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Plat, Recorded APPLICANT 11/15/2019
LOT 11 �el c0 2:7 MAP 18-03-02-12 TAX LOT 5200 MAP 18-03-02-12 TAX LOT 5300 MAP 18-03-02-12 TAX LOT 5400 LOT 12 ( LOT 13 MAP 18-03-02-12 TAX LOT 5600 0 A K S T R E E T ( U N I M P R 0 V E D) r, BASIS OF BEARINGS - PER UNRECORDED SURVEY (E) BY POAGE 0 o - [S 89 $10" W, 561.52' � ] o ,�, / OLD LINE OLD LINE _ 6 / (EAST, 187.36'(D@) (N 89'59'49" E UD) [187.65' UE ] _ (EAST, 187.36' A C) (N 89'59'49" E, 187.49' QD) [187.31' UE ] 1). i 0 LOT 4 - NEW LINE = [N 89'59'10" E E ] 281.30 - , NEW LINE = [N 89059'10" E (j) ] T93.65' LOT 3 LOT 2 W 1 I L A>\1l E' r r r FOUND 1/2- IRON PIPE NORTH 0.26' (NORTH 0.31'@) (N 0-07'15" W, 0.14' EO ) i LOT 15 ` NEW LINE = [N 89.58924" W (E ] 281.26' OLD LINE (WEST, 187.36(A)@) [187.78'@] NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF ADAM WILSON FOR THE PURPOSE OF MONUMENTING THE ADJUSTED PROPERTY LINE COMMON TO LOTS 2 AND 3 OF BLOCK 11, WILLAMETTE HEIGHTS ADDITION TO SPRINGFIELD AS APPROVED BY THE CITY OF SPRINGFIELD UNDER CASE NUMBER 811-19-000185-TYP1 IN COMPLIANCE WITH CITY OF SPRINGFIELD LAND USE REGULATIONS AND THE PROVISIONS OF ORS CHAPTER 92. NOTICE OF APPROVAL WAS ISSUED SEPTEMBER 4, 2019. THE BASIS OF BEARINGS FOR THIS WORK IS THE MONUMENTED SOUTH BOUNDARY OF OAK STREET PER INFORMATION AND. MAPS OF A SURVEY IN PROGRESS PROVIDED BY POAGE ENGINEERS, A COPY OF WHICH IS ON FILE AT SSW ENGINEERS. MONUMENTS FOUND AT OTHER LOT CORNERS ALSO CONFORMED WELL WITH DATA PROVIDED ON THE POAGE SURVEY AND WERE HELD AS SHOWN HEREON. THE NEW ADJUSTED LINE BETWEEN THE SUBJECT PROPERTIES WAS ESTABLISHED AT THE OWNERS DIRECTION. WORK IN THIS SURVEY WAS PERFORMED USING A SOKKIA SET 530R TOTAL STATION AND RELATED SUPPORT EQUIPMENT. NOTE REFER TO PROPERTY LINE ADJUSTMENT DEED RECORDED OCTOBER 2019 AS INSTRUMENT NO. 2019- , LANE COUNTY DEEDS AND RECORDS. CITY OF SPRINGFIELD CASE NUMBER: 811-19-000185-TYP1 ASSESSORS MAP 18-03-02-24, TAX LOT 100 PLOTTER - HP T830; INK - HPC482OA; PAPER - ROLL BOND 36# INKJET BOND RIJB24-36 LOT 16 MAP 18-03-02-24 TAX LOT 100 NORTH SCALE 1 " = 30 FT 0 15 30 60 (EAST, 187.36'W) C) [186.56'UE ] (N 89'59'49" E, 186.60'@) ^ Lo N LEGEND t1 Q U to N Q d - FOUND 1/2" IRON PIPE UNLESS OTHERWISE NOTED 0 un FOUND 5/8" X 30" IRON ROD WITH YELLOW PLASTIC N ►` i IDENTIFICATION CAP STAMPED "POAGE ENG & SURV INC" 0 Z, PARCEL 1 N .. U = BLOCK 11 - LOT 3 - 0 0° IDENTIFICATION CAP STAMPED "DAHRENS, LS 60052" O AREA BEFORE ADJUSTMENT Lo M : PARCEL 2 ) w _= 43,582 SQ FL(1.0- AG) o _ � -- - �� AREA BEFORE ADJUSTMENT O. = 43,471_ SQ --FF (1.0' AREA AFTER ADJUSTMENT z 7 N 04 = 65,315 SQ FT (1.5 AC) WILLAMETTE HEIGHTS ADDITION, BOOK 4, PAGE 27, Q LANE COUNTY OREGON PLAT RECORDS z © THE AMENDED PLAT OF WILLAMETTE HEIGHTS ADDITION, 3 a z BOOK 4, PAGE 78, LANE COUNTY OREGON PLAT RECORDS Lo co �.. © CSF 15825 BY LAURILA IN 1969 0 .