|
RECORD OF SU Y
<br />/ REAL PROPERTY IN SW 1/4 OF SECTION 18 TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN
<br />8v IN SE 1/4 OF SECTION 13 TOWNSHIP 5 SOUTH, RANGE 2 WEST, WILL ETTE MERIDIAN
<br />12o CITY OF WOODBURN, MARION COUNTY, OREGON
<br />a�3
<br />119 SURVEYED FOR: WEST COAST HOME SOLUTIONS, LLC
<br />118 3p, JUNE 8, 222 BASIS OF BEARING:
<br />\
<br />NARRATIVE
<br />11Jol
<br />o THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY CONDUCTED TO IDENTIFY AND
<br />7, m 121
<br />\
<br />\ MARK WITH PROPER MONUMENTS THE PERIMETER AND THE INTERIOR BOUNDARY LINES OF
<br />�PARTiTION PLAT 2018-057 RECORDS OF MARION COUNTY, OREGON. ALL MONUMENTS SHOWN
<br />247 AS FOUND HEREON WERE CONSIDERED AS MARKING THEIR TRUE INDICTED BOUNDARY
<br />0 100' 200' / Z q��� POSITIONS WITHIN REASONABLE SURVEY MEASUREMENT TOLERANCES UNLESS OTHERWISE
<br />`oQ NOTED_ THE ALIGNMENT OF THE CENTERLINE OF BOONES FERRY RD_ RIGHT OF WAY WAS
<br />SCALE IN FEET 246 DETERMINED TO BE THE LINE FROM FOUND MONUMENT #3 TO A POINT AT PARTITION
<br />PLAT DISTANCE WEST OF FOUND MONUMENT #7 ON THE EXTENSION WEST OF THE LINE
<br />CONNECTING FOUND MONUMENTS #8 AND #7 BOTH ACCEPTED AS MARKING THE
<br />v'
<br />245 CENTERLINE OF IRIS ST. AS SHOWN PLATTED ON "BOONES CROSSING PHASE 3"
<br />D NVOL.47 P 9 MARION CO.B. .T.P. THE MOST � RECORDED I VOL AGE 3, R ON CO B.O.T.P. NORTHERLY
<br />�O,�'� � 244 TANGENT SEGMENT OF THE WEST LINE OF THE _ PARTITION WAS
<br />�. J' DETERMINED TO BE 30 FEET RIGHT ANGLED EAST OFFSE i FROM THE THUS
<br />�`O �, O c�; '� `��\ �6�6 DETERMINED CENTERLINE OF BOONES FERRY RD. THE MOST SOUTHERLY
<br />`r' /� o �°` �`r'cs_ 243 CURVED SEGMENT OF THE WEST LINE OF THE SUBJECT PARTITION WAS
<br />,�' co ,' �' �69 \sc', DETERMINED TO BE AN ARC OF PARTITION PLAT RADIUS FROM FOUND
<br />w '�', o- 242 MONUMENT #2 TO THE POINT OF TANGENCY WITH THE THUS
<br />�_�/ `'� �� DETERMINED WEST LINE OF THE PARTITION. THE SOUTHWEST
<br />441
<br />CD�� ^� �'� ,' AD'�� I6 CORNER OF THE PARTITION WAS PLACED AT PARTITION RECORD
<br />m ° /0
<br />o ^� ^A,)- �," 17 241 DISTANCE SOUTHERLY TANGENT TO THE THUS DETERMINED CURVED
<br />m "�
<br />Zti=tip' `�_ t- �v SEGMENT. THE SOUTH LINE OF THE PARTITION WAS DETERMINED TO
<br />BE THE LINE FROM THE THUS PLACED SOUTHWEST CORNER TO
<br />240 FOUND MONUMENT # 22. THE REMAINDER OF THE PARTITION
<br />/ PARCEL I PARCEL 2 19 18 ; E, PERIMETER BOUNDARY WAS MARKED BY EXISTENT FOUND
<br />/ MONUMENTS AS SHOWN. THE INTERIOR PARCEL BOUNDARY WAS
<br />N890 28' 01"W - 243.07'
<br />(N890 28' 24"W - 243.05')
<br />20' PRIVATE ACCESS EASEMENT
<br />PP 2006-55
<br />--jJ
<br />CIV 0 N890 28' Ol"W - 864.10'
<br />(N890 28' 24"W - 864.26') - -
<br />M
<br />DETAIL 'A'
<br />SCALE: I" = 30'
<br />C10
<br />C9
<br />239 DETERMINED BY ACCEPTING MONUMENTS #10,#26 AND MONUMENTS
<br />LO #25, #24 AS DEFINING THE INCOMING AND OUTGOING TANGENTS OF
<br />(� THE PARTITION PLAT RADII CURVES AND ADJUSTING THE
<br />TRACT ACCUMULATIVE ASSOCIATED CENTRAL ANGLES SUCH THAT THE EXIT
<br />.. L7 I „E ,
<br />TANGENT ON THE EAST TERMINATES AT FOUND MONUMENT 20.
