 500'21'10•W 45.87 (42.04' DEED) 58800,19•W 10.03' S45'30'57•W 22.78' 0444'32'1Y R-32.40 L-2918 380.85' PARCEL L RIGHT OF WAY PER DEED 61EC. /20090720001730 LAT 31 11 11 wF.920000812125WOBi LOT 30 18' • 27 EASEMENT A.F. /20081212000814 ELECT. ESA/ A.F. /8404020325 m T.1. ND. 1107200292 . (NOT A PART) P.O.B. PARCEL K PLAT 101E (ITP) DETAIL p SEE OPPOSITE TL NO. 2470020 7.L N0. 3697000245 (NOT A PART) TA. NO. 369700024/3 ®®1® (NOT A PART) FW' -PARTY ENCROACHMENT Na9'10'2CW EEMEN7 AF. /8431898 (HATCHED AREAS) 7 .. LOT 13 22f9fmG PARKING 132 00 4 I I T T 1 .. I SOUTH UNE SW I/O 23-23-4 NORM UNE NW 1/4 28-23-4 044528'40' R-19.10 N447.L-15.15 17.48' T'W 17.48' 3.43'N88''32•W 3'u R-193.19' 15.87 L-21.98 048'30'{8' N89R9'40W 560.91\8 828.31' \\ 'GRAPHIC SCALE 100100 200 0 ITMT1d 11.1111. ( IN FEET ) 1 Inch - 100 Ft. 40. 120 TRAFFIC DOlAL 00P DETECTOR EASEMEN 0070619000340 N0002'S1•E WARIER CORNER FALLS IN BUILDING. LOCATION IS PER YARIWS SURVEYS AND PLAT OF ANDOVER INWSIPoAL PARK. THIS INFORMATION CHECKS 1HE COSTING 1/18TH CORNER TO THE EAST PARCEL N CONTINUED ON SREET 8 Y n N � K`? 589'40'24•E 330.90 22157TN0 9A06 0 1, BOIIDING T.L N0. 2623049088 8 (NOT A PART) lg 1189'4024•W 589'40'24TE 179.30' �TGNII.IB 228.00' 89'40 24 14.•' 589.40'24•E 001r38'E 2995 .862 •W 10. 8U2DING FOOTPRINT AREA - 3984,450 S0. FT. CONTINUED ON SHEET 7 .1 1 \ NWTI1 UNEi/{ \\ SEG 28-233 -4 ',NORTH UNE NE 1/4 EXTENDED WEST -N89'W 24'W LEGEND: • FOUND CASED MONUMENT ESM'T - CALC. A.F. - ELECT. - REC. - VOLUME PAGE CENTER ONES PROPERTY UNES LOT ONES (PER ASSESSOR) PLAT UNE 51J801V19011 LINE EASEMENT ONES RIGHT-OF-WAY LINES PROPOSED BW156105 E709TNG 81±1.01905 EASEMENT CALCULATED .DIMENSION AUDITOR'S FILE NUMBER ELECTRIC TEIEPHONE 021AIL 91 90019'38- 10.83' OWNER(S): WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD. 11TH FLOOR PHONE: LOS ANGELES, CA 90025 SPACE An Engineering Services Company 1801 Second Ave. PH: (208) 441-1855 SAM 1000 1-(800)-945-8408 Seattle. WA 98101 FAX (206) 448-7187 DATE 8110/10 SCALE 1•=100' JOB NUMBER 10809.10 CHECKED BY NC ORAWN8Y FW SHEET 6 OF 9 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 83008OUFHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (206) 431-3870 FAX (206) 431-3885 . E-MAIL: TUKPLANQTUKWILA.WA.UB BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER TONG COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) 1111 4. AEA 09� 1111111"11111111111111111111 -` �'4 0 �� 437,6` TU 98,8 _ - --8- 4R/a4, y - -+-, - 8 8 (0 W w ffi81MG z BAHNUNG 0 0 W z z `\` 7.1. N0. 3597000245 (NOT A PART) LOT 10 O U 4'•18428'08' \i Li REC. 18803140908, 18803140909 8 98803140910 5872513.E ti 1 - I S 'LL NO. 9897000248 ®®1® (NOT A PART) FOU -PARTY ENCROACHMENT N89'40'2{'W lRMENi A.F. /8431898 (HATCHED MEAS) 7.