|
NARRATIVE
<br />27, a 9 ®F 3
<br />THE PURPOSE OF THIS SURVEY IS TO REPLAT LOT 21 AND A FRACTION OF 20, SAVE
<br />W.M.
<br />AND EXCEPTTHE NORTHERLY 10 FEETTHEREOF, IN BLOCK 4, GATESVILLE, AS
<br />1 o
<br />DESCRIBED IN REEL 2013, PAGE 324, MARION COUNTY DEED RECORDS, INTO A
<br />{N85°00'00"W 560.00'} 10
<br />SINGLE UNIT OF LAND, AS ALLOWED BY CITY OF GATES DECISION PLA 21-02. THE
<br />BASIS OF BEARING IS ALONG THE WEST LINE OF LOUISA STREET AS GRID,
<br />BLOCK 4.
<br />OREGON COORDINATE REFERENCE SYSTEM, SALEM ZONE, NAD83(2011), EPOCH N 154668.73
<br />COUNTY,
<br />2010.00. E 336331.40 j
<br />MONUMENTTABLE
<br />GATESVILLE MAY NEVER HAVE BEEN MONUMENTED. SUBSEQUENT SURVEYS
<br />o
<br />HAVE PERFORMED PIECEMEAL RETRACEMENTS BEGINNING IN 1951 WITH MCSR
<br />= FOUND AND HELD MONUMENT, SEE TABLE
<br />34436. MCSR 19060 USED THE MONUMENTS SET IN MCSR 34436 FOR THE MOST
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "LAND
<br />COMPREHENSIVE RETRACEMENT IN THE AREA OF STUDY.
<br />ALONG SAID SOUTH LINE SOUTH 67010'22" WEST 142.26 FEETTO THE
<br />I HELD MONUMENTS 109, 107, 119, AND 129 AS THE NORTH RIGHT OF WAY OF SORBIN
<br />AVENUE, AND OFFSET IT RECORD DISTANCE TO RETRACE THE SOUTH RIGHT OF
<br />1�P
<br />WAY.
<br />°
<br />HELD MONUMENTS 120, 106, AND 105 AS THE WEST RIGHT OF WAY OF O'TOOLE
<br />10 o
<br />STREET AND THE EAST LINE OF THE SUBJECT PARCEL.
<br />o 0
<br />1/2" IRON PIPE TIED IN MCSR 34262, FLUSH
<br />0 0
<br />I WAS ABLE TO TRACE A LINE OF BEST FIT BETWEEN MONUMENTS 108, 104, 103,
<br />'-'-' w
<br />AND 116 FOUND IN MCSR 34262 FOR THE CENTRAL LOT LINE OF BLOCK 4 AND THE
<br />o 0
<br />WEST LINE OF THE SUBJECT PARCEL.
<br />o 0
<br />_ _
<br />o
<br />C)o
<br />THE BEARING OF EAST -WEST LOT LINES IN BLOCK 4 WAS INCONCLUSIVE. I
<br />3/4" IRON PIPE PER MCSR 19038, S05°11'41"W 0.23' FROM
<br />REI -RACED THE NORTH LINE OF LOT 7 BETWEEN MONUMENTS 111 AND 116. 1 USED
<br />LINE.
<br />THAT BEARING FOR THE SOUTH LINE OF LOTS 7 AND 19. 1 HELD DEED DISTANCE
<br />= SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />OF TEN FEET ALONG THE EAST AND WEST LINES OF LOT 20.
<br />CALCULATED POSITION, UP 0.4'
<br />1 ROTATED THE WEST RIGHT OF WAY OF LOUISA STREET AT MONUMENT 112 A
<br />o
<br />SCRIBED "MULTI/TECH ENG." FLUSH WITH GROUND
<br />W 'RTITI ON PLAT No. 202�,�
<br />A .42,
<br />IN THE SE 1/4 SEC.
<br />SH
<br />27, a 9 ®F 3
<br />®;
<br />W.M.
<br />B''N AVE (60')
<br />1 o
<br />o
<br />{N85°00'00"W 560.00'} 10
<br />-"
<br />BLOCK 4.
