HomeMy WebLinkAboutPlat, Recorded APPLICANT 5/11/2021-ILLEGIBLE
REGISTERED
33'
PROFESSIONAL
D STREET LAND SURVEYOR
66 (RI)RIGHT OF WAY`
33' OREGON
JANUARY 14, 2003
5I8" IR W/ YPC N89°49'0811W 676.54' RYAN M. ERICKSON
"CITY SURVEYOR" 55524
EXPIRES: 12/31/21
�G c AcRalociates, Inc.
Engineers, Geologists, and Surveyors
r
.CITY OF SPRINGFIELD PLANNING NUMBER 811-21-000111-TYPI 2
ASSESSORS MAPiLOT 17-03-36-23-03300 2535B Prairie Road (541) 688-8322
PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 Eugene, Oregon 97402 Fax (541) 688-8087
N89059127"E 30.00'
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(SW56'51"E
30.00)
STERKE KV .T -MR 401K TRUST
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SPRINGFIELD, LANE COUNTY, OREGON
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DATE OF SURVEY: AUGUST 26,202
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PROPERTY 1
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LEGEND
REFERENCES
SURVEYOR'S NARRATIVE
0
FOUND 5/8" IR WITH NO CAP, OR AS NOTED
SURVEYS
THE PURPOSE OF THIS _SURVEY WAS TO PERFORM A PROPERTY LINE ADJUSTMENT PER CITY OF
RI
MOLLIE B. SCOTT
SPRINGFIELD CASE NUMBER 811-21-000111-TYP1. THE NORTH BOUNDARY IS THE SOUTHERLY
IA
4
FOUND 2-1/2" BRASS CAP, DATED 1992.
R2
CSF 14431, VAALER,1966
RIGHT--OF-WAY LINE OF E STREET. THE CEN T0tL1NE OF E STREET WAS ESTABLISHED BY HOLDING A
S
R3
CSF 6014, THOMPSON,1943
POINT 30.00 FEET OFFSET FROM THE NW CORNER OF DLC 74 AND 30.00 FEET OFFSET FROM AN IRON
58.81'
0
SET 5/8"X 30" IR W/ OPC MARKED "EGR & ASSOC.", OR AS NOTED
R4
CSF 28040, RILEY, 1987
ROD AT THE NORTHEAST CORNER OF THE INTERSECTION OF 14TH STREET AND E STREET. WITH THE
14' ALLEY
S89°49'17"E 111.67'
0
589°49'08"E 294.57' (294.40')R4
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R5
CSF 20883, CLARK, 1977,
CENTERLINE ESTABLISHED THE SOUTHERLY RIGHT-OF-WAY WAS ESTABLISHED AT 30 FEET FROM
CALCULATED POINT
CENTERLINE. THE SOUTH LINE OF THE PROPERTY IS THE NORTH LINE OF A 14 FOOT ALLEY. THE
DEEDS
ALLEY WAS ESTABLISHED AT RECORD DISTANCE NORTHERLY AND PARALLEL L WT1TI THE
XXX(X)
MEASURED DATA EQUALS NOTED RECORD
D1
PERSONAL REPRESENTATIVE'S DEED 2021-013209, LCODR
SOUTHERLY RIGHT-OF-WAY OF D STREET. THE SOUTHERLY RIGHT-OF-WAY OF D STREET WAS
D2
DEATH CERTIFICATE 2007-044242, LCODR
ESTABLISHED BY HOLDING THE 5I8" REBAR AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
°mac
000OX
DATA PER NOTED RECORD
D3
STATUTORY WARRANTY DEED 2017-024150, LCODR
14TH: STREET AND D STREET AND THE 5/8" REBAR AT THE INTERSECTION OF THE SOUTHERLY
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D4
WARRANTY DEED REEL 785RI RECEPTION NO. 7610788, LCODR RIGHT-OF-WAY OF D STREET AND THE WEST LINE OF DLC NUMBER 74. THE EAST AND WEST LINES
LCODR
LANE COUNTY OREGON DEED RECORDS
WERE ESTABLISHED PARALLEL WITH THE CENTERLINE OF 14TH STREET. THE CENTERLINE OF 14TH
m
50' 0 50' 100'
STREET WAS ESTABLISHED BY HOLDING AN OFFSET DISTANCE OF 30.00 FEET FROM THE FOUND 5/8"
YPC / OPC
YELLOW PLASTIC CAP / ORANGE PLASTIC CAP
- REBAR AT THE SOUTHWEST INTERSECTION OF 14TH STREET AND F STREET AND 30.00 FEET FROM THE
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MONUMENT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 14TH STREET AND D STREET.
