HomeMy WebLinkAbout18-140 ROS PBA - Recorded 211123ROS Nn_ /-;Z-.7/5 7
29 28
FOUND ALUMINUM CAP
NW CORNER SECTION 28
PER CP&F No, 2017-074125
I
I
1
LINE TABLE
LINE
BEARING
DISTANCE
L1
S0'43'51 "W
24.35
L2
S53'05'53"W
16.53
L3
N78"07'38"W
19.68
L4
S89' 18'46"W
45.49
L5
N8V 14'49"W
63.62
L6
N88'50'04"W
85.57
L7
N80'59'54"W
36.69
L8
N70'27'41 "W
25.64
L9
S89'15'00"W
20.04
L10
S64.04'03"W
27.64
L1 1
NO'52'21 "E
16.96
L12
N31'55'35"W
81.73
L13
SO'52'17"W
17.82
L14
N9'46'30"W
9.76
L15
N34'00'44"E
47.02
L16
N74.07'45"E
7.67
L17
S89'25'31 "E
26,47
L18
N89'25'31 "W
16.47
N89' 1247"E
t82+14.10
FOUND ALUMINUM CAP
NORTH 1/4 CORNER SECTION 28-\
BASIS OF BEARING
PER CP&F No. 2018-046039
S89'27'17"E 2609,40'-
,,-
--�
W. Chinden Blvd. (HWY 20/26)
S89.27' 17"E 1 1 1 1.87'
T�-
�
---------
Q
w rn
L12
CL 0
z r'
j
I
-,
S69.18'
13"W
270.56'
w
Parcel A
�9
11
z
Q
z
11.46± AC
-��
(.on
ORIGINAL LOT LINE
Unplatted
(k
0 100 200 400 600
Plan Scale
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BRG
CHORD
C1
45,00'
30,59'
38.56'33"
N75'32'13"E
30.00'
C2
115.00'
53.14'
26'28'39"
N18'41'13"W
52,67'
C3
455,00'
30.29'
3'48'53"
N37'57'40"E
30.29'
C4
455.00'
221.74'
27'55'22"
N1432'10"E
219,55'
I S>�•3J'7s'
1 •
21.20'-FT WITNESS CORNER
25' PRESCRIPTIVE 5$9 7777
(� R-O-W
ca
� co
E �
I
i
i
I
iwc N89.21'12"W
625.00'
[4��25-FT WITNESS CORNER
I
N75'32' 13"E
c 272.40'
N75'51' 12"E rs A
48.41 '� 9'
w
00 c.)
oa
S46.56'01 "E
299.29' _ z
L1
Parcel D
4579t AC
M
16
r-
_N
Lo
Peregrine Heights `"
Subdivision r
9
Q
LS89'25'31 "E
165.80'
END
(BEING ADJUSTED)
1
S89.25'31 "E 791.72' I
SOO.34'29"W
Parcel B 275.12'I
5.00t AC
N89'25'31 "W 791.54'
781.54'
Peregrine Heights
Subdivision
Parcel C
17.21± AC
h�v i
VN75'32'13"E ADJUSTED ��c'
C1 219.13' LOT LINE
NO CAP, PLACED
CAP MARKED
"ALB 12459" N90*00'00"E
N�..- 3�'322.61'
NOO.34'29"E
253.03'
i
w
(
i o Unplatted
ORIGINAL LOT LINE
i
z
(BEING ADJUSTED)
FOUND 2.5" IRON PIPE
CENTER SECTION 28
. . . . . .
��
•S89'21'12 E 2622.17. • . . . . . . . . . . . .
PER CP&F No.
. . . . . 2015-014105
C-W 1/16 CORNER
0,1ry N86'5339"W
625.00 - _
N89'21' 12"W
131 1,14' 4`1 189,53
FOUND ALUMINUM CAP
686.03'
L11 N89.14'25"W
0
789.53'
° _ a 0
�ti�0
0
U0
cD
r-
Record of Survey - Property Boundary Adjustment for
Providence Properties LLC,
Raymond Roark and Lonnie Kuenzli
Situated in a portion of the Northwest 1/4 of Section 28
and which includes lots 18 and 19, Block 1 of Peregrine Heights Subdivision,
soo'S5"w Township 4 North, Range 1 West, B.M.,
125.0000' City of Meridian, Ada County, Idaho.