-- / S88'40'24'2 33090' 8 589'40'24.E 179.317 253.57 0-10 0 =win \ 3 I4.oD' WCT8 . «'NA, saa10.90'40' 4'E BUIDING . 89'41724 W• 7.1. NO.. ;7 25.9 2823049088 . 8, 8 (NOT A PART) - 10' 4189.40'24'W 226.00 7.L N0. 9202470010 BUILDING FOO1PR94T AREA 8984,450 50. FT. GRAPHIC SCALE 100 loo zoo ( IN FEET ) 1 inch = 100 ft. PARCEL A 1465.94' N89'40'24'W N 1333.79' TOTAL SUB. 3, ?;8 0.B. PARCEL H 589'40'24'2 BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. 8 SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. FNO. 3/4' BRASS PWG IN CONC. STA 30+43.15 N STA. 50+00 E/8 - -9"Nr8PEGRE 8Alp- S- - N 8 :: •3Broo'w 549.31 588'38'00'8 487.52' 88 � 3D oo 7/R50.00' _ll $ 5.29'49'15' R-122.35' 1-63,68' X4.58.31.05• 8-45.00' PARCEL J 145.96' ,-ACCESS RIGH13 AWED/ENT /7,- A.F. N0. 554494 513725'1 TE -30.575-T (580'40'8 390.58 DEED)• PNB TELE. ESM'TJ 6.910751. REC. /6158101 R-50.00' L-79.53' No019'380E 30.02' PARCEL 1 T.1. NO. 0597000240 JOUSTING MERRVYN'S BUILDING TELE EOM'T REF N0. 5391852 B' 17 PSE ESLYT REC. 9 19990819001634 9' (52652.42'8.1 0220) LOT 14 230.18• PARCEL H =SEW INRIDING JO7SN 8 NG 8 )BUILDING CONTINUED ON SHEET 9 iI II36.00 ® 1 NO. 5982/IJ13 ®5'2514'7 R26Nb1 o IC 9PROVEMNETS& MUTES J1 '�REF 9 2008424001635.001_ =11 m U •�1,11 iIR®1� 13.1a it 24 00iy '21' X 35' TELE ESIIFT. it A.F. /9212081832 I42.00' 1. • 78 I £I0 28 00 Rl S39 45'51 W 30.00' 42.00 END. CASED r BRASS CM NE CORNER. NW 1/4, NE 1/4 OF 5ECBON 26 1II ®1 5• TELE EWE 1 N AF. 95999801./ 1 Il I II20 }001 IL 1 I 8IL SEE • IE SOUTH LINE SE 1 1/4 2}2}1 NORM UNE NE 1/4 26-23-4 F F-10.00• 30.00 VOLUME PAGE LEGEND: ® FOUND CASED MONUMENT / ////////// CENTER ONES PROPERTY UNES LOT UNES (PEN ASSESSOR) RAT UNE 58807.19ON UNE EASEMENT LINES RIGHT-OF-WAY ONES PROPOSED BUILDINGS EXISTING BUILDINGS " ESMY EASEMENT CALF CALCULATED DIMENSION AF. 9 AUDITOR'S FILE NUMBER ELECT. ELECTRIC TELE TELEPHONE 261AL j, PARCEL 1 1 I 50695 1\ NRD4'0(W9' \ PARCEL A - 30. N89'4024'W 3000' ` 1 \-/-- NW CDR. / NE 1/4. ?e-6- 2}3- 4 OWNER(S):. WEA SOUTHCENTER, LLC & BANK OF AMERICA, N.A. PACE An Engineering Services Company 1601 Satan4 A•. PH: (208) 441-1855 56.14 1000 1-(800)-945-8408 5418164. WA 88101 FAX. (208) 448-7187 DATE 8/10/10 SCALE 1'=100' JOB NUMBER 10609.10 CHECKED BY NC DRAWN BY FW . SHEET 7 OF 9 9 1 xc -Cl7k '4. '. %' A• '_o `'# 6 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE (208) 4314870 FAX (206) 4314685 E-MAIL: TUKPLAN09TUKWILA.WAUS BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KING COUMY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. LOB -033) 4G, 121' TRAFFIC SIG AL ^Y.00P DETECTOR EASEYEN 20070819000340 ig 4,439 N00'2'51 2 45.97' _.Ti o r65 654'01'E 4.05' b - I 251732'E' 42.44' II Q C R-287.94'' 1-33.88' 68'44'27'' PORTON PARCEL M - N8972'32'W 5.44'. [mx l;^ PARCEL 0 RIGHT OF WAY PER DEED REG /20090720001730 II 00'59'09'W 33.11' CONTINUED ON SHEET 6 PARCEL M MEIING Lau. BUILDING tiro,l1' 9'40'24 119.00'. 