<br />W UJ
<br />o
<br />0 0
<br />° °
<br />0 0
<br />U)J)
<br />SPRING
<br />B'LVD o
<br />co
<br />198
<br />(D
<br />MONUMENT #3
<br />I�
<br />CV CV
<br />199
<br />CV rO
<br />Ic1°
<br />CM.R-
<br />° 200
<br />z z
<br />SOUTH
<br />ARTERIAL
<br />---------------------------------------------------------------------------------------------------------
<br />I , 30.00
<br />256.96
<br />1
<br />27.36' \
<br />%,(30.00')
<br />- - - - -
<br />(256.96')
<br />- - - - - - - - -
<br />-
<br />(27.36')
<br />-
<br />T
<br />� � o �- IRIS STREET
<br />S65° 26' 40E - 314.32
<br />"'
<br />8
<br />F915
<br />o
<br />(S650 26' 42"E - 314.32')
<br />> ry
<br />S650 26' 40"E - 263.36'
<br />`\ I
<br />12 C6
<br />j
<br />I�
<br />(S650 26' 42"E - 263.32')
<br />10 lI
<br />ui
<br />c/) ©
<br />260.99'
<br />C3 14
<br />I
<br />to �' LLI
<br />z
<br />(260.96')
<br />2.37 I3
<br />II E
<br />PARCELI
<br />5
<br />(2.36) /
<br />l m
<br />R❑2p
<br />L----- -----------------------------------------------------------------------------------------------------J
<br />LINE
<br />TABLE
<br />LINE #
<br />LENGTH
<br />DIRECTION
<br />RECORD LENGTH
<br />RECORD DIRECTION
<br />LI
<br />32.26
<br />N890
<br />34' 24"W
<br />(32.25)
<br />(N 9° 25' 37"W)
<br />L2
<br />31.30
<br />N220
<br />09' 54"E
<br />(31.30)
<br />(N220 09' 18"E)
<br />L3
<br />103.26
<br />N220
<br />09' 07"E
<br />(103.22)
<br />(N220 08' 14"E)
<br />RECEDED 06/22/2022 BY
<br />L4
<br />6.99
<br />S650
<br />42' 37"E
<br />(7.00)
<br />(S650 26' 42"E)
<br />MARION COUNTY SURVEYOR.
<br />L5
<br />124.76
<br />SO°
<br />04' 05 "E
<br />(I24. 70)
<br />(SO° 04' 47"E)
<br />APPROVED FOR FILING O
<br />08/16/2022.
<br />L6
<br />150.31
<br />NO°
<br />04' 27"W
<br />(150.14)
<br />(NO° 04' 37"W)
<br />L7
<br />40.53
<br />N890
<br />28' 01"W
<br />(40.90)
<br />(N890 28' 24"W)
<br />L8
<br />25.09
<br />N890
<br />27' 30"W
<br />(25.00)
<br />(N890 28' 02"W)
<br />CURVE TABLE
<br />THE DIRECTION OF N 24033' 18" E WAS ADOPTED FOR THE LONGEST TANGENT SEGMENT OF
<br />THE WEST LINE OF MCSR PP 2018-057 AND THEREBY CONFORMING THERETO.
<br />MONUMENT TABLE
<br />I FOUND 3/4" IRON PIPE, DOWN 0.5', SHOWN IN PP 2018-057
<br />2 FOUND 5/8" IRON ROD WITH YPC, "ALPHA ENG. INC.", FLUSH, SET MCSR 55318
<br />3 FOUND 3" MARION COUNTY BRASS DISC IN MON. BOX, SHOWN IN PP 2018-057
<br />4 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.3', SET PP 2005-29
<br />5 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.4', SET PP 2005-29
<br />6 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.4', SET PP 2005-29
<br />7 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3
<br />8 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3
<br />9 FOUND 5/8" IRON ROD WITH YPC IN MON. BOX, "AKS ENGR.", SET BP3
<br />10 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", FLUSH, SET PP 2018-057
<br />11 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", FLUSH, SET PP 2005-29
<br />12 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5
<br />13 FOUND 5/8" IRON ROD WITH YPC, "AKS ENGR.", DOWN 0.2', SET BP3, FALLS N430 30' 09"E -
<br />0.10'
<br />14 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5, FALLS S630 10' 15"E - 0.10,
<br />15 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569", DOWN 0.2', SET PP 2018-057
<br />16 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5
<br />17 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 91569% FLUSH, SET PP 2018-057, FALLS S340
<br />34' 54'E - 0.18'
<br />18 FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, FLUSH, SET BP5, FALLS SO° 04' 27"E - 0.17'
<br />19 FOUND 5/8" IRON ROD WITH RPC, "CENTERLINE CONCEPTS", FLUSH, SET BP5
<br />20 FOUND 5/8" IRON ROD WITH YPC, "HOWELL LS 9I569", DOWN 0.2', SET PP 2018-057
<br />21 FOUND 5/8" IRON ROD WITH ALC, "CENTERLINE CONCEPTS LAND SURVEYING", FLUSH, SET
<br />BP5
<br />22 FOUND 5/8" IRON ROD WITH RPC, "CENTERLINE CONCEPTS", FLUSH, BP5
<br />23 FOUND 5/8" IRON ROD, DOWN 0.2', SET PP 2018-057, FALLS N680 1 i' 24"W - 0.18'
<br />24 FOUND 5/8" IRON ROD, DOWN 0.2', SET PP 2018-057
<br />25 FOUND 5/8" IRON ROD, DOWN 0.4`, SET PP 2018-057
<br />26 FOUND 5/8" IRON ROD, DOWN 0.4', SET PP 201<8-057, FALLS S240 33' 18"W - 0.17'
<br />27 FOUND 5/8" IRON ROD WITH NO CAP, FLUSH, SET MCSR 35318, FALLS S70 52' 18"W - 0.12'
<br />CURVE # I LENGTH I RADIUS I DELTA I CHORD DIRECTION I CHORD LENGTH
<br />CI
<br />C2
<br />C3
<br />C4
<br />C5
<br />C6
<br />C7
<br />118.74 2834.79 2024'00"
<br />22.02 14.00 90007'28"
<br />41.27
<br />26.00
<br />49.53
<br />31.18
<br />75.30
<br />90.21
<br />77.03
<br />55.02
<br />49.75
<br />LEGEND:
<br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED.
