HomeMy WebLinkAboutNew ROS4 SCALE
4 200 0 100 200 400 BASIS OF BEARING IS GRID NORTH, IDAHO STATE
PLANE COORDINATE SYSTEM, WEST ZONE, NORTH
88 5623" WEST BETWEEN THE SOUTHEAST CORNER OF
I ( FEET) SECTION 27 AND THE SOUTH 114 CORNER OF SECTION
1 INCH = 200 FT. 27
CERTIFICATE OF OWNERS
THIS IS TO CERTIFY THAT BRIDGETOWER INVESTMENTS, LLC., AN IDAHO LIMITED LIABILITY
COMPANY, IS THE OWNER OF THE PROPERTY DEPICTED ON THIS SURVEY AND THAT IT IS
THEIR INTENTION TO INCLUDE SAID LAND IN THE BOUNDARY LINE ADJUSTMENT.
BRIDGETOWER INVESTMENTS, LLC
BY.,
MIKE MCCOLLUM, MANAGER
ACKNOWLEDGMENT
PROPERTY LINE ADJUSTMENT SURVEY
FOR BRID GET 0 WER INVESTMENTS LLC.
A PORTION OF THE SE 114 OF SECTION 27,
4 N. , R. 1 W. , B. M. , CITY OF MERIDIAN, ADA CO UNTY, IDAHO
C1/4 CORNER 2020
SECTION 27 ;,E
5/8" REBAR WITH 2" 8
ALUMINUM CAP
PER CORNER RECORD L—
NO. 2020-099180 I N8921'04"W 851.69'
VICENZA
LAKES
SUBDIVISION
STATE OF IDAHO SS
COUNTY OF ADA
On this day of
in the year
before
I
me
a Notary Public in and for said State,
personally appeared Mike McCollum,
known or identified to me
to be the Manager
of Bridgetower Investments LLC, the
Limited Liability Company
that executed the
instrument or the person who executed
the instrument On behalf of said Limited
Liablity Company, and acknowledged
to me that such Limited
Liability Company
executed the some.
N
In witness whereof, I have hereunto
set my hand and affixed
my official seal the
f
day and year in this certificate first
above written.
3
a
i�
N
IN
14
VICENZA
SUB. NO. 3
INST NO.
2016-039550
PARCEL 3
Notary Public for I I
Residing at
My commission expires I FOUND 5/8" REBAR
W/YELLOW PLASTIC CAP
PLS 10729
COUNTY RECORDER CERTIFICATE CS 1/16TH CORNER
STATE OF IDAHO SS
COUNTY OF ADA
I hereby certify that this instrument was filed for record at the request
of WHPacific at minutes past o'clock M., on this
day of 20 in Book of Plats
at Pages through under instrument No.
Deputy
Ex—Officio Recorder
LEGEND
0
FOUND PLSS CORNER AS NOTED
FOUND 5/8" REBAR/CAP PLS 4347
UNLESS OTHERWISE NOTED
0
FOUND 1/2" REBAR/PLS 12459
o/
/ \
FOUND MAG NAIL
SET 5/8" X 24" REBAR WITH PLASTIC
CAP, PLS 17216
ElCALCULATED
POINT, NOTHING FOUND
OR SET
PARCEL BOUNDARY
ORIGINAL PARCEL BOUNDARY
•
NEW PARCEL BOUNDARY
— — — — —
RIGHT-OF-WAY LINE
RIGHT-OF-WAY CENTERLINE
— — — — — — — — — — — —
— — EASEMENT LINE
-- - -
-- SECTION LINE
EXISTING PARCEL LINE
�POB
POINT OF BEGINNING
3
a BAINBRIDGE
z SUB. NO.8
388.60'
N28'38'45"E
100.56'
N7"25'47"W
253.64'
Cps
VICENZA
SUBDIVISION
Ui
I I z
/ I I
II
VICENZA
231.99'
BAINBRIDGE
SUB. NO.9
'09"E 1744.35'
THIS RECORD OF SURVEY WAS COMPLETED AT THE REQUEST OF
BRIDGETOWER INVESTMENTS, LLC FOR THE PURPOSE OF
ADJUSTING THE NORTHERLY BOUNDARY LINE OF THOSE LANDS
DESCRIBED IN WARRANTY DEED INSTRUMENT NUMBER 11145309
RECORDED IN THE RECORDS OF ADA COUNTY, IDAHO, SOUTH TO
THE LOCATION SHOWN ON THIS MAP. THE BOUNDARY
RESOLUTION WAS DETERMINED AS FOLLOWS.
