HomeMy WebLinkAboutPlat, PLA APPLICANT 11/16/2017t _t
PROPERTY LINE ADJUSTMENT SURVEY FOR
LH FUND 45 LL C
SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER !1r
Ok
FOUND 5/8- REBAR WITH DEED GAP 1.5 (NTS)
YPC MARKED -BRANCH
ENG. LS 2609- (7)
SOO'06'30 W 1.12 AND - -
WEST 1.33 FROM
PROPERTY CORNER
DEED GAP 1 ' (NTS)
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NTS
THE RECORD SURVEYS CONSISTENTLY HOLD THE SOUTHWEST CORNER OF DLC 74 (AKA SOUTHEAST
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15252 EXPLICITLY SHOWS THE CENTERLINE 20.0 FEET WEST OF THE EASTERLY RIGHT-OF-WAY MARGIN.
THE
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NO DEED GAP
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CENTERLINE AS 926.0 FEET, 5.0 FEET WEST OF WHERE THE SURVEYS PLACE THE CENTERLINE.
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CENTERLINE NOTES OBTAINED FROM THE CITY SURVEYOR'S OFFICE SHOW A 40 FOOT RIGHT-OF-WAY WITH
THE CENTERLINE 25 FEET WEST OF THE EASTERLY RIGHT-OF-WAY MARGIN. THEREFORE, EVEN THOUGH
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THE DEDICA71ON DEED WERE HELD FOR 55TH STREET.
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SITE BOUNDARIES
THE IWO MONUMENTS FROM CSF 15252 FOUND ON THE SOUTH BOUNDARY WERE HELD. WITH THE
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EXCEPTION OF THE GAP DISCUSSED AT THE START OF THIS NARRATAIE, THERE ARE NO DISCREPANCIES
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BETWEEN THE DEEDS FOR THE SI7E AND ADJOINING PROPERTIES. THEREFORE, THE REMAINDER OF THE
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TAKING INTO ACCOUNT THE RIGHT-OF-WAY DEDIC417ON THAT HAPPENED AFTER THE DEED DISTANCES
--
WERE FIRST WRITTEN.
DEED GAP 1 ' (NTS)
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FOUND MONUMENT AS NOTED
Q SET 5/8" x 30" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC"
SET 5/8' x 30" REBAR WITH RED PLASTIC
CAP MARKED "REF MON BRANCH ENG INC'
TL DENOTES TAX LOT
YPC DENOTES YELLOW PLASTIC CAP
LCSO DENOTES LANE COUNTY SURVEYORS OFFICE
LCOOR DENOTES LANE COUNTY OREGON OFFICIAL RECORDS
LCOPPR DENOTES LANE COUNTY OREGON PARTITION PLAT RECORDS
CSF DENOTES COUNTY SURVEY FILE
LPPN DENOTES LAND PARTITION PLAT NUMBER
DLC DENOTES DONATION LAND CLAIM
NTS DENOTES NOT TO SCALE
-�- DENOTES LINE NOT TO SCALE
( ) DENOTES DATA OF RECORD
ALL DISTANCES SHOWN ARE IN FEET.
EAST(12) 260.00(12)
EAST 250.00
130.00(12) 50.00(13)
180.00 ---
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TL 1800
AREA BEFORE=12,350 SF
AREA AFTER= 17,100 SF
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PROPERTY UNE
BEFORE ADJUSTMENT
180.00 --
130.00(12) 50.00(13)
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WEST 250.00
WEST(4)(12) 260.00(12)
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824.00(5 CALC)(8 CALC)
911.00(8 CALC)(9 CALC)(11 C4LC)(12)
2023.38(4)
(2023.40)(6)
TAX MAP 17-02-33-42, TAX LOTS 1800 & 1900 f CITY OF SPRINGFIELD RECORD 811-17-000085-TYP1
Plotter. T1100 HP DESIGNJET, INK HP. BF536WR-7 361ACID FREE
aW
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FOUND 5/8" REBAR WITH
YPC MARKED PLS 655'
NOO'06'30'E 94.70
AND EAST 0.29 FROM
NORTHEAST PLAT CORNER
rifit t]
SET SOO'06 ;30-W, 6.00 10.00'
FROM PROPERTY CORNER (8 CALC)
DUE TO FENCE AND (11)
VEGETA77ON
TL 1900
AREA BEFORE= 11,400 SF
AREA AFT ER= 6, 650 - SF -
PROPERTY UNE
AFTER ADJUSTMENT
FOUND 112 -IRON
PIPE (4)(5)(8)
(N 0.12, W 0.06)(5)
70.00
77.00(8)
FOUND 112 -
IRON PIPE (8)
WEST, 0.23 FROM
PROPERTY CORNER
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A STREET _
BASIS OF BEARINGS
EAST(3)(4)(5)(6)(7)(11)(12) 2743.43
(S89 -51-05 -E)(2)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No. 'qq
FILING HATE 13 Al®v 17 �.