<br />CITY OF GATES,OREGON MARION
<br />COUNTY,
<br />o
<br />c:5co
<br />MONUMENTTABLE
<br />�`6
<br />o
<br />= FOUND AND HELD MONUMENT, SEE TABLE
<br />100.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "LAND
<br />11/4" IRON PIPE PER MCSR 19060, FLUSH
<br />ALONG SAID SOUTH LINE SOUTH 67010'22" WEST 142.26 FEETTO THE
<br />MARKERS" PER MCSR 34262, FLUSH
<br />0.1® 7 ^ �
<br />°
<br />0
<br />NORTH 05°11'29" EAST 150.59 FEETTO THE TRUE POINT OF BEGINNING AND
<br />101.
<br />3/4" IRON PIPE, UP 1.2' AND LEANING EAST, N84048'19"W 0.66'
<br />1/2" IRON PIPE TIED IN MCSR 34262, FLUSH
<br />I SET MONUMENTS AT THE TOP OF BLUFF OF THE SANTIAM RIVER ON THE SOUTH
<br />1®
<br />(725.001 )10 °71`05"W 125.36')CD"'
<br />= FOUND MONUMENT OUT OF POSITION, SEE TABLE
<br />FROM CALCULATED CORNER, NO RECORD
<br />C)
<br />co
<br />=�
<br />_ _
<br />102.
<br />3/4" IRON PIPE PER MCSR 19038, S05°11'41"W 0.23' FROM
<br />C:)
<br />LINE.
<br />= SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />BY:
<br />CALCULATED POSITION, UP 0.4'
<br />13
<br />o
<br />SCRIBED "MULTI/TECH ENG." FLUSH WITH GROUND
<br />103.
<br />1/2" IRON PIPE TIED IN MCSR 34262, UP 0.3'
<br />SURVEYOR'S CERTIFICATE
<br />� �
<br />o
<br />104.
<br />1/2" IRON PIPE INSIDE 11/4" IRON PIPE PER MCSR 19060, UP 0.3'
<br />o
<br />0 o N85°03'27V554 77'
<br />pp
<br />= CALCULATED POINT
<br />105.
<br />11/4" IRON PIPE PER MCSR 19060, FLUSH
<br />c:)
<br />0
<br />CD
<br />°v
<br />cr:'
<br />MCSR =MARION COUNTY SURVEY RECORD
<br />106.
<br />11/4" IRON PIPE PER MCSR 19060, N23 -18-07E 0.23' FROM
<br />� o
<br />cf)BOTP
<br />-
<br />MCDR =MARION COUNTY DEED RECORD
<br />1" IRON ROD PER MCSR 34436, DOWN 1.0'
<br />CALCULATED CORNER, FLUSH IN CONCRETE DRIVEWAY
<br />c.D o
<br />�
<br />= BOOK OF TOWN PLATS
<br />107.
<br />11/4" IRON PIPE PER MCSR 19060, S69015'40"E 0.27' FROM
<br />N o
<br />o�'
<br />P. =PAGE
<br />„
<br />1 1/4 IRON PIPE PER MCSR 19060, FLUSH
<br />CALCULATED CORNER, FLUSH
<br />0
<br />-
<br />o cv
<br />V. = VOLUME
<br />108.
<br />11/4" IRON PIPE PER MCSR 19060, FLUSH
<br />o
<br />C:)
<br />O
<br />®
<br />R =REEL
<br />109.
<br />11/4" IRON PIPE PER MCSR 19060, FLUSH WITH 5/8" IRON ROD
<br />o
<br />In
<br />N
<br />[ ] =RECORD AND MEASURED DATA PER SURVEY
<br />WITH YELLOW PLASTIC CAP SCRIBED "ANDREWS RLS 1626" PER
<br />0 0
<br />N
<br />o
<br />OR DEED NOTED
<br />PER P.P. 2000-103, FLUSH
<br />P.P. 2000-103 N57011'29"E 0.27'
<br />LO
<br />o
<br />`-
<br />( ) = RECORD DATA PER SURVEY OR DEED NOTED
<br />110.
