RECORD OF SURVEY
<br />A TRACT OF LAND LOCATED IN THE
<br />ELSE? NW ONE-QUARTER OF SECTION 11,
<br />17 COLBATN- TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAP
<br />DICKSON'S 30' 30' v I E H S CITY OF SALEM, MARION COUNTY, OREGON
<br />16 HEOCK 2 EO?GETpWIV 30'130' AUGUST 16,2021
<br />ADDITION rn Iw BLG BLOCK I FOR: DR HORTON
<br />BLOCK 1 �r N 1 2 1 3
<br />15 16 r-, 00 0 5
<br />17 0 o ALBERT DR. SE o u-113
<br />Z V� o N 88009'28" W m
<br />om ALBERT DR. SE °35,15 o j
<br />o N 88°47'29" W m 5�5 SER GEORGETOWN
<br />N p,1N'E N-�S BLOCK 4 z
<br />14 �� C� E� NEK 3 1 2 3 4 Q
<br />42 30 30 v 1310 1 1 2 (70')(4) (110')(4*) 0' 30'
<br />❑ 69.69' .-110.39'
<br />20 32 F3 1 rf-i ® F 1 11
<br />O
<br />EXISTING 10i EASEMENT
<br />VOLUME 777, PAGE 463
<br />15
<br />DICKSON'S ADDITION 41
<br />BLOCK 2
<br />16 r+ _
<br />N
<br />N M
<br />r4
<br />17 r.4,
<br />o LA_NSFORD DR. SE 38
<br />o N 88°11'53" W —
<br />37
<br />N nJ
<br />1 "rn
<br />0000
<br />2
<br />DICKSON'S
<br />2ND ADDITION
<br />BLOCK 1
<br />3
<br />4
<br />5
<br />1
<br />DICKSON'S
<br />2ND 2
<br />ADDITION 35
<br />BLOCK 4
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<br />Ln m
<br />Ln
<br />(120.00')(2) 0 o0 30'
<br />120.36'
<br />EXISTING 10'X 25'
<br />SEWER EASEMENT
<br />VOLUME 603, PAGE 528
<br />WEST 1/4 CORNER
<br />SECTION 10 ( 11
<br />rn
<br />HILFIKER LN. SE 21
<br />o N 87°48'01" W 7
<br />m 23 44 cn 153.27' L1 1 68.30' i L2 109.79'
<br />129.92'
<br />' 74.96'' 24 L525 L4 (130.01 R5) rn
<br />C 26 27
<br />1
<br />)8/18/2021 BY 2 3 4 RWILDRIDGEI� WILDRIDGE
<br />JNTY SURVEYOR.BLOCK 1 CHAPARRAL DR. SE p BLOCK 4
<br />FOR FILING ON I I 30' 30'
<br />MCSR 39475
<br />3
<br />(N00 -21W 135.00')(4)
<br />N 01049'37" E 134.90'
<br />2
<br />17
<br />1 18
<br />-XI 6 / 38009'2811E 1212.92'
<br />(WEST 1213.36D)uj
<br />�x
<br />ROSEWAY CT. SE -
<br />19
<br />wx
<br />I� I
<br />I
<br />I I
<br />I I
<br />RESERVATION OF UTILITIES WITHIN -,,"".I I
<br />40' VACATED ROADWAY
<br />PER VOLUME 760, PAGE 493 140' I
<br />I
<br />I I
<br />PARCEL I
<br />REEL 1224 PAGE 737
<br />N87°28'04"W 12- 1—i,12'
<br />(S89026'E 1121.1' D)
<br />IHILFIKER TRUST
<br />REEL 1788, PAGE 283
<br />�-�-- 30' ROADWAY &
<br />UTILITY EASEMENT
<br />REEL 1788, PAGE 283
<br />Lu
<br />00 10
<br />V) N
<br />00 i
<br />w
<br />6 old 42'
<br />? of
<br />al. o I
<br />z1
<br />V ARES �
<br />09 G
<br />oN 88009'28" W
<br />00 s
<br />GEORGETOWNO
<br />N �
<br />rn 00 1 N
<br />BLOCK 3 ;° rj 00 fid'
<br />("D,
<br />20
<br />20 21 22 23 24 iol o I m
<br />000 Ln
<br />3
<br />N
<br />MCSR 39475
<br />LEGEND
<br />4
<br />5/8" X 30" IRON ROD WITH YELLOW PLASTIC
<br />[3 0'
<br />CAP MARKED "EMERIO DESIGN"
<br />SET ON 8-16-2021
<br />•
<br />FOUND MONUMENT AS NOTED IN TABLE
<br />FLUSH UNLESS OTHERWISE NOTED
<br />—
<br />EXISTING CENTERLINE
<br />EXISTING BOUNDARY
<br />EXISTING RIGHT OF WAY
<br />EXISTING LOT LINE
<br />EXISTING EASEMENT
<br />X
<br />EXISTING FENCE LINE
<br />— — — — — —
<br />PROLONGATION LINE
<br />(D) / (R#)
<br />REFERENCE NUMBER SEE TABLE (SEE PAGE 2)
<br />REF'D
<br />REFERENCED
<br />PC
<br />POINT OF CURVATURE
<br />ROW
<br />RIGHT OF WAY
<br />PC
<br />POINT OF CURVATURE
<br />PT
<br />POINT OF TANGENCY
<br />DLC DONATION LAND CLAIM
<br />Ln
<br />0 Ln s
<br />��F
<br />05 DN DOWN
<br />N
<br />I° C0Q RR RAILROAD
<br />06 o FF AL ALUMINUM
<br />20.31' �'QQ 08 '1, CL CENTERLINE
<br />35'
<br />EXISTING SLOPE EASEMENT-- F ( *) CALCULATED VALUE FROM NOTED RECORD
<br />PER REEL 1228, PAGE 122 I nO
<br />S01052'53"W 185.17'
