HomeMy WebLinkAboutSunshine Parcel Split Draft ROSX X X X X
X X X
X X
X
X X X
[] [] []
X
X
X X
X X X X X
X
X
X X X X
X
X
X
X
X
X
X X X X
X
X
X
[]
X X X X
X X
[ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[]
[ - ] [ - ]
[ - ]
[ - ] [ - ] [ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[] []
[]
[]
[]
[]
[]
R/W
R/W R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
S89° 15' 44"E 701.38'
25.00'
264.79' 205.75' 205.84'
N00° 38' 57"E
113.86'
174.87'
S00° 36' 41"W 576.98' S00° 36' 41"W 475.00'
419.95'
N87° 59' 14"W
51.53'
155.88'
N89° 15' 44"W 205.84'
N89° 09' 23"W
102.95'
N89° 15' 44"W
90.18'
N00° 38' 26"E
116.50'
N89° 15' 44"W 199.87'
S89° 15' 37"E
154.33'
N89° 15' 37"W
94.13'
10
16 15
W. FRANKLIN ROAD
N. BLACK CAT ROAD
CR 2018-016068
PARCEL 'A'
312,946 SF
7.184 ACRES
S00° 36' 41"W 411.41'
NEW
PARCEL
BOUNDARY
OLD PARCEL
BOUNDARY (TO BE
REMOVED)
N00°38'57"E 2653.05'
9
973.97'
1565.22'
X
X X X X X X X X X X
X X
X
X
[
]
[] [] [] []
PARCEL 'B'
118,737 SF
2.726 ACRES
S00°36'41"W 475.00'
WC
WC
25.00'
OLD
FOUNDATION
FOUND 1/2" PIN,
PLACED CAP
FOUND 1/2" PIN,
PLACED CAP
N00° 34' 50"E 810.74'
149.96' 248.40'
412.38'
OFFICE
SHED
SHOP
UNPLATTED (D3)
UNPLATTED
UNPLATTED
NOT A
PART (D4)
UNPLATTED
NOT A
PART
WILLIAM'S
PIPELINE ESMT.
SEE NOTE 6
75.00'
ESMT (E1)
SEE
NOTE 4
FENCE IS
1.4' SOUTH &
1.6' WEST
FENCE IS
1.5' WEST
FENCE IS
0.5' WEST
N00° 36' 41"E 575.83'
REPLACED
CAP
FOUND
BENT 1/2",
REPLACED
WITH 5/8"
0.57' NORTH,
PLACED CAP
PLACED
CAP
291.09'
496.25'
205.16'
N00°34'50"E
46.75' N00°36'41"E
37.02'
WILLIAM'S
PIPELINE
ESMT. SEE
NOTE 6
POB
PARCEL 'B'
230.36'
SEE
DETAIL 'A'
SEE
DETAIL 'B'
POB
PARCEL 'A'
UNPLATTED
NOT A
PART
UNPLATTED
NOT A
PART
ESMT (E2)
[ - ]
[ - ] [ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[ - ]
[ - ]
N82° 16' 35"W
8.17'
S00° 36' 41"W 411.41'
W. FRANKLIN ROAD
PARCEL 'A'
0.42'
PLACED
CAP
N89° 15' 37"W
94.13'
N00° 36' 41"E 419.95'
W. FRANKLIN ROAD
0.33'
N87° 59' 14"W 51.53'
11.61'
PARCEL 'B'
SEE
NOTE 5
POB
PARCEL 'B'
W 1/16 CORNER
CR 2018-016069
S89°15'37"E 2640.62'
1320.31'
S00°36'41"W 2651.30'
1802.54'
BASIS OF BEARINGS
10
15
CR 2018-016067
S00°32'36"W 2649.55'
9
10
CR 105185212
W. PINE
LANE
EL GATO
LANE
1318.57'
FOUND ALUMINUM CAP MONUMENT
FOUND BRASS CAP MONUMENT
SECTION
R/W
BOUNDARY
RIGHT-OF-WAY
RECORD EASEMENT
CALCULATION POINT, NOTHING FOUND OR SET
LEGEND
TIE/DETAIL
1/16 SECTION
1/4 SECTION
RECORD BOUNDARY
CR CORNER RECORD; ADA COUNTY RECORDS
ESMT EASEMENT
I.N. INSTRUMENT NUMBER; ADA COUNTY RECORDS
ROS RECORD OF SURVEY NUMBER
WC WITNESS CORNER
RECORD DATA
"CHESTERFIELD SUBDIVISION No. 1" BOOK 96, PAGE 11924; 09-29-2006
ROS 1655 FOR CHARLES B. STURGELL; 06-18-1990
ROS 3245 FOR FRANK VARRIALE; 06-26-1995
ROS 4192 FOR IDAHO POWER COMPANY; 03-10-1998
ROS 9481 FOR GEORGE & KATHLEEN HANEKE; 06-19-2013
ROS 10683 FOR ACHD; 10-31-2016
ROS 11117 FOR JERRY & CAROL TRANA; 10-27-2017
ROS 11258 FOR ACHD; 02-21-2018
(D1) WARRANTY DEED I.N. 2017-006807; 01-13-2017
(D2) WARRANTY DEED I.N. 114028934; 04-17-2014
(D3) PERSONAL REPRESENTATIVE CORRECTION DEED I.N. 108011815; 02-01-2008
(D4) WARRANTY DEED I.N. 2017-123974; 12-28-2017
(E1) PERMANENT SLOPE EASEMENT I.N. 2015-026911; 04-02-2015
(E2) PERMANENT SLOPE EASEMENT I.N. 2015-082161; 09-03-2015
SET 5/8" REBAR, PLASTIC CAP
FOUND 1/2" REBAR, NO CAP UNLESS OTHERWISE NOTED
FOUND 5/8" REBAR, NO CAP UNLESS OTHERWISE NOTED
FOUND 1" PIPE
X X X X X WIRE FENCE
[] [] [] [] [] [] WOOD FENCE
[ - ] [ - ] [ - ] [ - ] VINYL FENCE
CENTER 1/4 CORNER
SECTION 10
CR 2016-011211
CW 1/16 CORNER
CR 112067279
1317.17'
S89°11'02"E 2635.74'
R/W
R/W
848.76'
UNION PACIFIC RAIL ROAD
RIGHT-OF-WAY
INDEX#
FOR
FOX LAND SURVEYS, INC.
