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LLA2015-00002 NOTICE OF TYPE I DECISION 14 II LOT LINE ADJUSTMENTS (LLA) 2015-00002 CITY CENTER DEVELOPMENT AGENCY T I G A RD LOT LINE ADJUSTMENT 120 DAYS = 9-29-2015 SECTION I. APPLICATION SUMMARY FILE NAME: CCDA LOT LINE ADJUSTMENT CASE NO.: Lot Line Adjustment(LLA) LLA2015-00002 PROPOSAL: The applicant is proposing to adjust two (2) lot lines, which will reconfigure three (3) different lots. Lot 2 is located at 12780 SW Ash Avenue and Lot 1 and Lot 3 are adjacent lots to the southwest and northeast, respectively. Lot #1 (Tax Lot 3000) of 3.16 acres will become .67 acres, Lot #2 (Tax Lot 2900) of.18 acres will become 2.81 acres,and Lot#3 (Tax Lot 2800) of.14 acres will become 0.0 acres. APPLICANT/ City Center Development Agency OWNER: c/o Sean Farrelly 13125 SW Hall Blvd Tigard, OR 97223 LOCATIONS: LOT 1: WCTM 2S102AD,Tax Lot 03000 (adjacent, no address) LOT 2: WCTM 2S102AD,Tax Lot 02900 (12780 SW Ash Avenue) LOT 3: WCTM 2S102AD,Tax Lot 02800 (adjacent, no address) ZONING DESIGNATIONS: MU-CBD: mixed use-central business district. The MU-CBD zoning district is designed to provide a pedestrian friendly urban village in downtown Tigard. A wide variety of commercial, civic, employment, mixed-use, multifamily and attached single-family residences are permitted. New development and redevelopment is required to conform to the standards of Chapter 18.610. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.410.040. SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request subject to certain conditions of approval. The findings and conclusions on which the decision is based are noted in Section IV. LLA2015-00002 City Center Development Agency Lot Line Adjustment 1 CONDITION OF APPROVAL THE FOLLOWING CONDITION SHALL BE SATISFIED The applicant shall record the lot line adjustment with Washington County and submit a copy of the recorded survey map to the City within fifteen days of recording to be incorporated into the record. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The subject parcels are located along the southeast frontage of SW Ash Avenue between SW Burnham Street and Fanno Creek Park. The site is currently used for a dog park and the Public Works yard for the City of Tigard and contains several buildings, parking and paved accessways. There are a few perimeter trees around the yard, which is bordered by Fanno Creek Park along the west, a storage facility and an auto repair building on the southeast. The area in the western corner of Lot #1 contains all of the sensitive areas associated with Fanno Creek Park. The city is preparing the property for sale to a developer for the proposed 164-unit Burnham & Ash Apartments. Through the land use review process for the proposed development the adjusted Lot #1 will be dedicate to the public to become part of Fanno Creek Park, while adjusted Lot #2 will become the development site subject to dedication for a new street. Proposal Description: The applicant is proposing to adjust two (2) lot lines,which will reconfigure three (3) different lots. Lot 2 is located at 12780 SW Ash Avenue and Lot 1 and Lot 3 are adjacent lots to the southwest and northeast, respectively. Lot #1 (Tax Lot 3000) of 3.16 acres will become .67 acres, Lot #2 (Tax Lot 2900) of .18 acres will become 2.81 acres, and Lot #3 (Tax Lot 2800) of .14 acres will become 0.0 acres. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS COMPLIANCE WITH COMMUNITY DEVELOPMENT CODE SECTIONS: LOT LINE ADJUSTMENT - APPROVAL CRITERIA: Section 18.410.040 contains the following criteria for approval of a Lot Line Adjustment request: Section 18.410.040 A. 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: 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; As shown in the proposed Record of Survey by AKS Engineering, date 5/28/2015, no new lots will be created as part of this adjustment. Lot #3 will be consolidated into Lot #2 and Lot #1 will shrink to an area that contains the sensitive lands associated with Fanno Creek. There are no minimum lot area requirements for the MU-CBD zone. This criterion is met. 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; LLA2015-00002 City Center Development Agency Lot Line Adjustment 2 Based on the Planning Application Map and Existing Conditions Plan submitted, the lot line adjustment does not create any violations of the site development or zoning regulations. All of the existing buildings will be removed for the proposed apartment complex. The proposed apartments will be reviewed under separate application to ensure the site development or zoning district regulations for that district are met. This criterion is met. 3. The resulting parcels are in conformity with the dimensional standards of the zoning district, including: a. 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 access way 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. In the MU-CBD, there are no minimum lot width or size standards. The two remaining lots after the adjustments will front SW Ash Avenue for 154 feet (Lot #1) and 475 feet (Lot #2). The proposed adjustments will not change the relationship of the existing buildings to perimeter lot lines, which meet the setback criteria. These criteria are met. 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 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. No flag lots will be created from the proposed lot line adjustments. This criterion does not apply. 5. 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. No changes to access ways are required or proposed with this application. This criterion does not apply. 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. No changes to access ways are required or proposed with this application. This criterion does not apply. 7. Any access way shall comply with the standards set forth in Chapter 18.705: Access, Egress, and Circulation. The proposed lot line adjustments will not affect the current site access. New access ways proposed for the Burnham & Ash Apartments development will be reviewed for compliance under separate application. This criterion is met. 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. LLA2015-00002 City Center Development Agency Lot Line Adjustment 3 Floodplain, greenway, and right-of-way dedication are not required as part of this application. Dedications are proposed in the Burnham & Ash Apartments application and will be reviewed for compliance through a Downtown Design Administrative Review.This criterion is met. 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. The applicant has not requested a variance. This criterion does not apply. FINDING: Based on the analysis above, staff fords that the Lot Line Adjustment criteria have been met. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice was posted at City I Tall and mailed to: X The applicant and owners X Affected government agencies 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 JUNE 10, 2015 AND BECOMES EFFECTIVE ON JUNE 11, 2015. Questions: If you have any questions, please call the staff person below or mail inquiries to Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon, 97223. A. 6-1-4-1 11;, June 10, 2015 APPROV BY: Gary Pagenstecher DATE Associate Planner 503-718-2434 garyp(a tigard-or.gov_ LLA2015-00002 City Center Development Agency Lot Line Adjustment 4 RECORD O F SURVEY _ CURVE TARLE ACCEPTED WASHINGTON COUNTY SURVEYOR'S OFFICE FOR FILING: PROPERTY LINE ADJUSTMENT _ CUR`E RAMIS MITA LENGTH CHORD LI 237.50' 1713'20' 71.39' X5307090 71.12' LOCATED IN THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 2 SOUTH, C2 21.50' 750200' 2114' SBD'16'11'E26.16' - C3 275.00' 1713'20' 6266' 1 N530Y09'E 82.35' PREPARED FOR RANGE 1 WEST, WILLAMETTE MERIDIAN, air CIF TAGARD CITY OF TIGARD, WASHINGTON COUNTY, OREGON TGDSIT,"CR 9B OI7722223 ARD DATE: 444'30'29'0 50.36' I • (SIA 919515,29.67 RI 37.5' I 37.5' I (STA 141672)1 (N4410'29150.36)113 CALCULATED POSITION CO FOUNO I LEGEND IPC STA X66.%)1 5/6 IR PER SN 14.785)1 (54 29'391 17.50113 C3 1-8266'(82.66')1,17 • i-I NIERSE3357 • SEi 5/8'X 707 CION Rao W/YPC IxSCKBED I (BLRNIAY STA 10166.16)1 Ws MP'ON 54529'39.0 17.50' (Pi STA 5.49.64)1 - --1 (AAI STA 743367)1 0 F9ND 5/8'NON Roo W/1PC NSOLRBFD (8.0!100 RONIAA•NNONED RIGHT-of-0Y) SW ASH AVENUE 259.M' 'ARS 0MEIOR'KR Sx 3:101 HELD UNLESS n5.21'(41511113 ]I( NOM o/8 01 R __-_-_ -- -- -b --"--- X131611766.87 ❑ FDMD 5/B'X01 RC°w/2'ALIMAIY CAP ----_-_ // _-_-_-_ Nµ'�'�.E 41Q%')1] - 6419/..x„ INSCRIBED YAH PA(31C,RI 604 MX PER NN30.291:410.%'( 1 R - j,6i 94 31,660.HED UNLESS NOTED°TNFRWSE R //�R p N4410.297 55.37 - CI L=71.39' �001'3'49F 7 °•Ali \ 0 FOUND 5/e'NON ROD W/YPC NsmNED / 6400' / / 151.19' 192.19' - - IOkIO PULE PER pOC�-4(0" T 'WIDE LS 814';PER SN 25.063.IUD M1316'I1'W 20.02 / I 4368 11.69' N0.20°9-10101° / ' (6400113 / \- - (X61'13'19'0 63.71')1,1 LINEA NOTED 9008X50 (N4346'11'W 200211) / / (1]fi811! ODIC N0. ;7• N61YS'19�67.71' ® 9NO7ES FOUND Y9NIAIENT AS NOTED; FAM%CREEK /��/// $^ / / 17 NO 2009-FIVE 10 FENCE CORNER BEARS /J �' 99-099311 4. 7: iS NElD INLEss xOTm o7NERg5E / ^$ /# 053'32'32'S 1 8'ff/1 aPodIK AREA: I ro ..,,1i - 1 - G CALCULATED P074 1,NO YDIUI(N1 FD1No J/ /� / /JD'SSE OK OPop1AL PRCPFR17 UIE ,i W z 1= ale ACt �BY CON53AA1NN �� UMINROVED v/ \jj 86B PADEED CE 498 R' °O `Q'g----AREA 281 ALt BOO( ME 231 02 L=28.14' DOL.NO.091610X7 NUMBER PER WASNMGTIN 81011-9-WAY $�, 0%IWM AREA 0.14 AC! $43'16'11'0 9.39' N IRON PALE CORTE(DEED 800695 ^�/ / (542171'117 170012 v 8< S44'31'36'W 232.50' 4NJS1FD NEk 0 AS, �� ACT n /• ODIC Na 63-00109 800 (u2v6Y 1710111 $ I /_N Rax RCD IR / ON(WIK NEA 318 AU / _4 240.13' I�-RNW4G � (STA 11.11.57.2186 90 40 NTH A YELLOW RASRc CAP. NAUSIFD AREA 167 Ott ; WNL 0.N Rr LOT 8 / l9 54470'13'W'17.00' MOM 1/2'N;PER 94%13 LIE POSMON OF FOUND PP N0. PACOURTITION PLATTY NUMBERPER WASHNGT01 RECORDS #"u '~^/ L7 L8 \• BEARS 51316'71'0 1.97:90420 10513 POE PER Doc. 5/8'N PER 94 14,910)1 94 ARMY NUMBER PER WASNNGT01 ,], u v CORNER BEARS 51753417 23 N0.2019-10010 37.5' I 37.5• COUNTY 1611Er RECORDS LOT s DOC.NCE.2010-103509 PULE P11BI1C UIRUTY RA9NENT MAN IRO FENCE L6 23250' fj` I SSE SANTARY SERER EASEMENT CORNER BEARS IS �;'Q�� ` 54470'13%257.06 (STA 11409.85,29.93 AC ACRES ED 546'43197 11.5' L1 (5/201'117 156.9812 R KIND ()I REM)NFMYANIN PER SN 31.860 L3 BENT,TIED SPW HOLE,DONT D5;FENCE (5441000'0 157.11113' BRASS SCREW ()2 RECORD NFORAAIION PFR 5TH 25,063 DOC.NO.9 010760 TRANSFER AREA 249 AC! CORNER BEARS 54316111 07';ALSO FOUND FOUND 1/2'N,DOWN 0.5':PER SN%23 PEARS I W/WAAIER 91 25.083)1 ()3 RECORD NfCAMARON PFR SY 4189 L fn T 6.8 _ ()4 RECORD INFORMATION PER SN 6529 .1 a •T O b:10 l2 5/8'N;2004 UNKNOWN;BEARS 53428'1817 -} 51716'1I'E 1.10';FOUND Y IR,PORN 0.5';0210TH yy •a 333 V 1.96;All AKS 5/8'IR NTH TPC SET PER SN i 1$ .. n UNKNOWN.AS FOUND PER 91 25063 BEARS 23 (6 RECORD NFORYARON PER SN 99,%1 3 i 32.269 BEARS 54316'11'E 1.50 ACCEPTED DE R-' 3"Si 54115'41'0 1.30';MAN LINK FENCE CORNER BEARS I ()7 RECORD NFORYAT01 PER$N 16.113 '4'�O O 'N-LI *01A9MENT PER 94 25,03 AND MANED TRE Y $2724'1YW 2.1' ((1 RECORD NFONIARON PER SN 24.211 ,f7‘. z: '� G 33'PER DOL.Na • ANS NON16N1 a r-,'O 91 DOC N° '� _ I R K ()9 RECORD'FORMATION PER 94 23.458 =0 g= (33.°-146.80 DOC NI g (30 RECQA NF6RYA101 PER 94 16.039 ' , E n n 2003-194237 2+4 , p ' (542057 439.00)11 MAN IRK FENCE BEARS 17.0°'(1700113 3 ()11 RECORD INF NFATION PER DOC. - • G KUNO 5/6'N '� (S42133'06'6 438.98)2 X4521'767 21' . 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I6'(A93ENT FOR 804E N431311'W 1.1' 715' 41= "' AOAIS9ED AREA NCLUOES TRANSFER AREA PER TEN BoaN AS POUND PER SN 24211;DUN Lar 6 PURPOSES PER DEED =I.