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LLA2011-00003 NOTICE OF TYPE I DECISION a LOT LINE ADJUSTMENT (LLA) 2011 -00003 • PACIFIC REALTY ASSOCIATES LOT LINE ADJUSTMENT T I GA R D 120 DAYS 11/8/2011 SECTION I. APPLICATION SUMMARY FILE NAME: PACIFIC REALTY ASSOCIATES LOT LINE ADJUSTMENT CASE NO.: Lot Line Adjustment (LLA) Ml2011 -00003 PROPOSAL: The applicant is proposing to adjust two (2) lot lines, which will reconfigure three (3) different lots. The three lots are located within the City of Tigard's Incorporated Boundary. Lot #1 (Tax Lot 4200) of .58 acres will become 3.08 acres, Lot #2 (Tax Lot 101) of 17.13 acres will become 2.57 acres, and Lot #3 (Tax Lot 1400) of .45 acres will become 12.46 acres. APPLICANT/ OWNER: Eric Sporre Pacific Realty Associates, L.P. 15350 SW Sequoia Pkwy, Suite 300 Portland, OR 97224 LOCATIONS: LOT 1: WCTM IS136CD, Tax Lot 04200 (No Address) (.58 acres) LOT 2: WCTM 2S101BA, Tax Lot 000101 (No Address) (17.13 acres) LOT 3: WCTM 2S101AB, Tax Lot 01400 (No Address) (.45 acres) The properties are located west of SW 72n Avenue and south of SW Dartmouth Street. COMPREHENSIVE PLAN AND ZONING DESIGNATIONS: General Commercial District with Planned Development Overlay; C -G (PD). The C -G zoning district is designed to accommodate a full range of retail, office and civic uses with a City -wide and even regional trade area; except where non- conforming, residential uses are limited to single - family residences which are located on the same site as a permitted use. The purposes of the planned development overlay zone are to provide means for creating planned environments through the application of flexible standards, facilitate the efficient use of land, promote an economic arrangement of land use, preserve existing landscape features, and to maximize innovative and diversified living environments. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.350, 18.390, 18.410 and 18.520. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee APPROVES the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section IV. NOTICE OF TYPE I DECISION PAGE 1 OF 5 LLA2011 -00003 - PACIFIC REALTY ASSOCIATES, L.P LOT LINE ADJUSTMENT • CONDITION OF APPROVAL AFTER RECORDING THE LOT LINE ADJUSTMENTS, THE FOLLOWING CONDITION SHALL BE SATISFIED: The staff contact shall be Gary Pagenstecher in the planning division at 503 - 718 -2434. The applicant shall submit a copy of the recorded lot line adjustment survey map to the City within 15 days of recording and within 18 months of this decision and shall be completed prior to the issuance of any building permits on the re- configured lots. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: Tax Lots 4200, 101 and 1400 are located within the City of Tigard's Incorporated Boundary and within the Tigard Triangle, zoned C -G (PD). All subject lots are vacant land. Proposal Description: The applicant is proposing to adjust two (2) lot lines, which will reconfigure three (3) different lots. The three lots are located within the City of Tigard's Incorporated Boundary. Lot #1 (Tax Lot 4200) of .58 acres will become 3.08 acres, Lot #2 (Tax Lot 101) of 17.13 acres will become 2.57 acres, and Lot #3 (Tax Lot 1400) of .45 acres will become 12.46 acres. The proposed lot line adjustment reconfigures the existing lots to accommodate the proposed development as shown in the Preliminary Lot Line Adjustment Plan (PLL -1.0) and as approved in Final Order No. 2009 -02 PC (PDR2008- 00001). The proposed lot line adjustments were earlier approved under MIS2008 -00015 but were never recorded and have since expired. With this application the applicant seeks to reestablish the lot line adjustment permits. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: LOT LINE ADJUSTMENT - APPROVAL STANDARDS: Section 18.410.040 contains the following standards for approval of a Lot Line Adjustment request: Section 18.410.040 - Approval Criteria states that the Director shall approve or deny a request for a lot line adjustment in writing based on findings that the following criteria are satisfied: An additional parcel is not created by the lot line adjustment, and the existing parcel reduced in size by the adjustments is not reduced below the minimum lot size established by the zoning district; No new lots will be created as part of this adjustment; three (3) lots exist and three (3) lots will remain after the proposed lot line adjustments. There is no minimum lot size in the G -C zoning designation. Therefore, this standard is satisfied. By reducing the lot size the lot or structures(s) on the lot will not be in violation of the site development or zoning district regulations for that district; The subject property is vacant land. The applicant has obtained Planned Development Detailed Development Plan approval for the site (PDR2008 -00001 and PDR2010- 00001). Therefore, this standard is satisfied. NOTICE OF TYPE DECISION PAGE 2 OF 5 I,LA2011- 00003 - PACIFIC REALTY AL Y ASSOCIATES, LP LOT LINE ADJUSTMENT The resulting parcels are in conformity with the dimensional standards of the zoning district, including: • The minimum width of the building envelope area shall meet the lot requirement of the applicable zoning district; • The lot area shall be as required by the applicable zoning district. In the case of a flag lot, the access way may not be included in the lot area calculation; ♦ Each lot created through the partition process shall front a public right -of -way by at least 15 feet or have a legally recorded minimum 15 -foot wide access easement; and • Setbacks shall be as required by the applicable zoning district. In the General Commercial zoning district there is a minimum lot width of 50 feet and no setbacks are required. Therefore, the minimum width of the building envelope is also 50 feet. The building envelopes proposed in the Planned Development Concept Plan (PDR2008- 00001) are consistent with dimensional standards of the C -G district. In the General Commercial zoning district there is no minimum lot size and no flag lots are proposed. No new lots are created through a partition process through this lot line adjustment. Setbacks as proposed in PDR2008 -00001 are consistent with those required in the applicable zoning district. The resulting parcels are, therefore, in conformance with the dimensional standards of the C -G zoning district. With regard to flag lots: • When the partitioned lot is a flag lot, the developer may determine the location of the front yard, provided that no side yard is less than 10 feet. Structures shall generally be located so as to maximize separation from existing structures. ♦ A screen shall be provided along the property line of a lot of record where the paved drive in an access way is located within ten feet of an abutting lot in accordance with Section 18.745.040. Screening may also be required to maintain privacy for abutting lots and to provide usable outdoor recreation areas for proposed development. There are no flag lots associated with this application. Therefore, this standard does not apply. The fire district may require the installation of a fire hydrant where the length of an access way would have a detrimental effect on fire- fighting capabilities. The approved development, Final Order No. 2009 -02 PC (PDR2008- 00001) meets all fire district requirements. Where a common drive is to be provided to serve more than one lot, a reciprocal easement which will ensure access and maintenance rights shall be recorded with the approved partition map. As approved in Final Order No. 2009 -02 PC (PDR2008- 00001), the proposed common drives will have a reciprocal easement recorded with the approved map to ensure access and maintenance rights for all parcels. In addition, the proposed development provides shared access to the adjacent properly to the east (TL300). A cross -over easement will be placed on permanent file with the City prior to occupancy of the site. Any access way shall comply with the standards set forth in Chapter 18.705: Access, Egress, and Circulation. As approved in Final Order No. 2009 -02 PC (PDR2008- 00001), the proposed accessways comply with the standards in Chapter 18.705. NOTICE OF TYPE I DECISION PAGE 3 OF 5 LLA2011 -00003 - PACIFIC REALTY ASSOCIATES, LP LOT LINE ADJUSTMENT NT Exemptions from dedications: A lot line adjustment is not considered a development action for purposes of determining whether floodplain, greenway, or right -of -way dedication is required. Floodplam, greenway or right -of -way dedication is not required as part of this application because the proposed lot line adjustments are not considered a development action. The proposed lot line adjustment is exempt from any dedication requirements. However, as approved in Final Order No. 2009 -02 PC (PDR2008- 00001), this project dedicates right -of -way along the Hermoso Way frontage to accommodate the construction of an eyebrow corner per Washington County Standards. Variances to development standards: An application for a variance to the standards prescribed in this chapter shall be made in accordance with Chapter 18.370, Variances and Adjustments. The applicant has not requested a variance or an adjustment with this application. FINDING: Based on the analysis above, staff finds that the proposed Lot Line Adjustments between Lots #1, #2 and #3 meet the applicable criteria. Section 18.410.050 Recording Lot Line Adjustments: A. Recording requirements. Upon the Director's approval of the proposed lot line adjustment, the applicant shall record the lot line adjustment with Washington County and submit a copy of the recorded survey map to the City, to be incorporated into the record. B. Time limit. The applicant shall submit the copy of the recorded lot line adjustment survey map to the City within 15 days of recording and shall be completed prior to the issuance of any building permits on the re- configured lots. FINDING: A condition of approval will ensure that the lot line adjustments meet the recording and time requirements of this standard. The applicant shall submit a copy of the recorded lot line adjustment survey map to the City within 15 days of recording and within 18 months of this decision and shall be completed prior to the issuance of any building permits on the re- configured lots. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice was mailed to the applicant and owners Final Decision: A Lot Line Adjustment is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON AUGUST 15, 2011, AND BECOMES EFFECTIVE ON AUGUST 16, 2011. NOTICE OF TYPE I DECISION PAGE 4 OF 5 LLA2011 -00003 - PACIFIC REALTY ASSOCIATES, L P. LOT LINE ADJUSTMENT Questions: If you have any questions, please call the City of Tigard Planning Division, Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon at (503) 718 -2434 • f August 11, 2011 PREPARED BY: ary Page{istecher DATE Associate Planner g (f2fr•--a.411•-grti...A/47.0"" August 11, 2011 APPROVED BY: Ronald Bunch DATE Community Development Director NOTICE OF TYPE I DECISION PAGE 5 OF 5 LLA201 1 -00003 - PACIFIC REALTY ASSOCIATES, L.P. LOT LINE ADJUSTMENT f A '4 'fir, City of Tigard August 8, 2011 Eric Sporre Pacific Realty Associates, L.P. 15350 SW Sequoia Pkwy, Suite 300 Portland, OR 97224 RE: Completeness Review - Pacific Realty Associates, L.P. Lot Line Adjustment, Case File No. LLA2011 -00003 Dear Mr. Sporre: The City received your application on July 26, 2011 for Lot Line Adjustment (LLA2011- 00003) to adjust three parcels: WCTM 2S101BA TL101, 1S136CD IL 4200, and 2S101AB TL1400). The parcels were subject to an earlier action (MIS2008- 00015) which approved the proposed lot line adjustments, however, the adjustments was never recorded and thus expired. Staff has completed a preliminary review of the submittal materials and has determined that the application can be deemed complete. Staff will review the application and issue a decision within ten days of the date of this letter. Should you have any questions with regard to this application, please contact me at 503 - 718 -2434. Sincerely, & --14-11- j_ . (A �i Gary Pagenstecher Associate Planner C: LLA2011 -00003 Land Use File 13125 SW Hall Blvd. 0 Tigard, Oregon 97223 0 503.639.4171 TTY Relay: 503.684.2772 0 www.tigard - or.gov „,, „ : pto , *7'''"'.- - t444: iiik.g4f* & ge Dia 4` Tig ard Retail Center A Lo p t p l- l i i n C e at Adjustm ent Tigard, OR Ju ly 14,2011 701' 4. 6 ... . ! ■ j L c P Tiraikar) (A a iir.FRING .4_, ..q. rs.r, i 1 1.1;?: ., r, < -, -:=7" - -,A : ..- ,■• , r - c ,, ,, , c:-. 0; - , 4,.. -,... 4 . 7i'”, '..: - ,,,, - . ''' .4.4' .4,•-it•T'<- '''.1 '..`,‘...''''F''':-.15 .„,."),4 q`511-rir. twkis5..'/..,".4,* .....:'i,,,,:, ::;.,''?''...-','',..u:qt.,$':,-4,,,,-,,,,-,'•,-A},'''.',-,,, .3r, . - - r1-77 - - - fh t .„.„., wig4t:-1,,,toke...teet, .. , 4-, 4,y,::: '0,,,,,, t ' ;14 1,1' - ' ... "•r, 4,,.--., ' ' , _ `,-..- - ', — !.■ r .;,"E"9, Irt's'i.' — vst-4f :,,--foiNg 4 t4to:er :*,,, , 4,1 -- : ,' .` - .. , -, .; - .1-, 4 , '.. ,,,'i.- ,. ,., ,.= ■'-,.:k.,:''Am`i.za.:. 