<br />REFERENCE MONUMENT TABLE FOR DESCRIPTION-
<br />* SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED "LEI OREGON".
<br />A CALCULATED POINT ALC ALUMINUM CAP
<br />O RECORD DISTANCE: PP 2018-057 RPC RED PLASTIC CAP
<br />{ } RECORD DISTANCE: BP5 PP PARTITION PLAT
<br />[ ] RECORD DISTANCE: BP3 YPC YELLOW PLASTIC CAP
<br />MCSR MARION COUNTY SURVEY RECORD
<br />BP5 "BOONES CROSSING PHASE 5 PUD" VOLUME 48, PAGE 85
<br />BP3 "BOONES CROSSING PHASE 3" VOLUME 47, PAGE 93
<br />125.00
<br />125.00
<br />150.00
<br />150.00
<br />125.00
<br />150.00
<br />175.00
<br />125.00
<br />25.00
<br />18°54' 54"
<br />11°54'58"
<br />18°55'09"
<br />11 °54' 42"
<br />34°30'48"
<br />34°27'28"
<br />25013' 12"
<br />25013' 18"
<br />114°01'20"
<br />N230 21' 54"E
<br />N690 29' 36"E
<br />S550 57' 18"E
<br />S400 32' 2YE
<br />N550 57' 10"W
<br />N400 32' 15"W
<br />S170 19' 30"E
<br />N170 I8' II"W
<br />S770 55' 22"W
<br />S770 55' 22"W
<br />N320 271 22" W
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />r`f t
<br />OREGON --
<br />JANUARY 17, 1995
<br />L. M. ALLEN
<br />2688
<br />BORES 12/31/2023
<br />118.74
<br />19.82
<br />41.08
<br />25.95
<br />49.31
<br />31.13
<br />RECORD CHORD
<br />LENGTH
<br />(118.73)
<br />(19.80)
<br />[41.061
<br />(26.03)
<br />(49.27)
<br />(31.24)
<br />(74.15)
<br />(88.98)
<br />(76.28)
<br />(54.49)
<br />41.94 I (4.1.94)
<br />W ENGINEERING
<br />IF
<br />r SURVEYING
<br />2564 19TH ST. SE TEL 503-399-382E
<br />SALEM, OR. 97302 FAX 503-365-1852
<br />CLIENT:
<br />WEST COAST HOME SOLUTIONS, LLC
<br />25050 SW PARKWAY AVE, SUITE 110
<br />WILSONVILLE, OR 97070
<br />DRAWN: FIELD:
<br />G_ MALDONADO J. VAN AGTMAEL
<br />CALL' D: CHECKED:
<br />L.M. ALLEN I L.M. ALLEN
<br />RECORD CHORD
<br />DIRECTION
<br />(N230
<br />21' 18"E)
<br />(N690 33' 18"E)
<br />[N550
<br />59' 32"W]
<br />(S400
<br />33' 43"E)
<br />(N550
<br />59' 32"W)
<br />(N40°
<br />33' 39" W)
<br />(S170
<br />19' 56"E)
<br />(N170
<br />19` 50"W)
<br />(S770
<br />56' 18"W)
<br />(S770 56' 18"W)
<br />(N320
<br />27' 33"W)
<br />PROJECT:
<br />60-19
<br />DRAWING NO.:
<br />60-19_ROS.DWG
<br />FIELD DATE:
<br />4-20-2022
<br />SCALE:
<br />I" = 100'
<br />PAGE:
<br />I OF I
<br />
|