- AND AREA FROM BOOK 940 PAGE 231 (3 PAVE UK FE4CE COMER BEARS 8001151 PALE 153 I Z W REVIEW 1 U G 54312'22'8 41' DOC.95-060750M0LINE TABLE Cr ❑ n re COPY NARRATIVE 7HE SOI7INES1ERLY LINE CO SAM LOT 5 WAS ESTABLISHED BY HOLDING RE BOUNDARY LITE BEARRG DISTANCE CO 15 N n WEaSTERED 4 INE PURPOSE 9 1X5%REY WAS TO ESTMU9N TIE OUTER BOUNDARY CO RESOLUTION PER SURVEY NUMBER 32106 - PROFCS9gNAl I X~ DOCUMENT NUMBER 83-02210%99-099331 AND BOOK 940 PAGE 231 DE NOR1HCES1ERLY UNE OF THE SU&(CC PROPERTY WAS ESTABLISHED BY HOLDING A RECORD 11 93944'32W 39.15 I 4WD SURVCYOR WA9NIGTON COUNTY OECD RECORDS;TO AD.LIST THE LOCATNN OF DE 20.00 FOOT OFFSET FROM DE CENTERLINE CO SW ASH META(PER DE PLAT OF'BURNHANL I BOUNDARY BETDOCUMENT NUMBER 83-00109 AND 99-099371;MDTOTRACT'ma BY HOLDING 4000*0 DISTANCES . l CES AMD OfF5F75 PER 00aAEN1 NUMBER 2009-1010101 X1521'!67 131' • ROI%7(970 UE BETWEEN DOCUMENT NUMBER 99-099331 AND BOM 940 U X1253'35% 4234' U PAGE 231.RE CEA%9 BEARINGS FDR THIS SURVEY IS 1X0 CENIERINE 9 D4 NORTTEASIERLY LAE 9 DOCUMENT NUMBER 83-021109 WAS ESTAN5H0 Br HOLDING DE SCALE L'- 50 FEET 110021 BEC 909664#6 STREET PER SOME RAMER 31,660 AND SURSEY NUMBER 70N4D MONUMENTS PER 9x1£0 NUI%EAS 9623 IND 25063 A4%BY HOLDING LINES P444(93 TO L4 N3458'591 1375' 32.00'(32.03)1,13 ■ 32206 AS 9N)W_ RE NDRIERL9 UNE 954%LOIS 5 AND 6.411ER FLNMER RFSEA801 9 DEEDS 10 110 (PC STA 18119.1")1 )N 0 7NE 011ERL/E CO SW 9N19VAR STREET,BEING DE NORTHERLY LCE CO NORTHWEST 111E 0090TH WAS MADE TO REMOVE RE AKS*40(1601 PER 94 322%AND FIEND 15 N4419241: 27.76 N 0 20 30 40 50 .' ' TIRE UNE 1.50 FEET HOLDING INE MONUMENT PER SURVEY NIABER 25,063 AS THE CORNER,AS 1015 5 A4%6 CO ME RAT CO',744491 TRACY.WAS EST/RUSTED BY SHORN. L6 74527'367 9.13 ARS 0*4 094G AI%FORESTRY,LLL 4100143 THE CENTERLINE RES9U1%N PER 9WVEY NUMBER 72208. JOB NAME: 11800 ASH AVE 729,SW NERYAN M AK DIE JEAIEO PO 47 t!BE CO 2741 5/i 99-099331 WAS ES1ADI191ED BY 4,910 G THE L7 N3719331 20.73' 991E 100 NE CDT/RUNE CO ASH AVENUE,BENG TIE WESTERLY UNE CO LOTS 5 AND CALC4ILATED POSOM CO A FMND 5/8 RCN ROO PER 9JRNEY NUMBER 14,910 USING RECORD JOB NUMBER; 3892 RUALAM,ON 97062 B CO NE RAT CO 171IMHAY TRACY,WAS ESTNIII91E0 BY KWIC DE BFDRIARM FED SURVEY NIAIBEA 31,660 LOCATED Al DTE RIGHT-9-WAY 9 SM BURNHAM LB 11413,9241: 5017 PROF:503.563.6151 THE CMLAE TERRESOLUTION RM9 R SURVEY NUMBER 32218. STREET O BY HOLDING A DEED DISTANCE IW 9 IN FEET ERN AN EXTENSOR E ORIGINAL 20 ORAwN BY: J01 FAX:501563.6152 FOOT SOUTHEASTERLY NMT-9-WAY OF 5W 491 AVENUE ALONG THE SDINWESIEAL1 UNE CO 1.9 5067824'0 26.98' THE SOUTHEASTERLY UNE CO L01 5 CO THE RAT CO'BURNHAM TRACY WAS 5A%20aNIEN1 NUMBER,NIS RESOLUTION FITS DEEDED DISTANCE CO ADJONMNG DO5,60 411CHECKED BY: NSW ESIASIAED BY HOLDING 1110 BOUNDARY RE59UDON PER SURVEY NUMBER NUMBER 2010-103509 WITHIN REASONABLE TOLERANCE, 110 N2816'2314 126.55' ENGINEERING • PLANNING • SURVEYING 32,208. DRAWING NO.: 3892805-PUL FORESTRY LANDSCAPE ARCHITECTURE RECORD OF SURVEYCURVE TABLE WASHINGTON COUNTY SURVEYOR'S OFFICE ACCEPTED FOR FILING: PROPERTY LINE ADJUSTMENT CURVE RADIUS DELTA LENGTH CHORD C1 237.50' 171120' 71,39' N5397'09E 71.12' LOCATED IN THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 2 SOUTH, C2 21.50' 7590'00' 2814' 93016.11'E 26.18' PREPARED FOR RANGE 1 WEST, WILLAMETTE MERIDIAN, 27500' 171320'' 82.66' N539T09E 62.35' 017 01 TAGARD CITY OF TIGARD, WASHINGTON COUNTY, OREGON ADJUSTED 13125 SW HALL BOULEVARD PARCEL 2/LOT TIGARD,CR 97223 DATE. 844130'29'E 50.36' I CONSOLIDATION 29.87 RT I (STA 4+16.32)1 (N4410'29'C 50.36)1,13 I CALCULATED POSITICN OF FOUND 37.5' (PC STA 1+66.98) I 37,5' I LEGEND ADJUSTED 5/8'R PER SH 14,785)1 PARCEL 1 (S4579'391 17.50')13 ,C3182.66'(82.66)1,13 ('E INTERSECTION • SET 5/8'030'RON ROD W/YPC INSCRIBED --\ 54529'39'E 17.50' , (PT STA 5+49,641 -- (BURNHAM STA 10+86.16)1 'AKS ENCR'ON \ 1 (ASH STA 7+33.67)1 82 FOUND 5/8'IRON ROD W/YPC INSCRIBED (PLATTED ROAD/1ABMPROVED RIGHT-OF-WAY) ,W ASH AVENUE H 259.79' 'ANS ENGIN.'PER SN 32208:HELD UNLESS �I NOTED OTHERMSE R `�+ -- 115.21'(415_21)13 ___-_-_ _._� I ❑ FOUND 5/8'IRON R00 W/2"ALUMINUM CAP __'-- .1 --- ----- • (4+6/•4.5,97116'11'W 66.87 INSCRIBED"MAH PACIFIC',IN MON BOX;PER c 1144 1'29'E 410.98'(N44'3029'C 41098)13 it n -\ SN 31,660;HELD UNLESS NOTED OTHERWISE 1 ' -------,., N44'30'29'E 55.37' Cl L=71.39' \ 14]'49' 84OJ)1.7 0 FOUND 5 8 IRON Roo W/YPC INSCRIBED 6100 i 151.79' __ .. 10'010'ME PER DOOM/84•°3' \ 3 /' N431811'11 20.02' ( (64.00')13 4388' 11.89 NO 2009-101040 "MEDDLE LS BTC;PER SN 25,067;HELD (N4316'tl'W 20.02')13 (4368)13/ DDG NO 416/14 \- (N61'13'49'E 63.71')1,1 UNLESS NOTED MSAIER SE _ x•80 PEE PER DOC. FENCE CORNER BEARS ' N61'/3'49'E 63,71' ED DENOTES FOUND MONUMENT AS NOTED: FANNO CREEK S / / Na UE DOC. SCORN R B 18• /,/,JI . moot k /'- 4••. ) '�' HELD UNLESS NOTED OTHER'AISE "S DEED BOOICR UBCJNN PROPERTY LINE �`,f i o M 18 AC* / BY TO " �\- 30 55E 2. •• 6 1 A CALCULATED POSITION.NO MONUMENT FOUND UNIMPROVED "� /��868 PgCE 498 / `R � � I BOOK pop PACE 231 , C2 L=28.14' DOC.N0. DOCUMENT NUMBER PER WASHINGTON RIGHT-OF-WAY AREA:281 AC! "' 9 p ORIGIIN.AREA:0.14 ACS 54316'11"E 9.39' COUNTY PIPE RECORDS { .7-4..1-.....,°' / / DOC No.83-022109 (54291'11'W 17.00')2 V i $44'31'36'W 23250' ADJ151ED NEA:0 AJC P IRON PIPE NM TRKG •}$ ORNiNAL AREA 316 ACS 110 151196E 17.00')11 ROO 240,11' 7.------BUILDING-/-1 ` STA 71+4053.2988 W/YPC M A 11104/PLASM CAP (51410'DO'W 17,00'I3 R, 3 ADJUSTED AREA,067 ACS NINSTED PROPERTY 1111E ) W LINECU BU LOT 8 •_ /. S44130'13'W 12.00' r' RT CALCULATED PP N0. PARTITION PLAT NUMBER PER WASHINGTON LSI F _ FDIIND 1/2'IR;PER SN 9623 POSIRON OF FOUND COUNTY SURVEY , S 4^" L7 L8 • BEARS 54316'IYE 1.91';FENCED 10'910'RUE PER DOC. 5/8'IR PER 56 14,910)1 SN SURVEY NUMBER PERM694NGTGN C,i _ R • CORNER BEARS 51753'41'W 2.0' Na 2009-101040 37.5' J7.5' COUNTY SURVEY RECORDS LOT 5 DOC.NO.2010-103509 PUE PUBLIC 0111111 EASEMENT CHNN LINK FENCE - 232.50' SSE SANITARY SEINER EASEMENT CORNER BEARS t4 (.4 516Y3'49'W 11,5' S44'30'13'8 257.08 (5TA 12+09.85,29.93 AC ACRES (51291'11'W 256.98)2 RT CALCULATED L3 I \ (N4410'00'E 257.14)13' P099OR of FpUNp ()1 RECORD INFORMATION PER SN 31,660 DOC.NO. BENT.TIED SPIN HOLE,00691 08:FENCE \ BRASS$CREW ()2 RECORD INFORMATION PER 4!25.063 91-020780 TRANSFER AREA:249 ACS CORNER BEARS 04316'11'E 0.Y;ALSO FOIR10 FOUND 1/2'IR,DOM 0.5';PER SN 9623 BEARS I W/WASHER SN 25,063)1 ()J RECORD INFOR11AII N PER SN 4189 L2 5/8'R;ORION UNKNOWN,BEARS 53178'18'W '� 51316'11'E 1.10';FOUND I'R,DOM!0.5';ORIGIN ((4 RECORD INFON11A110N PER SN 6520 106';AN AKS 5/8'IR MIH SEC SET PER SN 3 $ -`,;41;,‘", UNKNOWN,AS FOUND PER SN 25,063;BEARS ()5 RECORD INFORMATION PER 91 9623 32,208 BEARS S4316'11'E 1.50 ACCEPTED of 1W g S4116'41'E 1.30';CNAM LINK FENCE CORNER BEARS _ ()6 RECORD INFORMATION PER SN 19,961 LI MONUMENT PER SN 25,063 AND REMOVED THE Y' 1•+ Si $2771'lYW 2.1' I _ ()7 RECORD INFORMATION PER TIN 26.743 33'PER DOC.NO. MS MONUMENT a ( 8 RECORD INFORMATION PER 94 24,211 91-02(y},pp')q�g� r DOC.4+0. I . ()9 RECORD INFORMATION PER 94 23,458 R ($4295'W 439.00')11 , 2003-194737 w^ ()10 RECORD REORMAMIN PER 94+16,039 FEND 5/8'IR (54293'06'4W l389Tf)2 CHAIN LINK FENCE BEARS 17.00'(17.00')13 ' •3 ()11 RECORD INFORMATION PER DOC. N4571'36'W 2.1' u Na 83-022109 W/YPC'REPPETO LS (5l/78'2!'w!3830')13 _ _, _ -- - <,r r ()12 RECORD REORMA498 PER DEED 657:PER SN 24.211 \ - 544'38'24"W 438.30' m BOOK 868 PACE 498 ()13 RECORD INFORMATION PER 41 32,208 T9 - _.. • Doc.No. ()1A RECORD M 36196M7N PER DOC. _ S//'3B2i W 155.30' 95-060750 7 4+0.2010-103509 54479'10"W 33.03' OR GI' (S(54205'WW156.00')•13 ()15 RECORD INFORAIAT1ON PER DOC. (S4479'10'W 33.03)13 FOUND 3/1'P.WWN I.6',BENT 4+1 CHAIN LINK FENCE BEARS 4+0.99-099331 37.5' (C « ADJUSTED AREA INCLUDES TRANSFER AREA SW,TIED AT APPROXIMATE BEND; LOT 6 16 EASEMENT FOR ROAD N4313'11'W 1.1' ' AS FOUND PER SN 21,211;CRAM AND AREA FROM BOOK 940 PAGE 231 PER DEED ROOK 84 PURPOSES PER DEED I z W REVIEW PACE 321 LANK FENCE CORNER BEARS BOOT(151 PACE 153 54312'22'W 4.4' CC 95060750 LINE TABLE CC COPY NARRATIVE 1HE SOUTHWESTERLY LINE OF SAID LOT 5 WAS ESTABLISHED BY HOLDING THE BOUNDARY m N 5/28/2015 RESOLUTION PER 91RVEr NUMBER 32,208. LINE 1 BEARING DISTANCE I \ ( REGISTERED THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARY - PROFESSIONAL OF DOCUMENT NUMBER 83-022109,99-099331 AND BOON 940 PAGE 231 SHE NORTHWESTERLY LINE OF THE SUBJECT PROPERTY WAS ESTAIA1911ED BY MOLDING A RECORD LI 4+39'44'30'9 39.15' LAND SURVEYOR WASHINGTON COUNTY DEED RECORDS;TO ADJUST THE LOCATION OF THE 2000 FOOT OFFSET FROM THE CENTERLINE OF SW ASH AVENUE PER THE PLAT OF'BURNHAM Iof, BOUNDARY BETWEEN DOCUMENT NUMBER 83-022109 AND 99-099331;AND TO L2 N4571'36'W 634' REMOVE THE JANE BETWEEN DOCUMENT NUMBER 99-099331 AND BOOK 940 TRACY AND BY HOLDING RECORD DISTANCES AND OFFSETS PER DOCUMENT NUMBER 2009-101010, • PACE 231.THE BASS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF L3 141253'35'W 42.34' [} OREGON THE NORTHEASTERLY LINE 01 DOCUMENT NUMBER 63-022109 WAS ESTABLISHED BY HOLDING THE SCALE 1' = 50 FEET SW BURNHAM STREET PER SURVEY NUMBER 31,660 AND SURVEY NUMBER - J200• 12 JANUARY 9,2001 FOUND MONUMENTS PER SURVEY NUMBERS 9623 AND 25,063 AND BY HOLDING LINES PARALLEL TO ( 00)1.13 NICK WHITE 32,208 AS SHOWN. L4 N3158'S9'E 13.75' • THC NORTHERLY,ME OF SAID LOTS 5 AND 6.AFTER FURTHER RESEARCH CF DEEDS TO THE (PC STA 18+49.28)1 IN . • 706521$ .41 THE CENTERLINE M SW BURNHAM BEING THE NORTHERLY U NORTHWEST THE DECI90N WAS MADE TO REMOVE THE AKS MONUMENT PER SN 32,208 AND EXTEND L5 N44'30'24E 27.78' 50 6 20 00 AO 50 RENEWS:6/30/16 LOTS 5 AND 6 OF THE PLAN OF STREET,RETM TRACY.THE WASO NORTHERLY ESTABLINEE BY THE LINE 1.50 FEET HOLDING THE MONUMENT PER SURVEY NUMBER 25,063 A5 THE CORNER,AS L6 N4571'36'W 910' AKS ENGINEERING AND FORESTRY,LLC HOLDING THE CENTERLINE RESOLUTION PER SURVEY NUMBER 32208. JOB NAME: 12800 ASH AVE 12365 SW HERMAN RD AK THE CENTERLINE M ASH AVENUE,BEING THE WESTERLY LINE OF LOTS 5 MD THE SOUTHEASTERLY LINE OF DOCUMENT 99-099331 WAS ESTABLISHED BY HOLDING THE L7 N3710'33'E 20,73' SLATE 100 CALCULATED POSITION OF A FOUND 5/8'PON ROD PER SURVEY NUMBER 14,910 USING RECORD JOB NUMBER: 3892 'UALATIN,OR 97062 8 OF THE PLAT OF'BURNHAM TRACY,WAS ESTABLISHED BY HOLDING THE INFORMATION FROM SURVEY NUMBER 31,660 LOCATED IN THE RIGHT-OF-WAY OF SW BURNHAM L8 N44'38'24'E 50.97' PHONE:503563.6151 THE CENTERLINE RESOLUTION PER SURVEY NUMBER 32208. STREET AND BY HOLDING A DEED DISTANCE OF 100 FEET FROM AN EXTENSION OF THE ORIGINAL 20 DRAWN BY: JDP FAX:503.563.6752 FOOT SOUTHEASTERLY RIGHT-OF-WAY OF SW ASH AVENUE ALONG THE SOUTHWESTERLY LINE DE L9 N06'38'24'E 26.98' THE SOUTHEASTERLY UNE OF LOT 5 OF THE PLAT CF'BURNHAM TRACY WAS SAID DOCUMENT NUMBER.THIS RESOLUTION 015 DEEDED DISTANCE OF ADJONNING DOCUMENT CHECKED BY: NSW ENGINEERING • PLANNING • SURVEYING ESTABLISHED BY HOLDING THE BOUNDARY RESOLUTION PER SURVEY NUMBER NUMBER 2010-103509 WITHIN REASONABLE TOLERANCE. 110 N2B16'23'W 726.55' • 32'208. DRAWING NO.: 3892ROS-PLA FORESTRY • LANDSCAPE ARCHITECTURE RECORD O F SURVEYCURVE TABLE OFFICE WASHINGTON COUNTY SURVEYOR'S OCE ACCEPTED FOR FILING: PROPERTY LINE ADJUSTMENT CURVE RADIUS DELTA LENGTH CHORD CI 237.50' 171220' 71.39' 41530709E 71.12 LOCATED IN THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 2 SOUTH, C2 21.50' 750000' 28.14' 913646111 26.18 RANGE 1 WEST, WILLAMETTE MERIDIAN, C3 275.°°' 1713'20' 82.66' 1453D709'E 82.35' PREPARED FOR CITY O TACARO CITY OF TIGARD, WASHINGTON COUNTY, OREGON 13125 SW XAl1 BOULEVARD 11GARD,OR 97223 DATE: N4470'29'0 50.36' I (STA t+16.321 (STA 9+95.45,29.87 RT 37.5' I 37,5' ) (NN70'29'E 50.36')1,13 I CALCULATED POSITION CE FOUND LEGEND (PC STA 4+66.%)I 5/8'N PER 94 14,765)1 I (54579'391 17.56)13 C3 1482.66'(826611,13 E-E INIERSEOIION • SET 5/8'X30'IRON R00 50/670 INSCRIBED 'TRANSFER AREA 54529'39'E 17.50' (PT STA 5+49.64)1 __ I ( it.'ON 1 (USX SSA 7+33.67)1STA10+86.16)1 'AKS ENG ® FOUND 5/8'RON ROD W/YPC INSCRIBED (PLATTED ROAD/UNNPROVED RIVE-OF-WY) N 259.79' \' '405 ENGR.'PER SN 3210&HELD UNLESS R 7AL SW ASH A•ENUE 415.21'(415_21113 _--_.--- _ "ii- _-0----- _ .� NOTED OTHERWISE. -------4..(T•--------- 411316'11'74 66A1 I O FOUND 5/8'IRON ROD 1/2'ALULWAAI CAP (4167• NSCRIBED'WITH PACIFIC,IN MON BOX PER f ,y6f. 9 E 4'84 SN 31,660,HELD UNLESS NOTED OT ERMSE NU I'29'E 410.98 (414 �I3 ! ?3 +3y. 15..79' N44'30'29'E 55.37 Cl 1=71.39' _43.0.r °3)4'.73 �O FOUND 5/6'IRON ROD w/4C INSCRIBED /,{./J'. W.ar 19219' «- 101110'PUE PER DOCS 'MEDDLE IS 871':PER SN 25,063;HELD N431691.W 20.073 r (64,00')13 / / - -- - (443.66 11.69' Po N0.2009-101040 n ` (N61.4J'19'E 6}.71')1,1 UNLESS NOTED OTHERWISE (414376117 2002)1) 17,50'PIE PER DOC. T 416/• N61'13'49'E 63.71' 0 DENOTES FOUND MONUMENT AS NOTED; + FENCE CORNER BEARS 99-099331 43.49 C ONO CREDL� �•�• / N0.2009-101010 v,ORIGNAL AREA: I F 138 J \ HELD UNLESS NOTES OIHERNIY „H 8 �, PER 553'32'32'74 7.8' - Y TO HE- 6 /�\ / 018 ACt / �_ CALCULATED POSITOI,NO MONUMENT FOUND UNIMPROVDON ED DEED BOOK ORIGINAL PRIX+ENtt L9iE -^, Q. g •�ADJUSIED BY KO/ A910 PACE 231 -. RICHT-OF-WAY V� / 868 PAGE 4% R .AREA:2.81 ACA I C2 L=2Ei.14' DOC.410. CDOCWKN CUNTY CYBER WASHINGTON Tm�p / '8 0RwTNAL AREA:014 ACt 54316'11'E 9.39' RECORDS P IRON PPE ( `- / DOC.NQ 8J-012109 k ` (542'01'11'6 17.00')2 8' 544'31'36.W 232.50' AD•A15TED MEA:0 ikNG / ORKiNAL AREA 3.16 ACt LID (S42176'W 17.00)11 NT - ��Ut "WITH; . (54410'arW 17.00')13 240.13' "-BUILDING 1404°110T B ^ / A°'A151E°AREA:067 ACi / • Md15TE5 PROPERTY UNE = + (STA 11+10.53,29.86 W/YPL MM A TELLOW PLASTIC CAP r, WALL ON RT CALCULATED PP Np. PARTTON PLAT TOMER PER WASHINGTON L9 544'30'13'74 17.00' - _ FWND 1/2'IR;PER SN 9623 LMC P0900H OF fOUHD CONN SURVEY RECORDS '-n F, = l7 l8 T- w• "S BEARS 54316'11'E 1.91';FENCE 10'%10'PUE PER DOC. ' 5/8'IR PER SN 14,910)1 94 SURVEY NUMBER PER WA9HNGTCR / ,X u CORNER BEARS S1753'41'W 2.0' NO.2009-101040 COUNTY SURVEY RECORDS LOTS 37.5' 37.5' DOC.N0.2010-103509 POE PUBLIC UTILITY EASEMENT CHAN lUK FENCE�-' -- L6 232.50' SSE SANITARY SEWER EASEMENT CORNER BEARS L5 __,.,,/-'.---7 514'3013'74 251.08' ~'(STA 12+09.85,29.93 AC ACRES L4 RT CALCULATED 516'13'!9'74 11.5' .