HomeMy WebLinkAboutSurvey_FeedlotPBA_V1TB
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CPF# 2010052585
LS 3627
10' W.C. NORTH
1/4 CORNER
N
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4
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23
26 1/4 CORNER
ITD
CPF# 2008044184
W1/16 CORNER
PLS 7729
CP&F# 2010052583 N 89°57'06" W 1332.98'
13
2
1
.
5
3
'
1332.90'
S 89°55'57" E
1317.47'
26
25
1/4 CORNER
PLS 16642
CPF# 2024-016619
S 61°0
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143.
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S 0
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N 89°48'38" W 2647.74'
1597.63'
S 89°58'27" W 2666.01'
N 89°48'38" W
153.22'
23 24
26 25 ITD
CPF# 2010052584
1317.79'
27
26
23
26
22
27
C1/4 CORNER
ILLEGIBLE
CPF# 2010052586
N 89°48'38" W 869.00'
OL
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23
26 E1/16 CORNER
PLS 7729
CPF# 2010033598PLS 4477
CP&F# 2010052582
S 89°58'37" E 2635.26'
PLS 16662
PLS
1
6
6
6
2
S 89°58'27" W 285.45'
8.6'
39.9'
37.4'
PLS 7732
PLS 7729
N 4
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3
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N 43
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N 46
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LS 3627
LS 36
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FND
N
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TB TB
LEGEND
PROPERTY BOUNDARY LINE
EXISTING DEED OR LOT LINE
CENTERLINE
SECTIONAL LINE
EXISTING TOP OF BANK
EXISTING WOOD FENCE
FOUND 5/8" REBAR NO CAP OR AS NOTED
FOUND 1/2" REBAR NO CAP OR AS NOTED
FOUND PK NAIL/MAG NAIL
FOUND ALUMINUM CAP
FOUND BRASS CAP ROW OR AS SHOWN
FOUND IRON PIPE
SET 5/8" REBAR/CAP
CALCULATED POINT
2.6'
30.8'
1.0'
24.7'
WITNESS CORNERW.C.
S 0
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207.13'
52.5
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W
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PLS
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9
6
60.30' W.C.
CN1/16 CORNER
RMB 878
CPF# 9907257
13
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5
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S 47
°
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NEW
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29' DRIVEWAY EASEMENT
29.46'661.87'
50.05'
W.C./R.M.N 12°34'10" E
118.30'
LINE TABLE
LINE BEARING DISTANCE
L1 N 12°57'33" W 101.30'
L2 S 87°41'21" E 36.32'
L3 S 06°03'32" E 48.92'
L4 S 53°42'26" E 61.27'
L5 N 36°17'06" E 30.33'
L6 S 80°06'57" E 62.11'
L8 S 00°32'22" W 50.00'
L9 N 89°48'38" W 30.00'
L10 N 00°32'22" E 50.00'
L8
L9
L1
0
L6
S 57
°
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E
2
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8
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1
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20
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18
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CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 108.16'130.06'47°38'50"S 29°52'59" E 105.07'
C2 85.07'233.00'20°55'05"S 64°03'41" E 84.59'
C3 203.75'533.00'21°54'08"S 63°34'07" E 202.51'
C4 191.55'272.00'40°21'00"S 32°26'32" E 187.62'
C5 275.91'233.00'67°50'52"S 46°11'29" E 260.07'
C6 220.37'567.00'22°16'08"S 68°58'52" E 218.99'
C7 145.30'240.00'34°41'16"S 40°30'09" E 143.09'
C8 100.77'231.33'24°57'36"S 10°40'43" E 99.98'
C3
C4
C5
C6
C7
C8
N 46
°
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6
9
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N 43
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5
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E
8
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6
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660
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7
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N 52
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3
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3
8
2
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7
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74
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99
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9
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N 2
8
°
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17
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1
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N
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S 51
°
1
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1
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E
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180.18'S 74°31'1
2
"
E
144
.
3
8
'
S 52
°
3
7
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0
3
"
E
S
1
2
°
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57.7
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2322.80'
95
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42
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N 43
°
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E
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N 50
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L2
L1
C2L5
C1
L3
POB
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L
C
S 40°58'42" E 538.90'
POB
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L
B
POB
P
A
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C
E
L
A
L4
50' EASEMENT OR TOE OF EMBANKMENT
WHICHEVER IS GREATER PER DON POPOFF
BLACK CANYON IRRIGATION DISTRICT ENGINEER
R=48'
560.