589'40'24'E 183.00' 110019'38'E 21.42' ffi@DNC 36689 BUILDING 889'32'32'W 302.00' PARCEL N P.O.B. PARCEL N PONT A. 11874224'W II ®WATER EASEMENT I AF. /20081212000814 PARCEL P .II 11 IIELECT. E5M'T A.F. 0101070484 15'14 38' SEWER ESM'T 6.887757' REC. # 20070619000337 R.35.31 1-54.52 N892711'W N87Y503'W N8223'51'W 135.10' 1p8.58'�1c78.21' 602.25' 30200' K4 BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. . IN KING COUNTY, WASHINGTON. 80'32'32'W 26.87' T.L NO. 9202470010 880.0010 FOOTPRINT AREA - 1954.450 50. FT. PARCEL A EUSTING 6UIL BUILDING • 715.45' -PARKING GARAGE B8RILLG FOOTPIL/T AREA - ±72.9X1 m. FT. P.OB. y' PARCEL P BURR040 AREA - 10,300 50. FT. ryJ LL N0. 92024700/0 11320' OETA9. FOR PARCEL C 502 SHEET 2 174_3147 8' 1)8 1 .'. I PARCEL 0 C L 90'00'29' R-20.00' L�31.42' P.O.B. NHH TACK CONC. MGI. „1Spy 1- OP-VP48� C ^PWC�67.3.`506 -01‘1.75714-r-- 71TA 8 L 8 8 58925'09'E ' —1I ms.z2 I/R-50.09' g -30.00' FND. CASED 2' BRASS CAP ELE5.-40.76 STA. 20+00 14/5 STA. 21+11.81 E/9 8 Minn PARKING ,� 8 -+-7—+- 30.00' • RFC. __MOM, a95 ^ STRANDER BLVD.— TS.e • 1 • OWNER(S): WEA.SOUTHCENTER, LLC & BANK OF AMERICA, N.A. OETAL FLA PARCEL 0 9I SHEET 2 LL NO. 9202470040 PARCEL 0 VOLUME •PAGE LEGEND: ® FOUND CASED MONUMENT CENTER UNES PROPERTY LINES LOT LINES (PER ASSESSOR) PLAT UNE SUBgN5104 UNE — — — — — — EASEMENT UNES RIGHT -O' -WAY UNES PROPOSED BUILDINGS EL9TNG BUILDINGS CONTINUED ON SHEET 9 r BUILDING AREA I -7,400 50. FT. I 1255..0 UOTOTAL8 255.541Im) g TNE —- o N897(Y36'W 15', 38' SEWER E0M'T REC. / 20070519000337 Wi • ESM'T CRL0. A.F. (I ELECT. 100 - EASEMENT - CALCULATED DIMENSION - AUDITOR'S FILE NUMBER - ELECTRIC - TELEPHONE 1 GRAPHIC SCALE 0 too 200 ( IN FEET ) 1 Inch = 100 ft. An Engineering Services Company 1501 SAcand A•n. PH: (208) 441-1855 Su114 1000 1-(800)-945-8408 5Aat04, WA 98101 FAX (206) 44B-7167 DATE 8/10/10 SCALE JOB NUMBER 1'. 100' 10809.10 CHECKED BY DRAWN BY NC FW SHEET 8 OF 9 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 8300 SOUTHCENTER BOULEVARD. TUKWILA, WA 88188 TELEPHONE (208) 4314810 FAX (208)431-3885 E-MAIL' TUKPLANCTUKWILAWAUS BINDING SITE IMPROVEMENT PLAN NUMBER L10-032 (REPLACES THE BINDING SITE PLAN RECORDED UNDER KONG COUNTY RECORDING NO. 20081106000242 CITY OF TUKWILA FILE NO. L08-033) CONTINUED ON SHEET 8 88127475 LULL - BUILDING ' PARCEL A CONTINUED ON SHEET 7 Bn311N0 IC PENNEY BUILDING PARCEL H BINDING SITE IMPROVEMENT PLAN FOR WEA SOUTHCENTER LLC • PORTION OF: NW 1/4, NE 1/4 AND NE 1/4, NW 1/4 OF SECTION 26, T. 23 N., R. 4 E., W.M. & SW 1/4, SE 1/4, AND SE 1/4. SW 1/4 OF SECTION 23, T. 23 N., R. 4 E., W.M. IN KING COUNTY, WASHINGTON. ®5' TELE. MI -1 A.F. /5999601 II TRAFTI2 9® LOOP ESM'T REC. / 20070619 16' x 20' EASEMENT