HomeMy WebLinkAbout20-00519 - COUNTY DOC - 278 Moody Rd - NICOLE FARNSWORTH RECORDED SURVEY1508.78'
FOUND CITY BRASS CAP
SOUTHWEST CORNER, SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40, E.B.M.
CPF# 268004
NARRATIVE
M
Ol
itisrT X33
4
5.4'
30.00' X—XX—X—X
— X
0.10 ACRES 30.00'
148.56'
SET MAG/WASHER
LS 9369
I \_ SET MAG/WASHER
( W. MOODY ROAD) LS 9369
•
RECORD OF SURVEY FOR:
NICOLE FARNSWORTH
1017.12'
S89038'32"W 2674.46' FOUND CITY BRASS CAP
BASIS OF BEARING (SECTION LINE) SOUTH QUARTER CORNER, SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40, E.B.M.
CPF# 404616
EAGLEROCK ENGINEERING WAS COMMISIONED TO PERFORM A SURVEY BY NICOLE FARNSWORTH FOR A PARCEL OF LAND IN THE WEST 1/2
OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAWTHE REQUEST WAS
A 2.10 ACRE OF LAND LYING IN AND AROUND DEED INSTRUMENT NO. 333425 AND 333426. RECORDS WERE COLLECTED AT THE MADISON
COUNTY CLERKS OFFICE. SECTION CORNER PERPETUATION RECORDS WERE INSTRUMENT NO. 404616, 268004, 404596, 404607, 404608,
301993, 185067, 404609 AND 399694. RECORD OF SURVEYS INSTRUMENT NO. 418156. WAS FOUND ON A PARCEL OF LAND TO THE EAST OF
THIS PROJECT AND HELPED IN THE CALCULATIONS OF THIS PROJECT. ADJOINERS DEEDS WERE INSTRUMENT NO. 318040, 302220, 302219,
365313, 301487 AND 158618. THE SECTION WAS BROKEN DOWN DUE TO THE GOVERNMENT LOTTING TO THE WEST OF THE DESCRIBED
PARCEL. THE ORIGINAL GILD RECORDS WERE USED TO BREAK THE SECTION DOWN. CITY OF REXBURG CONTROL WAS USED FOR THIS
PROJECT.
Instrument # 426208
REXBURG, MADISON, IDAHO
10-1-2019 03:09:52 PM No. of Pages: 1
Recorded for: EAGLE ROCK ENGINEERING
KIM H. MUIR Fee: 5.00
Ex-0fricio Recorder Deputy 3 •*
PART OF THE WEST HALF, OF THE EAST HALF,
OF THE SOUTHWEST QUARTER OF
SECTION 7, TOWNSHIP 6 NORTH, RANGE 40, E.B.M.,
MADISON COUNTY, IDAHO
50' 0 50'
SCALE: 1'= 50.0'
BOUNDARY DESCRIPTION
LEGEND
P.O.B. POINT OF BEGINNING
PROPERTY LINE
SECTION LINE
ADJOINING LOTS
— — 30' EASEMENT
�y SET MAG NAIL W/ WASHER
T LS 9369
SET
LS 9369 IRON ROD
FOUND SECTION CORNER AS NOTED
FOUND SECTION QUARTER CORNER
A PARCEL OF LAND LYING IN THE WEST 1/2 OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN AND OF WHICH IS MORE SPECIFICALLY
DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT THAT IS S.89038'32"W. ALONG THE SECTION LINE 1017.12 FEET FROM THE SOUTH
1/4 CORNER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN; RUNNING
THENCE S.89"38'32"W. ALONG SAID SECTION LINE 148.56 FEET; THENCE N.00"13'00"W. 616.44 FEET;
THENCE N.89038'32"E. 148.64 FEET, THENCE S.00"12'34"E. 616.44 FEET TO THE POINT OF BEGINNING.
SUBJECT TO: EXISTING COUNTY ROAD RIGHT OF WAYS AND EASEMENTS OF RECORD.
CONTAINING 2.10 ACRES
SURVEYOR'S CERTIFICATE
I, KURTIS J. ROLAND, DO HERBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR AND THAT I HOLD
CERTIFICATE NUMBER 9369 AS PRESCRIBED BY THE LAWS OF THE STATE OF IDAHO, I FURTHER CERTIFY
THAT I HAVE SUPERVISED THE SURVEY SHOWN ON THIS DRAWING, AND THAT THE SAME HAS BEEN
CORRECTLY STAKED ON THE GROUND AS REPRESENTED HEREON.
KURTIS J. ROLAND
IDAHO P.L.S. NO. 9369
N89038'32"E
148.64'
zo
PARCEL 1
0
2.00 NET ACRES
w
2.10 GROSS ACRES
o
to
Do
rn
Lq
00
rLLi
1?
