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Plans 73 i T c/6 - coo Li ?----- g 7)- P4- /i" - „„ ,_ ___ Record of Surve SHEET 1 OF 1 PREPARED BY: SI TUA TED IN THE S. W. 1/4 OF SECTION 36, T. 1 S., R. 1 W, W.M. ASSOCIATED LAND SURVEYORS, INC. CITY OF 77GARD, WASHINGTON COUNTY, OREGON 375 PORTLAND GLADSTO STONE', OREGON 97027 SEPTEMBER 6, 1996 SCALE: 1 "= 100 PHONE: (503) 656-9440 FOR: ANDREWS MANAGEMENT LTD I REGISTERED CITY OF TIGARD CASE FILE: MIS 96-0012 PROFESSIONAL • LAND SURVEYOR 70' i&g.eiK, LP . k..4VA..:, OREGON 5 50' JULY 26, 1985 m STEVE & HUCHIE ' S KENNETH D. GRIFFIN 'o W 2147 Q l 1 CO Z PLACE VAUD THRU: 6/30/97 Z 36 37 9549-RS 2" BRASS CAP �'Q (4 _►M7H PUNCH MARK IN MON. BOX . N 5/8"IR WITH YPC ^� EAST (BASIS OF BEARINGS N R2) 726.30' M (HELD PER P1) r N "DEA" IN MON BOX 267.40' (HELD R2) 11 S.W. •PFAFFLE STREET (COUNTY ROAD 975) N HELD N 0+00 158.56' 158.05'(158.24' D2) EAST 217.71' � . 3/4"1P (HELD HELD D1 -. \ N (HEW -' N N 12"1P 0.5' DEEP (HELD FOR LINE PER 03) A 4 c TAX LOT 300 ( /FOR LINE PER D3 N13'51'08'W 0.35' NARRA TI VE: .(i, N OV I S o 0 1Si 36CC W N1 X3'00"W 0.55 W '�j ADJUSTED 5+84.46 24.45 RT BEARINGS ARE BASED ON THE CENTER LINE OF PFAFFEL STREET PER SURVEY NO. 3125. (5+84.0 24.5'RT R2) \ 0O/ -c. 0.57 ACRES c � THIS SURVEY WAS PERFORMED TO SET OUT THE BOUNDARIES OF 7HOSE TRACTS NPr/6 x fin°^° ADJUSTED o DESCRIBED /N DEED DOCUMENTS 89-11139, 95-39814 AND 95-42709. DEED DOCUMENT F j PROPERTY UNE o o ErAL AREA 95-42709 ADJUSTED THE PROPERTY LINE BETWEEN TAX LOT 200 AND TAX LOT 300 DOCUMENT g ^o, 0 ACRES WITHOUT CREATING ANY ADDITIONAL TAX LOTS. THE EXTERIOR BOUNDARIES WERE 80-30557 (D1) O *d N cn ESTABLISHED AS FOLLOWS: N EAST 158.11 `� O� WEST UNE A . u: S.W. PFAFFLE STREET HELD MONUMENTS ALONG THE CENTER LINE AS SHOWN. D.L.C. #55 -~I e} n PREVIOUS �• HELD PAR7LLEL THE LOCATION OF THE MONUMENT AT THE N.E. CORNER OF TAX LOT 300 COMPARES N .d' PROPERTY LINE ...w---- 0 FAVORABLY WITH SURVEY NO. 3125. • .� WITH WEST LINE 4, / 0'30' C.R. .6 NI': D.L.C. #55 PER D2 =v ' BEAVERTON-TIGARD HIGHWAY. (N0. 217): HELD MONUMENTS AS OPPOSITE STA. v 0 \ W I -� 399+44.35 AND 404+25 PER SURVEY NO. 25319. HELD BEARING RELATIONSHIP TO THE 0 = 10 07 40 z Z DOCUMENT •k , -T�.. W 95-42709 (_42) T, x LOT 2C �� NW'LY AND SELY FROM HELD MONUMENTS UTILIZING DATA SHOWN FROM SAID SURVEY. T' • 1S1 36CC o BOUNDARIES OF DEED DOCUMENT 95-42709: THE RE-ENTRANT CORNER OF D.L.C. NO. ►o 4; /6, �_ .0 ADJUSTED, DOCUMENT v 55 WAS ESTABLISHED PER SURVEY NO. 3125 AS SHOWN. THE MONUMENT NEAR THE S.E. t./1.. L 3.22 ACRE j 95-39814 D3 -+ \ A I .