-r (342V1'IYW 256,96')2 ( (NN10'00'E 257.11')13' P09T01 OF F9j ()I RECORD AEORLIATON PER SN 31,660 �L} BENT.TED SPR'HOLE,007441 0.5';FENCE BRASS SCREW ()2 RECORD INFORMATION PER 94 25,063 9 TRANSFER AREA 2.49 ACt CORNER BEARS S4376'11'E 0.7';ALSO FOUND FOUND 1/1'14261.°,°10:°:" R,DOWN 0.5';PER SN%23 GEMS W/WA9HER SN 15,063)1 ()3 RECORD INFDRLHATOH PER 94 4189 12 5/8'N;MON UNKNOWN;BEARS 5342818'50 :�' S4316'11'E 1.40';POUND I'R,DOWN 0.5';ORION ()4 RECORD NFORMA1ON PER 94852D N- 1.04"AN MIS 5/8'IR WITH WPC SET PER SN g '� UNKNOWN,AS FOUND PER 94 25,063;BEARS ()5 RECORD INFORAIA7gN PER SN%2J `LI 32,208 BEARS 5/318'11'E 1.50;ACCEPTED D4 3°R" 5- 54116'11'E 7.30';CHAIN LUK FENCE CORNER BEARS '42., ()6 RECORD*FORMATION PER SN 19.%1 MONUKNT PER SN 25,063 AND REMOVED THE I"+..J✓ 52724'17'74 2.1' I _e ()7 RECORD NFORMATNN PER SN 26,743 33'PER DOC.ND. a^To v ,o n ((9 RECORD INFORMATION PER 94 23.458 91-0207Bp ' AKS MONUMENT ((6 REC016)NFORIIATNN PER SN 24.211 (33.0°14,8,13 + 'i DOC.410. 51 51 (S42USY1 439.00')11 CHAN LRA(FENCE BEARS x 2°03-194237 t.,^ ()10 RECORD NFORMAMIN PER 94 16,039 FOLIO 5/8'R (51205'%'W 43896)1 17.ar(17.00')13 t ()11 RECORD 22109 INFORM/IRON PER DOC. M/YPC'REPPETO LS (51478'21'74 ISB.J0�13 84521387 1.1' I g, NO.83-022109 657':PER 91 24.211 \ _- -- -_ ,_....• LIR. ()12 RECORD BOOK 8613 PACE 498 PER DEED a • 5µ39'24'w 438.30' - - - -J x ()13 RECORD NiORAIAIICN PER SN 32.208 - _ DOC.NO. ()14 RECORD INFORMATION PER DOC. _ 51178'24'74 155.30' /7 (544'35'21.50 55.]0')13 95-060750 I 2' NO.2010-103509 54429'107 JS.o3'J (512p5'w 156.00')1 ()15 RECORD CRRYATION PER DOC. (S4419'1014 33.03113, FOL*•3/4'P.DONN 1.6',BENT ,,,W al OWN LINK FENCE NEARS 37.5' �.. NO.99-099331 J SW.RD AT APPROXIMATE BEND; '0,1' LOT 6 16'EASEMENT FOR ROAD N1317/1'W 1.1' Q ADJUSTED AREA matte TRANSFER AREA PER OLID BOCK& AS FOLIC P06 SN 24.211;CHAIN PURPOSES PER DEED I W AND AREA FROM BOOK 940 P600 231 PACE LAW FENCE CORNER BEARS BOOK 151 PACE 153 REVIEW S4312'22'4/44' DOC.NO. CC 95-060750 UNE TABLE M H COPY NARRATIVE THE SOUNIESTERLY INE OF SAID LOT 5 WAS ESTABLISHED BY HOLDING THE BOUNDARY m N 5/28/2015 THE OF THIS SURVEY WAS TO ESTABIJSH THE WUgO EER BOUNDARY RESOLUTION PER SURVEY NUMBER 32.200, TWE/ (9EAR9IO DISTANCEREGISTERED PROFESSIONAL 4 PURPOSE DOCUMENT NUMBER 83-022105 99-099331 AND BOOK 940 PAGE 231 THE NORTHWESTERLY LINE CC 1140 SUB.ECT PROPERTY WAS ESTABLISHED BY*CEDING A RECORD II 639'44'307 39.15' CO LAND SURVEYOR WASHINGTON COUNTY DEED RECORDS;TO A0JUST THE LOCATION OF THE 2000 FOOT OFFSET FROM THE CENIERUI[a SW ASR AVENUE PER 194E PLAT CC'BURNHAM NN BOUNDARY BETWEEN DOCUMENT NUMBER 63-022109 AND 99-099331;AND TO TRACY AND BY HOLDING RECORD DISTANCES AND IDFTSETS PER DOCUMENT NUMBER 2009-101040. L2 411521'367 6.34' i // )- /e=* REMOVE THE UK BETWEEN DOCUMENT NUMBER 99-099331 AND BOOK 940 /' (i(,,, � PACE 231.THE BASIS OF BEARINGS FOR TNS SURVEY IS 114 CENTERLINE OF 13 N1253'3511 42.34' 1:1-7- 0RE00N SW BURNHAM STREET PER SURVEY NUMBER 31,660 WO SURVEY MASER THE NORTHEASTERLY LM O DOCUMENT NUMBER&7022109 WAS ESTABLI9E0 BY HOLDING THE SCALE I" - 50 FEET JANUARY 9,200+ 32.206 AS SHOW. MONUMENTS PER SURVEY NUMBERS% 0410 13 AND 15,063 AND BY 4101LINES PARALLEL TO LI 93456'59'E 4375' 32.00'(32.00')1,13 EMIIII WWI THE NORTHERLY LNE O SAID LOTS 5 AND 6.AFTER FURTHER RESEARCH 00 DEEDS TO THE (PC STA 18+49.28)1 NI • V, 706521,5 J THE CENTERLINE OF BURNHAM BEING THE NORTHERLY LINE O NORTHWEST THE DECISION WAS MADE TO REMOVE THE AKS MONUMENT PER SN 32,208 AND EXTEND L5 84438'24'E 27.78' 50 0 20 30 40 50 RENEWS:6/30/16 LOTS 5 AND 6 O SW PLAT°F STREET,REETM TRACY,WAS NORTHERLY UNE BY THE'INE 1.50 FEET HOLDING IRE MONUMENT PER SURVEY NUMBER 25,063 AS THE CORNER.AS 940914 LB X4521'36'74 9.10' ANS ENONEERNG AND FORESTRY,LLC HOLDING THE CENTERLINE RESOUTON PER SURVEY NUMBER 32200 JOB NAME: 12800 ASH AVE SW HERMAN RD AO WE SOUTHEASTERLY LINE CR DOCUMENT 99-099331 WAS ESTABLISHED BY HOLDING 141E L7 4132SITE 833E 2073' SUITE 10000 THE CENTERLINE OF ASH MOM KING THE WESTERLY UNE O LOTS 5 ARD CALCULATED POSITION OF A FOUND 5/8'IRON ROD PER SURVEY NUMBER 14,910 USING RECORD JOB NUMBER: 3892 TUALATIN CR 97062 B OF THE PUT OF-BURNHAM TRACY,WAS ESTABLISHED 131 HOLDING THE INFORMATION FROM SURVEY NUMBER 31,660 LOCATED N THE RIGHT-CF-WAY O SW BURNHAM L8 N449(24'S 5097' NOW:5035636151 THE CENIERLNE RESOLUTION PER SURVEY NUMBER 32208 STREET AND BY HOLDING A DEED DISTANCE OF 100 FEET FROM AN EXTENSOR O THE MORAL 20 DRAWN BY: JDP FAX:503.563.6152 FOOT SOUTHEASTERLY RIGHT-OF-WAY OF SW ASH AVENUE ALONG THE SOUTHWESTERLY LINE Cr L9 N0678'24'E 26.98' THE SOUTHEASTERLY LINE OF LOT 5 OF THE PLAT O"BURNHAM TRACY WAS SAID DOCUMENT NUMBER.THIS RESOLUTION RTS DEEDED DISTANCE a ADJOINING DOCUMENT CHECKED BY: NSW ENGINEERING • PLANNING • SURVEYING ESTABLISHED BY HOLDING THE BOUNDARY RESOLUTION PER SURVEY NUMBER NUMBER 2010-103509 NTHN REASONABLE TOLERANCE. 110 N2816'23'6 126.55' 31'208' DRAWING NO.: 389200S-PLA FORESTRY • LANDSCAPE ARCHITECTURE RECEIVED City of Tigard MAY 1 4 2015 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF TIGARD Lot Line Adjustment Type I Ari f t 2 # 'f RING TIGARD �1�J111 iL� APPLICANT#/AGENT L ,t r C,{ fe 0 ✓ lo .. �1 REQUIRED SUBMITTAL Name: 1 Y e (i rn C kt ' 4,SP N r ELEMENTS Address: 111 1- C S (A/ H4 if 11(i4I Owner's Signature/Written City/state: rt S`i ( 0 R Zip: ' -7 1. 2-3 Authorization Primary contact: S rAVI r'Tnrre gs/ Title Transfer Instrument or Deed Phone:t v'3-1 lb-141-t) Email: SPCA Tl isa/i- O t.Jo II ////0 Existing Site Plot Plan(2 copies) )2f Site/Plot Plan(2 copies) Site/Plot Plan(reduced 81/2 x 11") PARCEL 1 Applicant's Statement(2 copies) Property address/location: US. 0 0 c h/ 6 A /4 t/-C (Address Criteria in TM 18.410.040) XFiling Fee Tax map and tax lot #: 2 S / 0 Z AD 03 (1 0 () FOR STAFF USE ONLY PROPERTY OWNER/DEED HOLDERS)(Attach list if more than one) Name: Ci Cy (..r o% 1-r r Veve [(yourq' I ert f /7j eh e�/ Case No.: —A 2O( S- �y.,Z Address: ( 3 ( 3- S S W H€ /1 /iI. Related Case No.(s): D 1)e iC I S t/V0 2. City/state: 115 4 id 0 R Zip: 5 7 2.2 3 Fee: is I Phone: SV 3-)/b -L Y)C1 I.mail: S 44 it CA f i54 'd-O/.sr/./ Application{accepted: i By: M✓ Date: 5/f 1/t 5 P- • EL 2 F4i Application determined complete: Property .adress/location: h �(eek I'41 k By: Date: Q I:\CURPLN\Masters\Land Use Applications Rev.07/24/2014 Tax map and tax lot -• to 2._ p D O0 Pi D * When the owner and the applicant are PROPERTY 0 '/ i ER/DE ' I HOLDERS) (Attach list if more than one) different people,the applicant must be Name: C y d F f 1 S s . the purchaser of record or a lessee in possession with written authorization Addres . / 2. S SL., —1 _//f/! from the owner or an agent of the owner. y� S 7 2. Z The owner(s)must sign this application Ci state: I 1 S S U .: in the space provided on the back of this Phone:go s- I i 6- 1 SD' Email: S f e V C e 7t iSC , 'af'So v form or submit a written authorization with this application. The owners of record of the subject property request •t Li - Adjustment to adjust: 3 v, 091 .1.,dpiloted Existing: Parcel 1 ' t' " ' c✓`P} and parce 4.,i2eLt C _ into creage or square fon re) (Acreage or square footage) ti vcr Proposed: Parcel Z-76-71-1A 6 r'f ?parcel 2 r3 :oft2,%t �` ( M P (Acreage or square footage) (Acreage or square footage) City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 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.) 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. • 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. SIGNATURES of each owner of the subject property required. 5~1 Sen I r(.e//\ 5113/1 Applicant's signature Print name / Date Applicant's signature Print name Date STide 11/4 L5/,/G261/J -. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date a LOT LINE ADJUSTMENT—TYPE I APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 RECEIVED Lot Line Adjustment JUN 01 2015 Page 2 CITY OF TIGARD PLANNING/ENGINEERING Parcel 2 Property Address/location: 12770 SW ASH AVE.Tigard OR, 97223 Tax map and Tax lot ID#: 2S102AD02900 Property Owner/Deed Hold(s) City Center Development Agency 13125 SW Hall Blvd. Tigard, OR 97223 503-718-2420 sean@tigard-or.gov Parcel 3 Property Address/location: 9020 BURNHAM ST. Tigard OR, 97223 Tax map and Tax lot ID#: 2S102AD02800 Property Owner/Deed Hold(s) City Center Development Agency 13125 SW Hall Blvd. Tigard, OR 97223 503-718-2420 sean@tigard-or.gov Existing: Parcel 1 2S102AD03000 3.16 acres Parcel 2 2S102AD02900 0.18 acres Parcel 3 2S102AD02800 0.14 acres Proposed: Parcel 1 2S102AD03000 0.67 acres Parcel 2 2S102AD02900 2.81 acres Parcel 3 2S102AD02800 0 acres Applicants Statement: The City Center Development Agency of the City of Tigard proposes a lot line adjustment involving three properties (under common City Center Development Agency ownership.) This adjustment is related to the development of a mixed use building. The lot line of Parcel 1 will be adjusted , reducing the area from 3.16 acres to .67 acres (the wetland area). The lot lines of Parcel 2 will be adjusted to add area from Parcel 1 and Parcel 3,with the final area of 2.81 acres. Parcel 3's area will be adjusted to zero. 18.410.040 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: The lot line adjustment does not create an additional parcel. The lots are located in the Mixed Use Central Business District Zone which has no minimum lot size requirements (Table 18.520.2) 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. Response: The final size of the lots will not be in violation of the site development standards of 18.610.1. a. The minimum width of the building envelope area shall meet the lot requirement of the applicable zoning district; Response: This will be reviewed as part of the master land use case review. 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; Response: The lots are located in the Mixed Use Central Business District Zone which has no minimum lot size requirements 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 Response: The lots will front a public right-of-way by at least 15 feet. d. Setbacks shall be as required by the applicable zoning district. Response: This will be reviewed as part of the master land use case review. 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 10 feet of an abutting lot in accordance with Section 18.745.050. Screening may also be required to maintain privacy for abutting lots and to provide usable outdoor recreation areas for proposed development. Response: The proposed lots are not flag lots. 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: This will be reviewed as part of the master land use case review. 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 proposed lots will be served by public streets. 7. Any accessway shall comply with the standards set forth in Chapter 18.705, Access, Egress, and Circulation. Response: The accessways will be reviewed as part of the master land use case review. RECORD OF SURVEYCURVE TABLE WASHINGTON COUNTY SURVEYOR'S OFFICE ACCEPTED FOR FILING: PROPERTY LINE ADJUSTMENT CURVE RADIUS DELTA LENGTH CHORD C1 237.50' 1773'20" 71.39' N53'07'09E 71.12' LOCATED IN THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 2 SOUTH, C2 21.50' 75'00'00- 28.14' S80'46'11•E 26.18' PREPARED FOR RANGE 1 WEST, WILLAMETTE MERIDIAN, c3 275.00' 1713'20• 82.66' N53'07'09182.35' CITY OF TAGARD CITY OF TIGARD, WASHINGTON COUNTY, OREGON 13125 SW HALL BOULEVARD (STA 9+95.45,29.87 RT 37.5' 11 37.5' TICARD,OR 97223 DATE: N44'30'29"E 50.36' I I (STA 4+16.32)1 (N4416291 50.36')1.13 I (PC STA 4+66.98)1 CALCULATED IRO TPTI SN OF FOUND5)1 I LEGEND I (S4579'39'E 17.50')13 C3 L=82.66'(82.66)1,13 i-i!INTERSECTION • SET 5/8"X 30"IRON ROD W/YPC INSCRIBED S45'29'39"E 17.50' I (PT STA 5+49.64 1 _ (BURNHAM STA 10+86.16)1 'AKS ENGR."ON - 1 (ASH STA 7+33.67)1 g FOUND 5/8"IRON ROD W/YPC INSCRIBED _ 259 79' "AKS ENGR."PER SN 32208; HELD UNLESS (PLATTED ROAD/UNIMPROVED RIGHT-OF-WAY) SW ASH AVENUE 415.21'(415.21)13In NOTED OTHERWISE. -1] - 0 - _ ❑ FOUND 5/8*IRON ROO W/2"ALUMINUM CAP -___--- N4316'11'W 66.87' INSCRIBED"WkH PACIFIC", IN MON BOX; PER - , o ,, 06/4348, N L N N4430.29"E 410.98' (N44'3O'29"E 410.98')13 + n - N6J' f 1640 SN 31,660 HELD UNLESS NOTED OTHERWISE • N44'30'29"E 55.37' Cl L=71.39' 4349 f 3)1,130 FOUND 5/8*IRON ROD W/YPC INSCRIBED i 64.00' �/ 154.79' 192.19' ❑ � 10'X10'PUE PER DOCS-1 '03' ' "WEDDLE LS 874"; PER SN 25,063; HELD N4316'11•W 20.02' 43.68' 11.69' NO. 2009-101040 UNLESS NOTED OTHERWISE ' (64.00'13 (N61'4349 E 63.71')1,1 / / (43.68')13 DOC.N0, Nfi N61'43'49•E 63.71' OO DENOTES FOUND MONUMENT AS NOTED; Al(N4316'11"W 20.02)13 �, 143• h / 17.50'PUE PER DOC.-") FENCE CORNER BEARS `z= 99-099331 .491- .^.