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I I Tigard Retail Center Tigard, Oregon 1 Lot Line Adjustment Application 1 Table of Contents I • Lot Line Adjustment Application Form I • Proof of Ownership /Legal Descriptions • Applicant's Statement/Narrative I • Preliminary Map • Development Plans I PI I I I I I I I I I --- ,__, Q I I !p City of Tigard --- '. Lot Line Adjustment — Type I Application m AR© 1 J L pp GENERAL INFORMATION I PARCEL 1 Property Address / Location(s): SW Dartmouth Road west of SW 72nd Ave ' Ma 1S136CD TL 4200, Map 251016A TL 102, FOR STAFF USE ONLY Tax Map & Tax Lot #(s): Map p Map 25101AB TL 1400 j ' , 1 y � I Site Size. 18.15 acres Case No.(s): L- o (i j N 0000 Other Case No.(s): Property Owner /Deed Holder(s)*: (Attach list if more than one) 9 ' Address: 15350 SW Sequoia Parkway, Suite 300 Receipt No City/State: Portland, OR Z ip: 97224 Application Accepted By: S , reaorr Primary Contact: Eric Sporre Date: /�'(P (t ) I Phone. (503) 624 -6300 F ax: (503) 624 -7755 Date Determined Complete - PARCEL.2 Re, 7 /I /ll I Property Address /Location(s): + \ cumin \ masters \land use apphcanoru \lot lute adjustment app Mac Tax Map & Tax Lot #(s): Site Size: Property Owner /Deed Holder(s) *: (Attach list if more than one) t Address: REQUIRED SUBMITTAL ELEMENTS City /State: Zip: (Note: applications will not be accepted without the required submittal elements) Primary Contact: I Phone: Fax: © Application Form Applicant* /Agent: Pacific Realty Associates, L.P. © Owner's Signature /Written Authorization Address 15350 SW Sequoia Parkway, Suite 300 © Title Transfer Instrument or Deed I City/State: Portland, OR Z 97224 © Preliminary Map (2 copies) Primary Contact: Eric Sporre El Site /Plot Plan (2 copies) Phone: (503) 624 -6300 F ax: (503) 624 -7755 , „ I ErieS @paetrust.COm © Site /Plot Plan (reduced 8 /z x 11 ") E -Mail: © Applicant's Statement (2 copies) *When the owner and the applicant are different people, the applicant must be (Address Criteria in 1'DC 18.410 040) I the purchaser of record or a lessee in possession with written authorization © Filing Fee $605.00 from the owner or an agent of the owner. The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application. I PROPOSAL SUMMARY The owners of record of the subject property request Lot Line Adjustment I permission to adjust: Three (3) parcels of 0.58, 0.44 and 17.13 acres (number) (acreage or square footage) I into three (3) parcels of 3.08, 12.51 an d 2.56 acres (number) (acreage or square footage) I City of Tigard I 13125 SW Flail Blvd., Tigard, OR 97223 I 503 - 718 -2421 I www.tigard- or.gov I Page 1 of2 ' List any VARIANCE, CONDITIONAL USE, SENSITIVE LANDS, OR OTHER LAND USE ACTIONS to be considered as part of this application: 1 _ APPLICANTS: ' To consider an application complete, you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on the front of this application in the "Required Submittal Elements" box. (Detailed Submittal Requirement Information sheets can be obtained, upon request, for all types of Land Use Applications.) I THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. ♦ If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and ' limitations of the approval. ♦ All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false e The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. . — 1l Applic/; ignature Date ' ► - 111g Owner'_ .ignature Date Owner's Signature Date Authorized Agent's Signature Date Print Name Title Date SIGNATURES of each owner of the subject property are required 1 _ City of Tigard I 13125 SW Hall Blvd., Tigard, OR 97223 I 503- 718 -2421 I www.tigard- or.gov I Page 2 of2 II CITY OF TIGARD RECEIPT Q 13125 SW Hall Blvd , Tigard OR 97223 503.639 4171 F T IG ARD Receipt Number: 183409 - 07/26/2011 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID LLA2011 -00003 Lot Line Adjustment 100 - 0000 -43116 $527 00 LLA2011 -00003 Lot Line Adjustment - LRP 100 - 0000 -43117 $78 00 Total: $605.00 PAYMENT METHOD CHECK # CC AUTH. CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 115627 STREAT 07/26/2011 $605.00 Payor PacTrust Total Payments: $605 00 Balance Due: $0.00 Page 1 of 1 111 MN mi E. ... imi ... EN me N. ---, 8 0 0 CA , . 11,p , ID-OW � Cntat. Stn =7 K;GRUNEINALD $40.00 $.0O$1 1:00 a1, 878.00 • Total o $1,63.00 tiO HEDNRRECORDEDMAI 111111 D I 1111111 11111 IllUlIllIl ' Pacific Realty Associates, L P. — -- . _ - 00413708200301370580080089 I Jerry Hanson m , Hanson, Director of Asssasme and Taxation \ 15350 SW Sequoia Parkway and Ex-Officio County Clerk for Washington County, ' .,•-• .. y O do hereby earthy that the within Instrument of ;,•, . ` Suite 300 r '}. P ;_ I I V writing was he reby c and recorded In the book of �, ^) — nc orda of said county. ` Portland, Oregon 97224 �� I', sa.. r Jerry R. Hanson, Director asessment and Taxation, ; 4 ,', Grantor's Name and Address: Er-Officio County Clerk Gordon R. Martin P G YS r l y ` j ' 1778 Ala Moana Boulevard Resolution Tower 1 Apartment No. 4016 \-i., \-i., Honolulu. Hawaii 96815 I Grantee's Name and Address' Pacific Realty Associates, L P 15350 SW Sequoia Parkway I Suite 300 Portland, Oregon 97224 Until a change is requested all tax statements vi I pa shall be sent to the following address: Pacific Realty Associates. L P �� 15350 SW Sequoia Parkway`: t WASHINGTON COUNTY r : I ' REAL PROPERTY TRANSFER TAX CC Suite 300 a $ i (� 7‘,,e o' C" s -03 V � FEE PAID DATE P ® Portland, Oregon 97224 ; , ' I ' tJ ' ' x r I 13 STATUTORY SPECIAL, WARRANTY DEED pi f li c 8 GORDON R. MARTIN (also shown of record as Gordon Richard Martin), an individual, ( "Grantor "), conveys and specially warrants to PACIFIC REALTY ASSOCIATES, L P , a Delaware limited partnership, ( "Grantee "), the real property described on Exhibit A, attached I hereto and made a part hereof, free of encumbrances created or suffered by Grantor except as set forth on Exhibit B attached hereto and made a part hereof. I The true consideration for this conveyance is Dated this 1 I day of August, 2003. I THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE I PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED I I I STATUTORY SPECIAL WARRANTY DEED PAGE I OF 8 I I I USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. I GRANTOR 4 /J By J47 .. /" I Gordon R. Martin I I STATE OF HAWAII County of 4"i I This instrument was acknowledged before me on this /1 day of August, 2003 by Gordon R Martin, an individual. /71411,40. - e • - ,.%/tipr--//t/107; a ' 7 . KA/Aa/ .., ¶lotary Publi r H - 'f� I My commission expires: P.147 49, `) - . , �: s 01 . . . .• . .. I I I I I I STATUTORY SPECIAL WARRANTY DEED PAGE 2 OF 8 I EXHIBIT 'A' Legal Description ' PARCEL 1: A tract of land situated in the Northeast one - quarter of Northwest one - quarter of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, more particularly ' described as follows: Beginning at a stone set to mark the intersection of the Eastern boundary of the ' George Richardson and wife Donation Land Claim No. 38 and 55, in Townships 1 and 2 South, Range 1 West of the Willamette Meridian, with the North line of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, which stone bears North ' 2° 09' West, 1030.3 feet from the Southeast corner of said Richardson Donation Land Claim, and running thence South 2° 09' East along said Donation Land Claim line 153.7 feet to a point; thence South 89° 26' West along the Northerly line of that certain ' 8.64 acre tract of land conveyed to George and Julie Martin by Deed as recorded on Page 65, of Volume 160 of Washington County, Oregon, Deed Records, a distance of 1348.0 feet to a point; thence North 0° 29' West along the Westerly boundary of land ' owned by Sarah Turnbow Buell a distance of 322.7 feet to an iron pipe; thence South 85° 00' East, 530.0 feet to an iron pipe; thence North 89° 26' East, 382.4 feet to the Northwest corner of that certain tract of land conveyed to U.G. Shaver, by Deed as recorded on Page 195 of Volume 172 of Washington County, Oregon, Deed Records; thence South 0° 26' West, 50.0 feet to the Southwest corner of said Shaver Tract; thence North 89° 26' East along the Southerly line of said Shaver Tract, 435.6 feet to a ' point on the East line of said Richardson Donation Land Claim; thence South 27° West, 67.6 feet to the point of beginning. ' EXCEPTING THEREFROM that portion described in Deed to Homer Martin, recorded December 27, 1956 in Book 389 page 473, Records of Washington County, Oregon. ' ALSO EXCEPT THEREFROM that portion described in Deed to Supervalu Holdings Inc., an Ohio corporation, recorded March 16, 1993 as Fee No. 93019618 and re- recorded June 25, 1993 as Fee No. 93050193, Records of Washington County, Oregon. AND ALSO EXCEPT THEREFROM that portion described in Dedication Deed to the Public, recorded February 6, 1998 as Fee No. 98011117, Records of Washington County, Oregon. 1 ' CXH PAGE 3 OF 8 • FURTHER EXCEPT THEREFROM that portion described in Dedication Deed to the ' Public, recorded October 20, 1999 as Fee No. 99118497, Records of Washington County, Oregon. ' PARCEL 2: A tract of land situated in the Northeast one - quarter of Northwest one - quarter of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, more particularly ' described as follows: Beginning at the Southeast corner of the George Richardson Donation Land Claim No. ' 38 in Section 1, Township 2 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, and running thence North 2° 00' West along the East line of said Donation Land Claim for a distance of 879 feet ' to the Northeast corner of that certain tract of land in Section 1, Township 2 South, Range 1 West of the Willamette Meridian, and in Section 36, Township 1 South, Range 1 West of the Willamette Meridian, conveyed to George W. and Julia M. Martin by ' Deed recorded on Page 65 of Book 160, Washington County, Oregon, Deed Records; running thence South 89° 25' West along the North line of the Martin tract for a distance of 429 feet to an iron rod which is the true point of beginning of the hereafter ' described tract of land: Running thence from said true point of beginning, North 0° 27' East 219.9 feet to an iron rod set on the South line of that half acre tract of land conveyed to U.G. Shaver by ' Deed recorded on Page 195 of Book 172, Washington County, Oregon, Deed Records; running thence South 89° 27' West 13.1 feet to an iron rod at the Southwest corner of the Shaver tract; running thence North 0° 27' East 50 feet to an iron rod at the Northwest corner of the Shaver tract; running thence South 89° 27' West 382.7 feet to an iron pipe in a fence corner at the angular corner on the North line of that certain tract of land conveyed to O.L. and Caroline Rose Hovard by Deed recorded on Page ' 419 of Book 267, said Deed Records; running thence North 85° 00' West 530.5 feet to an iron pipe at the Northwest corner of the Hovard tract; running thence South 0° 53' East 321.9 feet to an iron pipe at the Northwest corner of the George W. Martin tract ' above noted; running thence North 89° 25' East 917.2 feet to the true point of beginning. ' EXCEPT THEREFROM that portion described in Deed to Gordon R. Martin, recorded March 16, 1993 as Fee No. 93019617, Records of Washington County, Oregon. ' ALSO EXCEPT THEREFROM that portion described in Dedication Deed to the Public, recorded February 6, 1998 as Fee No. 98011117, Records of Washington County, Oregon. FURTHER EXCEPT THEREFROM that portion described in Dedication Deed to the Public, recorded October 20, 1999 as e No. 99118498, Records of Washington County, ' Oregon. EXHIBIT(CL58) PAGE 4 OF 3 1 • • PARCEL 3: Parcel 1, PARTITION PLAT NO. 1995 -013, in the City of Tigard, County of Washington and State of Oregon. EXCEPT THEREFROM that portion described in Dedication Deed recorded October 20, 1999 as Fee No. 99118505, Records of Washington County, Oregon. 1 I I 1 FXH I BIT(CLS8) PAGE 5 OF 1 • 1 7. 