<br />(N00023'15"W 185.17' D2)
<br />4' WIRE x 11
<br />S88007'07"E 5.00' 1
<br />(S 89°36'45"W 5.00' D2) x
<br />x
<br />x
<br />30'1
<br />_1�
<br />X w
<br />0
<br />ui
<br />00
<br />00
<br />4' WIRE x Lo
<br />X N
<br />Ln
<br />x Lno
<br />I I
<br />X w
<br />V)
<br />140' I (r
<br />O
<br />I + 30' INGRESS/EGRESS EASEMENT 0
<br />�}-- REEL 1224, PAGE 737 �_
<br />mo
<br />F7
<br />I
<br />I f -X PARCEL II
<br />TREE 1224
<br />PAGIE 737 ❑7
<br />x�
<br />0 SE< LOT 9 30'
<br />CITY OF SALEM(a) ' 30
<br />REEL 2110, PAGE 450 S 87027'28"E 30.00
<br />BASIS OF BEARINGS
<br />THE BASIS OF BEARINGS IS BASED ON: OREGON STATE PLANE
<br />NORTH ZONE, NAD83(2011), EPOCH 2010.00.
<br />BEING S 01052'53" W BETWEEN MONUMENTS #9 AND #29.
<br />co
<br />000 Z
<br />Q N r -I (n
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<br />m03 q _>
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<br />OrnLn�o D
<br />N U N N7n Ln 0
<br />m
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<br />12 Z
<br />O
<br />I-
<br />13 °C
<br />MCSR MARION COUNTY SURVEY RECORDS
<br />MCBOTP MARION COUNTY BOOK OF TOWN PLATS
<br />REFERENCES
<br />(1) - PLAT OF DICKSON'S ADDITION - V. 14, P. 52 MCBOTP
<br />(2) - PLAT OF DICKSON'S 2ND ADDITION - V. 17, P. 46 MCBOTP
<br />(3) - PLAT OF COLBATH-ELSER VIEW HEIGHTS - V. 26, P.30 MCBOTP
<br />(4) - PLAT OF GEORGETOWN - V. 34, P. 41 MCBOTP
<br />(5) - PLAT OF WILDRIDGE - V. 35, P.40 MCBOTP
<br />(6) - PLAT OF R.M. TONE - V. 15, P. 48 MCBOTP
<br />(7) - MCSR 33912
<br />(8) - MCSR 18931
<br />(9) - MCSR 29688
<br />(10) - MCSR 23793
<br />(D) - VESTING DEED - REEL 1224, PAGE 737
<br />(D2) - DEDICATION TO CITY - REEL 1228, PAGE 121
<br />® BOUNDARY NOTES
<br />1 - CONCRETE WALL 0.2' NORTH OF NORTH LINE
<br />2 - WOOD WALL 0.4' NORTH OF NORTH LINE
<br />14 3 - BLOCK WALL 0.7' NORTH OF NORTH LINE
<br />4 - WOOD WALL 0.3' NORTH OF NORTH LINE
<br />Sy�L 5 - WOOD FENCE ON LINE
<br />`rSJ,°q�I/,q 6 - WOOD FENCE 0.9' NORTH OF NORTH LINE
<br />�s, Lac 7 - WIRE FENCE ON LINE
<br />8 - WIRE FENCE CROSSES WEST LINE
<br />9 - WIRE FENCE 3'+/- WEST OF WEST LINE
<br />(WEIGHTED DOWN IN HEAVY BRUSH)
<br />29
<br />LINE TABLE
<br />Z L1 - N 02031'56" E 29.69'
<br />O 28 (30.00')(5)
<br />L2 - N 02031'56" E 29.77'
<br />(30.00')(5)
<br />co0
<br />T L3 - N 0104332" E 30.00
<br />Z\ CURVE TABLE (So0°09'E 30.00' R5)
<br />CURVE 1
<br />R=525.00'(7) L4 - S 87028'04" E 60.18'
<br />A-55°32'14"(7) (S89020'E 60.29' 115)
<br />L=508.89'(7) ° ,
<br />CB=S 25037'43" E L5 - S 87 28 04 E 68.30
<br />CB=(S28°09'22"E)(7) (S89020'E 68.01' R5)
<br />CD=489.20'(7)
<br />100' 0 50' 100' 200'
<br />30
<br />SCALE: 1" =100'
<br />E3NIERIO
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />ENGINEERING ■ SURVEYING ■ DESIGN
<br />6445 SW FALLBROOK PLACE, SUITE 100
<br />OREGON BEAVERTON, OREGON 97008
<br />JULY 12, 2005 TEL: (503) 746-8812
<br />ERIC D. LYNCH FAX: (503) 639-9592
<br />44 www.emeriodesign.com
<br />EXPIRES 12-31-22 EMERIO JOB: 0472-003
<br />PAGE 1 OF 2
<br />[3 0'
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<br />X N
<br />Ln
<br />x Lno
<br />I I
<br />X w
<br />V)
<br />140' I (r
<br />O
<br />I + 30' INGRESS/EGRESS EASEMENT 0
<br />�}-- REEL 1224, PAGE 737 �_
<br />mo
<br />F7
<br />I
<br />I f -X PARCEL II
<br />TREE 1224
<br />PAGIE 737 ❑7
<br />x�
<br />0 SE< LOT 9 30'
<br />CITY OF SALEM(a) ' 30
<br />REEL 2110, PAGE 450 S 87027'28"E 30.00
<br />BASIS OF BEARINGS
<br />THE BASIS OF BEARINGS IS BASED ON: OREGON STATE PLANE
<br />NORTH ZONE, NAD83(2011), EPOCH 2010.00.