<br />3/4° IRON PIPE TIED IN P.P. 2000-103, UP Q4'
<br />Co ®
<br />z
<br />o
<br />{ } =CALCULATED RECORD DATA PER SURVEYOR
<br />111.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "LAND
<br />o
<br />o
<br />o
<br />(7.00')
<br />8 DEED NOTED
<br />124.87
<br />MARKERS" PER MCSR 34262 FLUSH
<br />°
<br />"ANDREWS
<br />124.95° (125.00') 4 :
<br />7.47'
<br />112.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />N84057'22"W 0.59'
<br />®o
<br />o
<br />®
<br />3
<br />RLS 1626", NO RECORD, HELD NORTH -SOUTH,
<br />N o
<br />o �1 �
<br />o
<br />o o
<br />FROM LINE, FLUSH
<br />SOR
<br />.--, j --,,
<br />N85°03°2T'W 560-44'D
<br />113.
<br />3/4" IRON PIPE PER MCSR 19030, FLUSH
<br />RECORD DEFLECTION OF 90 DEGREES TO FIND THE NORTHEAST CORNER OF LOT 11,
<br />z 5
<br />{N85°00100"W
<br />�Oti
<br />B''N AVE (60')
<br />1 o
<br />o
<br />{N85°00'00"W 560.00'} 10
<br />-"
<br />BLOCK 4.
<br />6 p o
<br />1 (N84°53'00"W 124.51' `- ;
<br />18
<br />o
<br />c:5co
<br />�
<br />) 6 a�
<br />N85°11'05"W 124.91'
<br />o
<br />SIDE OF A BLUFF OVER LOOKING THE NORTH SANTIAM RIVER; THENCE
<br />I
<br />115.
<br />11/4" IRON PIPE PER MCSR 19060, FLUSH
<br />ALONG SAID SOUTH LINE SOUTH 67010'22" WEST 142.26 FEETTO THE
<br />I �124.89' {125.00'} 3
<br />0.1® 7 ^ �
<br />°
<br />0
<br />NORTH 05°11'29" EAST 150.59 FEETTO THE TRUE POINT OF BEGINNING AND
<br />o
<br />116.
<br />1/2" IRON PIPE TIED IN MCSR 34262, FLUSH
<br />I SET MONUMENTS AT THE TOP OF BLUFF OF THE SANTIAM RIVER ON THE SOUTH
<br />1®
<br />(725.001 )10 °71`05"W 125.36')CD"'
<br />o c,:85
<br />-
<br />124.68' (125.00) 4
<br />1���
<br />_ _
<br />o
<br />118.
<br />5/8" IRON ROD, FLUSH, NO RECORD
<br />LINE.
<br />N
<br />BY:
<br />r7 110
<br />13
<br />8 0
<br />0
<br />119.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "ANDREWS"
<br />SURVEYOR'S CERTIFICATE
<br />N
<br />o
<br />CD c—
<br />o
<br />o
<br />0 o N85°03'27V554 77'
<br />9
<br />PER MCSR 37376, FLUSH
<br />A REGISTERED PROFESSIONAL LAND SURVEYOR IN
<br />c?
<br />o;
<br />ROBERT D. HAMMAN
<br />co
<br />� o
<br />{N85°00'00"W �} 10
<br />560.00
<br />-
<br />120.
<br />1" IRON ROD PER MCSR 34436, DOWN 1.0'
<br />I, ROBERT D. HAMMAN,
<br />c.D o
<br />�
<br />2 1
<br />�
<br />^, N 0
<br />CN
<br />00 0
<br />{S85000'00"E 185.001 10 0 o
<br />121.
<br />„
<br />1 1/4 IRON PIPE PER MCSR 19060, FLUSH
<br />OREGON, DO HEREBY CERTIFY THAT I HAVE SURVEYED AND MARKED WITH
<br />cr N
<br />-
<br />60
<br />{N85°00'00° 10
<br />W} (125.00'
<br />L
<br />o
<br />o
<br />71 0
<br />122.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "ANDREWS"
<br />PROPER MONUMENTS THE LAND REPRESENTED ON THE ATTACHED MAPIII
<br />c,
<br />�0
<br />'� ° ) 10
<br />84 58'11"W 124'g0,
<br />o�
<br />V) o
<br />PER P.P. 2000-103, FLUSH
<br />THE BOUNDARY OF WHICH IS DESCRIBED AS FOLLOWS:
<br />^
<br />U-
<br />,
<br />���
<br />[N85°00 ®"
<br />®W] 4
<br />o
<br />w o
<br />123.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED "ANDREWS"
<br />o
<br />� o
<br />01-
<br />124.87
<br />10�' c0 �,
<br />0 o
<br />®o
<br />o
<br />®
<br />3
<br />(125.00 ) 4
<br />N o
<br />o �1 �
<br />o
<br />o o
<br />PER P.P. 2000-103, S84056'48"E 0.24' FROM CALCULATED
<br />„
<br />COMMENCING AT A 1/2 IRON PIPE ATTHE CORNER COMMON TO LOTS 6, 7,
<br />_
<br />cn �,
<br />o,
<br />�
<br />� BLOCJ�C 15
<br />m 0
<br />o o
<br />M o
<br />co
<br />POSITION, FLUSH
<br />18, AND 19, BLOCK 4, GATESVILLE AS RECORDED IN VOLUME 2, PAGE 8,
<br />o
<br />Q °
<br />w o
<br />0 0
<br />V 02, P. 08
<br />0
<br />REFERENCE SURVEYS
<br />o
<br />o o
<br />124.