THE SOUTHERLY BOUNDARY OF THE SOUTHERLY PARCEL IS
ESTABLISHED BY THE NORTHERLY RIGHT OF WAY LINE OF W.
McMILLAN ROAD AS DESCRIBED IN WARRANTY DEED INSTRUMENT
NUMBER 113128365 (RECORDS OF ADA COUNTY). THE WESTERLY
BOUNDARY IS ESTABLISHED BY THE EASTERLY BOUNDARY OF
VICENZA SUBDIVISION AND BY FOUND MONUMENTATION (BOOK
108, PAGES 15026-15028, RECORDS OF ADA COUNTY), ALSO BY
PARCEL 3 OF WARRANTY DEED INSTRUMENT NUMBER
2016-039550 (RECORDS OF ADA COUNTY). THE NORTHERLY
BOUNDARY IS ESTABLISHED BY THE NORTHERLY BOUNDARY OF
THE SOUTHEAST 114 OF SECTION 27 AS ESTABLISHED BY
RECORD DATA AND FOUND MONUMENTS. THE WESTERLY
BOUNDARY IS ESTABLISHED BY THE EASTERLY RIGHT OF WAY OF
N. TEN MILE ROAD AS DESCRIBED IN WARRANTY DEED
INSTRUMENT NUMBER 2019-108995(RECORDS OF ADA COUNTY).
THE SOUTHERLY BOUNDARY OF THE NORTHERLY PARCEL IS
ESTABLISHED BY THE NORTHERLY BOUNDARY OF THE COLEMAN
SUBDIVISION AND BY FOUND MONUMENTATION (BOOK 108, PAGES
15196-15196, RECORDS OF ADA COUNTY).
136.21'
82.68'
DETAIL xrs / �� PARCEL
a
J
BAINBRIDGE
SUB. NO.10
SO'21'19'W
106.39'
INST NO. 2019-1
SO'21'19"W
DETAIL Nrs
FOUND 5/8" REBAR WITH NO CAP
OUT OF POSITION, SET 5/8"IN CORRECT S2'07'38"N
POSITION
194.03
E
S60"29'47"W S213'04"W
N8919'16"W 2653.50' 62.00' PARCEL LINE ELIMINATED WITH THIS PLAT 61.50'
656.26C
N88'57'42"W N1001'07"E SO"21'19"W
435.26' 112.39' INST N0. 11145309 110.60'
c a PLS 11118
N89'14'27"W 596.06'
INST NO. 11145309
PARCEL
B
ACHD PERMANENT SLOPE EAS
INST NO. 2014-086365
—LOT 1, BLOCK 1
VICENZA SUBDIVISION
I JUtfL1VIS10
OB
858.75' J
S1/4 CORN R
SECTION 27
ALUMINUM CAP
CORNER RECORD
NO. 2017-116131
S21"51'18"E \
79.91'�
S1 i
INST NO.
INST NO. 11
N88'S6'23"W 2654.57'
BASIS OF BEARING
604.68'
COLEMAN
SUBDIVISION INST No. 1
REFERENCES
R1) RECORD OF SURVEY NO. 4481, RECORDS OF ADA COUNTY, IDAHO. I I
R2) RECORD OF SURVEY NO. 8787, RECORDS OF ADA COUNTY, IDAHO.
R3) RECORD OF SURVEY NO. 8439, RECORDS OF ADA COUNTY, IDAHO.