BASIS OF BEARINGS
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SQUARE FEET
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TETE WEST LINE WAS SET AT RECORD DISTANCE EASTERLY OF THE EAST RIGHT -017 -WAY OF 14TH
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STREET AND THE EAST LINE WAS, SET AT .RECORD DISTANCE WESTERLY OF THE MONUMENT FOUND
Ha -49
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IR / IP
IRON REBAR /.IRON PIPE
NEAR THE NORTHERLY CORNER COMMON TO LOTS 2 AND 3, OF THE MOLLIE B. SCOOT ADDITION TO
C
SPRINGFIELD. WITH THE BOUNDARY ESTABLISHED THE INTERIOR LINE WAS ADJUSTED AT THE
OCRS
OREGON COORDINATE REFERENCE SYSTEM
DIRECTION OF THE OWNER.
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EUGENE ZONE NAD83 (2011), EPOCH 2010.00; iFI
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518" TD W/ RPC
W
1" IR W/ 1.5" MUSHROOMED TOP
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F
30'
N89°31'48"E 706.10' (N89°30'38"E 706.28) (N89°2l T 707. I IR3
E STREET N89047'22"E 30992' (N89°21'E 208.7`)R3
60 (RI)
RIGHT OF WAY
,...... �,�. ......._ ...�,.. .......__ .�
PK NAIL
30''"x•. N0012'38""W 30.00'
589031'40"W 111.54'
N89°31140"E 294.57' (N8903WE 294.4)R1 89.35M 294.4')R4 (N00°04'05"W 30.00'}
3/4" IP
60.00' (D2)
42.24' ;4D 69.30'
176.64(RI) 1" IR W/ 117.93' NWCOR
• •
270.00' (DI)
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PUNCH (N89°30'E 117.76')Rl JAMES EBBERT
-
NO CAP _ DLC 4
PROPERTY 2
60
+1- 4892 SF
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RIGHT OF WAY
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-ILLEGIBLE
REGISTERED
33'
PROFESSIONAL
D STREET LAND SURVEYOR
66 (RI)RIGHT OF WAY`
33' OREGON
JANUARY 14, 2003
5I8" IR W/ YPC N89°49'0811W 676.54' RYAN M. ERICKSON
"CITY SURVEYOR" 55524
EXPIRES: 12/31/21
�G c AcRalociates, Inc.
Engineers, Geologists, and Surveyors
r
.CITY OF SPRINGFIELD PLANNING NUMBER 811-21-000111-TYPI 2
ASSESSORS MAPiLOT 17-03-36-23-03300 2535B Prairie Road (541) 688-8322
PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 Eugene, Oregon 97402 Fax (541) 688-8087
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PROPERTY 1
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1/2" IP BENT
0.5' S & 2.9E
3/4" lP
S 0.68' OF LINE
(N89°30'E 58.88')R1 1/2" IP �O
S 0.63' OF L%NE
58.81'
14' ALLEY
S89°49'17"E 111.67'
14' ALLEY
589°49'08"E 294.57' (294.40')R4
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SCALE 1" = 50'
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BASIS OF BEARINGS
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518" TD W/ RPC
-ILLEGIBLE
REGISTERED
33'
PROFESSIONAL
D STREET LAND SURVEYOR
66 (RI)RIGHT OF WAY`
33' OREGON
JANUARY 14, 2003
5I8" IR W/ YPC N89°49'0811W 676.54' RYAN M. ERICKSON
"CITY SURVEYOR" 55524
EXPIRES: 12/31/21
�G c AcRalociates, Inc.
Engineers, Geologists, and Surveyors
r
.CITY OF SPRINGFIELD PLANNING NUMBER 811-21-000111-TYPI 2
ASSESSORS MAPiLOT 17-03-36-23-03300 2535B Prairie Road (541) 688-8322
PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 Eugene, Oregon 97402 Fax (541) 688-8087