• `. HELD UNLESS NOTED OTHERWISE A FANNO CREEK 8^ NO. 2009-101040 S53'32'32•W • 1.8' x 3 n MIGINAL AREA UNE TO BE REMO '3876' p CALCULATED POSITION,NO MONUMENT FOUND 8 / 30'SSE PER ORIGINAL PROPERTY UNE ..2.11;-,...0�, 018 ACf I[BY OONSOLbATION �� UNIMPROVED ^ DEED BOOK m• N$ ADJUSTED BOOK 940 PACE 231 C2 L=28.14' DOC. NO. DOCUMENT NUMBER PER WASHINGTON RIGHT-OF-WAY / 868 PAGE 498 AREA 2.81 ACt I COUNTY DEED RECORDS ^,_ o I 8 ORIGINAL AREA: 0.14 ACi 543'16'11'E 9.39' P IRON PIPE co / (sa2ro1'n'w 17.00)z 8` S44"31'36'W 232.50' ADJUSTED AREA: 0 A + / DOC.NO.83-022109 m w �� IR IRON ROD NG{ ,o L10 (S42ro6'W 17.00')11 240.13' BUILDING \_ R / ORIGINAL AREA: 3.16 ACt �, (STA 11+40.53,29.88 W/YPC HATH A YELLOW PLASTIC CAP „,1 g 3 ADJUSTED AREA: 0.67 ACt ADJUSTED PROPERTY LINE (54410'00"W 17.00')13 WALL ON RT CALCULATED PP NO. PARTITION PLAT NUMBER PER WASHINGTON •Q11R�NPLOT 8 3 3^ n / L9 $44"30'13'W 17.00' a FOUND 1/2"IR; PER SN 9623 LINE POSITION OF FOUND COUNTY SURVEY RECORDS T o mc L8 r ^ BEARS S43'16'11•E 1.91'; FENCE 10'X10'PUE PER DOC. 5/8"IR PER SN 14,910)1 SN SURVEY NUMBER PER WASHINGTON v v r•') / L7 _ a v CORNER BEARS 517'53'41"W 2.0' NO. 2009-101040 37.5' 37.5' COUNTY SURVEY RECORDS v Z x x -TTLOT 5 N DOC.NO. 2010-103509 I PUE PUBLIC 232.50' SSE SANITARYTILITY SEWERASEMENT EASEMENT CHAIN LINK FENCE CORNER BEARS L4 15 L6 ! 844 30'13•W 257.08' 1 " - RT CALCULATED(STA 12+09.85, 29.93 AC ACRES 846'43'49"W 11.5' i (842'01'11•W 256.98)2 POSITION OF FOUND ( )1 RECORD INFORMATION PER SN 31,660 L3 BENT, TIED SPIN HOLE, DONT!0.5'; FENCE (N4410'061 257.14')13' BRASS SCREW ( )2 RECORD INFORMATION PER SN 25,063 DOC. NO. TRANSFER AREA; 249 ACt CORNER BEARS S4316'11"E 0.7'; ALSO FOUND . FOUND 1/2'IR,DOWN 0.5'; PER SN 9623 BEARS W/WASHER SN 25,063)1 ()3 RECORD INFORMATION PER SN 4189 < O m rn o e v 91-020780 ()4 RECORD INFORMATION PER SN 8520 Q �p L2 5/8•IR; ORIGIN UNKNOWN; BEARS 53428'18'W ^� 54316'11"E 1.40'; FOUND 1•IR,DOWN 0.5'; ORIGIN Z'V 1.06'; AN AKS 5/8"IR WITH YPC SET PER SN co, UNKNOWN, AS FOUND PER SN 25,063; BEARS ()5 RECORD INFORMATION PER SN 9623 D 3 ,L O 32,208 BEARS 54316'11'E 1.50; ACCEPTED THE g"3 g e S4116'41•E 1.30'; CHAIN LINK FENCE CORNER BEARS I ()6 RECORD INFORMATION PER SN 19,961 a to -•4� n.TA... . '' -v S2774'17"W 2.1' I ()7 RECORD INFORMATION PER SN 26,743 LI MONUMENT PER SN 25,063 AND REMOVED THE Z ()8 RECORD INFORMATION PER SN 24,211 r- ' ' ; a 33'PER DOC. NO. AKS MONUMENT o= n 91-020780 ' `o ( )9 RECORD INFORMATION PER SN 23,458 = 0 R K r T (33.00')4.8,13 v,,~ 2003-194237 m w^ 010 RECORD INFORMATION PER SN 16,039 A (7 ,--.7 (S4205'W 439.00')11 N 17.00'(17.00')13 3 ( )11 RECORD INFORMATION PER DOC. 'q 542'03'O6•W 438.98')2 CHAIN UNK FENCE BEARS I NO.83-022109 I • x' '-I FOUND 5/8'IR ( N4571'36"W 2.1' co 1-1„, )12 RECORD INFORMATION PER DEED I a. 3 Co a m N v ( BOOK 868 PAGE 498 * (�a < Q W/YPC'REPPETO LS (544'38'24'W 438.30')13 - -,b M v ( )13 RECORD INFORMATION PER SN 32,208 O. 0 651"; PER SN 24,211 `• 544'38'24"W 438.30' ()14 RECORD INFORMATION PER DOC. kg ® - 0 w x rc DOC. N0. _ 544'38'24"W 455.30' 95-060750 Z 7 NO. 2010-103509 ( )15 RECORD INFORMATION PER DOC. 844'29'10"W 33.03' PG{ (S44'38'24•W 455.36)13 I ID Cg 41 NO. 99-099331 a.FOUND 3/4"IP, DOWN 1.6', BENT (842'0S W 456.00 4 CHAIN UNK FENCE BEARS 37.5 �� ADJUSTED AREA INCLUDES TRANSFER AREA (54479'10"W 33.03')13 SW, TIED AT APPROXIMATE BEND; •g11aN�LOT 6 16'EASEMENT FOR ROAD N4313'41'W 1.1' I _ AND AREA FROM BOOK 940 PAGE 231 p� T 3' PER DEED BOOK 84 AS FOUND PER SN 24,211; CHAIN PURPOSES PER DEED REVIEW •I PAGE 321 UNK FENCE CORNER BEARS BOCK 151 PAGE 153 Z W I 4 0 54312'22"W 4.4' CC LU `(��y� 95-060750 0.NO. LINE TABLE �' M I" /1, 5/28/2015 COPY f • s NARRATIVE THE SOUTHWESTERLY LINE OF SAID LOT 5 WAS ESTABLISHED BY HOLDING THE BOUNDARY LINE/ BEARING DISTANCE N N. REGISTERED .1110 IP, RESOLUTION PER SURVEY NUMBER 32,208. ` PROFESSIONAL i r THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE OUTER BOUNDARY OF N uND SURVEYOR ■1 DOCUMENT NUMBER 83-022109, 99-099331 AND BOOK 940 PAGE 231 THE NORTHWESTERLY LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING A RECORD L1 N39'44'30"W 39.15' iri, r... y..... WASHINGTON COUNTY DEED RECORDS; TO ADJUST THE LOCATION OF THE 20.00 FOOT OFFSET FROM THE CENTERUNE OF SW ASH AVENUE PER THE PLAT OF"BURNHAM 1414a- BOUNDARY BETWEEN DOCUMENT NUMBER 83-022109 AND 99-099331; AND TO TRACT'AND BY HOLDING RECORD DISTANCES AND OFFSETS PER DOCUMENT NUMBER 2009-101040. L2 N4521'36'W 6.34' • ,' REMOVE THE UNE BETWEEN DOCUMENT NUMBER 99-099331 AND BOOK 940 AOS' PAGE 231. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF L3 N1253'35"W 42.34' o-/� SCALE 1" = 50 FEET OREGON SW BURNHAM 231. STASIS PER SURVEY NUMBER 31,660 AND SURVEY NUMBERERINTHE NORTHEASTERLY LINE OF DOCUMENT NUMBER 83-022109 WAS ESTABLISHED BY HOLDING THEJ JANUARY 9, 2007 FOUND MONUMENTS PER SURVEY NUMBERS 9623 AND 25,063 AND BY HOLDING UNES PARALLEL TO L4 N34'S8'59•E 43.75' 32.00'(32.06)1,13 NICK WHITE 32,208 AS SHOWN. (PC STA 18+49.28 1 \ 70652LS J THE NORTHERLY LINE OF SAID LOTS 5 AND 6. AFTER FURTHER RESEARCH OF DEEDS TO THE ) THE CENTERLINE OF SW BURNHAM STREET,BEING THE NORTHERLY LINE OF NORTHWEST THE DECISION WAS MADE TO REMOVE THE AKS MONUMENT PER SN 32,208 AND EXTEND L5 N44'38'24•E 27.78' 50 0 20 00 40 50 RENEWS:6/30/16 LOTS 5 AND 6 OF THE PLAT OF"BURNHAM TRACT",WAS ESTABLISHED BY THE LINE 1.50 FEET HOLDING THE MONUMENT PER SURVEY NUMBER 25,063 AS THE CORNER,AS AKS ENGINEERING AND FORESTRY, LLC HOLDING THE CENTERLINE RESOLUTION PER SURVEY NUMBER 32208. SHOWN. L6 N4571'36•W 9.10' JOB NAME: 12800 ASH AVE 12965 SW HERMAN RD THE SOUTHEASTERLY UNE OF DOCUMENT 99-099331 WAS ESTABLISHED BY HOLDING THE L7 N3710'33"E 20.73' SUITE 100 THE CENTERUNE OF ASH AVENUE,BEING THE WESTERLY LINE OF LOTS 5 AND CALCULATED POSITION OF A FOUND 5/8"IRON ROD PER SURVEY NUMBER 14,910 USING RECORD JOB NUMBER: 3892 TUALATIN,OR 97062 8 OF THE PLAT OF"BURNHAM TRACr, WAS ESTABLISHED BY HOLDING THE INFORMATION FROM SURVEY NUMBER 31,660 LOCATED IN THE RIGHT-OF-WAY OF SW BURNHAM L8 N44'38'24"E 50.97' PHONE: 503.563.6151 1AS( THE CENTERUNE RESOLUTION PER SURVEY NUMBER 32208. STREET AND BY HOLDING A DEED DISTANCE OF 100 FEET FROM AN EXTENSION OF THE ORIGINAL 20DRAWN BY: JDP FAX: 503.563.6152 FOOT SOUTHEASTERLY RIGHT-OF-WAY OF SW ASH AVENUE ALONG THE SOUTHWESTERLY LINE OF L9 N0618'24"E 26.98' THE SOUTHEASTERLY LINE OF LOT 5 OF THE PLAT OF'BURNHAM TRACT"WAS SAID DOCUMENT NUMBER. THIS RESOLUTION FITS DEEDED DISTANCE OF ADJOINNING DOCUMENTCHECKED BY: NSW ENGINEERING • PLANNING • SURVEYING ESTABLISHED BY HOLDING THE BOUNDARY RESOLUTION PER SURVEY NUMBER NUMBER 2010-103509 WITHIN REASONABLE TOLERANCE. LIO N2816'23•W 126.55' 32,208. DRAWING NO.: 3892ROS-PLA FORESTRY • LANDSCAPE ARCHITECTURE RECEIVED JUN 0 12015 CITY OF TIGARD PLANNING/ENGINEERING . \\.„,....\\.,„. ... \\ . \ y (7 W \ \Y- ///err 11Yrr R : 1 MH RIM: 155.36 I cc} / A2 � EX SAN MH STM M�'�- RAI: 153.04 IE IN: 145.92(24 PVC-NE) EC LU ab PoMa53.a2 E N 141.38(12'PVC-SE) E IN:141.82(NE) j r PLOY RIM: 152.75 hie EX MN IE IN: 139.87(18'P -NE) HEIR:145.70 IE IN 140.65(24'PVC-NE) IE IN: ----(SW) I y= ' 'W:152. IE IN:138.41(24'0 0-NW) ,UMP: 141.69(S) IE IN:146.49(8'CONC-N) IE CUT: 14582(24'PVC-SE) r 37.50') 37.50'-,-.1 a IE •135. 24-NE) SUMP: 1!2.12(N) IE OUT: 140.60(GONG-SW) IE OUT: ,36.35(2!'. ) EX STM NH I / E OUT: 550( .SW) E%SAN MH (NO IN FROM TL I�r•CWS MAP TOP TANK: 144.00 RLN:153.60 E%SAN.6 Z a RNA: 152.58 EX 12'CMP y4OW5 FR LINE LIED IN) EX STM CB IE IN:149.57(12'PVC-E) i,gic 1 V Ex SAN MH IE IN: 136.50(24'E) E%SAN MH OU1FALL RIM: 151.84 RIM: 1 141.0 S111 •• IE OUT:150.19(,2'q-SE) IE IN: 142.97(12'CONC-ENE) q IE IN: 141.07( 'PVC-NW) a o • RIM: 144.51 RI. 146,84 IE OUT: 136.09(24'SW) 16 115166 IE: 149.81 P:148.16 FLOW GUARD SW 144.33 TOP BEND4. o IE IN: 141.43 OPE) _1 Q - - - - - - - - _ EX SAN MH - :142. (12�P G-NE) 4 IE IN: 138.41(24-NE) - - _ - FLOW GUARD SW: 142.15 BOT OF VERT IE IN: 144.59(PVC-NE) +I 4 IE OUT:136.Oi(24'W) SUMP. 139.03 RNA:144.58 IE N: .52+ ("'GONG- EX STM CB TOP WATER: 142.97 1I IE OUT: 140.79(18'PVC-SW) OUT: 1 :.49(� r C-S - - RIM: 151.85 - - c�'a g' Z . EX SAN MH ---_ -__• __ ___-_ s.s- - TOP GRATE:150.70 I6 CUT: 149.95( - GAS 1'MIL I w 6 Z SW ASH AVENUE R,M: ,44.66,' - ° _ - - -�' -�- - - - - - - -w"- - - -'""- - - - -""- - - -""- - - Ex SAN MH s �S3 Am ,,. :1 CRATE: 97 i5 8 c Lc -„s, �~ ., --�-- ( E:-� - RIM: 155.66 I �w�`S �a (71r ! 11 ;' r 30" \____ __ (___ SPHALT P1�7H IE IN:147.16("SE) it s II' _J_-_ 61NFA'. �� _L�rn=- ..i"^^� r�='•�_- - -s STM CI yh��IE IN: 150.23(�'CONC-SW) '1'�� n W�` w O -- - -- - / -- N --7- I 137.84 S\ \\ sti 4- _ _ i 7\I♦ u - _..._ 1~ wr 'r S RIM: 153.53 I [ IE WT: 147. (15"PVC-NW) ' / rL c - - 7 STMCO _ IE OUT: 149.68(12'SW) 1aZ o rr V , g - _' �`-a•- I _ 1.N -0 4 10'7,9' 410 - - d' ��'-� HH 1 LADA RAMP N44'30'29"E ll.b9� RIM: 153.1 ��'r S �yEN --- SUMP:148.18 •. I 1 _ `67s1:G11■.ul.'41f42111At� �a11'+' I O / /�'�L -'r" -°M- - // �y IIJ1L 15889 15882=15881 1 w'`�iP Itl• _ J 1 p.�_ fib- // VAL`r�W/CARSO,N(TE �'.,, F IE:150.79(4'PN,7-75 A/r,_- ,,,,,;,/,‘,„, �/ 1L ® / 5e83 {►seeo n x I�� UJ moi, VE Ex sTM MH I r�eR� r r--� LOCATES PROVIDE IE:1 OS •�� \ CC V r /�'WARNING.WATER 12•Gy S RIM: 55.94 !��:' // PIPEj4NE':NO `'� "- a ENprOF f ' .i 15877 ��POSSIBLE TM r* IE 1 ' '//,f 15878 �y '' UNE: mow. c I IE IN: 143.68(2k"PVC- r//// 'y.\- BLOCK / LOC TES ASPHALT / O. 1 BIW► _ '_ _ a•?'I - w'176; �1� `"' IN: 144.97(a4'PVC-SE) / y/ 1 r \ .. WALLS . \ �I AN GATEI ® �' 1 I \ s'r IE OUT: 143.4324'PVC-SW) Q Q r / i '30'29'W 43.68' r GATE '-:w - ' /. / i5,„ / UNABLE TO\_ II PUE PER DOC. ^20512 54529'39'E ' �S CAIE�%_ 70' 6143, > \ \ \_ I M ''EDCE,4SF WATER/ �>\, EptE 1 ATER / r 4" -15888 ' LOCATE END 0� 0' -� C� GATE CESS K�Y o'� 4y f �,`'Q, LL FLOODWAY r r �l lit STORM UNE \ N0.2009-101040 17.50' 7F 15876 �1'wmER 1,jq m E%STM MH \ 01,/'19/201!/ / •s 01/29 '1 sbArr 15886 //,r 14 GRAVEL II I I \ •C- 7S' RIM:155.94 • FLaw ZONE ',;', �'i / / ( \ �I �Et4D aF " PUE PER DOC. E `sw 11A uD STOCK zo21e "TM 2ozn Q J _ S Y��Np BOUNDARY r / f,I(,, \ S VAULT IE IN. 144.01(2'SE) /1[ 7iE I 1N/'( ,�( }-143 Fl,AG(�D BY PACIFlC HABITAT 1I� .r !� - PILE I 01 20513 AS"ALT LOCATES flip, 3 ST1 PhASTIC AREA N0.2009-101040 �' 'y IE IN. 145.73(12-PVC-NE) LJ II iORI�INAL I, �BRMN-RTIM:152.99 IE IN: 145.30(�4'PVC-NW) - SERMCES,SURVEYED BY AKS Y� / --_ I j, O (COULD NO OPEN) ° 73 BOT VERT 30'SANITARY SEWER / Vi / (CW TR CHAIN UNN I FLOW BOX SW X44.74 TOP BEND EASEMENT PER DEED '� °�"'� AND FORESTRY �' I ° I !I PROPERT LINE / F1EN� �'s& p 115875' II ` C $ FLOW BOX SW !2. BOOK 868 PAGE 498 Qe �.'' FL , /� I /w i 20514 I I1 / I®/15075i m TAX LOT 2900 (120259 • 1 I • SUMP:140.67 U- (E%CEPPON F) tl•, /' q7 'I I\ i J 15890 n� TA%MAP 2S 1 02AD O CHAIN LINK /TA%LOT 2800 1O 20286 r �"-TOP WATER:13.1! BASE FLOOD ,,dt: /: //�\ \ : 142. `.,, - 4 P 1581.°.° / ASPHALT I/I i / 1 3 I I I FENCE TAX MAP 25 1 02AD • trQ I U) O 0.:147.0 I ,,,/ „j :•7::::.; � �r11//��lu�r �1Li I i V 1 APPROXIMATE LOCATION I ,�.� =70- . _ _ \\ / PROPOSED II I I I I5874 ,, .,.,. 544'31'36 W 232.50' oral`' 543'16'11"E 9.39' � --- of 36'METAL POND ��--•:-.77_---- ---.=- - PROPERTY ` O zosts ® /OUTLET(SUBMERGED)• ' d/-- - ✓ W 01 1 D15893 �% / 1II11I --- gY � BUILDING 2044} I ,l f LINE f / - I 'I ( i�3 / PUE PER DOC. , IIE: 137. ' - 15894 l��• / J / , / LINE TO BE No.zoo9-10,040 TAX LOT 500 hl U 's_ ,��,. \ EX SAN 1H • I_� ' �` A ' / 5 I tax Lor 70o I TAX MAP 2S 1 OMB _ Ya >°•� FLOOD ZONE'X' / RW: 152. 543T6'tl'6 69.42' REMOVED. TAXCsJ CC I i ' / e '' // TAX LOT 3000 IE IN=148.92(4" ) -- TAX MAP 29 1 02AD EX SAN NH 8 � ,. 2 a' I I LOTS 2800 AND RIM: 156A8 3750 31.50 II , ^,-:_l__.,58,-99-, LSI / E TA%MAP 25 1 0 IE OUT=,48 9 ( (1) I O '� T W::( EX 18"CON-C- `\\=_ 1 - ; ;. `- -'ma- ...-�_ "_µ._s� / AREA: 3.16 Sf ASPHALT / ! I I 15872" 2900 TO BE IE IN: 146.46(8'PVC-NE) I (n I �R S OUTFALL ri - --AS ^�'- 0 E: 139.00 ` T--.,_-_-=-_-•-=1:-.,_ L6 L8 LEAN�iO -�® � / / / I I �I CONSOLIDATED IE N: 147.7(SE) t EX 10'CMP / 1t _�� FLOW THROUGH CUR:' 15 - INTO ONE LOT. IE OUL 146.6(NW) I I c OUTFALL / / EX Er \ / / I 15871U I IE: 144.97 159007,7,4* L4 APPS��RRSS TO BE IE: 144.73 1ci, SHED / I 1 .•_ _� 1 p I L3 dDONEO / �� I AT OPENING OF pg� ow I I I CHAIN UNN VERTICAL 10'CMP PIPE I / FLOOD ZONE'X' // / h1, a ", I i = Z I Z RIM: 146.79 POND / / PER LOCALES / VIy\ / EX SAN MH I I I 544'30'13"W 17.00' 23 IE: 145.32 II\ ASPHALT / I __//� \ RIM:152.87 I OVERHANG I D O 'r N4316'11'W 308.BT/ ) T s 1 IE IN=150.93(4'E) I I �I \_- "> / m, i BUILDING I \ / / I/ �� IE1N>]50.9}(4'PVC-NE) I&ASPHALTI . W/RADIO 543'16'11'E 140.48' I z I !I I, // / ^' IE OUT�15089(4R4W) I ,4 LOWER ' Q -I-___- ----- /7- c,,, STN NH(FLAT TOP) "'I / J r \ / PER LOCATES J �" _. - - _ _ _s� ON TCF II r h RIM: 156.81 U / X c - - IE IN: 150.0(12"q-N) m 1 ate' � / ) � END OF a � la EX SAN CO � IE IN: 150.1(12'q-SW) f m/7 � I �-Sl'AIiiS� L000.1E5 ..... "�� ; RIM: 152.84 '��-471117.11 ��_ � TAX LOT 2400YIE IN: 144.7(24'PVC-SE) "� ^ / E i.��,� Om A / • �w, ��00��` STAIRS TA%MAP 2S 1 02AD IE OUT: 1{4.7(24'PVC-NW)I I LL / / r �fT --153- - a :a� I s s V I I I i Q / / t FF EL 153A2 I I / / y// � � BUILDING BUILDING II AI Irl ^' ��:OD\ SCALE 1" FEET 1 'R ` Niii‘ / v y 16'EASEMENT FCR ROAD / / PLATFORM WALL 1 PURPOSES PER GEED �� : 155.23 Qi=_ J �� " 7N 0 12 I!24 37 I I Z " BOOK 151 PAGE 153 / AM ._/ .. -.0.