- o CO @D CSF 39574 BY WOODS IN 2005 w../ ^^ Y `+ @E SURVEY IN PROGRESS BY POAGE, NOT YET RECORDED 0 1-1 r G 1-1 i LOT 15 ` NEW LINE = [N 89.58924" W (E ] 281.26' OLD LINE (WEST, 187.36(A)@) [187.78'@] NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF ADAM WILSON FOR THE PURPOSE OF MONUMENTING THE ADJUSTED PROPERTY LINE COMMON TO LOTS 2 AND 3 OF BLOCK 11, WILLAMETTE HEIGHTS ADDITION TO SPRINGFIELD AS APPROVED BY THE CITY OF SPRINGFIELD UNDER CASE NUMBER 811-19-000185-TYP1 IN COMPLIANCE WITH CITY OF SPRINGFIELD LAND USE REGULATIONS AND THE PROVISIONS OF ORS CHAPTER 92. NOTICE OF APPROVAL WAS ISSUED SEPTEMBER 4, 2019. THE BASIS OF BEARINGS FOR THIS WORK IS THE MONUMENTED SOUTH BOUNDARY OF OAK STREET PER INFORMATION AND. MAPS OF A SURVEY IN PROGRESS PROVIDED BY POAGE ENGINEERS, A COPY OF WHICH IS ON FILE AT SSW ENGINEERS. MONUMENTS FOUND AT OTHER LOT CORNERS ALSO CONFORMED WELL WITH DATA PROVIDED ON THE POAGE SURVEY AND WERE HELD AS SHOWN HEREON. THE NEW ADJUSTED LINE BETWEEN THE SUBJECT PROPERTIES WAS ESTABLISHED AT THE OWNERS DIRECTION. WORK IN THIS SURVEY WAS PERFORMED USING A SOKKIA SET 530R TOTAL STATION AND RELATED SUPPORT EQUIPMENT. NOTE REFER TO PROPERTY LINE ADJUSTMENT DEED RECORDED OCTOBER 2019 AS INSTRUMENT NO. 2019- , LANE COUNTY DEEDS AND RECORDS. CITY OF SPRINGFIELD CASE NUMBER: 811-19-000185-TYP1 ASSESSORS MAP 18-03-02-24, TAX LOT 100 PLOTTER - HP T830; INK - HPC482OA; PAPER - ROLL BOND 36# INKJET BOND RIJB24-36 LOT 16 MAP 18-03-02-24 TAX LOT 100 NORTH SCALE 1 " = 30 FT 0 15 30 60 (EAST, 187.36'W) C) [186.56'UE ] (N 89'59'49" E, 186.60'@) -- _ NEW LINE = [N 89'58'24" W (f) ] 93.48' OLD LINE -- (WEST, 187.36'(A)@ ) [ 186.95' nE ] LOT 17 REGISTERED PROFESSIO LAND S EY� w o N J 1 1, 2000 AEL R. DAHRENS 60052 RENEWS: 12-31--2019 [N 89'58'24" W,. 186.54(D] (WEST, 187.36'(D@) C ) `'l A D D I r 1 0 N LOT 1 0 Lq N N W 0 0 . O 0 0 0 ^ U Q9 0 N "1'7 N S 0 LOT 18 DATE OF SURVEY: OCTOBER , 2019 PROPERTY LINE ADJUSTMENT SURVEY FOR: ADAM WILSON IN THE NE 1/4 OF SECTION 2, Tl 8S. R3W, W.M. LANE COUNTY, OREGON JOB NO. 19-7.675 OCTOBER 2, 2019 ^ LEGEND U Q 0 FOUND 1/2" IRON PIPE UNLESS OTHERWISE NOTED 0 un FOUND 5/8" X 30" IRON ROD WITH YELLOW PLASTIC ►` i IDENTIFICATION CAP STAMPED "POAGE ENG & SURV INC" N = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC 0 0° IDENTIFICATION CAP STAMPED "DAHRENS, LS 60052" PARCEL 2 ) CSF DENOTES COUNTY SURVEY FILE NUMBER BLOCK 11 - LOT 2 AREA BEFORE ADJUSTMENT O. = 43,471_ SQ --FF (1.0' AREA AFTER ADJUSTMENT M = 21,739 SQ FT (0.5 AC) N WILLAMETTE HEIGHTS ADDITION, BOOK 4, PAGE 27, Q LANE COUNTY OREGON PLAT RECORDS Li © THE AMENDED PLAT OF WILLAMETTE HEIGHTS ADDITION, a BOOK 4, PAGE 78, LANE COUNTY OREGON PLAT RECORDS Lo �.. © CSF 15825 BY LAURILA IN 1969 0 CO @D CSF 39574 BY WOODS IN 2005 `+ @E SURVEY IN PROGRESS BY POAGE, NOT YET RECORDED -- _ NEW LINE = [N 89'58'24" W (f) ] 93.48' OLD LINE -- (WEST, 187.36'(A)@ ) [ 186.95' nE ] LOT 17 REGISTERED PROFESSIO LAND S EY� w o N J 1 1, 2000 AEL R. DAHRENS 60052 RENEWS: 12-31--2019 [N 89'58'24" W,. 186.54(D] (WEST, 187.36'(D@) C ) `'l A D D I r 1 0 N LOT 1 0 Lq N N W 0 0 . O 0 0 0 ^ U Q9 0 N "1'7 N S 0 LOT 18 DATE OF SURVEY: OCTOBER , 2019 PROPERTY LINE ADJUSTMENT SURVEY FOR: ADAM WILSON IN THE NE 1/4 OF SECTION 2, Tl 8S. R3W, W.M. LANE COUNTY, OREGON JOB NO. 19-7.675 OCTOBER 2, 2019