� ( ) o CORNER OF TAX LOT 200 WAS HELD TO ESTABLISH THE ORIGINAL SOUTH LINE OF TAX 17x) y A c ��- (Z =a LOTS 200 AND 300. THE WEST LINE OF TAX LOT 300 WAS ESTABLISHED UTILIZING A �sy 5/8"iR BY PIDDLE DEED ELEMENTS PER DOCUMENT 80-30557 AS SHOWN. THE MONUMENT NEAR THE N.E. " v G� SHRW 399+4435 CS EAST LINE AND DIRECTION WAS HELD PARALLEL WITH THE (HELD I �� v CORNER WAS HELD FOR THE EAS RE-ENTRANT CORNER - (158 84'1) (158.56' 02) (HELD PER R3) cA WEST LINE OF D.L.C. NO. 55 PER DEED DICTA TES THE ADJUSTED PROPERTY LINE GL RICHARDSON D.L.C. #55...-.=1--c- \ ____\ . _158__63• I WAS ESTABLISHED PER DEED DICTATES.AS SHOWN. (CALL PER R2) / 23 '9 N 86'42'42" W / (634 (23921 R1) EAST LINE OF DEED DOCUMENTS 89-11139 AND 95-39814: HELD MONUMENTS AS SHOWN �' / 6'33.98'(634.31'R1) -�-� 1/2"IP (LOOSE) PER SURVEY N0. 4784. " 0.7' DEEP (HELD 1/2 I P 0.2 5 N FORS UNE PER R1) 1 r4, \ NC0/ /1/ 0.2' DEEP S86.42142"E 0.11' '3 DOCUMENT �_ 89-11139 / 462 -.... f-- J �� SURVEYORS NOTES: �f• \ sv �cx s'' • 1. REFERENCES: WASHINGTON COUNTY SURVEY AND PLAT RECORDS '9j SURVEY NO. 3125, 4344, 4491, 4784, 15148, 15757, 16711, 25319; PLAT OF "STEVE & HUGHIE'S PLACE" 3/4"/P (HELD FOR 2. IT IS NOT THE PURPOSE OF THIS SURVEY TO DEPICT ANY EASEMENTS THAT MAY \ PROP. UNE PER R1) AFFECT THIS LAND. THERE MAY IN FACT BE EXISTING EASEMENTS THAT ARE NOT , � N13'51'08"W 0.40' SHOWN. SURVEYOR'S LEGEND: 5/8'/R 3. LIABILITY FOR THIS SURVEY IS EXPRESSLY LIMITED TO THE ABOVE NAMED CLIENT. 400' SP (HELD PER R3) %/ 5/87R AT 4. ASSOCIATED LAND SURVEYORS, , - DENOTES FOUND DESCRIBED MONU T INC. OR ITS REPRESENTATIVES MAKES NO ® TE MEN ti / PROP. COR. WARRANTIES AS TO MA T7ERS OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, STRAIGHT AND FLUSH WITH SURFACE, UNLESS S = `�00 \ ��,'�/ % ESTOPPEL, ADVERSE POSSESSION, ETC. = o NOTED OTHERWISE. a 0.25 0 .rp. 0 - DENOTES 5/8"X 30" IRON ROD WITH YPC '1'6/ °a'• . INSCRIBED "ASSOC. LAND SURVEYORS INC." l,h / SET ON 9/06/96. 0b`x / / YPC - YELLOW PLASTIC CAP (1 1/4" DIA.) 5.G / IR - IRON ROD /N65)(DIN. IP INSIDE DIA. IRON PIPE \ / / 01 - DEED DOCUMENT 80-30557 / 02 DEED DOCUMENT 95-42709 y// 03 DEED DOCUMENT 95-39814 0 / R1 - SURVEY NO. 4784 Os• 06 j/ R2 _ SURVEY NO. 3125 1;30' C. „ Q• h° V YO OFFICE R3 SURVEY NO. 25319 = WASHINGTON COUNTY SURVEYORS 0 20220 tia � oh , \ // . o0 i RECEIVED: . 