<br />„
<br />1/2 IRON PIPE PER MCSR 13528 FLUSH
<br />MARION COUNTY BOOK OF TOWN PLATS IN THE SOUTHEAST QUARTER OF
<br />- =
<br />s,
<br />o =
<br />1. MCSR 13528
<br />r
<br />"ANDREWS"
<br />SECTION 27, TOWNSHIP 9 SOUTH, RANGE 3 EAST OF THE WILLAMETTE
<br />v
<br />�
<br />N N
<br />o
<br />co 4
<br />o ��.! _
<br />o o
<br />r
<br />/ 2. MCSR 19030
<br />�, r -
<br />125.
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP SCRIBED
<br />PER P.P. 2000-103, FLUSH
<br />MERIDIAN, CITY OF GATES, MARION COUNTY, OREGON; THENCE ALONG THE
<br />w w
<br />o� (N84053'00"W 125.11') 6 �
<br />o 0 0
<br />0 0
<br />3. MCSR 19038
<br />Q Lq o
<br />EAST LINE OF SAID LOT 7 AND ITS EXTENSION SOUTH 05°11'29" WEST 49.97
<br />o r--
<br />0
<br />0 °
<br />1 N8`5 0514 W 124.90' 3
<br />16
<br />r-- LO o
<br />CD o
<br />co co
<br />a0
<br />.�
<br />4. MCSR 19060
<br />0 0 0
<br />"'
<br />127.
<br />1/2" IRON ROD PER MCSR 21679
<br />FEETTO A 5/8" IRON ROD ATTHE NORTHWEST CORNER OFTHE TRACT OF
<br />o
<br />,0 1�
<br />125.07' (125.00') 10
<br />0 con
<br />5. MCSR 21679
<br />`v con o
<br />128.
<br />1/2 IRON ROD PER MCSR 21679 UP 0.8
<br />,
<br />LAND DESCRIBED IN REEL 2013, PAGE 324, MARION COUNTY DEED
<br />o
<br />® z
<br />.0
<br />N84° ��
<br />5134 W 78513'
<br />-- -
<br />-
<br />6. MCSR 34262
<br />o
<br />m I -
<br />129.
<br />3/4 IRON PIPE PER MCSR 34436, DOWN 1.0
<br />RECORDS BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE
<br />z 5
<br />{N85°00100"W
<br />NORTH LINE THEREOF SOUTH 85011'05" EAST 125.38 FEEI"TO A 5/8 IRON
<br />185.00'}
<br />17
<br />1(
<br />ROD ON THE WEST RIGHT OF WAY OF O'TOOLE STREET, THENCE ALONG
<br />l-
<br />cl�SAID
<br />WEST RIGHT OF WAY SOUTH 05°03'12" WEST 84.58 FEET TO THE
<br />6 p o
<br />1 (N84°53'00"W 124.51' `- ;
<br />18
<br />o
<br />c:5co
<br />GATESVILLE
<br />SOUTHEAST CORNER OF LOT 21, BLOCK 4, BEING ON THE
<br />) 6 a�
<br />N85°11'05"W 124.91'
<br />°
<br />{N85 00 00 W} (125.00')
<br />SIDE OF A BLUFF OVER LOOKING THE NORTH SANTIAM RIVER; THENCE
<br />CD —��
<br />- - ®
<br />�1 N`85°11'05"W 125.26'
<br />10
<br />ALONG SAID SOUTH LINE SOUTH 67010'22" WEST 142.26 FEETTO THE
<br />SOUTHWEST CORNER THEREOF, ALSO BEING ON SAID BLUFF; THENCE
<br />0.1® 7 ^ �
<br />o
<br />NORTH 05°11'29" EAST 150.59 FEETTO THE TRUE POINT OF BEGINNING AND
<br />``' o o 19
<br />O
<br />0
<br />CONTAINING 14,758 SQUARE FEET, MORE OR LESS.