ewt,INEERIN6=
691621_8 310 5th Street
EXPIRES: December 30, 2017 Springfield, OR 97477
w ` p:541.746.0637
www.BranchEngineering.com
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTY LINE ADJUSTMENT APPROVED BY THE
CITY OF SPRINGFIELD UNDER RECORD NUMBER 811-000085-7YP1 ON AUGUST 25, 2017. THE BOUNDARY
it OF THE PROPERTY WAS CALCULATED AS FOLLOWS:
c, THE BLOCK BETWEEN 54TH AND 55TH STREETS IS ESSENTIALLY COMPOSED OF TWO 77ERS OF LOTS.
WITHIN EACH TIER, THE LOTS HAVE LOCONSISTENT MENSIONS AND BEARINGS. HOWEVER THE TW
HAVE DIFFERENT BEARINGS AND A17ONS FOR THE BOUNDARY BETWEEN THEM. IN LOCATION£RS OF
THIS SITE, THE RESULT IS AN APPROXIMATELY 1 TO 1.5 FOOT DEED GAP BETWEEN THE SUBDIVISION
BOUNDARY AND THE PROPERTY TO THE WEST AFTER CONSULTATION W17H THE OWNER, IT WAS DECIDED
TO NOT WS77CATE THE HISTORY AND LEAVE THE LAND UNCLAIMED,
I THE FIELD WORK FOR THIS SURVEY FOUND A 5/8' REBAR WITH YELLOW PLASTIC CAP STAMPED 'PLS
655" APPARENTLY AT THE NORTHEAST CORNER OF THE LAND IMMEDIATELY NORTH OF THIS SUBDIVISION.
NO SURVEY ASSOCIATED WITH THIS MONUMENT COULD BE FOUND. THE SURVEYOR WHOSE CAP IT IS
STATED THAT HE HAS NEVER PERFORMED A SURVEY IN THE VICINITYY, THERE ARE 77MES WHEN 1T IS
REASONABLE TO HOLD A MONUMENT OF UNKNOWN ORIGIN, BUT IN THIS CASE I CHOSE TO ENTIRELY
t (t DISREGARD THE MONUMENT.
NTS
THE RECORD SURVEYS CONSISTENTLY HOLD THE SOUTHWEST CORNER OF DLC 74 (AKA SOUTHEAST
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FOUND LCSO BRASS CAP,
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1993 (1)(7)
SE CORNER DLC 62 (1) t
SW CORNER DLC 74 (1) t
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(4)(5)(6)(7)(8)(9)(10)
TWO RECORD SURVEYS (CSF 11969 AND CSF 15252) PLACE THE EASTERLY RIGHT-OF-WAY MARGIN OF
55TH STREET AT 951.0 FEET EAST OF THE SOUTHWEST CORNER OF DLC 74. CSF 11969 IMPLIES THAT
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THE CENTERLINE IS 20.0 FEET TO THE WEST, CENTERED IN THE 40.0 FOOT RIGHT-OF-WAY, AND CSF
15252 EXPLICITLY SHOWS THE CENTERLINE 20.0 FEET WEST OF THE EASTERLY RIGHT-OF-WAY MARGIN.
THE
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"651.00(4}{6)(7 CALC)-"'
NO DEED GAP
`:ZZ___ (10 CALC)
FOUND MONUMENT AS NOTED
Q SET 5/8" x 30" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC"
SET 5/8' x 30" REBAR WITH RED PLASTIC
CAP MARKED "REF MON BRANCH ENG INC'
TL DENOTES TAX LOT
YPC DENOTES YELLOW PLASTIC CAP
LCSO DENOTES LANE COUNTY SURVEYORS OFFICE
LCOOR DENOTES LANE COUNTY OREGON OFFICIAL RECORDS
LCOPPR DENOTES LANE COUNTY OREGON PARTITION PLAT RECORDS
CSF DENOTES COUNTY SURVEY FILE
LPPN DENOTES LAND PARTITION PLAT NUMBER
DLC DENOTES DONATION LAND CLAIM
NTS DENOTES NOT TO SCALE
-�- DENOTES LINE NOT TO SCALE
( ) DENOTES DATA OF RECORD
ALL DISTANCES SHOWN ARE IN FEET.