3O.UU 1111.1111 • t mai = ear w I IIuhI I ItIIIIIIIIIIHII1III 00817667200501165370080084 I, Jerry Hanson, Director of Asseaam•nt and Taxation • •t „ and Ex•Officio County Clerk for Washington County, ,.,..,„ I Oregon, do h•raby cattily that the within Instrument of writing was received and recorded In the book of records of said county I I,, ,S4') Jerry R Hanson, Diractor mint and Taxation, ,,._ t , Eo.Cfficio County Chant I J Washington County, Oregon listsgenswe • 06/30/2005 02:50:38 PM I D•OW Cra•1 601.16 DHOPPMAN $25 DO 50.00 S11 00 $8,825.00 • Total • 50,867 CO Y 7 WHEN RECORDED MAIL TO: AND 007955 1101111 0 1 1 1 1 i liii I y' Pacific Realty Associates, L. P. ',Jerry Hanson, Director of pre eum.rd and Ta xation j t• r -0 and Ex61cho County Clark for Washington County, Ay 15350 SW Sequoia Parkway Dragon, do hereby certify thatch. within Instrument of d • r on r said co d y •c rd dl ih Oook ar M1 svh `/J;� Suite 300 writing was x and ivu ed a n til.. .,:000k of 'r� A/ Portland, Oregon 97224 Jerry R• Hanson, Director i ,rd and Tendon, ` eP I Y Es.OMiele County Clark Grantor's Name and Address: Gordon R. Martin and Sheila M. Martin _ r/o Adams &Stewart 7HS5 DE CD �"S & e VVG. E ,eECV/20"v0 8555 SW Barbra Blvd. Portland, OR 97219 - 779 eaQe EG T � H LC LAG 6E - Seg.r PTTan/. I PREv_Tousl V /�ECO2QEO /15 t. Grantee's Name and Address: Pacific Realty Associates, L. P. I J GG U M E,v T /V I//6( (j � 2 0 00 g -0760 / ? j 15350 SW Sequoia Parkway Porte 30 Portland, Oregon 97224 © Until a change is requested all tax statements shall be sent to the following address: z'r I Pacific Realty Associates, L P. 9 ' g * , WASHINGTON COUNTY 0 15350 SW Sequoia Parkway Suitt 300 �t r, REAL PROPER TRANSFER TAX V $4 S Le "30'0_ p.... Portland, Oregon 97224 � t ,. xi � a. Y FEE PAID DATE PI STATUTORY SPECIAL WARRANTY DEED I GORDON R MARTIN (also shown of record as Gordon Richard Martin), an individual, 0 and SHEILA M. MARTIN), an individual, (collectively, "Grantor"), convey and specially warrant to PACIFIC REALTY ASSOCIATES, L.P., a Delaware limited partnership, , ( "Grantee "), the real property described on Exhibit A attached hereto and made a part hereof free of encumbrances created or suffered by Grantor except as set forth on Exhibit B attached hereto and made a part hereof. The true consideration for this conveyance is together with other good and valuable consideration- Dated this '3=7 day of June, 2005. THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN I THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED I STATUTORY SPECIAL WARRANTY DEED K :141275- MarLn1000071RBB\Sptcia1 Warranty Doad Martin to PTR.DOC PAGE 1 OF4 ,4j� 6 /1 7/65 I I I till N......, \,- )iieiii 11111111111 11 1111 I 2005 -7 3 I USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. I GRANTOR: I Gordon R Martin, an individual I < `" Sheila M. Martin, an individual I By Gordon R. Martin pursuant to Stipulated Order Re: Real Property issued by the Court In the Matter of the Marriage of Sheila M. Martin and Gordon R. Martin, Washington County Circuit Court Case No. C002344DRC and filed May 18, 2001, by the Honorable Steven L. Price. • STATE OF OREGON ) PI . )SS. County of (A (IA Y1 ) This instrument was acknowledged before me on this � '7 day of June, 2005 by Gordon R. I Martin, individually and on behalf of Sheila M. Martin, mdividually pursuant to Stipulated Order Re: Real Property issued by the Court In the Matter of the Marriage of Sheila M. Martin and Gordon R. Martin, Washington County Circuit Court Case No. C002344DRC and filed May 18, 2001, by the Honorable Steven L. Price. I _ ' - f . �� OFFICIAL SEAL !_ sa l 07.i CHRISTINE R_ GOWAN NOTARY POBLIC MC •OREGON • blic ore - go" COMMISSION NO. 375557 My commission expires: 0--11 �] Q MY COMMISSION EXPIRES DEC ' 5, 2007 I CH2t�r/ � /r/c6044•4"/ I Ca en/Pl / Ss /Vo . 2` ?5 cootAf /$St.ar / 01* 1 Fc. / S 20 " 7 I STATUTORY SPECIAL WARRANTY DEED K :411275- Martin100007\RBEASpeoial Ws/rarity Deed Martin to PTR.DOC PAGE 2 OF 4 _ 2006 -1 1 a I . • . i 9 1W lanes !load, Sot - RC tip ?/��4 -11 Pardand, Mew 'F 'l•. ,5' I'\Llf EXHIBIT A . I Janus. I �.. , 1:14,2003 i.1' ' 1 I . . . •:': P'DRTIQN (3FT FI ar 0 & T_Aztor I400 i t • s,,.. k. OF TERN STANDIS ATOWEST • ; . / v OF 1 1 it BOARD, ! i camaintry, •&TUTS Or • -; c'y . ii ' a • r Y DES ' • I . I , VrA ' *MINROI) Wall ' •I• •r • tar ,.y p CAI" -NiAlt NA _. li 'ItE r t1 1=Err 1 7 O N :1: =MAW 47 • $ p � ; M Y ••i 1: /. B • 7 �t • _,_ � 1+�1 . I . FIAT; tktION, :i '.. .. : /.; :ll+: OF TH8 DESCMED IN 17I NN . • , ', : •+:• ,:.. SAID FLAT Law 3b1n'} 31s" 7 rr c osto SAID Sour el; is ' , � j $A sO1TrH 1.11% SOUTH 01°0I'04" BAST, 546.3 t .. :. 10 Tim NORTH UNE OF THE FLAT OF I `!'I PARK' 'WENCH/ : 1<I°5i4"lr wEttr ► eY A�t4Q]4tt NORTH MAT LIIB 16 EI:r �'Q'TB a; .: r OF LOT TOES= SA' Iil PLAT; THENCE soU111 :0$ Alm • n •' s' ;1,1 LINE OF SAID [SOT 7,.150.00 FEET TO THE LY• RXOHT-O$ -.; -'LINE OF ' 3 1/, WAY, U.00 FEET FROM THE ' c:+;(* :.• ' f •w. : , c . c SAID RIGHT-OF-WAY LINE THE - FOTIZOING (3? o s .4,= NORm s • ,W WEST, 18.58 FEAT T) A POINT OP WAYN U E :I: 117.$1 FEET KANW.O 'I: ABC OF A 15.00 FOOT RADIUS MOM TO Ma ..:1:7, TfR000H A r.. - r s : OF 90 SAID GCTR'VB PI i ! RAM A XX s i,HEARINO SQUI$ 33°0.314Q" ' • • .. )00.07 FAT TO A POINT OF I T'ANCIENC: • • . SQRTCH tl8P1940' WEST, 25.8 , : TO SAM SOtTfH LINE OF I T F"Ifa : *• . '0.... DkL.C• NQ 38; TUB ' =M :' M OP-WAY ' LINE .•, ' ,. • 4,A: 81,5 WEST ALONG SAID a L.C: : 521.57 FEET TO SAID R 1 t • 1t+QD.AND THE FO OS $ rNE'1 i. Al i.e, t .;, •.e ABPROMMATELY 543,371 SQTTA1LE PEETt'IR 12. • : MS. pRa :y' • LAND - , • • R I A � � . � '... • - MICf 78-163 . , - RIS . — s RENEY�L• I UNE 30, MI MPRifetletithion kOutia 6AerYalOakeWann10725 Wpsn00.LOTB [.60.4x ' . . I , w Omni com - a suuva s • anglnasts landscape architects :� I I . Page 3 of 4 .. jra, 6/27 es I I nul,el nano 1111.1. 2006 -76013 Order No. 01- 111680 -28 I EXHIBIT "A" PAR . I: A portion • the Northeast and Northwest one - quarters of Section 1, To ship 2 South, Range 1 Wes •f the Willamette Meridian, City of Tigard, Washingto- aunty, State of Oregon, particula described as follows: ' Beginning at a 5/8 inc' ' on rod with yellow plastic cap marks• - EPETTOLS 657" marking the Southeast corner of L. .: of the Plat "PALMER ACRES" aid corner being on the South ' line of the Geo. Richardson D. .tion Land Claim No. 38 once North 00 ° 12'57 "East along the East line of said plat, 690. feet to the So ine of the tract described in Deed Document No. 2003- 137058;thenc: :aving sail • at line South 89 ° 23'58" East along said South line, 793.32 feet; thence leaving -;id •uth line South 01°01'04" East, 546.30 feet to the North line of "HERMOSO PARK "; •- a North 81 °54'20" West along the North line of said Plat, 163.26 feet to the No west ner of Lot 7 of said Plat; thence South 08 ° 05'40 "West along the West l'• . of said Lot 7, •0.00feet to the Northerly right -of -way • line of S.W. Hermoso Way, ..00 feet from the c.•terline thereof; thence along said right -of -way line the follow (3) courses: North 81°54 "West, 18.58 feet to a point of curvature; thence 117 - feet along the arc of a 75.00 foot r: 'us curve to the left, through a central angle of •- :'00'00 ", said curve having a chord beari South 53 °05'40" West, 106.07feet to : •oint of tangency; thence South 08°05'40" West, 86 feet to said South line of the . •. Richardson Donation Land Claim No. 38; thence leaving • right -of -way line ' North ? ' 35'51" West along said Donation Land Claim line, 521.57 feet to Repetto iron ro• :nd the point of beginning. 1 1 1 1 1 I' 9755 SW Barnes Road, Suite 300 • Portland, Oregon 97225 PA f: 4 7 --- r r ife :4 ;11 03.626.0455 ' THE ZN Tt�� SS E C -A L SS 50 ° moo °o a.�. Fax 3.526.0775 rtv Co�v(� 2�EL5 ESL2SC�F JULY 20, 2005 POI RCr L r LEGAL DESCRIPTION - FUTURE PROPERTY LINE ADJUSTMENT ADJUSTED TAX LOT 101 PROJECT NO. 30725 I A PORTION OF THE NORTHEAST AND NORTHWEST ONE - QUARTERS OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE I WEST, AND OF THE SOUTHEAST AND SOUTHWEST I ONE - QUARTERS OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY AND STATE OF OREGON, PARTICULARLY DESCRIBED AS FOLLOWS: I BEGINNING AT A 5/8" IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "REPETTO -LS 657" MARKING THE SOUTHEAST CORNER OF LOT 8 OF THE PLAT "PALMER ACRES ", SAID CORNER BEING ON THE SOUTH LINE OF THE GEO I RICHARDSON D.L.C. NO. 38; THENCE NORTH 00 °12'57" EAST ALONG THE EAST LINE OF SAID PLAT, 1013.21 FEET TO A 1" IRON PIPE MARKING THE NORTHWEST CORNER OF THE TURNBOW TRACT; THENCE LEAVING SAID PLAT LINE, SOUTH 83 °51'30" EAST, 337.16 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF I DARTMOUTH STREET, BEING 47.00 FEET FROM THE CENTERLINE THEREOF; THENCE 72.34 FEET ALONG THE ARC OF A 547.00 FOOT RADIUS NON - TANGENT CURVE CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 7 °34'37 ", I SAID CURVE HAVING A CHORD BEARING SOUTH 70 °14'26" EAST, 72.28 FEET TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID RIGHT -OF -WAY LINE, SOUTH 74 °01'44" EAST, 552.22 FEET; THENCE LEAVING SAID RIGHT -OF -WAY LINE P SOUTH 15 °58'50" WEST, 124.50 FEET TO THE SOUTH LINE OF THE TRACT DESCRIBED IN DOCUMENT NO. 2003 - 137058; THENCE NORTH 89 °23'58" WEST ALONG SAID SOUTH TRACT LINE, 107.83 FEET; THENCE LEAVING SAID SOUTH LINE, SOUTH 01 °01'04" EAST, 546.30 FEET TO THE NORTH LINE OF THE PLAT I "HERMOSO PARK"; THENCE NORTH 81 °54'20" WEST ALONG SAID NORTH PLAT LINE, 163.26 FEET TO THE NORTHWEST CORNER OF LOT 7 OF SAID PLAT; THENCE LEAVING SAID NORTH PLAT LINE SOUTH 08 °05'40" WEST ALONG THE WEST LINE I OF SAID LOT 7, 150.00 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF S.W. HERMOSO WAY, BEING 25.00 FEET FROM THE CENTERLINE THEREOF; THENCE NORTH 81 °54'20" WEST ALONG SAID RIGHT -OF -WAY LINE, 18.58 FEET TO A POINT I OF CURVATURE; THENCE 117.81 FEET ALONG THE ARC OF A 75.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90 °00'00 ", SAID CURVE HAVING A CHORD BEARING SOUTH 53 °05'40" WEST, 106.07 FEET; THENCE CONTINUING ALONG SAID RIGHT -OF -WAY LINE SOUTH 08 °05'40" WEST, 25.86 FEET I TO SAID SOUTH LINE OF THE GEO. RICHARDSON D.L.C. NO. 38; THENCE LEAVING SAID RIGHT -OF -WAY LINE NORTH 81 °35'51" WEST ALONG SAID D.L.C. LINE, 521.57 FEET TO SAID REPETTO IRON ROD AND THE POINT OF BEGINNING. I REGIS'T'ERED PROFESSIONAL LAND SURVEYOR I e XCEPT =NG T//ERcF24, A4- _._ ..... Lo 8' H EIZ / '40 I'u -"c.a. % f .. ' � 0(2 &hi of T 1 6 A 2 D , VJ A S H s') 17 nl OREGON _ C b vti T Y n t ant Ir11CHA HARM@ whpacific.com planners surveyors engin ': • ...._-'4.• • • hitects I ALINLPWAL � ,3o 2 ,4 7 1 1 EX 1/-18 r A _ 1 /ffE I/IJ7GhJT b F Tf LEL -A3C- _3 7' it/ 4 ,f , E THE roz-ce ws • C 'G7 L E6 / / D es cR_rPr -n.) g Se 7 Cor I ---P/4 te t e-c. IC 1 Lor g 4eR..+Moso , TA) Y H I C..= Ty o f " Ali el 1 I WAS I4 r i/ 647o 14) Co (miry 0 R 1 1 011 . I I I I I 1 I I I I ' Washington County, Oration 06130(2005 02:50:39 PM 2005 -076015 3 r7 _ 0.0W Crawl Isiah OHOFFMAN I ` 130.00 95.00 $11.00 • Total • $47.00 1 RECORDING RE VESTED BY AND IIQI I I1 III IIIII III) IIIRI III II I I II Q 00 955412 0500 80150080087 I . 1 WHEN RECORDED MAIL TO: t anoter aaeaen memua TSaalon O end az.O9NIe County Clark for VlaHngton County, � ' , .,;-..'..7 .:.,. Gordon R. Man In OOr.peo oo M.nby emy that . w:hin heau of ; ��. wldna , oo nenvW . end rd In o 0000 01 n ert c/o Adams & Stewart nconre of out county. rY ,. ' .)\ 8555 SW Barbur Blvd. ferry a He reon DOeetx neeemem an T uenon, .ctt1 • I X Portland, OR 97219 eeafnelocourayclort Grantor's Name and Address: Pacific Realty Associates, L. P M 15350 SW Sequoia Parkway N4 Suite 300 Ns Portland, Oregon 97224 Ns Grantee's Name and Address. I Gordon R. Martin \ do Adams & Stewart I '0 8555 SW Barbur Blvd. Portland, OR 97219 Until a change is requested all tax statements U shall be sent to the following address: I 0 Gordon R. Martin do Adams & Stewart 3555 SW Barbur Blvd. Portland, OR 97219 STATUTORY SPECIAL WARRANTY DEED I PACIFIC REALTY ASSOCIATES, L.P., a Delaware limited partnership, ( "Grantor "), conveys and specially warrants to GORDON R. MARTIN, an individual, ( "Grantee "), the real IIII properly described on Exhibit A attached hereto and made a part hereof (the "Property "), free of encumbrances created or suffered by Grantor except as set forth on Exhibit B attached hereto and made a part hereof. I The true consideration for this conveyance is Ten Dollars and No /I00 ($10.00) and other valuable consideration, receipt of which is acknowledged by Grantor. 1 his Deed is subject to the following reservation: I Recitals A. Grantor desires to reserve an easement across the Property for the purposes of I constructing and using a driveway for access to SW Dartmouth Street from that certain property also owned by Grantor and more particularly described on Exhibit C attached hereto and made a part hereof (the "Adjacent Property "). I B The Adjacent Property is not being conveyed to Grantee pursuant to this Deed. I STATUTORY SPECIAL WARRANTY DEED PAGE I Or 0 I I I 11111111111/111101 lit . 1 C. The precise size and location of the driveway cannot be established until ' approvals for its construction have been obtained from the appropriate governmental entities. NOW, THEREFORE, in consideration of the foregoing, the receipt of which is 1 acknowledged, and of the mutual agreement of the parties hereto to the terms and conditions hereinafter contained, Grantor and Grantee agree as follows: 1. Grantor does hereby reserve to itself, its heirs, successors, and assigns, for the 1 benefit of the Adjacent Property, a perpetual exclusive easement over the Property for (a) ingress and egress to and from SW Dartmouth Street to the Adjacent Property, (b) the construction, use, maintenance, repair, and reconstruction of improvements necessary or desirable for such access, which may include paving, sidewalks, curbs, gutters, landscaping, and storrnwatcr facilities, and 1 (c) the lateral support of such improvements. 