A
'y`°
INST.# 333425
P'
INST.# 333426
SECTION LINE
BASIS OF BEARING
5.2'
1508.78'
FOUND CITY BRASS CAP
SOUTHWEST CORNER, SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40, E.B.M.
CPF# 268004
NARRATIVE
M
Ol
itisrT X33
4
5.4'
30.00' X—XX—X—X
— X
0.10 ACRES 30.00'
148.56'
SET MAG/WASHER
LS 9369
I \_ SET MAG/WASHER
( W. MOODY ROAD) LS 9369
•
RECORD OF SURVEY FOR:
NICOLE FARNSWORTH
1017.12'
S89038'32"W 2674.46' FOUND CITY BRASS CAP
BASIS OF BEARING (SECTION LINE) SOUTH QUARTER CORNER, SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40, E.B.M.
CPF# 404616
EAGLEROCK ENGINEERING WAS COMMISIONED TO PERFORM A SURVEY BY NICOLE FARNSWORTH FOR A PARCEL OF LAND IN THE WEST 1/2
OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAWTHE REQUEST WAS
A 2.10 ACRE OF LAND LYING IN AND AROUND DEED INSTRUMENT NO. 333425 AND 333426. RECORDS WERE COLLECTED AT THE MADISON
COUNTY CLERKS OFFICE. SECTION CORNER PERPETUATION RECORDS WERE INSTRUMENT NO. 404616, 268004, 404596, 404607, 404608,
301993, 185067, 404609 AND 399694. RECORD OF SURVEYS INSTRUMENT NO. 418156. WAS FOUND ON A PARCEL OF LAND TO THE EAST OF
THIS PROJECT AND HELPED IN THE CALCULATIONS OF THIS PROJECT. ADJOINERS DEEDS WERE INSTRUMENT NO. 318040, 302220, 302219,
365313, 301487 AND 158618. THE SECTION WAS BROKEN DOWN DUE TO THE GOVERNMENT LOTTING TO THE WEST OF THE DESCRIBED
PARCEL. THE ORIGINAL GILD RECORDS WERE USED TO BREAK THE SECTION DOWN. CITY OF REXBURG CONTROL WAS USED FOR THIS
PROJECT.
Instrument # 426208
REXBURG, MADISON, IDAHO
10-1-2019 03:09:52 PM No. of Pages: 1
Recorded for: EAGLE ROCK ENGINEERING
KIM H. MUIR Fee: 5.00
Ex-0fricio Recorder Deputy 3 •*
PART OF THE WEST HALF, OF THE EAST HALF,
OF THE SOUTHWEST QUARTER OF
SECTION 7, TOWNSHIP 6 NORTH, RANGE 40, E.B.M.,
MADISON COUNTY, IDAHO
50' 0 50'
SCALE: 1'= 50.0'
BOUNDARY DESCRIPTION
LEGEND
P.O.B. POINT OF BEGINNING
PROPERTY LINE
SECTION LINE
ADJOINING LOTS
— — 30' EASEMENT
�y SET MAG NAIL W/ WASHER
T LS 9369
SET
LS 9369 IRON ROD
FOUND SECTION CORNER AS NOTED
FOUND SECTION QUARTER CORNER
A PARCEL OF LAND LYING IN THE WEST 1/2 OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 7,
TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN AND OF WHICH IS MORE SPECIFICALLY
DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT THAT IS S.89038'32"W. ALONG THE SECTION LINE 1017.12 FEET FROM THE SOUTH
1/4 CORNER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN; RUNNING
THENCE S.89"38'32"W. ALONG SAID SECTION LINE 148.56 FEET; THENCE N.00"13'00"W. 616.44 FEET;
THENCE N.89038'32"E. 148.64 FEET, THENCE S.00"12'34"E. 616.44 FEET TO THE POINT OF BEGINNING.
SUBJECT TO: EXISTING COUNTY ROAD RIGHT OF WAYS AND EASEMENTS OF RECORD.
CONTAINING 2.10 ACRES
SURVEYOR'S CERTIFICATE
I, KURTIS J. ROLAND, DO HERBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR AND THAT I HOLD
CERTIFICATE NUMBER 9369 AS PRESCRIBED BY THE LAWS OF THE STATE OF IDAHO, I FURTHER CERTIFY
THAT I HAVE SUPERVISED THE SURVEY SHOWN ON THIS DRAWING, AND THAT THE SAME HAS BEEN
CORRECTLY STAKED ON THE GROUND AS REPRESENTED HEREON.
KURTIS J. ROLAND
IDAHO P.L.S. NO. 9369