HomeMy WebLinkAboutPlans Applicant 3/12/2024PROPERTY LINE ADJUSTMENT SURVEY OF LOTS 2 AND 3 OF BLOCK
1 OF PLAT OF EMERALD HEIGHTS ADDITION TO SPRINGFIELD,
LOCATED IN THE NEI/4 OF SECTION 34, T I 7S, R.3W., W M, CITY
OF SPRINGFIELD, LANE COUNTY, OREGON
W.O. 24- 6090
S'URVE'Y FOR SURVEY BY
SYDNEE HALE ARMSTRONG SURVEYING, INC.
1158 KELLY BLVD. 267 NE SECOND ST. STE. 100
SPRINGFIELD, OR 97477 PRINEVILLE, OR 97754
(541) 548-8678 (541) 447-7791
LaP, GEND
SET 5/8" x 30" LONG IRON ROD WITH YELLOW PLASTIC CAP MARKED "ARMSTRONG SURVEYING".
p FOUND 60D NAIL ORIGIN UNKNOWN. FOUND ON C.S. 43685.
FOUND 1" IRON PIPE AS PER PLAT OF EMERALD HEIGHTS ADDITION TO SPRINGFIELD BY C.H. KAIN,
BOOK 4, PAGE 14 , FILED OCTOBER 21, 1909.
Q� FOUND 5/8" IRON ROD, ORIGIN UNKNOWN, HELD FOR THIS SURVEY.
O FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC." AS PER C.S. 43685
BY RYAN M. ERICKSON, LS 55524, RECORDED JULY 5, 2016.
1(} RECORD AS PER SUBDIVISION PLAT OF EMERALD HEIGHTS ADDITION TO SPRINGFIELD BY C.H. KAIN,
BOOK 4, PAGE 14 , FILED OCTOBER 21, 1909.
2O RECORD AS PER C.S. 43685 BY RYAN M. ERICKSON, LS 55524, RECORDED JULY 5, 2016.
-NP- NOT A PART
CNS COMPUTED NOT SET
P.L.A. TRACT
i0 CORNER IDENTIFICATION NUMBER
FOUND 60D NAIL
S1'17'36"E 0.66'
2(S1'48'50" 0.66')
ZONING NOTA'
THIS PROPERTY LINE ADJUSTMENT IS
LOCATED IN THE R1 ZONE
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,S`URVEYOR:5 CERTIFICATE1, TODD R. CATTERSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, CERTIFY TO
SYDNEE HALE THAT AS A RESULT OF A SURVEY MADE ON THE GROUND TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN OREGON, I
HAVE FOUND OR SET THE MONUMENTS AS SHOWN HEREON AND HAVE PREPARED THIS MAP AND NARRATIVE TO REPRESENT SAID SURVEY.
SURV.'Y NARRATIVE
WE WERE EMPLOYED BY SYDNEE HALE TO COMPLETE A PROPERTY LINE ADJUSTMENT SURVEY BETWEEN LOTS 2 AND 3 OF BLOCK 1 OF THE PLAT OF EMERALD HEIGHTS
ADDITION TO SPRINGFIELD. THE PURPOSE FOR THE PROPERTY UNE ADJUSTMENT IS TO ADJUST THE LINE BETWEEN LOTS 2 AND 3 SO THAT THE EXISTING HOUSE LOCATION
IS ONLY LOCATED ON ONE LOT. SEARCH IN THE FIELD RECOVERED 5/8" IRON RODS AT THE NORTHWEST AND NORTHEAST CORNER OF LOT 2. 1 DID NOT FIND A MAP IN
THE COUNTY SURVEY RECORDS THAT SHOW WHERE THESE CAME FROM SO I AM ASSUMING THEY WERE SET AS PART OF THE EMERALD HEIGHTS PLAT. I HELD THESE IRON
RODS FOR THE NORTHWEST AND NORTHEAST CORNER OF LOT 2. 1 HELD 1 " IRON ROD AT THE SOUTHEAST CORNER OF LOT 6 FOR LINE AS PER C.S. 43685 BY RYAN M.
ERICKSON. I THEN COMPUTED THE SOUTH LINE OF LOT 6 HOLDING SAID 1 " IRON ROD AND A LINE PERPENDICULAR WITH THE WEST AND EAST UNE OF BLOCK 1. 1 SET
THE SOUTHWEST CORNER OF LOT 3 AT SINGEL PROPORTIONATE POSITION BETWEEN CORNER LOCATIONS 1 AND 2 USING RECORD PLAT DIMENSIONS. I SET THE SOUTHEAST
CORNER OF LOT 3 AT SINGLE PROPORTIONATE POSITION BETWEEN CORNER LOCATIONS 3 AND 4 USING RECORD PLAT DIMENSIONS. THE NEW PROPERTY LINE ADJUSTMENT
UNE IS A FREE LINE AS DESIRED BY THE CLIENT. THIS SURVEY WAS PERFORMED USING A TRIMBLE R12 GPS SYSTEM IN RTK MODE.
BASIS OF BEARINGS
BEARINGS ARE BASED ON GPS SURVEY
MEASUREMENTS USING THE WGS 1984 ELLIPSOID AND
A TRANSVERSE MERCATOR MAPPING PROJECTION WITH
THE FOLLOWING PARAMETERS:
ORIGIN OF LATITUDE = 44'03'1 8.91747"N
ORIGIN OF LONGITUDE = 123'0149.09115"W
SCALE FACTOR = 1.000000000
Inc. -
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