2. Grantor shall be solely responsible for repair and maintenance of the 1 improvements constructed pursuant to this easement, provided, however, that if repair or maintenance of such improvements is necessitated by the negligence or willful misconduct of Grantee, such repair or maintenance shall be at the sole cost and expense of Grantee. I 3. This reservation of easement is intended to, and shall run with the land. The covenants and obligations contained in this easement shall bind, burden and benefit Grantor and Grantee, their successors, heirs, assigns, tenants, employees, guests, invitees, licensees, contractors, agents, mortgagees and beneficiaries under a deed of trust. ' 4. This easement may be amended, modified or terminated only by written agreement of Grantor and Grantee. No such amendment, modification or termination shall be effective until a written instrument setting forth its terms has been executed, acknowledged and recorded by Grantor and Grantee in the real property records of Washington County, Oregon. 5. Grantor covenants that, following substantial completion of construction of the ' driveway from SW Dartmouth to the Adjacent Property, it will enter into an amendment of this easement with Grantee setting forth with particularity the location of the driveway and the portion of the Property that is subject to this easement and releasing the balance of the Property. Dated this 2 '"day of June, 2005. THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED STA IU IORY SPECIAL WARRANTY DEED PAOt 2 OF b 1 1 1 1 • 111111111111111 1111111111 III • 2006 -76016 1 USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. ' GRANTOR• Pacific Realty Associates, L.P., a Delaware limited partnership ' By: PacTrust Realty, Inc., a Delaware - :.ration B • - Its. Vic-E- 1 STATE OF OREGON {, County of (060-WV !U h ss. ) q This instrument was acknowledged before me on June c9i , 2005, by Era. f � . �YY`e- , ' as Vice President of PacTrust Realty Inc., a Delaware corporation and the Gene I Partner of Pacific Realty Associates, L.P., a Delaware limited partnership. otary P is for Oregon c q -c 71 Y My corn sion expires: / '' (.d p O ® 3loM ' MY commasoN EXPIRES SEPT. e, 200/ T/LAY A . /M 4-800.44E C,001,51/531 sw Ace/ ,S 697 q, zo 1 ' STATUTORY SPECIAL WARRANTY DEED PAGE 3 OF 6 1 • 11111 N1111111111111111111 2006 -76015 ' EBIT A Legal Description of 'Property ' A PORTION OF THE NORTHEAST ONE - QUARTER OF SECTION I, TOMNSHIP 2 SOWN, RANCE 1 I4(ST GC THE >NLLAM(T1E MERIDUW, QTY OF DGARO. WA9IMGTON COUNTY, STATE OF OREGON, PARTICULARLY DESCR18E0 AS FOLLOWS: COMMENCING AT A 3 -1/4' ALUMINUM 015( MARKING THE NORTH ONE - QUARTER CORNER OF • ' SAID SECTION I, THENCE NORTH I558'16' EAST. J8.39 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF SW DARTMOUTH STREET. 4700 FEET FROM THE CENTERLINE THEREOF, THENCE SOUTH 7401'44' EAST ALONG SAID RIGHT -CI -WAY LINE, .305.98 FEET 10 THE POINT OF BCGTNNING THENCE CCNTINUNG ALONG SAI9. RIGHT-OF-WAY LINE SOUTH 74•01'44' EAST, 99 51 FEET TO A POINT OF CURVATURE; THENCE 138 79 FEET ALONG THE ARC OF A 54700 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF ' 14'32'16' SAID CURIE HAVING A CHORD BEARING SOUTH 8117'52' EAST, 138 42 FEET, THENCE SOUTH 88'34'00 EAST 84 41 FEET TO A POINT OF CURVATURE, THENCE 6877 FEET ALONG THE ARC OF A 45.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 81'.3.3'41' SAID CURVE HAVING A CHORD BEARING SQUTN 44'47'10' EAST, 6227 FEET TO A POINT ON THE WEST RIGHT -OF -WAY LINE OF SW 72ND AI[NUE, BEANO 46 00 ' FEET FROM INC CENTERLINE THEREOF. THENCE SOUTH 01D019 EAST ALONG SAID IR'SI RIGHT -OF -WAY LINE, 29.21 FEET TO THE SOUTH LINE OF MAT TRACT DESCRIBED IN DOCUMENT NO. 2003- 137058; THENCE LEA SAID RIGHT -OT -WAY LINE SOUTH 8973'58' NEST ALONG SAID SOUTH LINE, 395.56 FEET. THENCE LEAVING SAID SOUTH LINE NORM 1558'50' EAST, 124.50 FEET TO SAID SOUTHERLY RIGHT -OF-WAY LINE AND THE PANT OF B[GINNe4G 1 1 1 STATUTORY SPECIAL WARRANTY DEED PAGE 4 Of 6 1 I 1 1 1 III II� �11111IINIIINI1III 2606 -7 1 EXHIBIT B Permitted Exceptions 1 NONE 1 1 1 1 1 1 1 1 1 1 S rAIUTURY SPECIAL WARRANTY DEED PAGES OF 1 I 1 1 1 • 1 1LIJ1[III'IOII lv1111►I 1 1 EXHIBIT C Legal Description of Adjacent Property [West Property Legal Description] 1 A PORTION OF THE NORTHEAST AND NORTHWEST ONE - QUARTERS OF SECTION I. TOWNSHIP 2 SOUTH, RANGE I WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON, PARTICULARLY DESCRIBED AS FOLLOWS: 1 BEGINNING AT A 5 /8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "REPETTO- LS 657" MARKING THE SOUTHEAST CORNER OF LOT 2 OF THE PLAT "PALMER ACRES ", SAID CORNER BEING ON THE SOUTH LINE OF THE GEO. RICHARDSON ' D.L.C. NO. 38; THENCE NORTH 00 °12'5T' EAST ALONG THE EAST LINE Of SAID PLAT. 690.51 FEET TO THE SOUTH LINE OF THE TRACT DESCRIBED IN DEED DOCUMENT NO. 2003-137058; THENCE LEAVING SAID PLAT LINE SOUTH 29°23'58" EAST ALONG SAID SOUTH LINE, 793.32 FEET; THENCE LEAVING SAID SOUTH LINE SOUTH 01 °0I'04" EAST. 546.30 FEET TO THE NORTH LINE OF "HERMOSO PARK 1 THENCE NQ,RTH 81 °54'20" WEST ALONG THE NORTH LINE OF SAID PLAT, 16326 FEET TO THE NORTHWEST CORNER OF LOT 7 OF SAID PLAT; THENCE SOUTH 02°05'40" WEST ALONG THE WEST LINE OF SAID LOT 7. 150.00 FEET TO THE NORTHERLY RIGHT -OF -WAY LINE OF S.W. FIERMOSO WAY. 25.00 FEET FROM THE 1 CENTERLINE THEREOF; THENCE ALONG SAID RIGHT -OF -WAY LINE THE FOLLOWING (3) COURSES; NORTH B1 °54'20" WEST, 18,58 FEET TO A POINT OF CURVATURE: THENCE 117.81 FEET ALONG THE ARC Of A 75.00 FOOT RADIUS CURVF. TO THE LEVI A CENTRAL ANGLE OF 90 °00'00 ". SAID CURVE 11AVING A CHORD BEARING SOUTH 53 °05'40" WEST. 106.07 FEET TO A POINT OF TANGENCY, THENCE SOUTH 08°05'40" WEST. 25.86 FEET TO SAID SOUTH LINE OF I HE (iCO RICHARDSON D I C NO 38: THENCE. LEAVING SAID RIGHT -OF -WAY LINE NORTH 81 ° 35'51" WEST ALONG SAID DLC LINE.. 521.57 FEET TO SAID REPETlO IRON ROD AND THE POINT OF BEGINNING 1 1 1 1 S I A IUTORY SPECIAL WARRANTY DEED PAGE 60F 6 1 1� 1 i 1 WE SUPPORT OUR TROOPS ' MacKay & Sposito, Inc. 14339LD19 1325 SE Tech Center Drive, Suite 140 6/27/11 Vancouver, WA 98683 btm O l Phone: 360-695-3411 ' e _ la Fax: 360-695-0833 MacKay & Sposito, Inc. www.mackaysposito.com LEGAL DESCRIPTION EXISTING TAX LOT 2S101 BA -00101 CITY OF TIGARD ' WASHINGTON COUNTY, OREGON Parcel I of Deed Document No. 2005 - 116537, Washington County Deed Records, lying in ' the Southwest and Southeast quarters of Section 36, Township 1 South, Range 1 West, and the Northwest and Northeast quarters of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon, described as follows: ' Beginning at a 5/8" iron rod with a yellow plastic cap stamped "Reppeto -LS 657" marking the Southeast corner of Lot 8 of the plat of Palmer Acres and the Southwest corner of said Parcel I, Deed Document No. 2005 - 116537 as shown on Record of Survey No. 31583; thence along the East line of said Palmer Acres and the West line of said Parcel I North 00° 13' 38" East a distance of 1013.21 feet to the Northwest corner of said Parcel I, said corner being the Southwest corner of Parcel 1, Partition Plat No. 1995 -013; thence along the North line of said Parcel I and the South line of said Parcel 1, Partition Plat 1995 -013 South 83° 51' ' 19" East a distance of 337.46 feet to the Southeast corner of said Parcel 1, Partition Plat 1995 -013, said point being on the arc of a 547.00 foot radius curve on the South right of way line of SW Dartmouth Street as shown on said Record of Survey; thence along the North line ' of said Parcel I, said South right of way line and said curve to the left, through a central angle of 07° 29' 34 ", an arc distance of 71.53 feet, the chord of which bears South 70° 15' 57" East a distance of 71.48 feet, to a point of tangency; thence along said North line and said South ' right of way line South 74° 00' 44" East a distance of 552.52 feet to the Northeast corner of said Parcel I; thence along the East line of said Parcel I the following courses: ' South 16° 00' 09" West a distance of 124.57 feet; thence North 89° 23' 48" West a distance of 107.80 feet; thence South 01° 00' 55" East a distance of 546.35 feet ' to a point on the North line of Hermoso Park, Plat Book 16, Page 48; thence along said North line North 81° 54' 17" West a distance of 289.28 feet to the Northwest corner of Lot 8 of said Hermoso Park; thence along the West line of said Lot 8 South 00° 48' 43" West a distance of ' 252.84 feet to the most Southerly Southeast corner of said Parcel I; thence along the South line of said Parcel I North 81° 35' 37" West a distance of 521.16 feet to the Point of Beginning. 1 Page 1 of 3 1 t 1 1 WE SUPPOR/ OUR !BOORS ' ffilft7 MacKay & Sposito, Inc. 14339LD19 1325 SE Tech Center Drive, Suite 140 6/27/11 Vancouver, WA 98683 btm O I Phone: 360-695-3411 e� I Fax: 360-695-0833 MacKay & Sposito, Inc. www.mackaysposito.com Containing 746,308 square feet or approximately 17.13 acres. Subject to easements and restrictions of record. 1 , REGISTERED ' ROFESS O AL t1� LAN I $ j / EllOR� ' ARE • 0 JUNE 11, 200 CH' STOFER C. 74508 EXPIRE 6/30/12 1 1 1 1 1 1 1 Page 2 of 3 1 I I I TAX LOT SKETCH TO ACCOMPANY LEGAL DESCRIPTION EXISTING TAX LOT 2S101BA "00101 2S136 -04200 I PARCEL 1, PARTITION PLAT NO. 199 013 TIGARD, WASHINGTON COUNTY, OREGON o SCALE: 1" =200' I z \ JUNE, 2011 S83'5/1191 0 E 100 200 -N- a o 0 337.46' D ,gRT 00 W I A=0729'34" S7 Q i W -' R= 547.00' L= 71.53' 4 i "77 0 -0;---j 4` 2 a N CND. BRG.= S70'15'57 "E 52 52' I ? CHD. LEN.= 71.48' S16'00'09 "W W y 124.57' I N I "-N89'23'48 "W I I T TAX LOT 107.80' w 2S101 BA -00101 � °� , w w PARCEL I, DEED DOC. I 2S1018A -00300 T' M NO. 2005 - 116537 � ) GORDON S MARTIN 0 a II 03 i ce) m p U o0 O c O w tn N Q ( Z U7 O El 2S101BA 00401 I TAX LOT 25101 AB -014 � AUTOMATE LOT 8, HERMOSO PARK, REMOVAL-, D BAND LLC ce a BK. 16, PG. 48 N8154'17 "W 2 9,28MOSO ' p FD. 5/8" IR WAPC I STAMPED "REPETTO -LS 697 ", _ 8 POINT OF BEGINNING N ( B O HER OK 16 PA E 48 N813 5'37" ° N I s 5 X 521.16' "' SW HEDA4 `\ REGISTERED �A Y II U RR OFES IONAL 23 ,p: 21 9 10 u LAN � I - 111 IN '_ ORE GON II JUNE 11, 20' CH¢�STOFE ' =LS SHERBY 0 I / � - RENEW 6/30/12 PAGE 3 OF 3 MacKay & Sposito, Inc. 14339SS19 I WF SUPPORT OUR 1HOOP5 Eps7 ' MacKay & Sposito, Inc. 14339LD24 1325 SE Tech Center Drive, Suite 140 6/27/11 Vancouver, WA 98683 btm V 1 Phone: 360-695-3411 6: Fax: 360-695-0833 MacKay & Sposito, Inc. www.mackaysposito.com 1 LEGAL DESCRIPTION EXISTING TAX LOT 2S101AB -01400 CITY OF TIGARD ' WASHINGTON COUNTY, OREGON Lot 8 of Hermoso Park, according to the plat thereof, recorded in Book 16 of plats, at Page ' 48, records of Washington County, lying in the Northwest and Northeast quarters of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon. ' Containing 19,349 square feet or approximately 0.44 acres. Subject to easements and restrictions of record. MI REGIST ' ROF• f• NAL • LA WS I . 1 air - JUNE 11.20 08 ' OFER C. HERBY 745081: EXPIRE' 6/30/12 1 Page 1 of 2 I I SKETCH TO ACCOMPANY LEGAL DESCRIPTION 2S101 BA -00300 I EXISTING TAX LOT 2S101BA•01400 GORDON S MARTIN CITY OF TIGARD, WASHINGTON COUNTY, OREGON _ 2S1 01 BA -00401 I AUTOMATED BAND REMOVAL, LLC I EXISTING TAX LOT 2S101 BA -00101 I i G tiS 1SP�' BOOK 1 6 S 0 PARK I 8 P AGE 48 7 6 5 S HERMOSO WAY I 9 21 10 11 I 12 I SCALE: 1 • =100' - _ JUNE, 2011 � 0 50 100 I REGISTERE ,P ROFESS NA � LAND S 1 Li Hi: 5 v�FYO - • . 0 E��ON I ` - JUNE 11, 200; C H TOFER . SHERBY 7450: S MacKay & Sposito, Inc. RENEW 6/30/12 I PAGE 2 OF 2 14339SS24 1 WE SUPPORT OUR TROOPS ESAN7 ' MacKay & Sposito, Inc. 14339LD23 1325 SE Tech Center Drive, Suite 140 6/27/11 Vancouver, WA 98683 btm 0 CI Phone: 360- 695 -3411 ' e ' / Fax: 360- 695 -0833 MacKay & Sposito, Inc. www.mackaysposito.com 1 LEGAL DESCRIPTION ' EXISTING TAX LOT 2S136CD -04200 CITY OF TIGARD WASHINGTON COUNTY, OREGON Parcel 1 of that Partition Plat No. 1995 -013, records of Washington County, lying in the Southwest quarter of Section 36, Township 1 South, Range 1 West of the Willamette ' Meridian, City of Tigard, Washington County, Oregon. EXCEPT: Right of way dedication as shown in Record of Survey No. 31583, records of Washington County. ' Containing 25,169 square feet or approximately 0.58 acres. Subject to easements and restrictions of record. 7 A REGISTERED ' \ FESS 6 AL LAN! Y O R OR ' OREGON JUNE 11. 