0
0
'
NEW
P
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L
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E
410.
8
2
'
50' PUBLIC UTILITY EASEMENT
INST. NO. 2018-031302
20' CITY OF CALDWELL
WATER LINE EASEMENT
R1) WARRANTY DEED (CORRECTION) INST. NO. 2022-035652
R2) SPECIAL WARRANTY DEED INST. NO. 2022-053426
R3) CORRECTION WARRANTY DEED INST. NO. 2024-011124
R4) RECORD OF SURVEY INST. NO. 2023-018134
R5) RECORD OF SURVEY INST. NO. 2015-035805
R6) RECORD OF SURVEY INST. NO. 2023-037268
R7) CITY VIEW TRACTS, BOOK 1, PAGE 9
R8) HTH SUBDIVISION, BOOK 39, PAGE 50
R9) INDUSTRIAL SITE NO. 5, BOOK 18, PAGE 8
REFERENCES:
CERTIFICATE OF SURVEYOR
SURVEY INDEX NO. 434-26-0-0-0-00-00
RECORD OF SURVEY / PROPERTY BOUNDARY ADJUSTMENT
CONGER MANAGEMENT GROUP
A PORTION OF THE NE1/4, AND A PORTION OF THE NW1/4,
SECTION 26, TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIAN,
CITY OF CALDWELL, CANYON COUNTY, IDAHO
2024
WWW.SAWTOOTHLS.COM DW
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:
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CHECKED BY:JOB#:
AR/JB 124143
FAX (208) 398-8105
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
DRAWN BY:
AR/GM1 OF 1
DATE:
09/2024
SHEET:
AWTOOTSHLand Surveying, LLC
SAWTOOTH LAND SURVEYING WAS CONTRACTED TO PREPARE THE PROPERTY BOUNDARY
ADJUSTMENT OF CANYON COUNTY PARCELS R3537100000, R3537101100 AND R0070500000
AS SHOWN HEREON.
THE EXTERIOR BOUNDARY OF THE PARCELS HAVE BEEN DEFINED BY THE SURVEYS, PLATS
AND DEEDS NOTED IN THE REFERENCES HEREON. ANY DISCREPANCIES BETWEEN THE
RECORD DATA AND THE FOUND MONUMENTS HAS BEEN NOTED. THE 50-FOOT BY 30-FOOT
STRIP ALONG THE SOUTH BOUNDARY HAS BEEN DESCRIBED IN WARRANTY DEED
(CORRECTION) INST. NO. 2022-035652 AND SPECIAL WARRANTY DEED INST. NO. 2022-053426.
THESE TWO DEEDS DESCRIBE THE STRIP BEGINNING FROM TWO DIFFERENT MONUMENTS.
THIS HAS CAUSED AND APPROXIMTELY 10.50-FOOT DIFFERENCE IN THE LOCATION. RECORD
OF SURVEY INST. NO. 2023-037268 HAS SURVEYED AND MONUMENTED THIS STRIP IN THE
LOCATION DESCRIBED IN SPECIAL WARRANTY DEED INST. NO. 2022-053426. THIS LOCATION FITS
AN EXISTING FENCED AREA AND IS BEING ACCEPTED FOR THIS SURVEY.
SURVEYOR NARRATIVE
I, JEFF BEAGLEY, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR,
LICENSED BY THE STATE OF IDAHO, AND THAT THIS MAP WAS DRAWN FROM AN ACTUAL
SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION, AND ACCURATELY
REPRESENTS THE POINTS MAPPED HEREON, AND IS IN CONFORMITY WITH THE STATE OF
IDAHO CODE RELATING TO PLATS, SURVEYS, AND THE CORNER PERPETUATION AND FILING
ACT, IDAHO CODE, AND I DO HEREBY STATE THAT AS OF THE DATE OF THIS SURVEY, AUGUST 2,
2024, THERE WERE NO VISIBLE BUILDING ENCROACHMENTS OVER THE PROPOSED PROPERTY LINES
OR INTO THE SETBACK LINES. THIS SURVEY DOES NOT CHANGE OR MOVE ANY PUBLIC OR PRIVATE
ROADWAY, EASEMENT OR PUBLIC DEDICATED AREA.
( FEET )
SCALE
0
1 INCH = 150 FT.
75 150 300150
JEFF BEAGLEY P.L.S. 11574
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