EAST(12) 260.00(12)
EAST 250.00
130.00(12) 50.00(13)
180.00 ---
0 0
a rn
TL 1800
AREA BEFORE=12,350 SF
AREA AFTER= 17,100 SF
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PROPERTY UNE
BEFORE ADJUSTMENT
180.00 --
130.00(12) 50.00(13)
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WEST 250.00
WEST(4)(12) 260.00(12)
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00
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0 0
N
824.00(5 CALC)(8 CALC)
911.00(8 CALC)(9 CALC)(11 C4LC)(12)
2023.38(4)
(2023.40)(6)
TAX MAP 17-02-33-42, TAX LOTS 1800 & 1900 f CITY OF SPRINGFIELD RECORD 811-17-000085-TYP1
Plotter. T1100 HP DESIGNJET, INK HP. BF536WR-7 361ACID FREE
aW
o�
0
Z
FOUND 5/8" REBAR WITH
YPC MARKED PLS 655'
NOO'06'30'E 94.70
AND EAST 0.29 FROM
NORTHEAST PLAT CORNER
rifit t]
SET SOO'06 ;30-W, 6.00 10.00'
FROM PROPERTY CORNER (8 CALC)
DUE TO FENCE AND (11)
VEGETA77ON
TL 1900
AREA BEFORE= 11,400 SF
AREA AFT ER= 6, 650 - SF -
PROPERTY UNE
AFTER ADJUSTMENT
FOUND 112 -IRON
PIPE (4)(5)(8)
(N 0.12, W 0.06)(5)
70.00
77.00(8)
FOUND 112 -
IRON PIPE (8)
WEST, 0.23 FROM
PROPERTY CORNER
t
A STREET _
BASIS OF BEARINGS
EAST(3)(4)(5)(6)(7)(11)(12) 2743.43
(S89 -51-05 -E)(2)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No. 'qq
FILING HATE 13 Al®v 17 �.
ewt,INEERIN6=
691621_8 310 5th Street
EXPIRES: December 30, 2017 Springfield, OR 97477
w ` p:541.746.0637
www.BranchEngineering.com
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PROPERTY LINE ADJUSTMENT APPROVED BY THE
CITY OF SPRINGFIELD UNDER RECORD NUMBER 811-000085-7YP1 ON AUGUST 25, 2017. THE BOUNDARY
it OF THE PROPERTY WAS CALCULATED AS FOLLOWS:
c, THE BLOCK BETWEEN 54TH AND 55TH STREETS IS ESSENTIALLY COMPOSED OF TWO 77ERS OF LOTS.
WITHIN EACH TIER, THE LOTS HAVE LOCONSISTENT MENSIONS AND BEARINGS. HOWEVER THE TW
HAVE DIFFERENT BEARINGS AND A17ONS FOR THE BOUNDARY BETWEEN THEM. IN LOCATION£RS OF
THIS SITE, THE RESULT IS AN APPROXIMATELY 1 TO 1.5 FOOT DEED GAP BETWEEN THE SUBDIVISION
BOUNDARY AND THE PROPERTY TO THE WEST AFTER CONSULTATION W17H THE OWNER, IT WAS DECIDED
TO NOT WS77CATE THE HISTORY AND LEAVE THE LAND UNCLAIMED,
I THE FIELD WORK FOR THIS SURVEY FOUND A 5/8' REBAR WITH YELLOW PLASTIC CAP STAMPED 'PLS
655" APPARENTLY AT THE NORTHEAST CORNER OF THE LAND IMMEDIATELY NORTH OF THIS SUBDIVISION.
NO SURVEY ASSOCIATED WITH THIS MONUMENT COULD BE FOUND. THE SURVEYOR WHOSE CAP IT IS
STATED THAT HE HAS NEVER PERFORMED A SURVEY IN THE VICINITYY, THERE ARE 77MES WHEN 1T IS
REASONABLE TO HOLD A MONUMENT OF UNKNOWN ORIGIN, BUT IN THIS CASE I CHOSE TO ENTIRELY
t (t DISREGARD THE MONUMENT.