2008 CHRI -TOFER C. SH RBY ' 74508LS EXPIRES 6/, 0/12 Page 1 of 2 IN • • • • we • • • w • • EN • • • I• • NE SKETCH TO ACCOMPANY LEGAL DESCRIPTION \ EXISTING TAX LOT 1S136CD -04200 \ CITY OF TIGARD, \ \ WASHINGTON COUNTY, OREGON I 1 \sii,,6 SCALE: " =50' il e JUNE, 2011 I ® JUN /l 0 limmi 25 50 - N SA li N int TAX LOT 1S136CD -04200 3 PARCEL 1, PAR1111ON PLAT NO. 1995 -013 \ a \\ o \ O V 6 O N0 1 U H I TAX LOT REGISTER e \ \` 251018A -00101 .N PROFES . * A PARCEL I, DEED DOC. � NO. 2005 - 116537 LA 8:A ©; Egifr ■1`c: til _ 7 C OREGON ® 0 \() �,ye CHRISTOFE- t . SHERBY ® - 74 08LS MacKay & Sposito, Inc. R EW 6/30/12 PAGE 2 OF 2 14339SS23 I i WE SUPPORT OUR (ROOFS MAE MacKay & Sposito, Inc. 14339LD20 :� 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm V I Phone: 360-695-3411 C t Fax: 360- 695 -0833 MacKay & Sposito, Inc. www.mackaysposito.com LEGAL DESCRIPTION ADJUSTED LOT 1 CITY OF TIGARD WASHINGTON COUNTY, OREGON Parcel 1 of partition plat 1995 -013 and a portion of Parcel I of Deed Document No. 2005- 116537, Washington County Deed Records, lying in the Southwest quarter of Section 36, Township 1 South, Range 1 West, and the Northwest quarter of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon, described as follows: Commencing at a 5/8" iron rod with a yellow plastic cap stamped "Reppeto -LS 657" marking the Southeast corner of Lot 8 of the plat of Palmer Acres and the Southwest corner of said Parcel I, Deed Document No. 2005 - 116537 as shown on Record of Survey No. 31583; thence along the East line of said Palmer Acres and the West line of said Parcel I North 00° 13' 38" East a distance of 573.17 feet to the Point of Beginning; thence continuing along the East line of said Palmer Acres, the West line of said Parcel I and the West line of Parcel 1 of Partition Plat No. 1995 -013 North 00° 13' 38" East a distance of 472.69 feet to the Northwest corner of said Parcel 1 of Partition Plat No. 1995 -013; thence along the Northwesterly lines of said Parcel 1 the following courses: North 40° 02' 28" East a distance of 42.81 feet; thence North 51° 13' 03" East a distance of 33.47 feet; thence North 05° 24' 49" East a distance of 34.15 feet; thence South 87 °54' 31" East a distance of 17.36 feet; thence North 19° 21' 52" East a distance of 7.92 feet; thence North 62° 27' 41" East a distance of 37.81 feet to a point on the arc of a 547.00 foot radius curve on the Southwesterly right of way line of SW Dartmouth Street as shown on said Record of Survey; thence along the Southwesterly right of way line of said SW Dartmouth Street and along said curve to the left, through a central angle of 22° 27' 19 ", an arc distance of 214.38 feet, the chord of which bears South 47° 08' 43" East a distance of 213.01 feet; thence South 26° 32' 33" East a distance of 12.13 feet; thence South 68° 40' 35" East a distance of 4.84 feet to a point on the arc of a 41.50 foot radius curve; thence along said curve to the right, through a central angle of 29° 24' 16 ", an arc distance of 21.30 feet, the chord of which bears South 00° 35' 58" East a distance of 21.06 feet, to a point of tangency; thence South 14° 06' 10" West a distance of 68.60 feet to a point of curvature with a 198.50 foot radius curve; thence along said curve to the left, through a central angle of 13° 52' 32 ", an arc distance of 48.07 feet, the chord of which bears South 07° 09' 54" West a distance of 47.95 feet, to a point of tangency; thence South 00° 13' Page 1 of 3 WE SURI'ORE OUR/R ' MacKay & Sposito, Inc. 14339LD20 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm v Phone: 360-695-3411 ' d Fax: 360-695-0833 MacKay&Sposito,Inc. www.mackaysposito.com ' 36°West a distance of 293.09 feet; thence North 890 46' 22°West a distance of 254.67 feet to the Point of Beginning. ' Containing 134,322 square feet or approximately 3.08 acres. Subject to easements and restrictions of record. ' REGISTERED ... ti\PROFES CONAL LA i I OREGON I xiNe». CHRISTOFER .SHERRY 7450 S EXPIR S 6/30/12 t Page 2 of 3 I I SKETCH TO ACCOMPANY a = 22'27'19 LEGAL DESCRIPTION I R= 547.00' L= 214.38' CB= S47'08'43 "E ADJUSTED LOT 1 CD= 213.01' p CITY OF TIGARD, ' I N62'27'41 "E 37.81' WASHINGTON COUNTY OREGON N1921'S2 ° E 7.92' � S87'54'31 "E 17.36' I NOS'24'49 "E 34.15' N5113b3°E 33.47 N40'02'28 "E 42.81' TAX LOT 4200 ` 1�% I PARCEL 1, PARTITION 1"�'. PLAT N0. 1995 -013 1 w \ I — _ S26'32'33 "E 12.13' ‘ r^ S68'40'35 ° E 4.84' 42924'16 • 3 Afro 'VjaJ� I R= 41.50' L= 21.30' O. j C6= S00'35'S8 ° E co � / CD= 21.06' G co / PROPOSED` X13'52'32° LOT 2 I R= 198.50' L= 48.07' C8= S07'09'54 "W CD= 47.95' w TAX LOT 101 0 g co -a, PARCEL I, DEED DOC. z M Ri NO. 2005 - 116537 zo v' rn o LOT 1 0 � in ° z PROPOSED x z o I 134,322 SQ. FT. LOT 3 ° z 3.08 ACRESt O oU o y M o SCALE:1 ° =100' N W ' 5�� r° N JUNE, 2011 m 1 z 0 a o '05j- "S\13 � cn 0 50 100 2 Q N I O m u' o U O J CNI O Q O to I Q 0-1 POINT OF BEGINNING co 0 3 /-POINT N89'46'22 "W N ° 254.67' REG ISTERED I 0 ° w LAND ,UR�(E �'6 FD. 5/8° IR W/YPC MN T M STAM " I I � 697 °PED POINT OF REPETTO -LS ® �� ". I yOMMENCEMENT OR EGON J 11, 2008 m W CHRI TOFER C HERBY -J ® ! 74508L 1 MacKay & Sposito, Inc. RENEW 6/30/12 I PAGE 3 OF 3 14339SS20 1 Wt SUPPORT OUR TROOPS ' Eyfij MacKay & Sposito, Inc. 14339LD22 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm 0 l Phone:360- 695 -3411 6." ' i Fax: 360- 695 -0833 1 MacKay & Sposito, Inc. www.mackaysposito.com ' LEGAL DESCRIPTION ADJUSTED LOT 2 ' CITY OF TIGARD WASHINGTON COUNTY. OREGON ' A portion of Parcel I of Deed Document No. 2005 - 116537, Washington County Deed Records, lying in the Southwest and Southeast quarters of Section 36, Township 1 South, Range 1 West, and the Northwest and Northeast quarters of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon, described as follows: Beginning at a 5/8" iron rod with a yellow plastic cap stamped "SHERBY 74508" at the ' Northeast corner of said Parcel I as set in Record of Survey No. 31583; thence along the East line of said Parcel I South 16° 00' 09" West a distance of 124.57 feet; thence along said East line North 89° 23' 48" West a distance of 107.80 feet; thence along said east line South 01° 00' 55" East a distance of 46.71 feet; thence North 89° 46' 22" West a distance of 49.98 feet to a point on the arc of a 208.50 foot radius curve; thence along said curve to the left. through a central angle of 08° 51' 30 ", an arc distance of 32.24 feet, the chord of which bears South 22° 39' 47" West a distance of 32.20 feet; thence North 89° 46' 22" West a distance of 51.71 feet; thence North 00° 13' 38" East a distance of 2.00 feet; thence North 89° 46' 22" West a distance of 126.00 feet; thence North 00° 13' 38" East a distance of 9.00 feet; thence North 89° 46' 22" West a distance of 63.00 feet; thence North 00° 13' 38" East a distance of ' 151.02 feet; thence North 10° 55' 02" East a distance of 85.83 feet; thence North 79° 04' 58" West a distance of 197.03 feet to a point on the arc of a 142.00 foot radius curve; thence along said curve to the right, through a central angle of 03° 32' 09 ", an arc distance of 8.76 ' feet, the chord of which bears North 12° 20' 05" East a distance of 8.76 feet, to a point of tangency; thence North 14° 06' 10" East a distance of 39.15 feet to a point of curvature with a 42.00 foot radius curve; thence along said curve to the right, through a central angle of 57° 05' 54 ", an arc distance of 41.86 feet, the chord of which bears North 42° 39' 07" East a ' distance of 40.14 feet; thence South 55° 46' 05" East a distance of 4.89 feet; thence North 82° 05' 53" East a distance of 9.80 feet to a point on the arc of a 547.00 foot radius curve on the North line of said Parcel I, said point being on the South right of way line of SW Dartmouth Street as shown on said Record of Survey; thence along the North line of said Parcel I, the South right of way line of said SW Dartmouth Street and said curve to the left, through a central angle of 04° 07' 40 ", an arc distance of 39.41 feet, the chord of which bears ' South 71° 56' 54" East a distance of 39.40 feet, to a point of tangency; thence continuing along said North and South lines South 74° 00' 44" East a distance of 552.52 feet to the Point of Beginning. 1 Page 1 of 3 1 1 WE SUPPORE OUR lRVOP, ' ___ MacKay & Sposito, Inc. 14339LD22 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm V CI Phone: 360 -695 -3411 e� 110 Fax: 360-695-0833 MacKay & Sposito, Inc. www.mackaysposito.com Containing 111,580 square feet or approximately 2.56 acres. Subject to easements and restrictions of record. RR ' ROFE EGISTE SfON OR OREGO JUNE 11, .:'s8 ' CH-ISTOFE' . SHERBY 74558LS EXPI S 6/30/12 PI 1 1 1 1 Page 2 of 3 1 ....1=1......m.....N.......1.1............. SKETCH TO ACCOMPANY LEGAL DESCRIPTION EXISTING TAX LOT N\NN ADJUSTED LOT 2 4200, PARCEL 1, PP NO. 1995 -013 \ CITY OF TIGARD, _ — _ WASHINGTON COUNTY, OREGON �� _ C4 S s55 4s o f � T`t` 007 - c� N1406,10 4 .8 9 ! 80 ` ysT N 79 '04'5,3"W . 5' S74.00, 4 „ %. 197.0,3' 4 E 55 P- 2.52, N, -- PROPOSED LOT 3 fr) co PROPOSED LOT 1 _ o co N E CORNER PARCEL I, DEED a LOT 2 DOC. NO. 2005 - 116537, z 111,580 SQ. FT. POINT OF BEGINNING o z "' o w 2.56 ACRES± p Ni: m CO v) p� i r N89'23'48 "W SCALE: 1"=1 00' _ N _ 0 0 0 JUNE, 2011 o v o Z N89'46'22 "W N89'46'22 "W 107.80 0 50 100 ` "' 63.00' 49.98' '" '00'55"E 2S101 BA - 00300 1=1111.1111111 Oa z CI ' H � N 89'46'22 "W v 46.71 GORDON S MARTIN z vc Q N00'13'38 "E 126.00 -f m "' 9.00' N00'13'38 "E `N89'46'22 "W REGISTERED RECORD OF 2.00 51.71' I ti 's f� ROFES IONAL CURVE DATA SURVEY NO. 31583 J LAN - = R CURVE DELTA RADIUS LENGTH CHD. BRG. CHD. LEN. C1 08'51'30" 208.50' 32.24' 522'39 "W 32.20' ® N EG2 C2 03'32'09" 142.00' 8.76' N12'20'05 "E 8.76' JUNE 11, 2008 CHR :TOFER C.: ERBY C3 57'05'54" 42.00' 41.86' N42'39'07 "E 40.14' • ' \ 74508LS C4 04'07'40" 547.00' 39.41' S71'56'54 "E 39.40' ®`.: - ° RENEW 6/30/12 MacKay & Sposito, Inc. PAGE 3 of 3 14339SS22 WE SUPPORT OUR TROOP% ' MacKay & Sposito, Inc. 14339LD21 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm O CI Phone: 360- 695 -3411 6 , I Fax: 360- 695 -0833 MacKay & Sposito, Inc. www.mackaysposito.com LEGAL DESCRIPTION ADJUSTED LOT 3 ' CITY OF TIGARD WASHINGTON COUNTY, OREGON ' A portion of Parcel 1, Partition Plat No. 1995 -013, a portion of Parcel I and all of Parcel II of Deed Document No. 2005 - 116537, Washington County Deed Records, lying in the Southwest and Southeast quarters of Section 36, Township 1 South, Range 1 West, and the ' Northwest and Northeast quarters of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon, described as follows: Beginning at a 5/8" iron rod with a yellow plastic cap stamped "Reppeto-LS 657" marking ' the Southeast corner of Lot 8 of the plat of Palmer Acres and the Southwest corner of said Parcel I, Deed Document No. 2005 - 116537 as shown on Record of Survey No. 31583; thence along the East line of said Palmer Acres and the West line of said Parcel I North 00° 13' 38" East a distance of 573.17 feet; thence South 89° 46' 22" East a distance of 254.67 feet; thence North 00 °13' 38" East a distance of 293.09 feet to a point of curvature with a 198.50 foot radius curve; thence along said curve to the right, through a central angle of 13° 52' 32 ", an arc distance of 48.07 feet, then chord of which bears North 07° 09' 54" East a distance of 47.95 feet, to a point of tangency; thence North 14° 06' 10" East a distance of 68.60 feet to a point of curvature with a 41.50 foot radius curve; thence along said curve to the left, through a central angle of 29° 24' 16 ", an arc distance of 21.30 feet, the chord of ' which bears North 00° 35' 58" West a distance of 21.06 feet; thence North 68° 40' 35" West a distance of 4.84 feet; thence North 26° 32' 33" West a distance of 12.13 feet to a point on the arc of a 547.00 foot radius curve, said point being on the South right of way line of SW ' Dartmouth Street as shown on said Record of Survey; thence along said South right of way line, and along said curve to the left, through a central angle of 11° 30' 42 ", an arc distance of 109.90 feet, the chord of which bears South 64° 07' 43" East a distance of 109.72 feet; t thence South 82° 05' 53" West a distance of 9.80 feet; thence North 55° 46' 05" West a distance of 4.89 feet to a point on the arc of a 42.00 foot radius curve; thence along said curve to the left, through a central angle of 57° 05' 54 ", an arc distance of 41.86 feet, the chord of which bears South 42° 39' OT West a distance of 40.14 feet, to a point of tangency; thence South 14° 06' 10" West a distance of 39.15 feet to a point of curvature with a 142.00 foot radius curve; thence along said curve to the left, through a central angle of 03° 32' 09 ", an arc distance of 8.76 feet, the chord of which bears South 12° 20' 05" West a distance of ' 8.76 feet; thence South 79° 04' 58" East a distance of 197.03 feet; thence South 10° 55' 02" West a distance of 85.83 feet; thence South 00° 13' 38" West a distance of 151.02 feet; thence South 89° 46' 22" East a distance of 63.00 feet; thence South 00° 13' 38" West a ' distance of 9.00 feet; thence South 89° 46' 22" East a distance of 126.00 feet; thence South 00° 13' 38" West a distance of 2.00 feet; thence South 89° 46' 22" East a distance of 51.71 Page 1 of 3 1 r I WF SUPPORT OUR tROOPS Ora MacKay & Sposito, Inc. 14339LD21 1325 SE Tech Center Drive, Suite 140 6/24/11 Vancouver, WA 98683 btm O SI Phone:360- 695 -3411 Fax: 360-695-0833 MacKay & Sposito, Inc. www.mackaysposito.com ' feet to a point on the arc of a 208.50 foot radius curve; thence along said curve to the right, through a central angle of 08° 51' 30 ", an arc distance of 32.24 feet, the chord of which bears North 22° 39' 47" East a distance of 32.20 feet; thence South 89° 46' 22" East a distance of ' 49.98 feet to a point on the East line of said Parcel I, Deed Document No. 2005 - 116537; thence along said East line South 01° 00' 55" East a distance of 499.64 feet to a point on the North line of Hermoso Park, recorded in plat Book 16, at Page 48; thence along the South line of said Parcel I and the North line of said Hermoso Park North 81° 54' 22" West a distance of 163.08 feet to the Northeast corner of said Parcel II, Deed Document No. 2005- 116537; thence along the East line of said Parcel II South 08° 05' 43" West a distance of 150.00 feet to the Southeast corner of said Parcel II on the North right of way line of SW Hermoso Way as shown on said Record of Survey; thence along the North and West right of way line of said Hermoso Way the following courses: ' North 81° 54' 17" West a distance of 19.15 feet to a point of curvature with a 75.00 foot radius curve; thence along said curve to the left, through a central angle of 90° 00' 00 ", an arc distance of 117.81 feet, the chord of which bears South 53° 05' 43" West a distance of 106.07 feet, to a point of tangency; thence South 08° 05' 43" West a distance of 25.80 feet ' to the most Southerly Southeast corner of said Parcel I; thence along the South line of said Parcel I North 81° 35' 37" West a distance of 521.16 feet to the Point of Beginning. Containing 544,924 square feet or approximately 12.51 acres. ' Subject to easements and restrictions of record. REGISTERED \ ,1 ROFES tO L I e LA . i EYeR WAIT ORF.6 0 E 11.2008 CHR TOFER C. S RBY ' 74508LS EXPIRE /30/12 Page 2 of 3 I I LOT SKETCH TO ACCOMPANY LEGAL DESCRIPTION 4200, PARCEL 1. ADJUSTED LOT 3 PP NO. 1995 -013 \ CITY OF TIGARD, WASHINGTON COUNTY, OREGON N26'32'33 "W F I 12.1 S� N 68'40'35 "W �' RTit i fe, , , 4.84' C2 Gi - U j Xi Az N14'06'10 "E 682. .. Sj ` 68.60' - A/55•4 6 53 9 W � W S79.0 . 