='-", ,-- '.13.3.,.., a;� - - - - - -w.- �DDFAEMb" „ _ ��+ � !i' °('EIRSPTION}7f _ ✓ _� \\\\--.,... - / / J)YERHANGS--- r / L X53 ASPHALT 6' I Z I _ _moo_ _tea_ i„„,..NK i z App -1i �� 'c...�_- Y,INN UNK FENCE Q .--_',, . -Y�944Yh438-3E�" _ _ r"�- FENCE I Q - \ \ 16'EASEMENT FOR ROAD I FLOOD ZONE'X' \ E%SRA�- PURPOSES PEB.-DEEP- --t54--r ^ I i 1 RIM: 15286 BOOK 151 PAGE 153 I I + 0.. OUT NE (EXCEPTION E) I Y1 BUILDING NOTES: i q OF CATCH LOCATION TAX LOT 2200 I. UTILITIES WWII ARE BASED ON UNDERGROUND UTILITY LOCALE I + DISCOID AS OF CATCH BASIN TAX MAP 25 1 02AD MARKINGS AS PROVIDED BY OTHERS,PROMDED PER UTIUTY DRAM BY: JDP LOCATE TICKET NUMBER 14013293 AND 15039449.THE SURVEYOR I I MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES CCHEMED BY: NSW REPRESENT THE ONLY UTILITIES IN THE AREA.CONTRACTORS ARE I II SONE: AS NOTED RESPONSIBLE FOR BEGINNING CCNSIRUC0ON.VERIFYING ALL EXISTING CONDITIONS PRIOR TO I i I DATE:5/28/2015 TREE TABLE LINE TABLE AREA TABLE REGISTERED 2. UTILITIES SHOO THAT ARE SHADED BACK WERE N0�BASED ON PROFESSIONALSURVEYOR TREE NO. SPECIESMAPLEDBH(IN.) 15883 MAPLE 12 15898 OAK 6 UNE/ BEARING DISTANCE TAX LOT ORIGINAL AREA TRANSFERRED AREA ADJUSTED AREA UNDERGROUND UTILITY LOCATE MARKINGS.THESE UNES ARE LAND SURVEYOR 15871 MAPLE 10 15886 1 OREGON ASH 13.9 15899 OAK 10,10,10,7,7 APPROXIMATE AND ARE BASED ON RECORD CWS STORM AND LI N39'44'30'W 39.15' 2800 0.14 AC 0.14 AC 0 AC SANITARY MAPS.SOME OF THESE SHADED UNES ARE POSSIBLE FLOOD ZONE NOTES: 2900 0.18 AC 2.81 AC STORM LINES BASED ON FELD OBSERVATION OF PIPE DIRECTION 15672 MAPLE 9 15887 OREGON ASH 14,10,10 15900 OAK 9,8 L2 N4521'36'W 6.34' AT STRUCTURES. I. FLOOD CHANCE ZONE INUNDATION ELEVADONSA""UA �.OREGON oD7 15873 MAPLE 7,7 15888 OREGON ASH 9 15901 OAK 31 DETERMINED. L3 N1253'35'W 42.34' 3000 3.16 AC 2.49 AC 0.67 AC }, FIELD WORN WAS CONDUCTED JANUARY 27-29.20,4,MARCH 2. NICK WHITE S 15874 MAPLE 17 I 15889 MAPLE 8 20217 BUCKEYE 9,16RENEWS:6/30/16 'ALL AREA TRANSFERRED TO TAX LOT 2900 2015 AND APRIL 6,2015. Y 15875 MAPLE 12 15890 OAK 6,6,6 20218 MAPLE 7 L4 N34'S8'S9'E 43.15' 2. FLOOD ZONE'X'ARE AREAS OF 0.2%ANNUAL CHANCE FLOOD AND 4. VERTCAL DATUM: ELEVATIONS ARE BASED ON WASFNNGTpN AREAS OF THE Ix ANNUAL CHANCE FL000 WITH AVERAGE DEPTHS REVISIONS 15676 MAPLE 10,6 • 15891 OAK 15 20259 ASH 4 L5 N44'3824'E 27.78' COUNTY BENCHMARK NO.488,A BRASS DISK IN THE NORTHWEST OF LESS THAN 1 FOOT. _ CORNER OF THE HIGHWAY 99W BRIDGE OVER FANNO CREEK WITH 15877 MAPLE 12 15892 OAK 6 20286 MAPLE 3 L6 N4521'36'W 9.10' 3. THE REST OF THE SITE NOT FAWNG IN ONE OF THE 2 SPECIAL A NCVD 29 ELEVATION OF 166.122 FEET. 5 __ FLOOD ZONES LISTED ABOVE IS IN FLOOD ZONE'X'-AREAS 15878 SYCAMORE 13 15893 OREGON ASH 19,15,6 20143 QUAKING ASPEN 6,9 L7 N37'10'33'E 20.73' CURVE TABLE 5. TNS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE JOB NUMBER _ • • FLOODPLAIN. 15879 MAPLE 9 15894 OREGON WHITE OAK 23 20512 MAPLE 6 L8 N44'3B'24'E 50.97 CURVE RADIUS DELTA LENGTH CHORD 3892 6. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 15880 MAPLE 9,7 15895 OREGON ASH 24 20513 MAPLE 6 LSI N0618'24'E 26.98' CI 2}7.50' • 17T3'ZO' 71.39' S53T3Y09W 71.12' 4. THE FLOOD ZONE BOUNDARIES SHOWN ARE CONSIDERED SHEET C2 21.50' 75'10'00' 28.14' N80'a6'11'W 26.18' 7. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED APPROXIMATEA AND ARE BASED ON FEMA NFHL(NADON 15681 MAPLE 10 15897 OAK 15,15,12,17 20514 MAPLE 8 110 N28'16'23'W 126.55' OTHERWISE. FLOODZONE HAZARD LAYER)OS DATA 15682 MAPLE 6,7,7 15897 OAK 17,16 20515 MAPLE 50 8. CONTOUR INTERVAL IS,FOOT. RECEIVED JUN 01 2015 CITY OF TIGARD PLANNING/ENGINEERING / .��.�, �`\ , E%STM NH I ? / \ ,. . �•� EX STN NH RNA: 155.3fi I CC >r i I ST11 NH RIM: 153.04 IE IN: 145.92(24'PVC-NW) gq ,:,., >U '_ ,• RIMS 15275 PoN:153.42 IE IN: 141.38(12•PVC-SE) IE IN: 147.82(NE) I O ' IE IN: 139.87(18"PVC-NE) W[N: 145.10 IE 1N:140.65(24'PVC-NE) IE IN, _ --(SW) 6 I N_ E% NH :....,,,,,... 1{1.69 S IE IN: 146.49(8"GONG-N) .. U' W: 152. .r"•••^•o.-`-•_...� IEN: 138.44(24"CQ4C-NW) SU11P: O IE OUT:145.82(2/'PVC-SE) 37.50 I 37.50'-+) Q/ IE 135. 24•NE)\ •.• • ��•• IE OUT: 138.35(24">W) SUMP: 142.12(N) IEOUT: ,40.60(CONC-SW) EX STM NN4111Ci aEL . ( •SWO\ \ '•. EX SAN MH (NO INFRCMiL3000.CWSMAPE%STNCBTOPTANK:144.00 PoN:153.60E%SAN NH `� Q • RIM:152.58 EX12' SHOWS 4"LINE PED IN) RIM: 151.84 IE IN: 149.57(12'PVC-E) _ E%SAN MH RIM: 155.65 U E�(STY 1 IE IN: 136.50(24'E) EX SAN MH OUTFALL IE OUT: 150.19(12'O-SE) IE IN: 142.97(12'CONC-ENE) IE IN: 141.07(1'PVC-NW) Q w RIM: 144.51 Po 146.84 i IE OUT: 136.09(24"SW) RIM: 152.66 VE: 149.81 ROW GUARD SW. 144.3}TOP BEND IE IN: 141 AS(qE) i a R EX SAN NH : 142. (12•P�6cNE) • SUMP: 148.76 / IE IN:138.41(NNE) FLOW GUARD SW: 142.15 BOT OF VERT ] IE IN: 141.43(PVC-NE) - - - - - - IE OUT: 138.01(24�W)- w - SUMP: lER: 1 7 - RIM: 146.58 E N:- .52( •GONG-NE) • E%STN CB TUM WATER: U2.97 IE OUT:140.79(18'PYC-SW) @ OUT:1 :.49(- C-Sr �- -U-11.( _ RIM: 151.85 1 g e Z . E%STN 161 If IE OUT: 149.95(12'D1-NW) I - 3 r EX SAN MH ~-3 - --- ""- . TOP GRATE: 150.70 SUW: 148.50 GAS 1'STEEL J [1NbPCVCS ,I AN x ,FR"�'fi W~ PoM:144.66,' �- :� GRATE:197 r /.:_°'''•,'� -w - - -w - - _ z SW ASH AVENUE _ _6, - �� = _ _ ° - - -'" - - - - -�"- - - -�"- - - -�"- - - - - - - - - -�• 15 �6 Cz-7� \tioN„ I.137.84 d 1 S / / Q /L� \ -~ � -� - - - "- STN COC •S IE OUT: 149.68(12'SW) Z y.0 _-- ,-, - N .a._ �- k4 .x'291 410.:1- - 111999 ADA RAMP _a.- AA fes` -1N44'30'29"E 11.69' RHI: 153.1\ _""� __ /4 jr goy SUMP: 148.18 �. �1;L11'Iti RG4117llNA�ltia1!. E \ O N TISB89 Ise81- C�.• , N:,153.11N,_-ISJ "•U J •J1�J ,5682= O 1 lA1+J1 �I E d/r� VFLYG W/CARSO,N(TE IL. _ rfi I1g �F 15883 1.15879 lvim, „ I E%Sl i1A1 MH III '/, 'iQr/ /�'WARNING.WATER 12 "///// �� //�/J ® C' 1 __ �:,111MAspHALT :-,..,,,I, ..; P SIBLE SIM^ \ RIN. 15594 I �+ W , e;; // PIPELINE":NO TFALL � �'Y/. '" 0 ' 7 OS �w +ti U �Q '/f/ ;, r=-f LOCATES PROV1DEpp/'/� ' 7 j _ NES s^ ^ ........ _ �� _ �(� f // ENDrOF �i 815877 1I1; r ' i LI WI IE IN:143.68(2I1'PVCU� IE: 138.05 T \/ (\ . 1 WALLS, % \ LOC TES I / �f •�Ai _ a•TI '17FR� ,, IEIN: 144.97( 'PVC SE)) Q\ , ,/ �1 AN GAIEi ®S.,'30'29•W 43-68' GATE -� `... ' _\ IE OUT: 14}.43 2{'PVC SW O 15887, F: UNABLE i0 1GAIE�_ �!0' �\ M FLOODWAY ' - WA \\ I /, LOCATE END II P20 PER DOC. 20512 545'217.50: -/ l, 6'4.3,49. v 1 CC 'EDGE, TER/ Eln,t H ATER ` I r ?. 15888 0 _ f^7 GATEWCCESS K�Y 0 . >_� a,•, \ 01/29/2011 'r / p1 29 1 STORM UNE NO.2009'101040 17.50' ND 15876 r ` WATER 1 ^•+ EX SIM NH / / 15886Ri,%� II I. 0 I �s T y, i- v/i' - GRAVEL \ I OF ;. d \ �IINTAIN 20217 P1UE PER DOC. \\_ ai ,A ^aa RIN: 155.94 i Q 'f WETLAND BOUNDARY _ STOCK I I I I 20218 ai S VAULT IE IN: 144.01(2'SE) AE' f 143q2 _ PILE +LT STM ASCA N0.2009-101040 7Ij rrn• 7 FLAGGEDPAGFIt HABITA " . ___ ' NE) v,SERVICESRVEYED BY AKS , II �• -. ) a 20513 I� I :7: O�BRA1N18M: 152.99 O Q y' Q30'SANITARY SEWER / / ENGNES,SUNG AND FORESTRY`\ �� IH ) I11I I (COULDNOTOPEN) �RCHAIN LINK IE OIw 14X W�(�44.74 NW)BEND EASEMENT PER DEED /,�, // �, TFALL i 1 I,// I '/I+ ( / FL BO S OPI I / 4 a -C .,�' I E FLOW BOX SW'x 42.73 BOT VERT BWK 868 PAGE 498 Qr, '' 20514 I I I j I 1® 1 z TAX LOT 2900 20259 / `)O / ,f - I • SUMP: 140.67 (EXCEPTION F)I ,,•' ‘../� , „! ~"� FL ZONE W `�'I I'\�, H !J - TAX MAP 25 1 02AD OIIM/T/AX LOT 2800 FEN20286 H C`.-TOP WATER: 14.3.74 O LI- BASE R000� 1 / �_ '= 'di; H/ 11/ 1 • ASPHALT I#I I/54316'11"E 151.8 CHAIN CE LINK • 'lila I, //� EL 147.0 /,',...--_-_-.7- f/ \ ..a \\15893 15892 (� SPO 11 W1 P -.._.......... _. ....it ha ...-.._. TAX MAP 25 1 02A .1• I V /; /� ` IE:142. '� 4 I // I APPRo%IMATE iocnnoN `.% _� --��"�- \ / ,j I / 'A-0N, aF 36"METAL POND I' _ I 44'31'36 W 232.50 _• 4 9.39' } OUTLET(SUBMERGED). '/-- � `/✓ E TN I ,/ / ' ,., I I I I a' /..... S 3'16'11"EI 0• d 20515 II:4 BUILDING 20443 ( // >-�Bi: 137. ' - 15895_-15891 ,1-�- �/i,, .,�• /// / ®/ I II 1:1/ .. / PUE PER DOC. (� TAX LOT 500 I �';L-- _ !► - i- )C 7 �� E%SAN MH I ® Na 2009-101040 �" I/ m TAX NAP 2S 10208 // 115898 Y"- �e •�- �'V •. FLOOD ZONE'X' /�' RIM: 152. I IT k� TAX LOT 2700 _ II I I ^^, CC 1 �j/15899_/4i 97 -15896== - _- " 0* 7/ TAX LOT 3000 IE IN=148.92(4" 4 TAX MAP 2S 1 02AD E%SAN MH , Y `V 8 ��``1 /' _ 158971 -:7� -..:rr. , I� E%18'OUTFALL - L y -. _ ..•'- '�'�-�-- P TAX MAP 25 1 0 IE OUT=148-92(4' I) 1 I' O� RIM: 156.18 ' --37.50' I 37.50'-+1 T Q y, _ - «�1, U _=-_1A• � f / AREA: 3.16 St ASPHALT /' ! I I 15872x if IN: 148.46(13-PVC-NE) I (n 8 _ J IE IN: 147.7(SE) _ IE:139.00 Ii,. -, ------T`- LEANcTO -I / / / 1 1E OUT: 146.6(NW) 1 E%10•CMP ( j, ?•_ FLOW THROUGH CURB/ ® ( ( 15871 IE: 144.97 1 15900//„ 1 I ApPgPqEHRS T BE IE: 144.73 DONED /--1 SHED / // I 3 I` 1'� I i C AT OPENING OF 1 I�\ G, FL000 ZONE'X' / / ��' / I I I --:- CHAT LNK I I i Z VERTICAL 10"CMP PIPE PER LOCATES / ^ 1 RIM: 146.79 r♦�• POND / 11 c / E%SAN MH I I 544'30'13•W 17.00'FENCE 1 1 = I CO IE: 145.32 ASPHALT // i \"----?`"g 1 //�^ ^ IE IN=150 93(4 E) I I 1 BUILDING I I 7 /• • 1 I G N4316'11'W 308.87/ \ L ' A� / / 8 ^ ^ IE1,4a150.93(4'PVC-NE) I&ASPHALTI W/RADIO 54316'11'E 140.48' I O / / / (-___ // E OUT.-'>150.89(4"NW) �� _ � I I TO'hER I STM MH(FLAT TOP) \ / ^"y ON TOP / N RIM: 156.81 I 33 I I. a �� J r PER LOCATES - - -- I- - s� • X N. - - 1 -- _J IE IN: 150.0(12'O-N) 1 M I I' / / I --STAMP END OFLOCATES . -;~ EX SAN IE IN: 150.1(12"DI-SW) I'i1 Cl \ J v / / / a •i{.�,rs�', 1 TAX LOT 2400 IE IN:144.7(24'PVC-SE) 7 \ / :♦ 5 ��;A��. TAX MAP 2S 1 02AD I0 OUT: 144.7(24'PVC-NW)I I O �4 / I I �� i SIT.___153--�(( - � �,:�� I I 1 A =SIRS I I L •S; / / /� I FF EL: 153.02 1. / 9 I V / 6/ / BUILDING BUILDING .i C i /1[ I ASPHALT, ` �./ • 16.EASEMENT FOR ROAD / / PLATFORM \\ � / / YI000 WALL PURPOSES PER DEED 155.23 !. _2 LL J I 1 Z_ �� I " - _BOOK 151 PAGE 153 - - - qr./ - - / - -°'"- - - -°""a�` �r - - --- - - -o,.- -ADDITTfN.;,., - -{„ - - -°'" - --- �/� o"- i W,,F__ / / _OVERHANGS___"75,, O�IAIN LINK 1 �J .:.I / _ - _�_ ASPHALT-o-o_ - .�'� ...". I�-_- 'c...� �° NK FENCE ..15901-�a__ -'- - - �824M1-438.3 o- -.---. -- __---FENCE - - --- - /Ty) �� ^....-_ / / .-- _ 16'EASEMENT FORaROAD FLOOD ZONE'1C ' / \ E%STM CB PURPOSES PE$�EED- --154--' ! LUdd I // RIM: 15.86 B00%151 PAGE 153 I I / (EXCEPTION E) 1 NOES: g APPROXIMATE LOCATION TAX LOT 2200 BUILDING 1.OE U•nES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE 3 f DERCNE0 EN: OF CATCH BASIN TAX NAP 25 1 02AD MARKINGS AS PROVIDED BY OTHERS,PROVIDED PER 011UTY 1 MiAw BY: .OP LOCATE TICKET NUMBER 14013293 AND 15039449.THE SURVEYOR 1 I MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES I I CHECKED BY: NSW A REPRESENT THE ONLY UHUMES IN THE AREA.CONTRACTORS ARE SCHE AS NOTED /1 RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO I 1 l CNI 4/10/2015 �p I r BEGINNING CONSTRUCTION. 9 TREE TABLE N. PROREFESSIONAL 2. UDUDES SHOWN THAT ARE SHADED BACK WERE NOT BASED CN PR0 SURVEYOR UNDERGROUND UTILITY LOCATE MARKNGS.THESE ONES ARE TREE NO. SPECIES OBHBNJ 15683 MAPLE 12 15898 OAK 6 APPROXIMATE AND ARE BASED ON RECORD CWS STORM AND SANITARY MAPS.SOME OF THESE SHADED LINES ARE POSSIBLE FLOOD ZONE NOTES; 15871 MAPLE 109 15887 OREGON ASH , 9 15999 OAK 10,1010,7,7 STORM LINES BASED ON FIELD OBSERVATION OF PIPE DIRECTION I. FLOOD ZONE'AE'IS SUBJECT TO INUNDATION BY THE ID ANNUAL 15872 MAPLE 7,7 15887 OREGON ASH 14,10,10 15900 DAN 9,8 AT STRUCTURES CHANCE FLOOD EVENT AND HAS BASE 41000 ELEVATIONS JANUARY 9.2007 15874 MAPLE 15889 OR MAPLEPLASH 9 20217 OAK 31 SCALE 1" _� F NIG(WHITE IN 3, FIELD WORK WAS CONDUCTED JANUARY 27-29,2014,PARCH 2, DETERMINED. 706S2L5 15874 MAPLE 17 15889 8 20217 BUG(EYE 9,16 • • 2015 AND APRIL 6,2015. REHIR4B 6J30/16 15875 MAPLE 12 AND 15890 OAK 6,6,6 20218 MAPLE 7 30 D 12 IB 24 Bo 2. F1000 AREAS OFNE IHE IX ANNUEALSOf o.n ANNUAL CHANCE CHANCE FLOOD NTH AVERACEDEPTHS M"i9�S ,- OF LESS THAN 1 FOOT. 15876 MAPLE 10,6 15891 OAK 15 20259 ASH 4 4. VERTICAL DATUM: ELEVATIONS ARE BASED S% WASHING TON COUNTY BENCHMARK NO.488,A BRASS DISK IN THE NORTHWEST CORNER OF THE HIGHWAY 99W BRIDGE OVER FANNO CREEK 1111113. THE REST OF THE SITE NOT FALLING IN ONE OF THE 2 SPECIAL 't15878 MAP13 15892 K 6 20443 MAPLE 3 A NGVD 29 ELEVATION CF 166.122 FEET. 15878 SYCAMORE 13 15893 OREGON ASH 19,15,6 20443 QUAKING ASPEN 6,8 CURW TABLE FLOOD ZONES LISTED ABOVE IS IN FL00D ZONE'X'-AREAS ''A 15879 MAPLE 9 15894 OREGON WHITE OAK 23 20512 MAPLE 6 CURVE RADIUS DELTA LENGTH CHORD 5. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE JOB NUMBER FLOODPLAIN. 3892 15880 MAPLE 9,7 15895 OREGON ASH 24 20513 MAPLE 6 Cl 237.50' • 1713'20" 71.39' S53'O7'09W 11.12' 6. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND 9GNATURE. C2 21.50' 75'00'00• 28.14' N80'16'1,'W 26.16' 4 THE FL000 ZONE BOUNDARIES SHOWN ARE CONSIDERED SHEET g 75882 MAPLE 6,7,7 15897 OAU( 15881 MAPLE 10 15896 OAR 17,16 20515 MAPLE 5 15.15,12.17 20511 MAPLE 87. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED APPROXIMATE AND ARE BASED ON FEMA NENE(NATIONAL OTHERWISE. FL000ZONE HAZARD LAYER)GS DATA 8. CONTOUR INTERVAL IS 1 F00T. RECEIVED JUN 01 2015 CITY OF TIGARD PLANNING/ENGINEERING Chicago Title Insurance Company of Oregon 1211 SW 5th Avenue, Suite 2130, Portland, OR 97204 (503)973-7400 FAX(503)248-0324 PRELIMINARY REPORT ESCROW OFFICER: Kelly Norton ORDER NO.: 472514520951KN-CT50 TITLE OFFICER: Tony Schadle FIRST SUPPLEMENTAL TO: Chicago Title Company of Oregon Attn: Kelly Norton 1211 SW 5th Avenue, Suite 2130 Portland, OR 97204 OWNER/SELLER: City Center Development Agency of the City of Tigard, Oregon BUYER/BORROWER:Capstone Green Light Partners LLC and DIG Tigard LLC PROPERTY ADDRESS: 9020 SW Burnham St., 12770 & 12800 SW Ash Avenue Tigard, Oregon 97223 EFFECTIVE DATE: April 30, 2015, 08:00 AM 1. THE POLICY AND ENDORSEMENTS TO BE ISSUED AND THE RELATED CHARGES ARE: AMOUNT PREMIUM Owner's Standard 1,609,000.00 $ 3.014.00 Governmental Service Fee $ 75.00 2. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 3. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: City of Tigard, an Oregon municipal corporation, which acquired title to Parcel 1 as Tigard Sanitary District 4. THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE COUNTY OF WASHINGTON, STATE OF OREGON, AND IS DESCRIBED AS FOLLOWS: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF FDOR0212.rdw PRELIMINARY REPORT (Continued) Order No.: 472514520951 KN-CT50 EXHIBIT "A" PARCEL 1: A part of Lot 5, BURNHAM TRACT, in the City of Tigard, Washington County, Oregon, being more particularly described as follows: Beginning at the most Westerly corner of that tract conveyed to Wesley L. Sweek and Hazel D. Sweek, husband and wife, by Deed recorded in Book 278, Page 30, Deed Records of Washington County, Oregon; thence South 42° 05'West, 456 feet to a point on the Southwesterly line of Lot 5, BURNHAM TRACT; thence South 45°46' East along said line 310 feet, more or less, to the Southwest corner of said Lot 5; thence North 42° 05' East along the Southeasterly line of said Lot 5, a distance of 456 feet to a point on said line; thence North 45° 46'West, 310 feet, more or less, to the point of beginning. SAVE AND EXCEPT a 16 foot strip of land along the Southeasterly side of said property; the Northerly line being described as a line drawn 16 feet Northerly of and parallel with the Southeasterly line of Lot 5, BURNHAM TRACT. ALSO EXCEPTING THEREFROM the following described tract: A portion of Lot or Tract 5, BURNHAM TRACT, being located in the Northeast one-quarter of Section 2, Township 2 South, Range 1 West, in the City of Tigard, County of Washington and State of Oregon, being more particularly described as follows: Beginning at the most Westerly corner of that tract of land conveyed to Daniels, Wiggins& Daniels, Contractors recorded in Book 707, Page 132, Washington County Deed Records; said corner being also on the Northwesterly line of that tract conveyed to the Tigard Sanitary District(City of Tigard) by Book 384, Page 359, Washington County Deed Records; thence on the Southwesterly prolongation of the Northwesterly line of said Daniels, Wiggins& Daniels tract South 42° 06'West, 17.00 feet; thence parallel with the Southwesterly line of said Daniels, Wiggins& Daniels tract South 45° 46' East, 121.20 feet to the Northwesterly line of that tract described in Document No. 80006091, Washington County Deed Records; thence on said Northwesterly line North 42° 06' East, 17.00 feet to the most Southerly corner of said Daniels, Wiggins& Daniels tract; thence on the Southwesterly line of said Daniels, Wiggins& Daniels tract North 45° 46'West, 121.20 feet to the point of beginning. AND FURTHER EXCEPTING THEREFROM that portion described in Dedication Deed recorded November 19, 2009 as Fee No. 2009-101040. PARCEL 2: A portion of Lot or Tract 5, BURNHAM TRACT, being located in the Northeast one-quarter of Section 2, Township 2 South, Range 1 West, in the City of Tigard, Washington County, Oregon, being more particularly described as follows: Beginning at the most Southerly corner of said Lot 5; thence on the Southwesterly line of said Lot 5, North 45° 46' West, 16.00 feet; thence on a line parallel with and 16.00 feet(when measured at right angles)from the FDOR0212.rdw PRELIMINARY REPORT (Continued) Order No.: 472514520951 KN-CT50 Southeasterly line of said Lot 5, North 42° 05' East, 439.00 feet to the most Southerly corner of that tract conveyed to Daniels, Wiggins& Daniels, Contractors by Document No. 83 015334, Washington County Deed Records; thence on a Southeasterly prolongation of the Southwesterly line of said Daniels, Wiggins& Daniels tract, South 45° 46' East, 16.00 feet to the Southeasterly line of said Lot 5; thence on said Southeasterly line South 42° 05' West, 439.00 feet to the point of beginning. PARCEL 3: That part of Lot or Tract 5, BURNHAM TRACTS, City of Tigard, Washington County, Oregon, described as follows: Beginning at the most Westerly corner of tract conveyed to Claude H. Embree and Grace Embree, husband and wife, by Deed recorded in Book 265, Page 651, Deed Records of Washington County, Oregon, said point being in the Southeasterly line of Ash Street and South 42°05'West 150.0 feet from the intersection of said Southeasterly line with the Southwesterly line of Burnham Avenue; thence South 45°46' East, along the Southwesterly line of said Embree Tract, 100.00 feet to the most Southerly corner thereof; thence South 42°05' West 100.00 feet; thence North 45°46' West 100.00 feet to the said Southeasterly line of said Ash Street; and thence North 42°05' East 100.00 feet to the place of beginning. EXCEPTING THEREFROM that portion described in Dedication Deed recorded November 19, 2009 as Fee No. 2009-101040. PARCEL 4: A portion of Lot or Tract 5, BURNHAM TRACT, City of Tigard, Washington County, Oregon, described as follows: Beginning at the intersection of the Westerly line of Burnham Avenue with the Southerly line of Ash Street; and running thence South 45°46' East along the South line of Burnham Avenue, a distance of 100 feet; thence South 42°05' West, parallel with Ash Street, a distance of 150 feet; thence North 45°46' West a distance of 100 feet to the Southerly line of Ash Street; thence North 42°05' East, along the line of Ash Street, a distance of 150 feet to the place of beginning. EXCEPTING THEREFROM that portion described in Dedication Deed recorded November 19, 2009 as Fee No. 2009-101040. FDOR0212.rdw Order No.: 472514520951 KN-CT50 AS OF THE DATE OF THIS REPORT, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POLICY FORM WOULD BE AS FOLLOWS: GENERAL EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Facts, rights, interests or claims which are not shown by the Public Records but which could be ascertained by an inspection of the Land or by making inquiry of persons in possession thereof. 3. Easements, or claims of easement, not shown by the Public Records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on adjoining land. 5. Any lien for services, labor or material heretofore or hereafter furnished, or for contributions due to the State of Oregon for unemployment compensation or worker's compensation, imposed by law and not shown by the Public Records. SPECIFIC ITEMS AND EXCEPTIONS: 6. The subject property is under public, charitable, fraternal, or religious organization ownership and is exempt from ad valorem taxation. Any change in ownership prior to delivery of the assessment roll may result in tax liability. Tax Account No.: R462270 (Parcels 1 and 2), R462261 (Parcel 3) and R462252 (Parcel 4) 7. City Liens, if any, in favor of the City of Tigard. None found as of December 5, 2014. 8. Any adverse claim based upon the assertion that: a) Said Land or any part thereof is now or at any time has been below the highest of the high watermarks of Fanno Creek in the event the boundary of said Fanno Creek has been artificially raised or is now or at any time has been below the high watermark, if said Fanno Creek is in its natural state. b) Some portion of said Land has been created by artificial means or has accreted to such portion so created. c) Some portion of said Land has been brought within the boundaries thereof by an avulsive movement of Fanno Creek, or has been formed by accretion to any such portion. 9. Rights and easements for navigation and fishery which may exist over that portion of said Land lying beneath the waters of Fanno Creek. 10. Rights of the public to any portion of the Land lying within streets, roads and highways. FDOR0390.rdw Order No.: 472514520951 KN-CT50 11. Easement(s)for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Owners of property within Lot 5, Burnham Tract Purpose: Roadway Recording Date: May 2, 1933 Recording No: Book 151, Page 153 Affects: Parcel 2 12. Easement(s)for the purpose(s)shown below and rights incidental thereto, as granted in a document: Granted to: Unified Sewerage Agency of Washington County Purpose: Sewer Recording Date: May 23, 1972 Recording No: Book 868, Page 498 Affects: Westerly portion of property-See document for specifics 13. Easement(s)for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: The public Purpose: Public utilities Recording Date: November 19, 2009 Recording No: 2009-101040 Affects: Portions of Parcels 1, 3 and 4- See document for specifics 14. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 15. If requested to issue an extended coverage ALTA owner's and/or loan policy, the following matters must be addressed: a) The rights of tenants holding under unrecorded leases or tenancies b) Any facts which would be disclosed by an accurate survey of the Land c) Matters disclosed by a statement as to parties in possession and as to any construction, alterations or repairs to the Land within the last 75 days. The Company must be notified in the event that any funds are to be used for construction, alterations or repairs. ADDITIONAL REQUIREMENTS/NOTES: A. NOTE: In addition to the standard policy exceptions, the exceptions enumerated above shall appear on the final 2006 ALTA policy unless removed prior to issuance. B. NOTE: No search has been made or will be made for water, sewer, or storm drainage charges unless the city/service district claims them as liens(i.e., foreclosable)and reflects them on its lien docket at the date of closing. Buyers should check with the appropriate city bureau or water/service district and obtain a billing cutoff. Such charges must be adjusted outside of escrow. C. NOTE: A Washington County Ordinance imposes a tax of$1.00 per$1,000.00 valuation on certain real property transfers unless an exemption from the tax is granted by the county in accordance with the ordinance. FDOR0390.rdw Order No.: 472514520951 KN-CT50 D. NOTE: There are no matters against the party(ies)shown below which would appear as exceptions to coverage in a title insurance product: Parties: Capstone Green Light Partners LLC or DIG Tigard LLC, an Oregon limited liability company E. NOTE: An inquiry of the Corporation Department of the State of Oregon reveals no record of Capstone Green Light Partners LLC. Our offices shall require evidence as to its nature and parties of authority thereunder. F. NOTE: A copy of the terms and provisions of the operating agreement for the limited liability company set forth below should be furnished for our examination prior to closing. Any conveyance or encumbrance of said company's property must be executed by all of the members unless otherwise provided for in the operating agreement. In addition, if there have been any changes in membership from the date of original creation of the limited liability company to the present date, copies of approval of withdrawal and/or acceptance of such member should be furnished for our examination. Limited Liability Company: DIG Tigard LLC, an Oregon limited liability company G. NOTE: The following are required when a principal to the proposed transaction is an instrumentality of the state, such as a municipality, a county or other governmental body: a. Certification, with supporting documentation, that the board or other governing authority of the governmental body has approved the transaction in accordance with applicable practices, procedures, rules, ordinances and statutes. b. Certification that a named person or persons, identified by name and position, are authorized to act on behalf of the governmental body in the proposed transaction. c. Verification of the current legal name and good standing of the governmental body when it is a local governmental body other than a city or county. H. NOTE: Effective January 1, 2008, Oregon law(ORS 314.258)mandates withholding of Oregon income taxes from sellers who do not continue to be Oregon residents or qualify for an exemption. Please contact your Escrow Closer for further information. I. NOTE: THE FOLLOWING NOTICE IS REQUIRED BY STATE LAW; YOU WILL BE REVIEWING, APPROVING AND SIGNING IMPORTANT DOCUMENTS AT CLOSING. LEGAL CONSEQUENCES FOLLOW FROM THE SELECTION AND USE OF THESE DOCUMENTS. YOU MAY CONSULT AN ATTORNEY ABOUT THESE DOCUMENTS. YOU SHOULD CONSULT AN ATTORNEY IF YOU HAVE QUESTIONS OR CONCERNS ABOUT THE TRANSACTION OR ABOUT THE DOCUMENTS. IF YOU WISH TO REVIEW TRANSACTION DOCUMENTS THAT YOU HAVE NOT SEEN, PLEASE CONTACT THE ESCROW AGENT. J. NOTE: This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural boundaries and other land. Except to the extent a policy of title insurance is expressly modified by endorsement, if any, the Company does not insure dimensions, distances or acreage shown thereon. FDOR0390.rdw Zh Washington County,Oregon 2009-101040 11/1 9/2009 09:31:10 AM L RETURN RECORDED DOCUMENT TO: D-DD Cnt■1 ftn■22 I REED 7 CITY HALL RECORDS DEPARTMENT, $25.00$5.00$11.00$15.00-Total■$51.00 ,( CITY OF TIGARD 13125 Hal Blvd. 15 Tigard,, 97223 1111111 1III 1111111111 IIII 11111111 OR III II CORPORATION 014282262009 01 010400050052 I,Richard Hobemleht,Director of A mart and ,.