1515 SOUTH SHOSHONE STREET BOISE ID 83705
208-342-7957 - www.foxlandsurveys.com
ACAD DWG. FILE
SCALE: DATE:
DR. CK. PLOT SCALE:
SHEET OF
314-10-3-3-0-00-00
AS SHOWN AUGUST 2018 1 1
18022-LLA-SUNSHINE TRC APR 1:1
COMPASS PUBLIC CHARTER SCHOOL, INC.
BOUNDARY ADJUSTMENT RECORD OF SURVEY
WITHIN THE SW 1/4 OF THE SW 1/4 OF SECTION 10,
TOWNSHIP 3 NORTH, RANGE 1 WEST,
BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
Instrument No.
By
RECORD OF SURVEY NO.
Min. past o'clock M. this day of August, 2018
STATE OF IDAHO, COUNTY OF ADA ss
Filed for record at the request of
Fee:
COMPASS PUBLIC CHARTER SCHOOL, INC.
NOTES
1. THE RECORDING OF THIS RECORD OF SURVEY DOES NOT ENABLE THE
OWNERS OF THE PARCELS TO CONVEY OWNERSHIP BASED SOLELY ON
THIS MAP. A WRITTEN CONVEYANCE MUST ACCOMPANY SUCH CHANGE IN
OWNERSHIP. THIS RECORD OF SURVEY DOES NOT SERVE AS A LEGAL
DESCRIPTION FOR THE PROPERTY SHOWN ON THIS MAP.
2. FOX LAND SURVEYS, INC., ASSUMES NO LIABILITY FOR CURRENT OR
FUTURE COMPLIANCE WITH APPLICABLE PLANNING AND ZONING
ORDINANCES AND/OR RESTRICTIONS.
3. CERTIFICATION AND CERTIFY AS USED HEREIN MEAN TO STATE OR
DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE
FACTS OR FINDINGS, WHICH ARE THE SUBJECT OF THE CERTIFICATION,
AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER
EXPRESS OR IMPLIED.
4. REMNANTS OF OLD FENCE, OTHER IMPROVEMENTS AND PAROLE EVIDENCE
HLED FOR LOCATION OF BOUNDARY OVER DEED CALLS.
5. BOUNDARY CORNER AND 'T' POST FOUND AT OLD RIGHT-OF-WAY, BENT, 3'
BELOW GRADE UNDER NEW RIGHT-OF-WAY IMPROVEMENTS.
6. THE WILLIAMS PIPELINE EASEMENT IS 75' WIDE, BEING 20' SOUTHWESTERLY
AND 55' NORTHEASTERLY OF CENTERLINE OF THE ORIGINAL 22" MAINLINE,
AS FIELD LOCATED BY WILLIAMS PIPELINE.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS SURVEY WAS ESTABLISHED BY GPS
OBSERVATIONS, PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM,
NAD 83 DATUM, WEST ZONE. ALL BEARINGS SHOWN ARE ON GRID AZIMUTH AND
ALL DISTANCES SHOWN ARE AT GROUND. REFER TO THE DRAWING FOR THE
SPECIFIC LINE AND MONUMENTS USED.
CERTIFICATE OF SURVEYOR
I, AARON P. RUSH, DO HEREBY CERTIFY THAT I AM A
PROFESSIONAL LAND SURVEYOR, LICENSED BY THE
STATE OF IDAHO, AND THIS MAP HAS BEEN PREPARED
FROM AN ACTUAL SURVEY MADE ON THE GROUND
UNDER MY DIRECT SUPERVISION, AND IS AN ACCURATE
REPRESENTATION OF SAID SURVEY. IT IS IN CONFORMITY
WITH THE CORNER PERPETUATION AND FILING ACT,
STATE OF IDAHO CODE 55-1601 THROUGH 55-1612 AND TO
THE IDAHO CODE RELATING TO SURVEYS.
0
SCALE: 1"=
2.5 5 10
5'
D
E
R
E
T
S
I
G
E
R
12464
A
A
R
0
N
P
.
R
U
S
H
P
R
O
F
O
H
A
D
I
F
O
E
T
A
T
S
L
A
N
O
I
S
S
E
V
U
R
S
E
Y
O
R
L
A
N
D
REVIEW PLOT
2018-08-09
DETAIL 'B'
0
SCALE: 1"=
2.5 5 10
5'
DETAIL 'A'
0
SCALE: 1"=
15 30 30
30'
N