58. 4.89• I 19 7 p3' E S10'55'02 "W r \ss' _'" S14'06'10 "W 85.83' M o 39.15' S89'46'22 "E S89'46'22 "E In r.6 rn 63.00' 49.98' LOT 2 I Z `� S00'13'38 "W 151.02' , ` O c o z S89'46'22 "E S00'13'38 "W� 0 z to o °_• U 254.67' 9.00' S0� 0308 "W L 0N 018a - 00300 o z o o _1 a S89462 R D OF �$� `l S81 "E a SMARTIN - z z ° ° �p � � ''2 "E (C! C• ° 0 . _ t R� "� LOT 3 51.71 QZ in 0 544,924 SQ. FT. in - - v o 12.51 ACRES± o z N 1 P 2S101BA -00401 g M EXISTING TAX LOT 101, o AUTOMATED BAND Le N81'54'22 " W " y DOC. NO. 2005 - 1165 PARCEL I, DEED REMOVAL, LLC _ Q ° o `n 163.08' z SOS'05'43 "W ' ' w 150.00' SCALE: 1"-=200' JUNE, 2011 a Q EXISTING TAX LOT 1400, 0 100 200 PARCEL II, DEED DOC. NO. 2005- 116537, LOT 8, HERM050 p I HERMOSO PARK N81'S4 "W BOOK 16 PAGE 48 IIIIIMI BK. 16, PG. 48 19.15' N II 8/'35.37° S08'05'43 "W 6 5 W 5 21.16' _ 2 G S W HERMO WA EBFN s FD. 5/8" IR W/YPC STAMPED 23 21 9 10 11 ® �' I °REPETTO -LS 697 ", POINT OF BEGINNING 12 MacKay & Sposito, Inc. ' n1 `\ REGISTER . • CURVE DATA A , PROFES�, '• l i� =� I .. CURVE DELTA RADIUS LENGTH CHD. BRG. CHD. LEN. I C1 13'52'32" 198.50' 48.07' N07'09'54 "E 47.95' 4& ' II C2 29'24'16 41.50' 21.30' NO0'35'58 "W 21.06' • SON I C3 11'30'42" 547.00' 109.90' S64'07'43 "E 109.72' Ju „ CH' ISTOFER C HERBY C4 57'05'54" 42.00' 41.86' S42'39'07 "W 40.14' 74508L C5 03'32'09" 142.00' 8.76' S12'20'05 "W 8.76' RENEW 6!30112 I C6 08'51'30" 208.50' 32.24' N22'39'47 "E 32.20' C7 90'00'00" 75.00' 117.81' S53'05'43 "W 106.07' PAGE 3 OF 3 14339SS21 I Im m r - - - - - - N 1 PROJECT NARRATIVE TIGARD RETAIL CENTER ' LOT LINE ADJUSTMENT ' LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST, AND THE SOUTHEAST AND SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE ' MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON Tax Lots 4200 (map 1S136CD), 101 (map 2S101BA) & 1400 (map 2S101AB) ' INTRODUCTION ' Project Description: ' The proposed property line adjustment is to adjust the property lines associated with the development of an 18.15 acre vacant property located within the Tigard Triangle on the south side of SW Dartmouth Street, approximately 400 feet west of SW 72n Avenue. This application seeks to reconfigure TL 4200, TL 101, and TL 1400. The adjustments will increase the size of TL 4200 from 0.58 acres to 3.08 acres, more or less, and the size of TL 1400 from 0.44 acres to 12.46 acres, more or less. Note that the adjusted size for TL 1400 ' (12.46 acres) also incorporates an approximate 0.05 acre right -of -way dedication along the Hermoso Way frontage. The adjustment will decrease the size of TL 101 from 17.13 acres to 2.56 acres, more or less. The lot line adjustment application incorporates the lot line ' configuration associated with the currently approved Planned Development application for this site. A Preliminary Lot Line Adjustment Plan has been included with this application which reconfigures the existing lots to accommodate the proposed development and leasing agreements. Project Site Location: ' The project site is located near the intersection of SE Dartmouth St. and SW 72n Ave. located in the northeast and northwest 1/4 of section 1, township 2 south, range 1 west, and the southeast and southwest 1/4 of section36, township 1 south, range 1 west, Willamette Meridian, City of Tigard, Washington county, Oregon State Tax Lots 4200 (map 1 S136CD), 101 (map 2S101 BA) & 1400(map 2S101AB). The site is located approximately 1/4 mile east ' of Hwy 217. Approvals Requested: The applicant seeks Lot Line Adjustment approval. The approval criteria are addressed in pp 1 Pp pp the following code response sections. 1 1 Chapter 18.410.040 LOT LINE ADJUSTMENTS APPROVAL CRITERIA A. Approval criteria. The Director shall approve or deny a request for a lot line adjustment in writing based on findings that the following criteria are satisfied: 1. An additional parcel is not created by the lot line adjustment, and the existing parcel reduced in size by the adjustments is not reduced below the minimum lot size established by the zoning district; Response: No additional parcel is created by the lot line adjustment. All parcels will meet the minimum lot size requirements established by the underlying zoning district. 2. By reducing the lot size, the lot or structures(s) on the lot will not be in violation of the site development or zoning district regulations for that district; t Response: There are no existing structures on any of the three (3) tax lots. All proposed lot sizes comply with the site development and zoning district regulations. ' 3. The resulting parcels are in conformity with the dimensional standards of the zoning district, including: Ma. The minimum width of the building envelope area shall meet the lot requirement of the applicable zoning district; b. The lot area shall be as required by the applicable zoning district. In the case of a flag lot, the accessway may not be included in the lot area calculation; c. Each lot created through the partition process shall front a public right -of -way by at least 15 feet or have a legally recorded minimum 15 -foot wide access easement; and d. Setbacks shall be as required by the applicable zoning district. Response: The lot line adjustment complies with all applicable dimensional standards, frontage requirements and setbacks of the General Commercial Zone, the Mixed Use Employment Zone, the Tigard Triangle Design Standards and the Planned Development Overlay District. ' 4. With regard to flag lots: a. When the partitioned lot is a flag lot, the developer may determine the location of the front yard, provided that no side yard is less than 10 feet. Structures shall ' generally be located so as to maximize separation from existing structures. b. A screen shall be provided along the property line of a lot of record where the paved drive in an accessway is located within ten feet of an abutting lot in ' accordance with Sections 18.745.050. Screening may also be required to maintain privacy for abutting lots and to provide usable outdoor recreation areas for proposed development. 1 Tigard Retail Center - LLA Project Narrative ' Tigard, OR Page 2 of 3 ' Response: The lot line adjustment will not create any flag lots. This criterion does not apply. ' 5. The fire district may require the installation of a fire hydrant where the length of an accessway would have a detrimental effect on fire - fighting capabilities. ' Response: The proposed development will meet all fire district requirements. Preliminary hydrant locations are shown on the Preliminary Utility plan and have been reviewed and found acceptable by John K. Dalby, Deputy Fire Marshal ll with Tualatin Valley Fire & Rescue. 6. Where a common drive is to be provided to serve more than one lot, a reciprocal easement which will ensure access and maintenance rights shall be recorded with the ' approved partition map. Response: The common drives will have a reciprocal easement recorded with the approved map to ensure access and maintenance rights for all parcels. In addition, the proposed development intends to provide shared access to the adjacent property to the east (TL300). A cross -over access easement will be placed on permanent file with the City prior to occupancy of the site. 7. Any accessway shall comply with the standards set forth in Chapter 18.705, Access, Egress, and Circulation. Response: All accessways comply with the standards in Chapter 18.705, Access, Egress, and Circulation, as identified in the Code Response for the proposed Planned Development application currently under review. ' B. Exemptions from dedications. A lot line adjustment is not considered a development action for purposes of determining whether floodplain, greenway, or right -of -way dedication is required. ' Response: In association with the previously approved Planned Development application for this site, this project proposes to dedicate right -of -way along the Hermoso Way frontage to accommodate the construction of an eyebrow corner per Washington County Standards. C. Variances to development standards. An application for a variance to the standards prescribed in this chapter shall be made in accordance with Chapter 18.370, Variances ' and Adjustments. (Ord. 09 -13) Response: No variances to the development standards are requested. This criterion does ' not apply. Tigard Retail Center - LLA Project Narrative ' Tigard, OR Page 3 of 3 .7c sm •• I= ii. I= 1.• N. I.. N. 11 =I iim m .. im. I= lim •• m PROPOSED - I dT H 1;,' FULL ACCESS — I ' �/ 1 F ( fl F T r i o-O ZONE OWNER /APPLICANT _ ( GENERAL COM EBaAI 1 /I J I ( � _ _ 1 MUE ZONE PACTROSr I l Y - n I_� I (MIXED U SE 15350 SW SEQUOIA PKWY SUITE 300 •� [ � f ACCF_SS EASEMENT I EMPLOYMENT) PORTLAND, OREGON 9722 i ^ ,fi I r l/ , � 1 pg GRUNTED BY NEACENT r 1 e PROPERTY OWNER (so3) 6za - 63oa // 1 IIl ' II t 1 /✓ F j / L.� ry � O ]5 �1 I/ f y; ' 1/l „/ w — — — p p = _ - SITE DATA l / d Ir r ? p I l I /'l i y ' IIL f , 7127 pp p // � � E .t ” J 1 1 -2x45 7 _ I ; ' PROJECT TOTAL � !'/ / , L J --,1, � ' NO L (L A / / / / , J �� _ RETAIL -_ 1 2 (LOT OT Z) I) 308 2 56 A OL = O /' I / / _ Q tl i > RETAIL 3 (LOT 3) 12 66 AC IrI 3 HERM OSO ROW DEDICATION 005 ACt II 1 = I i LOT 2 A' TOTAL SITE AREA 18 15 ACC /T i / ! U''PI J \ S �IJI B'w 11 i x , L " %' ; ' zlRnD I � � 111,580 RE _ _ ■ i LEGEND a I ` ii/ _ DRAIN SNC We E war AN S '(256 ACRES' _ . s,me q , I i 6 / 11 1 , ^ g TL 101 � � --� 1°_=.1:4', .- ❑ � _ _ _ — BanwRV UxE � , J J , yle , , °` TL 140 ,91515 11,— /0:i ' , / + L 11 N M UE ZONE _ eD s ma,D eDUnrvc & is L;= I R 1 1 � ° i s ' s P q B, Nil p I ' d t� N , Mfnexo BUMP .i I �p� ' fh / I � 1 �e \- PP,CPOSED - EXISTING \,,' 7„ P ='s X ' 0 ' � C 4/ ( [ 7 B UILDIN G _ 4 5� / L = m om_ l mOrJx w MR PROPERTY R _ a xv PR RIDHT a WA DEDICATION y LINE x � 1i W A I r I /' FOOTPRINT sw mens.rw R ' .C' WETLANDS '''.°' e saree+] w yyI °j / gg BUFFER RN. _—....,....:....-----H_ /1--- 7. ,/ ., P /' sOZSaz - J L =IAS I S f 4 145 - _ 5 - �� PROPOSED I p / 5 0z PROPOSED RIGHT OF- a. lzs L, I' 5 15 51n5o pi / p DILATION F 25 / Q � LINE Dos pcRES) �� b� O 1ff I PROPERTY WAY L I C -G ZONE MUE ZONE i �� R / pI� WETLANDS / �/ H f�R =Sn / 0 - _ BUFFER ' �0 /4755] I'/ 1 0 F !la,..r.: PROPOSED / gaol ,1 '- , FULL ACCESS - -/ � 5'5546 a'E L- - BB , _L_ LOT 3 I;' � ,` „ s. >� s,TGS,ay, , L 2J JO IS - 542 SF ' � , : � R. ns � �,` - - ) PRGPDSED ( 5 8 ■ L ° a1 PRG PE R TY 12.46 ACRES 1 /,� 14 ,,Ja•E -\ /,- R=I,z ',a 9 p surz]]t� , sF,a4 LINE q", 3d ew I 2u . 4p w ' __ ' f4 - ----""'"2-:-T-2!-1:.__- SWI; �B _ 50::, ^ !ev� - r■ . Z < L OT, I I i� ∎:, / 134,322 SF cr I - w EXISTING ♦ 30 8 ACRES /�eu PROPOSED - NOTES W i- PROPERTY ..Ir, ' LINE \ w , ry FOOTPRINT —\ I 1 ME LOT UNE +OIJSMENT APPLCATON INCORPORATES PeE LOT TINE W ` CoNN rl wa.na ASSOCIATED *ITN me IPREN CInr APPRO. PLANNED // CC ' � 7' 1 I OEWLOPNENT APPLICATION FOP THIS s,E THE PRO,ECr OMER SHEET V b EXISTING WETLANDS I ' ' I TatTMER WI, EAO.1 E. ,NE DRAWS INDICATED Iry Hs DRAWING [NOEA = O O zs1 4,I C _ OF.AINAGE WAY „_/ I �x . PROPOSED I ICAO ,EO INTO n¢ LOT unE ADJUSTMENT RAN CROAK +s _ / ARE INCORPORATED p qqq I `♦ BUILDING ' 1 1 _ J~ Q J O� �� j �� T . ♦ � ♦ A♦ FOOTPRI ''''' . � SEE l PPFLI P N TE PLAN Q Q D zs/ .. c \ \, WETL ANDS — , ; ' r + S EE wLUxmeRr w orvc .ry feQ unu I I W O RNnn a ) 1 O Q Z { x` WEUNINAR '.. _. ------ - --- -- urrcs Fa wr Q (WELT vc IO) J 4,,, i . / '�� BUFFER \ - �_. _ i F CRAnxc sraN WATER AND OMER FFAOURES OPOgn Q Q - --- -` - -- --- --_�._._- � —' = -_- _L_l= _ _ - - =1 _ _� -- -- - a 0 oov e 5 PROJEC BOUNDARY AND Pw1T -OF -RAY SHOW+ a M E PREUNi5AR0 0 >- tONaS LOT PREPARRED BY UnA SPOSTTO BASED UPON AL1A/rOPa}+IMIC SURVEY F CO Et _- Z PROJECT TEAM OWNER /DEVELOPER SURVEYOR J PACTPUST MACKAY AND SP051 TO INC w GRAPHIC SCALE 15350 5w SEOVOIN PKWY SUITE 300 1325 SE TE041 CENTER DRIVE SUITE 140 CC fF PORTLAND OREGON 97224 VANCOUVER WA 98883 I_m_ -_� -- (500) 624 -6300 cO O) CHRIS SHERDY ∎.'2:T l6, CIVIL PAGLAND 6400 SE LAKE ROAD, SUITE 300 PLL -1.O PORTLAND, OR 97222 (503) 659 -5500 CONTACT BRYAN DICKERSON P E maw Nem mem or mio•Nomemmemommummiimmi )Th s LEGEND =:7' / xaw( 1 W oE�aa— J I SITE DATA r 1—Th PP.. 9.111,x4_ NLL ACCESS / 24 UNE PEA u ryP , I 1' .