•..cr.t Taxation and Ex-ORlelo County Clark for Wahington - ';T.. , County,Oregon,do hereby certify that the within ,. .ii i Instrument of writing wo received and re orated In the ij .... File No.CIP2009-00001 book of records of add sou Y ,� Richard Nobemicht,Dlre or of A meat and .•:T;.i:.. Taxation,Ex-0nlcio County Clerk DEDICATION DEED FOR ROAD OR STREET PURPOSES and PUBLIC UTILITY EASEMENT Space above reserved for Washington County recording information City of Tigard,a municipality,does hereby dedicate to the public a perpetual right-of-way for street,road,and utility purposes on,over,across,under,along,and within the following described real properties in Washington County,Oregon: Attached Exhibit"A" To have and to hold the above-described and dedicated rights unto the public forever for uses and purposes hereinabove stated. The grantors hereby covenant that they are the owner in fee simple and the property is free of all liens and encumbrances,they have good and legal right to grant their right above-described,and they will pay all taxes and assessments due and owing on the property. The true consideration for this conveyance is$0.00 . However,the actual consideration consists of or includes other property or value given or promised which is the whole consideration. IN WITNESS WHEREOF,I hereunto set my hand on this — daof �'y „20 09 7 oo City of Tigard,a municipality dai' . .4i9?.41r..•.1 Name of Corporation Signa Craig Prosser 13125 SW Hall Blvd City M er Address Title Tigard,OR 97223 Signature Tax Statement Mailing Address(if diferentfrom above) Title STATE OF OREGON ) )ss. County of Washington ) This instrument was acknowledged before me on 10• Q.7• 03 (date) by Craig Prosser(name(s)of person (s))as City Manager (type of authority, e.g., officer, trustee, etc.) for the City of Tigard (name of party on behalf of whom instrument was executed). 'ID0,..-'' E OFFICIAL SEAL Z(�LIP /�/1�%. ,�'" ':CATiIENI D WHEATLEY 's Signature Q NOTARY PUBLIC-OREGOti My Commission Expires: O.41< COMMISSION NO.419237 MY COMMISSION EXPIRES AUQ 045 II0/1 Accepted on behalf of the City of Tigard this day of rJ , t i" Ci ' gineer Title Data, Inc. CH POR11116 WN 2009101040.001 EXHIBIT A Street dedication PARCEL 1 A parcel of land lying in the NE'A of Section 2,Township 2 South,Range 1 West,Willamette Meridian,City of Tigard,Washington County,Oregon,and being a portion of the property described in Warranty Deeds to the City of Tigard recorded as Document No. 99-099331,Book 940 Page 231 and Book 384 page 359 of the Washington County Deed records; the said parcel being that portion of said property varing in width lying on the southwesterly(right) side of the center line of the relocated Burnham Street,which center line is described as follows: Beginning at Engineer's center line station 1+00,said station being a distance of 1521.39 feet North and 1983.97 feet West of the east one-quarter corner of section2 Township2 South,Range 1 West, of the Willamette Meridian;thence South 43° 16' 11"East,a distance of 1749.28 feet to Engineer's center line station 18+48.28 The parcel is described as follows: Beginning at a point 20.00 feet southerly of station 11+40.08 on the southeast corner of the Warranty Deed to the City of Tigard in book 940 page 231 of the Washington County Deed records; thence S 44°30'33"W,along the southerly line of said deed a distance of 17.50 feet to a point 37.50 feet off the relocated Burnham Street described above; thence N 43° 16'11"W,parallel with the relocated center line of Burnham Street,a distance of 9.32 feet to a point of curve of a curve to the left; thence along said curve to the left with a radius of 21.50 feet,a central angle of 74°59'56" (a chord which bears N 80°46'09"W,26.18 feet)and a length of 28.14 feet to a point of tangency; thence S 61°43'53"W a distance of 138.76 feet to a point of curve of a curve to the left; thence along said curve to the left with a radius of 237.50 feet,a central angle of 17° 13'20" (a chord which bears N 53°07' 13"E,71.12 feet) and a length of 71.39 feet to a point of tangency; thence S 44°30' 33"W a distance of 55.37 feet; thence N 45°29'27"W a distance of 17.50 feet to a point which is 20.00 feet from the center line of SW Ash Street and on the northerly line Warranty Deed recorded in Book 384 Page 359; thence N 44°30'33"E a distance of 294.36 to the northwesterly corner of Warranty Deed to the City of Tigard in book 940 page 231 of the Washington County Deed records and a point on the 20.00 feet southerly of the center line of relocated Burnham Street; thence S 43° 16' 11'E,parallel with the center line of Burnham Street,a distance of 99.99 feet to the point of beginning. Bearings are based on the Oregon Coordinate System of 1983,north zone. This parcel contains 11937 square feet,more or less. Title Data, Inc. CH POR11116 WN 2009101040.002 Parcel 2—Public Utility Easement A parcel of land lying in the NE 1/4 of Section 2,Township 2 South,Range 1 West,Willamette Meridian,City of Tigard,Washington County,Oregon,and being a portion of the property described in Statutory Warranty Deed to the City of Tigard recorded on September 20,2002 as Document No. 2002-109959of the Washington County Deed records; the said parcel being that portion of said property included in a strip of land lying on the northeasterly (left) side of the center line of the relocated Burnham Street,which center line is described in Parcel 1 above: The width in feet of said strip of land is as follows: Station to Station Width on the southwesterly side of the center line 11+30.76 11+40.76 47.50 EXCEPTING parcel 1 as described above. This parcel contains 100 square feet Parcel 3—Public Utility Easement Beginning at a point 20.00 feet southerly of station 11+40.08 on the southeast corner of the Warranty Deed to the City of Tigard in book 940 page 231 of the Washington County Deed records; thence S 44° 30' 33"W,along the southerly line of said deed a distance of 17.50 feet to a point 37.50 feet off the relocated Burnham Street described above; thence N 43°16'11"W,parallel with the relocated center line of Burnham Street,a distance of 9.32 feet to a point of curve of a curve to the left; thence along said curve to the left with a radius of 21.50 feet,a central angle of 74°59' 56" (a chord which bears N 80° 46'09"W,26.18 feet) and a length of 28.14 feet to a point of tangency; thence S 61° 43'53"W a distance of 138.76 feet to a point of curve of a curve to the left and the True Point of beginning; thence S 38° 16'07"E a distance of 10.00 feet; thence N 61°43' 55"E a distance of 10.00 feet; thence N 38° 16'07"W a distance of 10.00 feet; thence S 61°43' 55"Wa distance of 10.00 feet to the true point of beginning Containing 100 square feet; Title Data, Inc. CH POR11116 WN 2009101040.003 Parcel 4—Public Utility Easement Beginning at a point 20.00 feet southerly of station 11+40.08 on the southeast corner of the Warranty Deed to the City of Tigard in book 940 page 231 of the Washington County Deed records; thence S 44°30'33"W,along the southerly line of said deed a distance of 17.50 feet to a point 37.50 feet off the relocated Burnham Street described above; thence N 43°16'11"W,parallel with the relocated center line of Burnham Street,a distance of 9.32 feet to a point of curve of a curve to the left; thence along said curve to the left with a radius of 21.50 feet,a central angle of 74° 59'56" (a chord which bears N 80°46'09"W,26.18 feet) and a length of 28.14 feet to a point of tangency; thence S 61°43'53"W a distance of 138.76 feet to a point of curve of a curve to the left; thence along said curve to the left with a radius of 237.50 feet,a central angle of 17° 13'20" (a chord which bears N 53° 07' 13"E,71.12 feet) and a length of 71.39 feet to a point of tangency; thence S 44°30' 33"W a distance of 55.37 feet to the True Point of Beginning; thence S 44° 30'43"W a distance of 111.62 feet; thence N 45° 29'27"W a distance of 17.50 feet to the westerly right of way of Ash Avenue; thence N 44° 30'33" E,along said right of way,a distance of 111.62 feet; thence S 45°29' 27" E a distance of 17.50 feet to the true point of beginning. Containing 1953 square feet more or less. Title Data, Inc. CH POR11116 WN 2009101040.004 H r• rt r 0 •1:14rt 4. PI ),,'b, \t'17,3b H on n x Po H r qi HA H aN 1 /41101 plili110'.,5--,,„ * 00 • v..,0F 0 a /il 1 . cd T�/'t Iici. /� 'irk, %b -,4,, 41tf SI . . , o 4Neb ' q4 '61 N, 1`„, qui �,F`2 414.1 SN 4# PUBLIC UTILITY EASEMENT PARCEL 4 h0 tg I il 0 4\k"\ , s N. . ii CAPITAL CONSTRUCTION AND FIGURE 0 TRANSPORTATION DIVISION BURN H A M STREET 13125 S.w NALL EXHIBIT B I 71GARD, OREGON 9722722 3 VOICE.. 503-639-4171 � FAX. 503-624-0752 FILE NO TIGARD wwwRGAR0-oR.Gov 1 , g"R r' r y?i `+i. tnry 8585 z ' SEWER EASEMENT r • City of Tigard 1010W ALL WEN Bi TRESS PRESENTS, THAT filxmel-Seeleerv-llftts#at' 12420 B.N. Main St. - ' tt7 Vf'?tgttrtl, Tigard, Oregon 97223 1s, t a corporation duly organised end incorporated under the lawe of the State of Oregon in f` consideration of the sum of Two Hundred Eighty-Five &no/100--dolla_s end other good ;yf and valuable consideration to them paid by the Unified Sewerage Agency of Washington ,•.Y County, a municipal corporation and county service district of the State of Oregon, hereinafter referred to as Agency, the receipt whereof is hereby acknowledged, does } ci hereby grant unto the Agency, its successors and assigns, the right to lay down, con- `o' y 5.cptl struct and perpetually maintain an underground sever through, under and along the n•r» u• r following described PERMANENT EASEMENT: j�! i% r.0%:.;,.':.:',-1.../. A portion of that tract of land in Section 2, Township 2 South, Range 1 West of thatr - •.10,',,-;‘,,'0.',"....,.. ...:. Willamette Meridian, Washington County, Oregon, conveyed to Tigare Sanitary District ry•' l.�',I,},;, . • as described and recorded in Book 384, Page 359, Deed Records of said Washington ;;-c ,,'• a� County, more particularly described as follower Ag ,,, , A strip of land 30 feet wide, 1.5 feet either side of.the following a , described centerline, i ^''` " .ea% Beginning at a point on the Southerly boundary of said tract, said point t:', '' being 174 feet, more or less, Westerly of the Southeast corner of said iyy. l'Iri tract; • Thence: Northeasterly 140 feet, more or leas, to a point on the �'t•-',;,j'., ;' Westerly boundary', said point being 364 feet, more or lees, South- F} ,' westerly of the Northwest corner of said tract. .4,'.!">$.•,`-•-';-''''• - �` ., l ,, f.iit ., , 1 .4,4:;.:-.. UI ! •.r ;. IY+TI : As an incident to the use and enjoyment of the above described PERMANENT INr , ''r EASBIENT,end as a part of the consideration for payment of the above stated sum, the " I } AGENCY, its successoro and assigns,is hereby granted a TEMPORARY EASEMENT, identical in centerline location to the above described PERMANENT EASEMENT, being 100 feet ,-; `' wide, 50 feet on either side of the said centerline, said TEMPORARY EASEMENT to • . be automatically extinguished on completion of laying down and construction of a sewer through, under and along the above described PERMANENT EASEMENT. I1 ' Pax Pat 498 ar 4�� _ ._-•• -...._. rs� L . •r , .,•,;.5;,,,i.: Title Data, Inc. CH POR11116 WN I1348982.001 8535 The foregoing rights and easements are subject to each and •"4 all of the following terms and conditions: 1. That the rights herein granted are subject to the express condition that in connection with .