600' SP S = 4'30' ACCEPTED FOR FILING: a = 0.25 Record of Survey 36 - i : H357 SHEET 1 OF 1 2 6,53 6 PREPARED BY B SI TUA TED IN THE S. W. 1/4 OF SECTION 36, T. 1 S., R. 1 W, W.M. ASSOCIATED LAND SURVEYORS, INC. CITY OF 77GARD, WASHINGTON COUNTY, OREGON 375 PORTLAND AVE. GLADSTONE, OREGON 97027 SEPTEMBER 6, 1996 SCALE: 1"= 100' PHONE: (503) 65fi-9440 FOR: ANDREWS MANAGEMENT LTD REGISTERED CITY OF TIGARD CASE FILE: MIS 96-0012 PROFESSIONAL LAND SURVEYOR 70' ieeiele-e.-(406;<0(1-- OREGON aSTEVE & 50' H U G H I E ' S KENNETH 2 D. GRIFFIN cn 1 '5 Z PLACE S.E. CORNER LOT 37 2147 " VALID THRU: 6/30/97 Z I 36 37 "DR KWATER PLS 926" 9549-RS I 3 2" BRASS CAP `� / 9+0a83 35.0'L T N _WI7N PUNCH MARK f IN N " EAST OF BEARINGS ' R2) (HELDOPER P1)\ 5/81R WITH YPC ^► r EA T (BASIS EARIN ) 726.30' M "� cw TEA IN MON BOX 267.40' (HELD R2) $,W. PFAFFLE STREET (COUNTY ROAD 975) N HELD N 0+00 158.56' 158.05'(158.24' D2) EAST 217.71' �� N .. (HELD D1) ..i '� " FOR/LINE (HELD ER D3) N� N (\i o 1/2 /P 0.5'_DEEP (HELD o FOR UNI: PER D31 N13 51 08 W 0.35 NARRATIVE. 4.179 Ni V3'DU"W 0.55 <9 N Dn/1 S �°�. i 5+84.46 24.45 RT BEARINGS ARE BASED ON THE CENTER LINE OF PFAFFEL STREET PER SURVEY Na 3125. \/ %- o `. ADJUSTED (5+84.0 24.5'RT R2) F Op/ b 0.57 ACRES oo THIS SURVEY WAS PERFORMED TO SET OUT THE BOUNDARIES OF THOSE TRACTS Dix / ° c^ DESCRIBED IN DEED DOCUMENTS 89-11139, 95-39814 AND 95-42709. THE / rn ADJUSTED '6-° TOTAL AREA EXTERIOR BOUNDARIES WERE ESTABLISHED AS FOLLOWS: �j N g "' PROPERTY LINE . 'A DOCUMENT 4.10 ACRES S.W. PFAFFLE STREET HELD MONUMENTS ALONG THE CENTER LINE AS SHOWN. 80-30557 (D1) • �'° tot O N k EAST 158.11 .`: THE LOCATION OF THE MONUMENT NEAR THE N.W. CORNER OF DOCUMENT 95-39814 WEST UNE -ti COMPARES FAVORABLY WITH SURVEY Na 3125. N D.c.C. X55 I PREVIOUS �`�. HELD PARALLEL -° o BEAVERTON-TIGARD HIGHWAY (Na 217): HELD MONUMENTS AS OPPOSITE STA. z\--1. PROPERTY LINE �" . r3 399+44.35 AND 404+25 PER SURVEY NO. 25319. HELD BEARING RELATIONSHIP TO THE WITH WEST LINE 0 co 0'30' C.R. t,J2 I ° D.L.C. 55 PER D2 ^v! NW'LY AND SE'LY FROM HELD MONUMENTS UTILIZING DATA SHOWN FROM SAID SURVEY. O A = 10'07'40" Z DOCUMENT BOUNDARIES OF DEED /?!C A1E 95-42709: T E RE-ENTRANT r �-I Z; a5_ ,�, . ,�� ....U,.,�NT ,Ham. CGRNEr� OF D.L.C. NO. ,f, W 42 0 ©2) ADJUSr�t� 55 WAS ESTABLISHED PER SURVEY NO. 3125 AS SHOWN. THE MONUMENT NEAR THE S E. (3.22 ACRI: CORNER OF DOCUMENT 95-39814 WAS HELD TO EST BLISH TH 0 G SO N A E RI /NAL UTH LINE. a '7 !1:,..2) DOCUMENT THE WEST LINE OF DOCUMENT 95-42709 WAS ESTABLISHED UTILIZING DEED