\ M ' P �gl PO SS DA ACC a CONCRETE E CURB d CUTTER / '^-C / N'fl l III ��••• tJ `\ - S RETAIL (t➢111 RETAIL b 4. ZIXnNC LINE I'± ^• RETAIL 2 ( (L0I ]{ 156 ACT PROPOSED TRAFEC Mina" �/-------- '� ' "^ � eo 1 N LOT AY 0 OICATON 1 0 a5 of M — — WERANDS I 1"' t *� ' \-4 i - ' TOTAL 1815 ACf EETAn J RAPPING STALLS PER POW III 1 ._: • '`^. `- GO ZONE MLLE ZONE ,7. HABER OF WRCI PARTING STALLS PER R. i - ~` g• '` 9 / W/ \ w5_ 4 ' (GENERALCOMMERCIAL) I (MIXED USE BUILDING DATA s H 1 CONCRETE STIEWAIN PAVEMpT / /r, �/ = "�\ _ ACCESS EASEMENT STOWED 1 1 / EMPLOYMENT) aEiui i iim gi eGiSLU c Hr. DIPEC11CNAL PAW NAMIMGS / ';/ 1 / 9900 ;' I .' �� PEI 6 ACCESS,. STALL /� ' \ \� PORNRa NNPE 1 I�_1 , I URGING AREA 1 161900 SF uws uEx µ l Y I i �b\ \ 1_.11 AGATE ¢ «ss Lacnnm' _ f Ig CART COPCOPRA, d y 'M d, t i RETAINING WALL - _ IN a ,* p' 1n , '. , 2' 95w _ — " i — PARKING DATA �� IoOff MA%A,OTa) 1 / I rij / Jla _ eq , .1 Iii.E1', - EI o i �. vrt ARAN_ ,,,,,,/ Jl { -- --L,1_,,,, AIICilD��L 1 11 - ( �� ,,_ ` ' / _ PEPE. 1 (12 MO of OmwxG MEP) A NEAT / �/� / , i 6z 1 _ 1 1 1 I i 1 1 I I 1 PI 1� I L I U Si - 7 h .I 1 1,1,1 I _ STANDARD STALLS 611 STALLS o io1ACwEDrt asrxa xWlwcr STALLS 1 STALLS m ,Y 1 t - Ca59BLL STALLS SiSTA. O rERAND 9IFFFA I �' "'I l 111' J'I —. '10'tl( &I-10.44021.50 IS3. „e) .Z - ,OTAL 68 STALLS � R''}q / / ,� [ I• ( _ FA0.051YE ffJICY flPl}F •� „• (_1 EI�CI fE11E5RNAx PLAZAS Z l I lP ,� T '✓ - . PARKING PAM 56Z /I,WO A O I I ca+G,Rrz BY ARa1rtCI / ,)/4 / - LOT 2 1 - -- - � , . ' �- ... ' �' / / , R s, r / RETAIL g' w) - --- ' -'' �)— a � 3 �- ¢ RO STALLS A000 wf eulm5511GSruis I 2 ASPHALT PAN %I /' ( 0 I 1 j COMPACT 0 STALLS j y� I / 1 � 1 � ., '''.?:°) roTA1 62 STALLS CEAPANCE AREA / I 1 e 000 �5 .0 ' �1 e y iMOYAPE PAPNixS ,Arlo 51�/10W S G� ! l CZ; a 2 I „/ ,/ % E�)x' - E ] ] d ] ] O o a ] I� - ` - - FETAL J {m9oo SHf ecl�nc AREAL S c f, i . 1 11�'� 1 s l IY I • _ • i_I_ —_ _- - _ PAINTING STRIPING LEGEN / ) > - w A 00 a PEO6sm / O TA s s s_ us / 1/1 1 UEEEA Mt �E' l I� — }} - { - { COMPACT STALLS 45 STALLS ° $ 0 SN3 /� 214. WiR Satli UNE /� WDE � Il lF l � - ' J — �J I I Cf,61y I I � 1 __ �R � WL CC I � � -' A TE 11CI. �O xE PATH L 3 I AttE559lE 5iRLL5 1l ST .S � � � R l 2' d - { i_ {, _J r - TART CORRAL STALLS 24 STALLS S2 /� SMOTE 1E110W .0 WE / 4' 202 OE LA EMSIING 1 2' 012L/4' DOUBLE 1ELLOW SOLID LINE / 4' WIDE E 9/1/// N /y;/ r d 1 y _ ,. _ y u B'•rro 11 �-' ©; 9' TIP ,y • „.,, _ -`- 0 561 STALLS _ • Srs /10' sx LE rLUOW .D Arc / 10' TIDE A 1I I , / ; /;' -_ a ° T,T,T ( — in ��A ] - � '� �� p . PAw4xG RAno 4 m /1000 9 srul /� sxaE wH1R DASHED UNE / TIDE I / �( I T � •' - ' / J r J J 4 N I � ] ] I J J D J -_� ., � TO,a 9R 691 STALLS 4 SF PATO t' N3/2A SINGLE SS0,10 IMf NDE y - - % I � �,Y, 1 r �' Y l L -....- A )� � �.. _Lilt ' � � • - ,', , -- ... DATA .. A � S w . ///,/ l /)/ 1 I /, L f I C C I C C E I N 1 � \ 1 ALL CALOJUDb+S BASED ON TOTAL GROSS a / F J A � 2 (R. ` y / n - - -- - SPJAPE FOOTAGE DE BUl01NG MINT f MUE 1 / /r PED E S mIAn / Sn -! 1 —� _ (ia}— Inauzs ACCESS,. STALLS exo STALLS U. 1 4 -► __ r w 0] © Y R Y•f 0 J .l J]] ] ] J J J] G I �1 BY CART CORRALS) / ” , /, I �I B r}`7} � 1 = P I II 4 I D GwTAN59 n65 9D PARTING n 1. � STARS CauPACI STA APE 9ns 34 9.16 /0 4 /i// Y 'T� :+'' ' I I LC CG CGCF •� _ x,• - '�T _ _ - ' �• � ~^ �; > (PARKING Ea 1 RANG STALL M4Y // 9 I IN` _ •• . I4 I I I I ...- `; /` :OTT Y z�s` <<� SOBER wnQ` O CN 4 004.4 WITH THE STANDARDS FOR CRAPACT p � // ,.. � / � /, 1 Y - . e s,7-' . _ —_ ' "_' -221 7 ,' ` '' 1 ¢ _ - 3051 .� N STALLS POO O e/ ' 1 1" / d , , ) / / ' � / � I C ICI - ,..�_ }{ [[ ii �MA,N_TRY /EXIT FL ) _ NOTES an I /� / ' ( d l " 1 ys• 1� r 1� f T 7 . 2 © t; LOT 3 [ j 1 ) I I I I a SU / Y � f a - a ] i iii I { m asrO mO i (UPDATED i ,u. 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Za a 6. �p s s � E . °0e• �1 �e9,9;� �'I . � � CARTOGRAPHY �`�^ 16 } 5' ' 1 I +m s751na I .00 1 _ - i s ouTH s a^ S f . - ,m9 ¢s1m�e �� GN _ \ \ e- 756.4 NE GEORGE DL C 38 �. � 6� ,— `"'-- ��_�755_ ,�— _,__700' :II �, � 33 AC $ � � 2610 A8 .m� PLOT DATE: June 2J 2011 f 1 \ ° ` NA TOO7w � - -- 7 - � N RTHUNE4yLUq fERMO FOR ASSESSMENT PURPOSES . O GRA HA,0 DLC a9 " 727a , 6 `� _ - 's2 - -- - -- : -- `7� -t - o po -f I. 9 '. ; ��5 - ONLY FOR OTHER USE ON r ., I I ., ' ,r o , 150•• - il il °."...---.!.___,,f1-,„ -- - Q a 106 91BO � `. I I60• � ` • � ' f pp \�- 2 . I 3 _ - N 1 - "`, G' y � , - - o Map areas dePreafed by either gray shad7ng or a cross - hatched . 110 AC . e 1 , • 'I {�iea7�� ' 7\ ., � i - -__ - W Z 0 _ 7 ° 548 Pattern Eve 10 ryfer3ttce only and may not meliorate the most 104 -Ai . � , ' ' ' - - 250.,AB 2010 ABA • • -- - " - - - -- WAY ,8 '6' , y'. a moc ' r � - current property boundaries Please consult Me apC✓OlX:atO map " 21 : f� '� 1700 2S ' 143 ) 43' `�9 = tor the most CJrrent information 27Aa , l ', 25;°7 _ 702a - .. I - �i 2sfo�A91 is7oue ' p. ��^' pqo _ a � ' 7,e R.p' _ - .. zsmeo f �- 23 �;: - F' J I' >:. .'"' i - '12 ' ' 19x1 .. 'o° xis : O6 A: ' _ 2619fAB - 700' • V .----'- ' - -- 1 95• n - - - - l ,- ' \ 319 AC .7, , - , ,wm�� - g — " 3 __9,_ 15 0, 11Ir 14 Fa m,;,', 4a,e° � , ion- • 100 -At r - I - - } - n ' . _ , I TIGARD J, - 110 4 ' ' __ O 150' 9E CORN dlg2s1w01 2S 1 01 BA 2S 1 01 BA RECORD OF SURVEY 315 8 3 LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST AND THE SOUTHWEST AND SOUTHEAST I / 2 QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN. CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE JANUARY, 2011 536, T 1 S, R 1 W, W.M. NARRATIVE HORIZONTAL DATUM /CONTROL NU THE PURPOSE OF THIS SURVEY IS TO SET MONUMENTS AT ANGLE POINTS IN THE EXTERIOR SURVEY IS ON OREGON NORTH STATE PLANE COORDINATE SYSTEM, ZONE 3601, NAD83(91) BASED ON ^ ^ °i BOUNDARY OF THE PROPERTY AS DESCRIBED IN DEED DOCUMENT NO 2005 - 116537 AND PARCEL 1 OF PARTITION PLAT NO 1995 -013 (SUBJECT PROPERTY) AS REQUESTED BY PACLAND TIES TO THE FOLLOWING CONTROL STATIONS o m CITY OF TIGARD GIS CONTROL NETWORK STATION CITY OF TIGARD GIS CONTROL NETWORK STATION I"° MN NORTH I INE SUBJECT PROPERTY (SOUTH RIGHT OF WAY. SW DARTMOUTH STREET). GC_022 -023, NORTHING. 652196 325', FASTING: GC_022 -024; NORTHING 652125.827', EASTING: z THE CENTERLINE OF SW DARTMOUTH STREET WAS COMPUTED BY HOLDING MONUMENTS AS SET IN 7620932.569' A 2" BRASS CAP IN MONUMENT 7623574 508' A 3 - Y4" ALUMINUM DISC SET IN cc m SN 25,681 AND RECORD CURVE RADII AS SHOWN SAID CENTERLINE WAS OFFSET 47 00 FEET PER BOX IN FRONT OF THE GARAGE DOOR OF RUSS CONCRETE 90' SOUTH OF THE CL OF SW z z mo ' DEED DOCUMENTS NO 99118497, 99118498 AND 99118505 CHEVROLET BODY SHOP AT THE CORNER OF SW DARTMOUTH STREET, APPROXIMATELY 700' WEST z N HELD ANGLES AND DISTANCES FOR THE NORTHWEST LINE OF PARCEL 1 OF PARTITION PLAT N0. HALL BOULEVARD AND STATE HIGHWAY 99, OF SW 72ND AVENUE, MARKING THE NORTH r 1995 -D13 PER SAID PARTITION PLAT MARKING THE NORTHWEST CORNER OF SECTION 1 QUARTER CORNER OF SECTION 1 -N-cc z WEST LINE zz a ii 0 HELD MONUMENTS AT THE NORTHEAST AND SOUTHEAST CORNERS OF THE PLAT OF PALMER ACRES 0 _ AS SHOWN ° o SOUTH LINE. PROCEDURE m < 0 HELD THE FOUND 2" BRASS DISC AT THE SOUTHEAST CORNER OF THE GEORGE RICHARDSON D L C REAL -TIME KINEMATIC OBSERVATIONS (COLLECTED USING TRIMBLE R8 RECEIVERS) AND TRAVERSE/ z w NO 38 AND THE 5/8" IRON ROD AT THE SOUTHEAST CORNER OF THE PLAT OF PALMER ACRES BOUNDARY MONUMENT DATA (COLLECTED USING A TRIMBLE S6 TOTALSTATION) WERE ADJUSTED E 1- FOR THE SOUTH LINE OF SAID D L C. NO. 38 USING THE LEAST SQUARES METHOD IN STAR•NET, THE RESULTING RELATIVE ACCURACY IS IN w H- CONFORMANCE WITH THE PRINCIPALS STATED IN 0 R S 92 05 MONUMENTS WERE SET FROM m N EAST LINE. CONTROL AS ESTABLISHED ABOVE USING REAL -TIME KINEMATIC OBSERVATIONS HELD MONUMENTS AS SET IN SN 29,861 AND 30.065 FOR POSITION AND LINE AS SHOWN RECORD COORDINATES COMPUTED IN THE LEAST SQUARES ADJUSTMENT WERE BASED ON THE OREGON NORTH 51, T2S, R1 W, W.M. DISTANCES ALONG THE CENTERLINE OF SW 72ND AVENUE AND THE WEST LINE OF SUBJECT STATE PLANE COORDINATE SYSTEM (ZONE 3601), DERIVED FROM OBSERVATIONS TO CITY OF TIGARD PROPERTY WERE HELD TO DETERMINE THE OLD TAX LOT LINE GIS CONTROL NETWORK STATIONS AS SHOWN HEREON (SEE "HORIZONTAL DATUM /CONTROL ") A SOUTHEAST LINES (PLAT OF HERMOSO PARK) PROJECT COMBINED FACTOR WAS COMPUTED TO BE 0 9998980857 - NORTH LINE OF THE PLAT OF HERMOSO PARK DETERMINED BY HOLDING THE 5/8" IRON ROD THE INVERSE SHOWN F THE E PROJECT ARE GROUND DISTANCES COMPUTED BY MULTIPLYING GRID DISTANCES BY " / THE INVERSE OF THE PROJECT COMBI NED FACTOR. FOUND AT THE NORTH- NORTHWEST CORNER OF SAID PLAT AND THE 5/8" IRON ROD SET ON THE NORTH LINE OF SAID PLAT IN SN 30,065. - THE NORTHEAST CORNER OF LOT 8 OF SAID PLAT WAS COMPUTED BY PROPORTIONATE MEASURE BETWEEN THE MONUMENT FOUND AT THE NORTH - NORTHWEST CORNER OF SAID PLAT AND A DISTANCE OF 82014 FEET AS MEASURED IN SN 30,065 TO A 5/8" IRON ROD FOUND IN S>ID SURVEY (SEARCHED FOR. NOT FOUND IN THIS SURVEY) ON THE NORTH LINE OF SAID PAT, ON THE WEST RIGHT OF WAY OF SW 72ND AVENUE - NORTH RIGHT OF WAY LINE OF HERMOSO WAY WAS COMPUTED BY OFFSETTING THE NORTH LINE OF SAID PLAT 150' PER RECORD POSITION OF COMPUTED LINE AGREES WITH POSITION OF EXISTING CURB TIED - THE CURVE JOINING THE NORTH AND WEST RIGHT OF WAY LINE OF HERMOSO WAY WAS , COMPUTED BY HOLDING RECORD RADIUS (75.00 FEET) AND RECORD DELTA ANGLE (90'00'00) PER SAID PLAT OF HERMOSO WAY AND DEED DOCUMENT NO. 2005 - 116537 THE WEST RIGHT OF WAY OF HERMOSO WAY WAS COMPUTED BY HOLDING TIES TO CURB AND IMPROVEMENTS. THE RECORD CURVE AND DIRECTION /POSITION OF THE WEST RIGHT OF WAY AS COMPUTED ABOVE AGREED WITH EXISTING CURB AND IMPROVEMENT TIES - THE SOUTHEAST CORNER OF SAID LOT 8 WAS COMPUTED BY PROPORTIONATE MEASURE BETWEEN THE NORTHEAST POINT OF TANGENCY OF THE ABOVE COMPUTED CURVE JOINING THE NORTH AND WEST RIGHT OF WAY LINE OF HERMOSO WAY AND THE COMPUTED SOUTHWEST POINT OF TANGENCY OF THE CURVE AT THE INTERSECTION OF SW HERMOSO WAY AND SW 72 ND REGISTERED 1 A (RECORD RADIUS OF 15 3' PER SAID PLAT OF HERMOSO PARK, RECORD 25.00' \ \PROFESSI• WESTERLY RIGHT OF WAY WIDTH 72ND STREET PER SN 25,946) u LAN) VEY)R •1 A •RECON JUNE 11 . CHRISTOFER . SHERBY 7450015 / RENEW 6/30/12 ® 1325 SE TECH CENTER DRIVE, SUITE 140 ® VANCOUVER, WA 98683 VANCOUVER: (360) 695 -3411 W PORTLAND (503) 289 -6726 FAX (360) 695 -0833 www mackaysposito.com MacKay & Sposito, Inc. WASHINGTON COUNTY SURVEYOR'S OFFICE Calc By CCS Drawn By: BIB Job No 11739 ACCEPTED FOR FILING I -31- I Checked By CCS DWG Name I4JJ9RSI SHEET 1 OF 2 FOUND 5/8" IR W/YPC - THOMAS RECORD OF SURVEY WRIGHT, INC' IN MON BOX AS SET IN SN 25,681. HELD FOR POINT OF FOUND 1/2' W AS SET A / BOUNDARY LINE TABLE REVERSE CURVATURE CENTERLINE LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1, LINE BEARING LENGTH IN " PALMER ACRES" J X 93'48'50' (93'48'56')4 TOWNSHIP 2 SOUTH, RANGE 1 WEST AND THE SOUTHWEST AND SOUTHEAST \ HELD FOR EAST UNE ( (R- 50000')4,H LI N40'02'28"E (42 802,1 O ACSUBJECRES L 6 • L= 81868' (81870')4 L2 N51'13 '03' "E (33.4T)2,H QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE PROPERTY L4 . \ CHD BRG =527'0619'F CHO LEN = 73024' (73026')4 U3 N0524'49 "E (34,15')2,H WILLAMETTE MERIDIAN. 6 L3 L5 6= 38'05'41' L4 587 "E (17 36')2,H CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE m R =547 00' L =363 69' L5 N79121'52"E (7.92')2,H JANUARY, 2011 L2 CHD BRG. = 554'57'54 "E L6 N61'27'41 "E 3781' FOUND 1' IP AS SET IN 1 L1 15136CD -04200 o C HD. LEN = 357.03' (3938 315 8 3 PACIFIC REALTY h 2 / 2 PARTITION PLAT NO. ° RIGHT OF WAY PER DEED DOCUMENTS 1995-013, N79'41'E, 7 _(3265')2,H ASSOCIA TES 99118505, 99118498, & 99118497 1 9' FROM COMPUTED BJ'S2'02 "E BE OW URrACE —I (J4407)2 — ( x \ \ I ` /1x07'29'34 (07'34'37 ")1,7 • $ S Dq' o0, Sl,yp R =(547 00')1,7,M "r 4 Ef 75 ' 4'411 8 FOUND 5/8" IR W /YPC n L =7153 (7234')1,7 $j4• (7 \„f'�y FOUND 2" BRASS DISK IN MON CHD BRG =570'15'57 "E 0 p 44'E - 5 j 8 1 i OI ' •TFFT \ MON M BOX W AS SET I IN IN I SN BOX HELD FOR EAST LINE OF THE 35 36 v CHD LEN =71 48' (72 28')1,7 55 25z 558 ') j 8 '33'i6 "E\ 2255 J 8 \ S71 HELD FOR TANGEN GEO 72ND RICH ARDSON HEADING SOUTH _ _ _ _ _ _ _ NBB 5 5 W _ - 36 85 2 22 7 7 SB AND THE NORTH LINE OF THE NE ) 2 1 2643 15' - - - - - - � - - - - - _ _ - _ _ _ _ _ _ 7 5T (709 51_)1 _ _ y QUARTER OF SECTION 1 FOUND 2" BRASS DISK ON FOUND AND HELD 1 (3500')4,H (35 01')1 T A 2" IP IN MON BOX 5 /B" IR W /YPC FOUND 3 -1/4" ALUMINUM DISK FOUND 5 8 IR W/RPC (3503')4,8,M NORTHWEST CORNER OF 'THOMAS WRIGHT, INC " IN MON. NORTH QUARTER CORNER / / N -< ' 5B8'33'16'E 235 26' - - - - -- SECTION I SEE BOX AS SET IN SN 25,681 AND SECTION 1 SEE "HORIZONTAL .W &H PACIFIC" AS J0,065 3 ` (23533')7 "HORIZONTAL - - -_ SHOWN IN SN 30,065 DATUM /CONTROL," SHEET 1. o Is OA N ROL M /CONT" SHEET HELD FOR EAST LINE O (23528')4.8 0 2S101BA -00100 0 •r ,° r, 100 0 50 100 200 •o o ^ F GORDON S MARTIN co 7 (107 83')1,7 co .