•r' the construction to be performed within the - above described lands, the Agency shall, itself or through its agents, officers, contractors or employees, exercise such care as necessary to q' avoid disruption of existing sewer lines to the extent that same occur within the easement area ;r; • and the Agency shall cause to have the location of pre-existing sewer lines, if any, within;thej -:: easement area, ground staked to thereby determine �f,r.,` the course thereof. In the event of disruption of any sewer trunk lines of the City, the Agency shall assume full responsibility for immediate restoration ' thereof to its condition eq r '� ual to that pre-existing such disruption at the Agency's expense. r '0 2. No structure shall be erected within the perpetual ': easement area without the written consent of the ,., • Board of County Commissioners of Washington County, • 'r. or other governing body of the Agency. ;,jr, rti, 3. The easements and rights above described do nota.`. _ include any right or title to the surfaces of the soil within the easement area except as necessary, ".1, incident to the construction, replacing, repairing and maintaining of the sewer line within the perpetual • easement area. ▪ '• 4. Upon completion of the construction of the sewer line s. within the perpetual easement areas, the Agency shall +. cause to have the excavation refilled and the topsoil replaced as nearly as practicable at the surface and shall cause the same to be settled and compacted by 'I.e.;r;i use of a recognized medium and the Agency shall fur- `" ther thereafter, during the period of normal settle- went of the soil within the excavation, cause to have the said trench refilled as necessary to re-establish the pre-existing surface contour prior to seeding as s, ' hereinafter provided. ',.i. 5. In the exercise of the rights hereby granted, the t K Agency shall require its officers, agents and con- tractors upon completion of the work, to re-seed the 1 ;,k'.1**'t• excavated areas to altafescue pasture grass and to '. , take reasonable steps to assure the restoration of aa •'7: the excavated areas as seed-bed for such growth. z 6. Upon completion of the work, both the perpetual and , as,1 _ temporary easement areas shall be left in a neat and r1.4.s .' . workmanlike condition, free of all loose materials including brush, trees and debris which shall be dis- posed of off the premises by the Agency or its con- .40• :. i::5i . y. , '', tractors. ''• '' -,r, t - -2- eta 86i Ra499 , L ,.. ... Title Data, Inc. CH POR11116 WN 11348982.002 .. . 0 ,. . . • • • , '.•...... ., . ....... . ,iAl • • „• ,.. . , ,01 -AV • • • : , . .• . • , ,. ; . . • , r" • 11"4:...,. .': •• •••••.,.:*. • • • ' • • ' ,'', I. . . . . ..4 • ,. 0.1 , 8535 7. The Agency further agrees that in connection with its use of the perpetual easement area and in ' 4,-•• • , -'. ' inspecting, repairing, maintaining and replacing said sewer line, the Agency will likewise leave the premises in a neat and workmanlike condition and as nearly in the pre-existing state as practicable. .• :!:!4:,.:. IN WITNESS WHEREOF, the Grantor, CITY OP TIGARD, pureuant to a resolution of its City Council, duly and legally adopted, has caused these presents to be signed by DANIEL L. LARSEN its Mayor, and DORIS .ie,..„).,.1%, - • HARTIG, its Recorder, and its official +seal to be hereunto affixed this E day of .41 a1 , 1972. :' Y4 -0t1F%-, • • CITY 9. TIOARD :Iir'.••, ,:•:„, :., , ',.i;:••. , ,i'f. ,...,!, , By: lir d,et...e..-(.-W.4" •;••.,',L•,:• •'g:: , •.: :.I- a•• 'is....11',n, ' OF .:g•14*/ i. • 4 ; !:':. ....i.... P:ir4)V74'...` C i 7.•... ' .. • / Recorder APPROVED: (/ ••• 4.,:if, ,'• tAkfl.n Generd, Manage. UNIFIED SEWERAGE ..,0q. •.,,:. • :,. AGEN OF WASH t 1 COMM. i, ,.., ,..•,•, ,••*.i. B y: a D e 0. Potter flt,644,. • 14T..••• ,Vv:' ' ' APPROVED AS TO FORM: 4•''. ' V, 1, WASHING N COUNTY COU/in " c•Vg.' ''';.t1.1',..t:'• STATE OF OREGON ) ) se. 4411. . County of Washington ) On this F— day of , 1972, before me appeared DANIEL L. LARSEN and BOR4WRTIG, both to me personally -11.c•f•,•' ' known, who being duly sworn, did say that he the said DANIEL L. ,.;1 -: • LARSEN is the Mayor, and she the said DORIS HARTIG is theRecorder y,,, ;:.,,•-:.• • t, • ''''' of the CITY OP TIGARD, a municipality of the State of Oregon, and that k,''.4... - the seal affixed to this instrument is the seal of said municipality ",47'clyl•-;,''., _. and the said DANIEL L. LARSEN and DORIS HARTIG acknowledged the said instrument to be the free act and deed of said municipality. IP 414e. ' • itt,::,,.„ ' ', IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed ' • ken'• .'. , J • My official seal, the day and year last above written. :',', P;,,,'•41 ' • 31- • i64171eA"/ vpi.4,,,,1k7;;?..7. C . ..,,•••••„,„4.,f, 41, . Fr0 ary u c or Oregon My Comm. expires 4,? )17s- i„?,..x1.1% ' :1.••\61: Yr''4' 1 , 1::'1 . . '"',.,... I • ,g!:)•*;, -,.- - 1 .. •',U13‘..1-..:: i-*":' .•:e••• 1,:-;••1; , "''ii.:•'•..........• . t .1,,i,;0,.• • • • !. -3- Its 668 ram808 ' A.... 1 ',..,?,•,: - ._ _ • , „. ...._ . ; . , . ...• Title Data, Inc CH POR11116 WN 11348982 003 • . ♦tom' •6 i .I I • a.' • • • • 8535 'r a ; I 1•001110, „Ay, 1r1_ , Rr, :i.P:- :Zn. ,1, •, 1 z V.V.. e.4. 5:`, of 2.2:)Le' ,• 'LET if ; • 1 • 'A,,,,,&....., •''.1.Vt:i.,,,.."-:. s ,. , .4—0 u VELEPuONE '. ` ..'. 11 , a - ��—RELOCATE FANNO CREEK—� ' ; +{ �_ ``1 ? A + {r'� I v, 1i i fillIffh11IIIIIIi '14 r 1 l i i 4 I{ 1 {fifie. a •.. =:.-.c::!:: :.s:r t.v'�eed'r en • .Tiled for record llay 5,1933 at • 5:00 P.zT_ • Fimmlisston madras Ds.lvaaU �.Ft • 1-40 I 3u:. . •- •.•• L.:16... 'ta- -e• _._.._. .. ,} 1- 0010 Recorder or 000eCeeneea •n I:C ..e :G: ..• .. -e. , ._•, ..t.. •.. - _ _ .._cos.•_ a 026 i6:.551:14:/itnee:da ease hill 1. Johnsen 0`as to 8.alas T, Cnsbti+ae _1:JS9� ' {' (�, e _ - •- - L/07 ALL:SQ 2Y TilESE 1'8)✓c.11e, That',111 A.Johns..and O11tLa T.Johnoott,1ms1s+d and wet.. I li...r.:11 II •chats: a -:_.tee ptv::•aa vara s:na 1:0110...antes j :I `f• I �I I of Ti.vd, _'•ee o[ Oregon, in consideration O:Ten OclIara, to Luna paid by Leelsy T.Czrobtrea f r • j ••- ....,.. •.. ••Tx• •. - : :-z z ..._::-.Lea -a'.::n: b I0,::'1t- t a o!0,:a of Tigard, State of 0ree00, here bergelted and sold, and by these prazante do grant, bargain, cell y •I b■ 2:. _ _ and '� •a . .t : __ . . :G 10 a ./t .. .e u a^e •A•:Lea ;,.,.13011. i :::•: _. ... .... - do.t convoy renes said Wesleyit,.nsed St. tin, Mire Oma3 060 and t:Meets,Oregon: per the TeeQdaaa I •:a:: .l IP:, •J t.4^:1 Cra LL: ._ :e; :z_ :..:: •_.. ....._..:.:,a 1 vey al pcopa7Ly, a9 6 row or hingto11 1Y• bounded I �i; .: -s;,.-:,,;s:•:.;' :::t t::. 0'501 The East s11te•n 16 feet of Lot o_ Tract..u_tered is , ; . Countyd eB.lt : 1 - ttatt:a a.... .,.• _:v.: .t..4 ' e L_ .....c. ,...a I ) •. -' B is as er 1 1�1!'^'�''. P. u:..__l.<:::es.:. State of Oregon. •i:n::. Stine .:.0 Ger�i_a c 1.1 dap on Elle in the office of the Recorder of Cenwysne es for Qnsh Sr{gina County, Lb.z +to rear Ill "..' • ' . •-•.-•t . _•.•� - - - -... _•¢1 ::.1_ .. •+- tub:Jaz; • together with all DLG 51013 1ar the toaeuecda. 0 0001tta:t.and appurtenances oda; ' 1t ...c. �;. `j f `i -1-e_. --1.:`•t ...•h.3L .. •ea:t - } ti. a. - LS 331st 1.-Jle1r._a:.laY [-Call-- ins or 1n layette appertaining, dna also 47.1 their estate, right. title end lntereat 3o std to :La Dare, including decor and clam of doter. •1. E�:; ....` ..... .. .a .. .0,_:F ._.+.. .....¢y• .e:t7... TO 217£CIII TO 0015. teo a1Te do0urlhed recd Brected prelses unto the cold mire read is• ti::1: • • granLora above naafi en covenant r- •{..•• . - t:e._C 5017+-_:eta, --•--1--n,, •••- y .::..l r.m:..a W73l+-.le:a- ass1¢Ra sore:,., Ind?7311♦. Johnson'cod 017a•ia T. Jaan11o¢'• .• .. ' Y bar the abort.maned er teas theli heirs and m that they na-6m Lob w11n iesl•y A. c• eC .an ai�a 1 . • '-w•--"- • -•, t.it ate c ..u�,. 1:: -E.:1--•f! _._:P• fully seined Io f•e.'sale of the above{Smtod premises, that tie above granted pr e.luea are ! I _ tree frac all SaeunDzm:eo, except, be Cet<r, Sas the record owoeze of Lot HmbarK 3. 'e �:'14. • • - •e_ aW:c rr1:.as. decor 311• V , ! :..ase_a::a:: a • so_ :...utas::. .. - . have _ uslla tar • •<Ccu Tracts, t'nvhla6ton County. Oregon, stt:J.of all ti�a a the richt to use Ito praAzt7 ; •: ,.- •a a :.ae-lma.. rt., ..••s m / t - ::C 1,0,1 _.. ::+00 t...3:-. cod hors:¢as a zona. aid that .bey rill and their Gars, executors nod ataialotratora stall I {SI • f-.t.1: _ x_ nr - I !. ::7-,? `.' t • e _t,.•-,+ ,=Ll X000 a 0010wet:c. ;Ind' thermt, alaasi Il�� 'errant and forever aGfma the uDosa gTantaa plea:see, and every part and yet cal t.6 r r'e`djj •..a.R3e: - 3"3.Cr..:c I:aa:--•.•-1.31 k zzlOC:ot11a<f 00fl 000,0 I.Ir1 17 + _-�- .- . , at •• ' c o .u:.:, tba lee-fel alalna and e.,_•.m Of all rox11ona wir_Ieavar. IH 8127s•S=59 07, the r}•tC i .1 _s �•,....._ .rested :_-- 00_a._s c ;:arc1a.cos toe='..thy netted, ease hereunto sot :bels baits end seals this :9th del of April 1033. 1 .-Oat: t,,•deceit::s=3z 3 _- a s1�a W.I. rol:ocla•r•nl Lfeouted in the PrenenCe c gmtl A, 3015600 Banal l- 1 1 •tar.y c ' a-. Oliv7a T.Johnson (54¢1) ! �' A. .. .n• :05054'.10 c v t.5 .ty Cl ••u::,1c;- 5. ►1Dte ((5. 1)- I '4, .. �pror: .+ ti:. t• :e:ma..0•, av:a_:•ter-•- 0 lata-ilbas [Saul) ! - .:e "'_:la and d<zoe 1.ed at.7 1-0:3• to-7.:e: ,__.,` ii, __ Lt _ - •• • at ..a, goy:1 Io:0:.:•:or l:a.-2101 J. .10ra4525 '.,, %Oro`07'101 County of5TATS Or co.;,lV•ton_...l a. .. 7414- 1, :c:ant• 1p t_e 11) :17-,ia..'0 Zee 1L) :031, -.-.; !:30:015::r:th O. 04• Tas: l£11 AEJS:1L61RED,That 011 this Jath toy of April, A.D. 1031.tefore on, the an:ereiglad,• ,g.1{ J le .0 1041-e__.... d the within named>a311 L. ,<� t- 7 _ set 13L: •a:_ni±One (1.1.0.0-1•0 111 TCntl g:ot i`y • ?¢Clic la anL fez sold County e:d stain, pe=scaa119 appeGye f I _atthi 19, - 11'4_.. -etc':ei:_ .. .:a. _.:..u=:.. _... -' real S:.ed n: 70!0000 end 011v1a T. Johnson, husband and tiro. rho are 1=000 011. to DO the 1d.ttlonl persona 'r r-/ 11torain: :.. ...:00,1:7 0,r _. _p:Inty ._ . O l�. ...tee s•;c. O•CY••:aa:6;37'7est a n0 , tt @3.77: .. .x; ::.an:v.300511 N 34• :ant 174.4 teas described m and stn encoded the within Lo:c'a-rnt, me aotnoaL,N.ged to> Last Obey azees54a '.I �'�\, o 'pi, -a't �...a z.._ .s•3:• '.0. :tot ._c ... .. 0= 1111 .pc9• `u9a Erni.631.'+: feltCal»: eef-CG of a CCmtT'd9'+dt the 0 a freely and vD:.entazlll• +H TFSTLFIfi a}'_+u._0?, I ma•ture¢atn net air hand 006 notarial � 3•} an: --- - _-•• ta1:.11. 1.41-a 3 co.0 or oval the day ort year last store written. , f.{ • ••e-c.• .,. 17i.: tot to :.a::.*; of la ._. , .... -._ N •••- --:•wBaal J.O. romson,Notary nuc for Oregon ,I 1: � ': : 2,1013 at 6100 1.11._ lly eos/tsiOn erpiron April 5,193e I,-0 L•:a. Piles for moor*�cder r-.:t.::--- ' ,: a�I error 7n densrlptLia, Jnve H Dy seeto hank or soarer Em, fir- 1 1 :•14-AC:-Ca6 to O' Sat a.. o 'rOM Iltl+..i Nalbrrt {}.. H :5 _ - _a::::.c:La- .-.s_ •:.e.:10_erela7 Luria hie o-'}.;1 1_0 O-_ _ 7.... ' }EOt ALL lfd::BY T.'_T..IE ?REOAtf9, That we, 71113sa G. •8elbazt Rud I1da£.EnlDert, 3msOmd ad -{. .{ I :...17....•. •--.• .• _ .• f-:.r n_.:• :-.a. _.ez c-u.L:C 0n.a:l:b LS.e r.tY• 0 a and otbnr valuable eom3daxetlotW '1 Ij »_ 1,5_ata C . CO ....State Of 0x000, to c LOid.rn Llan or Teo Dollar. ••_e.ae 10 tee +ar •nnt•:a 10_ Id-tat •:Lt:se =:a .:13'-.- --_.to-last 1 e 1sa:.:11• to on pall by Hunk of ar ,50102. a coryon tic e. o:Stats or OteE®, bar,007501000 mC Nit, { • 1.11'. -•:_ :..et:..e L OVA •:a-•tai 7. le a -e:•00 '1.3:00 Sneer_ has, aid tic,1'will•A::l l':. 0.070 err•d .as and des protects mild da erIDe6 rad PSP r[7 or ta,i u W tb t7 Dy L • re Co grant bargain rwy uv T n:f+ID a peret-I r{ m �_•:: • rt.• aat::_:1 t-. i_:.Les: :07s, e:.aa rv.-•aa: W -ev-vet_.:+:5 t- - Son Ito av iglu, ell 0b 0,11aa100 Do9ndel d ea 1 i8 a , s I •i,l{, Pi 1 •t.1 cin l.:..0 _ems_:or all;ermaa::.:.tmvee. i p of 9ash1a6toa end State of Oregon: i�1 W :.. 7 .A.-est ( t All of int 4e 7esttale, a shoal by the dd.:recorded:mp dad plat ai 7110 1t.aha eecord..s II .[l1s,_.: - r..:arse Lu-r15t:.=arum (aa:11. 11 1 �i 1 V zees } (f, Offlae:or Aeeh ingtcn Cowl, Stets or Oregon. 1L !==i•_=tt t rr t to. glib all and eingalar the t.nmants, horadltaasata nal aP7 mtte [Lelmat°Dalomr I f!` ..:s LJ t-9^Cr.4'a::...... 1.Ld, u C:u_a, : - � 3:11R wasted::uesiet lag Or 10.eaywLe appurLna1aE. and alb ell aYT eetnte, right, title and tntettst St.ace x se /1 Ij,H .'. ...-.:• ..t 8.11 a__ :1L:,L... . --ear •_• a sane, including doter and claim o: dower. 1 I�r • 1_.�. �- n 0. ... .. .. .._..<....:=- ln:S::.:it: d0aar:'e.. 0+:. ...:50.1.1 0G • tad e:«aes unto the said twit of learorten,. Z.:-era:_•R_- esecutrid. ,,i i • �T0 RAYS Alit 70 BOLD, the above d.ccilhed.tea¢an pr ;i. J- I _ a�ti:-.::, Lae i :vi •- n:....a,:-va:aai t.1 La::-arm:T a•.L 1 �`1� ! - - _, _ ¢ 'S< - _.._»7.1¢.5.r_a1 .._ .. i :_ - a 0orpomtioa/to mars for near. lad Willow S. Hulbert 006[Stn I.Hulbert, husband 006 `- ear 1.-a:tleta t' Q [ asi to to .1 ai'• �.I } .t !'.' - J' I- `.��, .I•• ,i 4 II ';I I' II (r-.r.-i 1 -fir ➢. ! 1 i t - I �1 �' ,:..'4:-...•-:. I I �1�1'71 I. •I t. 1 a:' 'ICd1 Jr }I' i L. � II!!• I J i{II Ih l�• k E+ i ! l