<br />BEING S 01052'53" W BETWEEN MONUMENTS #9 AND #29.
<br />co
<br />000 Z
<br />Q N r -I (n
<br />Lu
<br />m03 q _>
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<br />N U N N7n Ln 0
<br />m
<br />Q 0 O
<br />m o z
<br />w
<br />12 Z
<br />O
<br />I-
<br />13 °C
<br />MCSR MARION COUNTY SURVEY RECORDS
<br />MCBOTP MARION COUNTY BOOK OF TOWN PLATS
<br />REFERENCES
<br />(1) - PLAT OF DICKSON'S ADDITION - V. 14, P. 52 MCBOTP
<br />(2) - PLAT OF DICKSON'S 2ND ADDITION - V. 17, P. 46 MCBOTP
<br />(3) - PLAT OF COLBATH-ELSER VIEW HEIGHTS - V. 26, P.30 MCBOTP
<br />(4) - PLAT OF GEORGETOWN - V. 34, P. 41 MCBOTP
<br />(5) - PLAT OF WILDRIDGE - V. 35, P.40 MCBOTP
<br />(6) - PLAT OF R.M. TONE - V. 15, P. 48 MCBOTP
<br />(7) - MCSR 33912
<br />(8) - MCSR 18931
<br />(9) - MCSR 29688
<br />(10) - MCSR 23793
<br />(D) - VESTING DEED - REEL 1224, PAGE 737
<br />(D2) - DEDICATION TO CITY - REEL 1228, PAGE 121
<br />® BOUNDARY NOTES
<br />1 - CONCRETE WALL 0.2' NORTH OF NORTH LINE
<br />2 - WOOD WALL 0.4' NORTH OF NORTH LINE
<br />14 3 - BLOCK WALL 0.7' NORTH OF NORTH LINE
<br />4 - WOOD WALL 0.3' NORTH OF NORTH LINE
<br />Sy�L 5 - WOOD FENCE ON LINE
<br />`rSJ,°q�I/,q 6 - WOOD FENCE 0.9' NORTH OF NORTH LINE
<br />�s, Lac 7 - WIRE FENCE ON LINE
<br />8 - WIRE FENCE CROSSES WEST LINE
<br />9 - WIRE FENCE 3'+/- WEST OF WEST LINE
<br />(WEIGHTED DOWN IN HEAVY BRUSH)
<br />29
<br />LINE TABLE
<br />Z L1 - N 02031'56" E 29.69'
<br />O 28 (30.00')(5)
<br />L2 - N 02031'56" E 29.77'
<br />(30.00')(5)
<br />co0
<br />T L3 - N 0104332" E 30.00
<br />Z\ CURVE TABLE (So0°09'E 30.00' R5)
<br />CURVE 1
<br />R=525.00'(7) L4 - S 87028'04" E 60.18'
<br />A-55°32'14"(7) (S89020'E 60.29' 115)
<br />L=508.89'(7) ° ,
<br />CB=S 25037'43" E L5 - S 87 28 04 E 68.30
<br />CB=(S28°09'22"E)(7) (S89020'E 68.01' R5)
<br />CD=489.20'(7)
<br />100' 0 50' 100' 200'
<br />30
<br />SCALE: 1" =100'
<br />E3NIERIO
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />ENGINEERING ■ SURVEYING ■ DESIGN
<br />6445 SW FALLBROOK PLACE, SUITE 100
<br />OREGON BEAVERTON, OREGON 97008
<br />JULY 12, 2005 TEL: (503) 746-8812
<br />ERIC D. LYNCH FAX: (503) 639-9592
<br />44 www.emeriodesign.com
<br />EXPIRES 12-31-22 EMERIO JOB: 0472-003
<br />PAGE 1 OF 2
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