ELEMENTS N o I li 't' ;, 95-39814 (D3) v . PER DOCUMENT 80-30557 AS SHOWN. THE MONUMENT NEAR THE N.E. CORNER WAS HELD ti �- I Z 3. FOR THE EAST LINE AND DIRECTION WAS HELD PARALLEL WITH THE WEST LINE OF ' I ` 5 5/8"!R BY PADDLE D.L.C. NO. 55 PER DEED DICTA TES THE ADJUSTED PROPERTY LINE WAS ESTABLISHED G� HE 399+44.35 CS" PER DEED DICTATES AS SHOWN.'5, RE-ENTRANT CORNER ( LD D1) (158.56' D2) (HELD PER R3) co 4- RICHARDSON D.L.C. X55�L- 158 84 _ , 7 = EAST LINE OF DEED DOCUMENTS 89-11139 AND 95-39814: HELD MONUMENTS AS SHOWN _158 s3 PER SURVEY NO. 4784. � (CALC PER R2) � N 86'42'42 W // � i----:"SHRW 239.57' (239.21' Rf) J_. / £33.98'(634.31' R1) ----.-1 1/2"lP (LOOSE) / 1 2"IP 0.25'N 0.7' DEEP (HELD ,\, / FOR S. LINE PER R1) i-r \ X90/ 4,S?• 0.2' DEEP v S86'42'42"E 0.11' O / �j. v • / 7 3 DOCUMENT `D 89-11139 `) SURVEYORS NOTES: �c�• so. �o�x `S>> 1. REFERENCES: WASHINGTON COUNTY SURVEY AND PLAT RECORDS '�j SURVEY NO. 3125, 4344, 4491, 4784, 15148, 15757, 16711, 25319; PLAT OF "STEVE & HUGHIE'S PLACE" 2. IT IS NOT THE PURPOSE OF THIS SURVEY TO DEPICT ANY EASEMENTS THAT MAY \ AFFECT THIS LAND. THERE MAY IN FACT BE EXISTING EASEMENTS THAT ARE NOT SURVEYOR'S LEGEND: 5/87R i SHOWN. (HELD PER R3) _ 3. LIABILITY FOR THIS SURVEY IS EXPRESSLY LIMITED TO THE ABOVE NAMED CLIENT. ``- 5/8"IR A T 4. ASSOCIATED LANL'' SURVEYORS, INC., OR ITS REPRESEN TA 71 YES, MAKES NO ® - DENOTES FOUND DESCRIBED MONUMENT, 400' SP // PROP. CoR. WARRANTIES AS TO MATTERS OF UNWRITTEN 7T TLE SUCH AS ACQUIESCENCE STRAIGHT AND FLUSH WITH SURFACE, UNLESS S = 4'00' \ ,\�(/ 0, ).-'s (HELD) ESTOPPEL, ADVERSE POSSESSION, ETC. ' NOTED 0 - DENOTES 5E 8wX 30" IRON ROD WITH YPC a = 0.25 ��/ �.w�+ �� " \ g / SET ONE9/06/96.C. LAND SURVEYORS INC. bc4 N G NO / YPC - YELLOW PLASTIC CAP (1 1/4" DIA.) /65NN / w IR _ IRON ROD // tis o IP INSIDE DIA. IRON PIPE \ i ?� c; p D1 - DEED DOCUMENT 80-30557 / �>>+ rn PR P.I LINEEPER R1) D2 - DEED DOCUMENT 95-42709 �0�'/ 5/8"IR N1351'U8"W 0.40' D3 - DEED DOCUMENT 95-39814 0 j (HELD PER R3)--"" FROM PROP. COR. R1 - SURVEY NO. 4784 5• k0/ / f ' Q G• p6/ ,v'/ 2 , �' 5/8"IR AT R2 - SURVEY NO 3125 1 30 C.R. A 0 / � PROP. COR R3 - SURVEY NO. 25319 A= 2'02'20" p�b / 26/ `�y��. (HELD) WASHINGTON COUNTY SURVEYORS OFFICE x9 (J / o ����` / !k0%/ DETAIL .. RECEIVED: `�' 30'91O 600' SP / _1" = 50' S = 4'30' ACCEPTED FOR FILING: /O - 9-4 ID a = 0.25 _ sib ...:.... / (-517-146— 'Z/V y2 ,,,,,,,, ,..,;-.,-.-,„ -, ...,..:.--7, 5.,,,} ,4e,e0 61-- L k I {Vic° t`∎l o57‘46,