AS. /20081212000814 FN0. MON IN CAST 2 BRASS CAP IN CONC. 0.04' EAST OF UNE 15.00'- 015' ES14'T ROW IMPROWENTS & UTIUDES REC. / 20080424001836 10' X TELE.ESPY A.F../7ps01o1o3o267 P.0.B. PARCEL G 689'40'24'W 293.71' PARCEL O MIMIC P4RIDN DETM. 206 PARED D SEE SHEET 2 BUILDING FOOTPRINT AREA - 411,850 SO. FT. 589010' 4'E 249,72' S89'45'58'W 250.00' P.0.8. PARCEL F PAR1XL 1068.96' / E4KERBLVD. Doa g 0 4 16 W L y S89'40'24'W T.L NO. 0202470040 PARCEL D BUILDING AREA 7.400 5Q. FT. 1255.80' TOTAL . (1255.521)g' P08 P 36'e 120.06' TRAFFIC /SIGNAL LOOP EWE.REC. / 20070619000340 0EAL FOR • PARCEL E. r SEE SHEET 2 10.00' NO -BUILD L �man.— I I . PARCEL E L T.1. NO.1720247006 II BUILDING FOOTPRINT AREA - ±5.000 5O. FT. 35' X 35' UOL ESM'T AS. /7407120474 1489'45 50.00' A-90'41'02' R=5000 L-78.14' ®QTY OF TUKLWLA i PE. ESM'T PARCEL E A.F.F/7201070397 60020'07' _ G BAN=STINKBUILDING AREA -R... .) II , 00 30.00' 58945 56'W 30.00' 3000'. END. 3' BRASS CAP 11IUMCPAUTY OF METRCPOUTAN SEATTLE' STA. 10+00 14/5 STA. 1+00 E/W UNE 8 15'4 38' SEWER ESM'T 6E2. / 20070819000337 GRAPHIC SCALE IGD 100 zoo ( IN FEET ) 1 inch = 100 ft. J31/' i 8 REC. 1200SE061900337 125 STRANDER BLVD. • OWNER(S): RE190032317111 WEA SOUTHCENTER, LLC & BANKD OF AMERICA, N.A. LEGEND: FOUND CASED MONUMENT. VOLUME PAGE CENTER LINES PROPERTY LINES LOT LINES (PER ASSESSOR) PLAT LINE SUBDIN510N UNE EASEMENT ONES RIGHT-OF-WAY UNE5 PROPOSED BUILDINGS EXI0RNG BUILDINGS 2591 - EASEMENT CALL - CALCULATED DIAIEN90I Af. / - AUDITOR'S FILE NUMBER ELECT. - ELECTRIC TELE. - TELEPHONE NOTES: HORIZONTAL DATUM: PER RECORD OF SURVEYS IN NE 1/4 23-23-041. BASIS OF BEARINGS - 00014'09'E ON MONUMENT LINE ALONG EAST LINE OF THE SW 1/4 OF THE SE 1/4 SECT1ON 23-23-04 (C/L ANDOVER PARK WE51)• ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SIRVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN 2004. UNLESS OIHERMSE INDICATED. - WORK PERFORMED IN CONJUNCTION 9.111 15415 SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2' GEOMETER 600 SERIES ELECTRONIC TOTAL STATION COMPARED AND ADJII5TED AGAINST A NATIONAL L 101211C SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS AND MAINTAINED TO THE MANUFACTURER'S SPECBICAPONS PER W.A.C. 332-130-100. (B) THE RELATIVE LOCATION OF AL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE 6A%0 ON A CLOSED LOOP FED TRAVERSE. THE UNEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES. IS EQUAL TO OR BETTER THAN ONE PART IN 50,000. THE 1E71400 OF• ADJUSTMENT USED WAS LEAST SQUARES ADJUSTMENT. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. <PACE> An Engineering Services Company 1601 Second Ave. PH: (206) 441-1855 Sulo 1000 1-(800)-945-8408 Seattle, WA 98101 FAX: (206) 448-7167 DATE 8/10/10 SCALE 1'=100' JOB NUMBER 10609.10 CHECKED BY NC DRAWN BY FW SHEET 9 OF 9 91 iU\(YPz