R4) RECORD OF SURVEY NO. 4480, RECORDS OF ADA COUNTY, IDAHO.
R5) RECORD OF SURVEY NO. 4473, RECORDS OF ADA COUNTY, IDAHO.
R6) RECORD OF SURVEY NO. 9439, RECORDS OF ADA COUNTY, IDAHO.
R7) PLAT OF VICENZA SUBDIVISION, BOOK 108, PAGES 15026-15028,
RECORDS OF ADA COUNTY, IDAHO.
R8) PLAT OF COLEMAN SUBDIVISION, BOOK 108, PAGES 15196-15198,
RECORDS OF ADA COUNTY, IDAHO.
R9) WARRANTY DEED INST. NO. 108122881, RECORDS OF ADA COUNTY, IDAHO.
R10) WARRANTY DEED INST. NO. 108122883, RECORDS OF ADA COUNTY, IDAHO.
R11) WARRANTY DEED INST. NO. 111045309, RECORDS OF ADA COUNTY, IDAHO.
R12) WARRANTY DEED INST. NO. 113128365, RECORDS OF ADA COUNTY, IDAHO.
R13) WARRANTY DEED INST. NO. 2014-082525, RECORDS OF ADA COUNTY, IDAH .
R14) ACHD PERMANENT SLOPE EASEMENT INST. NO. 2014-086365,
RECORDS OF ADA COUNTY, IDAHO.
R15) CORRECTION DEED INST. NO. 2016-039550, PARCEL 3, RECORDS OF ADA
COUNTY, IDAHO.
R16) WARRANTY DEED INST. NO. 2019-108995, RECORDS OF ADA COUNTY, IDAH
I I
AT THE TIME OF THIS SURVEY THE E. 1/4 OF
SECTION 27 HAD BEEN DESTROYED BY ROAD
CONSTRUCTION. THE MONUMENT IS TO BE RESET BY
OTHERS UPON COMPLETION OF CONSTRUCTION.
LSURVEY MEASUREMENTS TO THE MONUMENT AS OF
01/15/2016 WERE USED FOR THIS POSITION
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CH. BEARING
CH. DIST.
C1
26'34'36"
555.00
257.44
N1422'38"E
255.14
C2
1119'59"
555.00
109.78
N33'19'55"E
109.60
C3
14*49'14"
225.00
58.20
NO101'10"W
58.04
C4
36'04'33"
396.00
249.34
N10'36'28"E
245.24
C5
28'06'30"
240.00
117.74
N1435'34"E
116.56
C6
20'49'05"
245.00
89.02
S19'05'40"E
88.53
C7
944'55"
245.00
41.69
S3'48'40"E
41.64
C8
2255'08"
385.00
154.00
S10'23'45"E
152.98
C9
22'55'09"
136.00
54.40
S10'23'45"E
54.04
LINE TABLE
LINE #
BEARING
DIST.
L1
S1'03'37"W
55.00
L2
S89'38'58"E
6.00
L3
N89'38'58"W
10.00
L4
SO'21'19"W
19.41
L5
S89'38'58"E
11.00
L6
S33'52'26"W
14.60
CERTIFICATE OF SURVEYOR
I, ROBERT GROMATZKY, AM A REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF IDAHO, AND DO
HEREBY CERTIFY THAT THIS MAP REPRESENTS AN ACTUAL
SURVEY MADE ON THE GROUND UNDER MY DIRECT
SUPERVISION AND COMPLIES WITH ACCEPTED STANDARDS
OF SURVEYING. I FURTHER CERTIFY THAT 1 HAVE
COMPLIED WITH TITLE 55, CHAPTER 16, IDAHO CODE.
O
17216 A
%GROMP�
PLS 111181W
HP
aclfs
1795.82_
W. McMILLAN ROAD 690 S Industry Way, Ste 10 AN NV5 COMPANY
SE CORNER Meridian, ID 83642
SECTION 27 208-342-5400 Fax 208-342-5353
ALUMINUM CAP
CORNER RECORD www.whpacific.com
NO. 2016-064167
L