AND SE CORNER H. JOHNSTON DLC 62 IN T17S, R2W, W.M.
2. CORNER REPORT INDEX 11745, FILE N0, 17-02-45 NW, NW CORNER S.D. GAGER DLC 45 AND
NE CORNER R.G. H1XON DLC 86 IN T17S, R2W, W.M.
3. CORNER REPORT INDEX 13457, FILE NO. 17-02-74 SE, SE CORNER JESSE MANN DLC 74 IN
tl T17S, R2W, W.M.
0 0 4. CSF 24109 FILED ON JUNE 20, 1980 BY JIMMIE M. WAGNON
in 5. CSF 23367 FILED ON SEPTEMBER 21, 1979 BY MARVIN S. KRUSH
6. CSF 24254 FILED ON AUGUST 15, 1980 BY CLYDE A. RANDALL
7. LPPN 96-PO813, LCOPPR
8. CSF 15252 FILED IN DECEMBER 1967 BY R. WILSON HUTCHISON
0
Z-
9. CSF 11969 FILED IN MARCH 1,949 BY STEPHEN H. FORD
o N 10. CSF 11094 FILED IN JULY 1959 BY R. WILSON HUTCHISON
11. QUITCLAIM DEED TO CITY OF SPRINGFIELD RECORDED ON JANUARY 15, 1964 ON REEL 234D AS
INSTRUMENT 40213, LCOOR TOGETHER WITH CI7Y OF SPRINGFIELD CEN7ERLINE NOTES FOR THE
INTERSECTION OF 'A' AND 55TH STREETS
12. STATUTORY WARRANTY DEED TO LH FUND 4, LLC RECORDED ON MAY 26, 2017 AS RECEP71ON
NUMBER 2017-025517, LCOOR
13. LEGAL LOT LINE ADJUSTMENT DECLARATION RECORDED ON Novetm64r 7 2017
AS RECEP77ON NUMBER 2017-_055397- LCOOR
FOUND 1/2- FOUND LCSO BRASS CAP FOUND LCSO BRASS CAP,
IRON PIPE"
i 1990 (2)(3) 1971 (3)(7)
NW CORNER DLC 45 (2)(3)(5) SE CORNER DLC 74 (2)(3)
t t NE CORNER DLC 86 (2)(4)(6)(8) (7)(9 CALC)(11)
-
720.04
- (720.09)(3)
(720.06)(2)
Date Received: i l -1 41
Planner. LM
l h 1- 0 0p o%5 - M I PROJECT No. 17-127
�I QC WPI Z.\2017\17-127 6ozer on 55th\PLA\ 17-127 PLA.dwg
A STREET CENTERLINE
THE RECORD SURVEYS CONSISTENTLY HOLD THE SOUTHWEST CORNER OF DLC 74 (AKA SOUTHEAST
CORNER OF DLC 62) AS A POINT ON THE CENTERLINE. AS A SECOND POINT ON LINE, SOME SURVEYS
HOLD THE SOUTHEAST CORNER OF DLC 74 AND SOME HOLD THE NORTHEAST CORNER OF DLC 86 (AKA
NORTHWEST CORNER DLC 45). THE NORTHWEST AND NORTHEAST CORNERS OF DLC 74 WERE HELD AND
THE NORTHEAST CORNER OF DLC 86 FELL ON -UNE.
$
55TH STREET
TWO RECORD SURVEYS (CSF 11969 AND CSF 15252) PLACE THE EASTERLY RIGHT-OF-WAY MARGIN OF
55TH STREET AT 951.0 FEET EAST OF THE SOUTHWEST CORNER OF DLC 74. CSF 11969 IMPLIES THAT
N
THE CENTERLINE IS 20.0 FEET TO THE WEST, CENTERED IN THE 40.0 FOOT RIGHT-OF-WAY, AND CSF
15252 EXPLICITLY SHOWS THE CENTERLINE 20.0 FEET WEST OF THE EASTERLY RIGHT-OF-WAY MARGIN.
THE
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84SED_ON THESE SURVEYS,, CENTERLINE CAN -BE -INTERPRETED AS, 931.0 FEEF &ST OF THE DLC
CORNER.
O
THE 1964 RIGHT-OF-WAY DEDICATION DEED (REEL 234D, INSTRUMENT 40213) DESCRIBES THE
CENTERLINE AS 926.0 FEET, 5.0 FEET WEST OF WHERE THE SURVEYS PLACE THE CENTERLINE.