<br />M{N85°00,00"W}
<br />N8501105„W 124.91
<br />1®
<br />(725.001 )10 °71`05"W 125.36')CD"'
<br />o c,:85
<br />REGISTERE,
<br />{N85°00100-,
<br />10.0:0°
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />PROFESSIONAL
<br />W} (125.001) 10
<br />BY:
<br />LAND SURVEYOR
<br />8 0
<br />INITIAL POINT
<br />CD c—
<br />o
<br />9
<br />PARCEL 1
<br />ROBERT D. HAMMAN
<br />OREGON
<br />14,758 S.F.00
<br />PROFESSIONAL LAND SURVEYOR NO. 64202LS
<br />J'U'LY D.` AM
<br />ROBERT D.1-1
<br />o N
<br />10 0
<br />42 2 LS
<br />`L
<br />00 0
<br />{S85000'00"E 185.001 10 0 o
<br />-
<br />EXPIRES: 6-30-2023
<br />S84°57'2- 2"E 84.8CD z
<br />N11
<br />60
<br />- CD
<br />L
<br />CD
<br />71 0
<br />STATE OF OREGON4
<br />\S
<br />S.S.
<br />COUNTY OF MARION N 153951.59 12 15.00'
<br />E 336268.10
<br />DO HEREBY CERTIFY THATTHE ATTACHED PARTITION PLAT No. �® Z -,
<br />WAS RECEIVED FOR RECORDING ON THE,, DAY OF 2022- AT
<br />O'CLOCK M, AND RECORDED IN THE BOOK OF PARTITION PLATS. IT IS
<br />ALSO RECORDED IN THE MARION COUNTY DEED RECORDS IN REEL -�
<br />PAGE 3
<br />BILL BURGESS, MARION COUNTY CLERK
<br />/ �� z"',
<br />BY:-
<br />falls] fall aa021
<br />PLAT NOTES
<br />POWER TRANSMISSION EASEMENT RECORDED IN VOLUME 624,
<br />PAGE 061, MARION COUNTY DEED RECORDS.
<br />1" = 60' 7. MCSR 34436
<br />05/26/2021 8. MCSR 37376
<br />CD D #7277 9. P.P. 2000-103
<br />ol o 0 10. GATESVILLE V. 02, P. 08, BOTP
<br />°00000
<br />CD
<br />o co REFERENCE DEEDS
<br />D1. R. 2013, P. 324, MCDR
<br />- - - -
<br />724.64'(725.001) 10 01
<br />N8405515311W 184.75' -
<br />{N85000'00"W 185.00'} 10 N84°32`45°W 125.26`
<br />(N84°53`00"W 125.159 5
<br />APP ALS
<br />mm
<br />OR, OF GATES
<br />l
<br />FITARIMSTIMM
<br />1 BY-
<br />ERALD ORR
<br />STATE OF OREGON
<br />S.S.
<br />DATE COUNTY OF MARION
<br />ON THIS q— in DAY OF t . —GERALD ORR PERSONALLY APPEARED
<br />I -
<br />BEFORE ME, A NOTARY PUBLIC FOR OREGON, WHO ACKNOWLEDGED THE
<br />FOREGOING INSTRUMENTTO BE HIS VOLUNTARY ACT AND DEED.
<br />SIGNATURE
<br />NOTARY PUBLIC - OREGON
<br />1�nN� &I f
<br />MARION COUNTY ASS SSO DATE COMMISSION NO. 1016
<br />TAXES AND ASSESSMENTS ON THE ABOVE DESCRIBED PROPERTY HAVE 50,w40t'r 141 2-025—
<br />BEEN PAID IN FULL TO '(2 )uwe Z v Z Z MY COMMISSION EXPIRES -c` 4 ' "
<br />0
<br />BY:
<br />_Z11 . �� Z-711 MULTI/TECH ENGINEERING SERVICES, INC.
<br />DATE 1155 13TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />
|