Legend 2421
FOUND ALUMINUM CAP, AS NOTED
FOUND 5/8-INCH REBAR MARKED "PLS
65' ACCESS EASEMENT d 11118" (UNLESS NOTED OTHERWISE)
PER INSTRUMENT
No. 2021-167338 ® SET 5/8-INCH REBAR MARKED "ALB 12459"
Unplatted �WC WITNESS CORNER, SET 5�8-INCH REBAR
MARKED "WC ALB 12459
U FOUND 1/2-INCH REBAR AS NOTED
L•� CALCULATED POINT, NOTHING FOUND OR SET
1$ LOT NUMBER PER PEREGRINE HEIGHTS SUB.
SUBJECT PROPERTY BOUNDARY LINE
---•----- -- -- NEW LOT LINE
--- ---- ---- ORIGINAL LOT LINE (BEING ADJUSTED)
- - - SECTION LINE
ADJACENT PROPERTY LINE
---------------- EASEMENT LINE
L18
Notes
1. THE LOTS SHOWN ON THIS SURVEY ARE SUBJECT TO THE EASEMENTS PER
-L17 PEREGRINE HEIGHTS SUBDIVISION AND OTHER EASEMENTS SHOWN HEREON.
References
R1, PLAT OF PEREGRINE HEIGHTS SUBDIVISION, BOOK 68 OF PLATS AT PAGES 7026 AND
7027, RECORDS OF ADA COUNTY, IDAHO.
R2. PLAT OF THE OAKS NORTH SUBDIVISION No. 6, BOOK 120 OF PLATS AT PAGES
N 018759-18762, RECORDS OF ADA COUNTY, IDAHO.
`n R3. RECORD OF SURVEY No. 770, RECORDS OF ADA COUNTY, IDAHO.
N
R4. RECORD OF SURVEY No. 1767, RECORDS OF ADA COUNTY, IDAHO.
R5. RECORD OF SURVEY No. 9358, RECORDS OF ADA COUNTY, IDAHO.
r?
q
R6, RECORD OF SURVEY No, 10034, RECORDS OF ADA COUNTY, IDAHO.
v`ai R7. WARRANTY DEEDS PER INSTRUMENT Nos. 103127751 AND 95051408, RECORDS OF
ADA COUNTY, IDAHO.
Unplatted Surveyor Narrative
THIS RECORD OF SURVEY DEPICTS THE ADJUSTMENT OF A LINE BETWEEN FOUR
PARCELS (LABELED PROPERTY LINE BEING ADJUSTED), WHICH RESULTS IN PARCELS
A, B, C AND D, AS SHOWN HEREON. THIS SURVEY IS BASED UPON THE
RETRACEMENT OF SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A
FIELD SURVEY OF EXISTING MONUMENTATION. EXCEPT FOR WHERE LABELED HEREON,
MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH
THE REFERENCES LISTED HEREON, ALL PROPERTY CORNERS WHERE MONUMENTS OF
RECORD WERE DISTURBED OR NOT FOUND WERE SET/RESET AS SHOWN HEREON.
Certificate of County Recorder
WEST 1 /4 CORNER SECTION 2$ '� L10 , , .., _ 1 -
PER CP&F No. 2020-020780 --•-` '- .� `� �"" `' -"
Unplatted y.r- -'"" `" -� 4� The Oaks North
f
Subdivision No. 6
L
L6
L5
L4
The Oaks North
'`- Subdivision No. 6
STATE OF IDAHO ) -
SS
ADA COUNTY /\) jam,
INSTRUMENT NUMBER �L.�Sds��
I HEREBY CERTIFY THAT THIS SURVEY FILED AT THE REQUEST OF
AT MINUTES PAST O'CLOCK M., THIS 23 DAY OF J
A.D., IN MY 0 FI E AND WA7DULY RECORDED.
Unplatted
D •'UTY EX-OI FICIO REG RDER
FEE: '`/
Certificate of Surveyor
I, AARON L, BALLARD, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL
LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS
MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE
GROUND UNDER MY SUPERVISION, AND THAT THIS MAP IS AN ACCURATE
REPRESENTATION OF SAID SURVEY.
E N G I N E E R I N G
5725 N. DISCOVERY WAY
BOISE, IDAHO 83713
PHONE (208) 639-6939
kmengllp,com
1�•'z-3•• z-1
INDEX No. 414-28-4-0-68-7026