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CENTERLINE NOTES OBTAINED FROM THE CITY SURVEYOR'S OFFICE SHOW A 40 FOOT RIGHT-OF-WAY WITH
THE CENTERLINE 25 FEET WEST OF THE EASTERLY RIGHT-OF-WAY MARGIN. THEREFORE, EVEN THOUGH
THE LINE REFERRED TO AS 'CENTERLINE' iS IN DIFFERENT LOCATIONS BETWEEN THE SURVEYS AND DEED,
THE RIGHT-OF-WAY LOCATIONS ARE THE SAME: THE CENTERLINE AND RIGHT-OF-WAY OFFSET DESCRIBED
jIN
THE DEDICA71ON DEED WERE HELD FOR 55TH STREET.
SITE BOUNDARIES
THE IWO MONUMENTS FROM CSF 15252 FOUND ON THE SOUTH BOUNDARY WERE HELD. WITH THE
v
EXCEPTION OF THE GAP DISCUSSED AT THE START OF THIS NARRATAIE, THERE ARE NO DISCREPANCIES
rn
BETWEEN THE DEEDS FOR THE SI7E AND ADJOINING PROPERTIES. THEREFORE, THE REMAINDER OF THE
i
SUBDIVISION BOUNDARIES WERE ESTABLISHED BY HOLDING THE RECORD DEED DISTANCES AND ANGLES,
TAKING INTO ACCOUNT THE RIGHT-OF-WAY DEDIC417ON THAT HAPPENED AFTER THE DEED DISTANCES
--
WERE FIRST WRITTEN.
REFERENCES
6
z
1. CORNER REPORT INDEX 12426, FILE NO. 17-02-62 SE, SW CORNER JESSE M. MANN DLG 74
AND SE CORNER H. JOHNSTON DLC 62 IN T17S, R2W, W.M.
2. CORNER REPORT INDEX 11745, FILE N0, 17-02-45 NW, NW CORNER S.D. GAGER DLC 45 AND
NE CORNER R.G. H1XON DLC 86 IN T17S, R2W, W.M.
3. CORNER REPORT INDEX 13457, FILE NO. 17-02-74 SE, SE CORNER JESSE MANN DLC 74 IN
tl T17S, R2W, W.M.
0 0 4. CSF 24109 FILED ON JUNE 20, 1980 BY JIMMIE M. WAGNON
in 5. CSF 23367 FILED ON SEPTEMBER 21, 1979 BY MARVIN S. KRUSH
6. CSF 24254 FILED ON AUGUST 15, 1980 BY CLYDE A. RANDALL
7. LPPN 96-PO813, LCOPPR
8. CSF 15252 FILED IN DECEMBER 1967 BY R. WILSON HUTCHISON
0
Z-
9. CSF 11969 FILED IN MARCH 1,949 BY STEPHEN H. FORD
o N 10. CSF 11094 FILED IN JULY 1959 BY R. WILSON HUTCHISON
11. QUITCLAIM DEED TO CITY OF SPRINGFIELD RECORDED ON JANUARY 15, 1964 ON REEL 234D AS
INSTRUMENT 40213, LCOOR TOGETHER WITH CI7Y OF SPRINGFIELD CEN7ERLINE NOTES FOR THE
INTERSECTION OF 'A' AND 55TH STREETS
12. STATUTORY WARRANTY DEED TO LH FUND 4, LLC RECORDED ON MAY 26, 2017 AS RECEP71ON
NUMBER 2017-025517, LCOOR
13. LEGAL LOT LINE ADJUSTMENT DECLARATION RECORDED ON Novetm64r 7 2017
AS RECEP77ON NUMBER 2017-_055397- LCOOR
FOUND 1/2- FOUND LCSO BRASS CAP FOUND LCSO BRASS CAP,
IRON PIPE"
i 1990 (2)(3) 1971 (3)(7)
NW CORNER DLC 45 (2)(3)(5) SE CORNER DLC 74 (2)(3)
t t NE CORNER DLC 86 (2)(4)(6)(8) (7)(9 CALC)(11)
-
720.04
- (720.09)(3)
(720.06)(2)
Date Received: i l -1 41
Planner. LM
l h 1- 0 0p o%5 - M I PROJECT No. 17-127
�I QC WPI Z.\2017\17-127 6ozer on 55th\PLA\ 17-127 PLA.dwg