^. - , = - - co - - - - 5B9'23'4B'E _ 793 16 - 107.80' S892J'48 "E 395 59' (395 56_)7 _ _ 1 INCH =100 FEET ' (793 32')1 - - - - - - FOUND 5/8" IR W /YPC 251015A - 09200 FOUND 5/8" IR W /RPC N8923'48'W 503 J9' (50339')1 -- 46 02' " THOMAS WRIGHT. INC " IN COSTCO WHOUESALE "W &H PACIFIC AS SET IN I MON BOX AS SET IN SN CORP SN 29,861. HELD FOR FOUND 5/8" IR W/RPC 25,681 EAST LINE 'W &H PACIFIC AS SET IN 5N 29,861 HELD V I` FOR EAST IJNE LEGEND °_ 25101BA - 00300 4600' 4600' G ORDON S MARTIN I O SET 5/8" IRON ROD W /YELLOW PLASTIC CAP m STAMPED - SHERBY 74508, OCTOBER 29, 2010 - - -_ ,'QJ m N • FOUND MONUMENTATION AS NOTED , < ^ . W 7° 0 NO MONUMENT FOUND POSITION COMPUTED Z IN IRON ROD 2S101BA - 00101 FOUND 5/8"R W /RPC 4L n IP IRON PIPE PACIFIC REALTY 'W &H PACIFIC' AS SET I n o ASSOCIATES /IN SN 30.065 z o W/ DENOTES 'WITH' PALMER YPC YELLOW PLASTIC CAP ACRES '4 w o 10---___ r 3 0LC DONATION LAND CLAIM m to 0 N M ' w - -� SN WASHINGTON COUNTY SURVEY NUMBER 1- 1_ x In 0 " r c W ( )l RECORD DATA PER SN 30,065 J z ,o N p 2 ' 1 Q ( ) 2 RECORD DATA PER PARTITION PLAT NO. r n Z 1995 -013 n N ?S101BA -00401 t -J i ( )3 RECORD DATA PER PLAT OF HERMOSO PARK, $ V 2S101A8 -01400 IA AUTOMATED BAND I o BK 16, PG 48 PACIFIC REALTY ,„ REMOVAL, LLC o ( )4 RECORD DATA PER SN 25,681 FOUND 5 /8" IR, BENT AS ASSOCIA it ( )5 RECORD DATA PER PLAT OF PALMER ACRES SET K PLAT OF WN HERMOSO IN SO - - �) O6 RECORD DATA PER SN 20,798 PARK, AND SHOWN IN SN FOUND AND HELD ()7 RECORD DATA PER DEED DOG NO 2005 - 116537 30,065, HELD. �%N TIy 5/8' IR W /RPC "W &H w 12 619• • 28928' 28940 1 PACIFlC ASSET IN S N g O8 RECORD DATA PER SN 30,893 ( ) (126 20' 2 30,065 NO MONUMENT FOUND o R (75.00')3,7,H (82'43'00 ")1,J,H . H 3 3 2 8 1'42 ° 763 ,09 ' (1632 6 — — S81' (8201 I UMENT A R NT SN 30,065, NOTH NORTHWES w� O HELD RECORD DATA h r; 5 • '- FROM MO o 2 6)7 _ 1 O MEASURED DATA L I pj a Q W a - CORNER OF PLAT OF HERMOSO PARK CHD. BRG.= S53'05'43 'W a , F. J- co , o = o >- I 5 N I T)7,M H m? n ac O° m 'N Z I m O 3 4 - FOUND 5 /B" IR W /YPC "LAND CHD. LEN.= (106.0 \ W REGISTERED IN TECH" PER SN 27,197 AND SN 30,065 ON THE SOUIH UNE 8 H O� 2 I O W ¢ I HERMOSO PARK I I •2500' RIGHT OF WAY PER \ \ LANs - • YO: PROFESSIO • ( ) n o I BOOK 16, PAGE 48 SN 25,946 - _ - - - .1 OF THE GEO. RICHARDSON DEC. $OS'OS'43 "W • • 7 N 6 � � "+ I � 3 -- I 25.80' I (150.DO')3, I 1 •zs' - z4J Nei *35., 3, (2586 N81'54'17 "W 2 I F OUND 5/ IR W /YPC /. ,.. tL (POINT OF BEGINNING)? 87 (1q3 g1' I. (30 I 18 57 ' S ) 'ALPHA E ND. INC ' IN MON `REGON ECM ) 521.16 E 6 97 90' R 3 BOX PER SN 25 AT THE , JUNE II FOUND 5/8' IR W /YPC - _ 511 0 8' 7 • (1855 ")J $ ( CHRI' OFER SHERBY (5 5T W H E )3 CL PI OF SW 7 2ND AVE. "REPETTO -LS 697" AS SET IN SN 2510180 - 00100 7 08 55)7 OS WAY a 74600 S J 20,796 HELD FOR SE CORNER PNWP, LLC#2 251O1AB - 01500 - • -- I h PLAT OF PALMER ACRES AND THE SJP, LLC 25IO1AB - 01501 - -_ - - - I p R= (28516')SN20942,H RENEW 6/30/12 SOUTH LINE OF THE CEO LIONEL, LLC iii - -_ 3 634' (3671')SN20942J RICHARDSON D L C _ ryM ^ 13 66' (13 60')SN20942 23 9 I FOUND 3/4' IP AS SHOWN IN SN I - S UNE -` , ml 1325 SE TECH CENTER DRIVE, SUITE 140 30,065, 501'24'10 "W, 3 38' FROM 21 10 r - _ORSE RICHARD EN o o I FOUNDS 8 ' IR FOUND 5 /B IR (UNKNOWN ORIGIN) I I 11 I 12 7 - - - _ _ 3 8 00 / r `' ON o c N / ^ -0 ^ i VANCOUVER, WA IVE, S 51' SOUTH OF THE SOUTH LINE OF ' I 13 _ y ry I ��GL� VANCOUVER (360) 695 - 3411 GEO RICHARDSON D L C I ( I I ( 14 - 7 & PORTLAND (503) 289 -6 726 l FAX (360) 695 -0833 FOUND 2" BRASS DISK IN MON / FAX I BOX STAMPED "S1 T2S RIW WASH MacKay & Sposito, Inc. MACKAY & SPOSITO INC. MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE SUCH AS I CO SURVEYOR OLC 38" HELD FOR THE SOUTHEAST CORNER OF Calc By CCS Drawn By. _ BIM Job No LOTS 14JJ9 ACQUIESCENCE, ESTOPPEL, POSSESSION, ETC OR WHETHER PARCELS SHOWN HERE ON ARE LEGAL LOTS FOR ZONING G PURPOSES, SES, EiC. THE GEO RICHARDSON D L C 38. I Checked By. MJF DWG N ame. 143 39051 SHEET 2 OF 2 1 • r to Ne€ 444 4 '' 06. L4 26 POSITION OF 1/2' IP '°g7'°' OF S/8 R RECORD OF SURVEY - PROPERTY LINE ADJUSTMENT AS SET R 'PALMER W /WV 'IIHOMAS / T . W MON BOUNDARY LINE TABLE ACRES' AND 91034 ON )L LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1, SN 31563 3 B SAS 910401 ON SN UNE BEARING LENGTH b93•4850 LI 4140•02'28'E (42.81') T OWNSHIP 2 SOUTH, RANGE 1 WEST AND THE SOUTHWEST AND SOUTHEAST 8.(500.01' L- (816687 L6 C OD BRG.�5270649'E Lz NSnS'03'E (33.4Y) QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE a L4 CND. LEN. - 1730 L3 NO5'24'49'E (34.15•) WILLAMETTE MERIDIAN. 13 L5 0`3810` 41' L4 58734'31'E (17.36') CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE 12 R =(547.00 L (363.69') L5 N19'21 (7.92') L1 C)H. BRG.- 5545751E L6 N62 (37.81') MONUMENTS SET APRIL 9. 2012 "HD W444357.031 L6 T1S, R1 W, W.M. POSITION OF FOUND 1 I i 32.65. RIGHT OF WAY PER DEED DOCUMENTS 31794 I • - - - - - 99118505, 99118498, & 99118497 P. N79'41'E, 1.9' FROM CCSIPUIED 5H R IN - ) AS AS SHOWN W \ t�,L\ I/ 2 91 31563 ORIGINAL UNE _ • I POSITION OF 2' BRASS DISK N 61=22'2719' I • $ \ SIP p q MON BOX HELD FOR EAST UNE OF eS R - 547.00' 1 - 214.38 I • AR THE GEO. RICHARDSON O.L.C. MO. 33 CFA. BRG. $47U I 4004 f lE �TEET • 8 . 43'E I • S) 6y � - , 7, � ?OSITK 5X. 908 AS SET R 5N w OF 5/8' R W /7PC a SW 72X0 AVENUE HEADING CHD. LEN. - 213.01' S " 5011TH) AND THE NORTH UNE OF . THOMAS WPoGNT, NC.' 81 35 36 • N ' ( s2 5y� �` 2 25,681 AND SHOWN W SHOW THE NE GARTER OF SECTION 1 AS 8 R _ N88R8' ry, I 19) � • W 36 ` ' 31583 9 IN SN 37563 1 __ __ SEE oETA6 - (2643.15') - - 1___ _ - O3 • - - -- 58873 - (709.5 2 1 -- - - -- 7) N „ ' 1 � (31011 - N FOUND 2' BRASS DISK ON b ADJUSTED NI055O2 / A 2' P W YON BOIL r Farm 3-1/4' AWMklUM 550. 1S136CD - 04200 SHEET 2 65.83• NORM QUARTER CORNER FOUND 5/8' R - - < W/RPC 918 2U. . . - ° NORTHWEST CORNER OF w � SECTION 1. SEE WAL - MART REAL SECTION I. SEE • HORIZONTAL - WRR "' On' AS �W I ° 'HORIZONTAL ESTATE BUSINESS - •' 6 • DAMH /CONTROL, SHEET 2 R 5N 3156 8 . �{ DATUM/CONTRO.. SHEET 2. TRUST in N a 80.022 -0x4 111,580 S0. FT. V? 2S10184- 00100 N ,, O « § - "'� o ADJUSTED 2.56 ACRES* ,p ,...N 1121-COUNTY CENTER N 134,322 50. FT. z n n 2510113A-00101 y -- TRUST "° 3 3.08 ACRES* z - N89R3Y8'W - - 5/8' / 8 - WAL -MART RE AL se9sr4e•E (391591 P09D a s R w wC g 2S10TBA -00200 " r- - ESTATE BUSINESS--_ 71 101 0 W m 46.02') 'THOMAS WRIGHT. NC.' _ Farm s/8 R W/870 AS MON. 90% AS SET W 9H CosTCO WHOLESALE TRUST • �• AS Raw W SN 31 67 25,681 AND 91031 IN 5N CORP. I • N694622 I I 926.00' • I FOUND 5 /8' R W/RPC 315 St, T2S, RI W, W.M. r • N89'46 C L J 'van PACIFIC IN 5w SHOW 254.67' T ADJUSTED UNE 46Ao' 48.07 Ii, SEE DETAIL I SEE SHEET 2 FOR THE NARRATIVE, ADJUSTED UNE SHEET 2 2SIOIBA - 00300 PROCEDURE AND HORIZONTAL --- - -_ R _ CIACKAMAS COUNTY CONTROL BANK Z § ADJUSTED v POSITION w 1 5/8' F "O 25101 A8 -01400 SET W RI 30.065 05 I H WAL -MART REAL AND SHOWN R 9N z LEGEND PALMER ESTATE BUSINESS TRUST m 1� 3t303 ^ 0 SET 5/8' IRON ROD 8/IELLOW PLASTIC CAP ACRES - - 3 ; STAMPED 'SHERRY 74506'. FOR PROPOSED 544,880 SQ. FT. a - - _ 'n BOUNDARY UNE ADJUSTMENT APRIL 9, 2012 "' 12.51 ACRES* . 0 X STA 5/8' IRON ROD 6/YELLOW PLASTIC CAP R i ZO Q PED CU SRI 31583 Ts. 'SHERBY 7*508', SET OCTOBER 29, � g 251 O18A - 00401 13 "1 • FOUND NUMENTATION AS NOTED A P 1RI - COUNTY CENTER I MO - i0 (RUST I () RECORD DISTANCE PER SN 31583 FOUND 5 /8' R. BENT AS Pv R IRON ROO SET R PLAT OF HERMOSO R IRON PRE PARR. AND SHOWN 3 583 1�1,� -T rW ORIGINAL UNE FOUND 5/8' R W/RPC _ - I 1 DENOTES ELL76PLASTIC CAP 128 'WhH PACIFIC AS 6490'00'00- 91 910wN W 5N 31583 O.LC DONATION LAND CLAN R (75.00') L (117.81') W I N8154'22'Pi ( - - H 3 SN WASHINGTON COUNTY SURVEY NUMOER CHO. BRG- 553'05'43'W 1 „Ii c I o - CHD. LEN.= (106.07) § I N i- 0 8 = o e ; I 5 T -1� - -,� - 'E. O 1 v � 4 / -N- 7 ^, POSITION OF 5/8' IR W /wC 'LAND 1 0 <Z W I ( U 1 I 0. REGISTERED ND SHORN W TECH' PER SN 31583 7 TI9 7 5 A NTH UNE 8 0UI 0 1 ,,,� HERMOSO PARK J PROFESSIONAL I 6 ca 1 I BOOK 16, PAGE 48 1 LAN i O SIONAL f 25.80') OF GEO. RrcHAROSa D.L.C. }}W 7`"� ry 1 3 I I I ` 1 AreAl ►i RBI . I N8154/7 2 I I FOUND 5/8' R w/wC 24387) (521.16) (18.57) ` '0 , 796 DS 69 7' SE AS SET W SN - - SW H ERO I 100 0 50 100 200 CHRI OFER SHERRY 26]96 AND SHOWN IN SN 31583 2S701BD - 00900 - HE RMOSO WA I ]450x PNWP, LLC /2 25101A8 -01500 - .� - SJP, LLC 2S10188-0I5430 = OM MIME REND 6/30n2 ___ LIONEL, LLC - _ _ 1 INCH -100 FEET 13 10 21 9 I l T DL mr 19•v I 1325 SE TECH CENTER DRIVE, SUITE 100 Il I 11 I 12 86� H / I M VANCOUVER, WA 98683 13 -2 I VANCOUVER: (360) 695 -3411 I t4 �- � � �? -S PORTLAND: (503) 289-6726 &-S FAX (360) 695-0833 P091101 OF 2' BRASS DISK IN www.mockaysposlto.Com MON BOX STAMPED 'Si 725 R18 MacKay 8 Spook°. Inc. WASHINGTON COUNTY SURVEYOR'S OFFICE MACKAY • SPORT) INC. MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TIDE 9X07 AS WA51. CO. SURVEYOR D.LC. 38. a,3/py Drawn By: By NO.: 1411 ACCEPTED FOR FILING k" 20 - / 2- LOIS ACQUIESCENCE. ES POSSESSION, ETC. OR WHETTER PLACE S S OWN HERE ON ARE LEGAL AS SNOW W SN 31583 Br. r. checked Or_ CCS DWG. Name: 143391752 SHEET 1 OF 2 RECORD OF SURVEY - PROPERTY LINE ADJUSTMENT LOCATED IN THE NORTHEAST AND NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST AND THE SOUTHWEST AND SOUTHEAST DETAIL SHEET QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE — - __________T_____ -- WILLAMETTE MERIDIAN. CITY OF TIGARD, WASHINGTON COUNTY, OREGON STATE MONUMENTS SET APPoL 9. 2012 31794 2/2 s N26'32'33 'W • JYO ApT � 0 6 THE PURPOSE OF THIS SURVEY IS TO SET MONUMENTS AT INTERIOR PROPERTY CORNERS FOR 12.13' • S. BOUNDARY LINE ADJUSTMENT OF TAO LOTS 15136CD- 04200, 251018A -00101 AND 25101AB-01400. • APPROVED BY THE CITY OF TIGARO, EFFECTIVE AUGUST 16. 2011. UNDER LOT LINE ADJUSTMENT N68'40'35 "W FFT 2011- 00003. 4.84' 6.04'07'40" R 54 7.00' 1=39.41' PERIMETER BOUNDARY WAS PREVIOUSLY DETERMINED BY THIS FIRM AND EKED UNDER SURVEY 6=29'24'16" • 040. 11RC..57156'547 NUMBER 315R3 WASHINGTON COUNTY RECORDS, R- 41.50' L.21.30' 6.11'30'42* CHD. LEN.- 39.40' CHO. BRC.•N0O'35 R= 54703' L.109.90' • • DEED REFERENCE CARD. LEN. - 21.06' CHD. BRG.= 564 '07'43'E • WAL -MART REAL ESTATE BUSINESS TRUST. DOC. NO. 2012 CHO. LEN.- 109.72' ° o N55.46'05•W •82•0:5:53:t HORIZONTAL. DATUM/CONTROL ADJUSTED , 4'89' 9.80' SURVEY IS ON OREGON NORTH STATE PLANE COORDINATE SYSTEM. ZONE 3601, NAD83(91) BASED ON 1$136CD - 04200 g • T1E5 TO THE FOLLOWNG CONTROL STATIONS 6.57'05'54 / R =4200' 1-41.86' CITY OF TIGARD OS CONTROL NETWORK STATION OTT OF TIGARD OS CONTROL NETWORK STATION h C HD. BBC.= 54T3y07 'W CC_022 -023; NORTHING: 652196. EASTING: CC_022 -024; NORTHING: 652125.827'. EASING: • X " CHD. LET+.- 40.14' ADJUSTED 800 N 3 FRONT OF THE GARAGE CAP IN MONUMENT CONCRETE 0' SOUTH Y OF ALUMINUM THEI MDIS SET IN CL _ 2 6.03'32'09 25101BA - OOI OI CHEVROLET BODY SHOP AT THE CORNER OF SW DARTMOUTH STREET, APPROXIMATELY 700' WEST 6'13'5232 • R- 142.00' 1 =876' HALL BOULEVARD AND STATE HIGHWAY 99, OF 5W 72ND AVENUE, MARKING THE NORTH R- 198.50' L- 48,07' MARRING 714E NORTHWEST CORNER OF SECTION 1. QUARTER CORNER OF SECTION 1. CHO. O. LEN.47.95' • CHD. B8G. -Si '23'OS CHD. LEN. =47.95, CHD. LEN. -8.76' BASIS OF BEARINGS -N- N79W. _ BEARINGS BASED ON OREGON (3601) STATE PLANE COORDINATE SYSTEM. NAD83(91) li I. ADJUSTED T97. • 2STOTAB -01400 PROCEDURE REAL -TIME KINEMATIC OBSERVATIONS (COLLECTED USING TRIMBLE R8 RECEIVERS) AND TRAVERSE/ BOUNDARY MONUMENT DATA (COLLECTED USING A TRIMBLE S6 TOTALSTATION) WERE ADJUSTED $ USING THE LEAST SQUARES METHOD IN STAR•NET; THE RESULTING RELATIVE ACCURACY IS IN V, CONFORMANCE WITH THE PRINCIPALS STATED IN O.R.S. 92.05. MONUMENTS WERE SET FROM 8 ' CONTROL AS ESTABLISHED ABOVE USING REAL -TIME KINEMATIC OBSERVATIONS COORDINATES COMPUTED IN THE LEAST SQUARES ADJUSTMENT MERE BASED ON THE OREGON NORTH DETAIL: ACCESS AREA ABUTTING SW DARTMOUTH STREET STATE PLANE COORDINATE SYSTEM (ZONE 3601), DERIVED FROM OBSERVATIONS TO OTT OF TIGARD SCUP; I' - 30' OS CONTROL NETWORK STATORS AS SHOWN HEREON (SEE - HORIZONTAL DATUM /CONTROL "). A -- -- -- -- -- - - -- PROJECT COMBINED FACTOR WAS COMPUTED TO BE 0.9998980857. DISTANCES SHOWN HEREON ARE OROINO DISTANCES COMPUTED RY MULTIPLYING GRID DISTANCES BY THE INVERSE OF INF PROJECT COMBINED FACTOR. 0 IN ADJUSTED 6.0851'30 N89'46 � \ 2510186 -00101 8.20150' 1- 32.24' p RECS RE0 1 49.98' PROFESS GILD. BRGeS2T'39'47 "W LAN, g .90013'38 "E CHD. LEN.= N89'46'2YW _ / 9.00' 32.20' _'�� _ N _ 0 63.00' Va/ .989'46'22 "W ///`��/, 126.00' 14 89'46'22'W GO9 51.71' ADJUSTED N0013'3B "E TOFERC HERBY 25101AB 01400 2.00' 7ASONL _ RENEW 6130112 DETAIL: SOUTH LINE ADJUSTED 2S1014A -00101 SCALE 1 =30' ' �iii 1325 SE TECH CENTER DRIVE, SUITE 140 LEGEND VANCOUVER, WA 98683 VANCOUVER: (360) 695 -3411 PORTLAND: (503) 289 -6726 0 SET 3/B' IRON ROD w/KUOW PLASTIC C.M. & s FAX (360) 695 - 0833 STAMPED 'SHERRY 7450W. FOR PROPOSED www.mackaysposltO.com BOUNDARY UNE ADJUSTMENT APRIL 9, 2010 MacKay & SposIo, Inc. MACNAY • SPO9TO INC. MANES NO WARRANTIES AS TO MATTERS OF UNWRITTEN 1111.E WEN AS U' FOUND 5/C RCN ROD W/1ELLRW PLASM CAP SHERRY 7150B' Calc. By CCS /Ory Drawn By: BEM Job No 11.39 ACaNESCENCE. ESTOPPEL. ADVERSE AOVER POSSESSION. ETC. OR W10111(I PARCELS SHOWN HERE ON ARE LEGAL STAMPED '. SET OCTOBER 29. LOTS FOR ZONING PURPOSES. ETC 20TO FOR 91 31913 Checked By: as E.G. NaTr1e 14335.952 SHEET 2 OF 2