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Property Exceptions List:
Recorded documents benefiting or encumbering the property.
15. Permanent Slope Easement including terms and conditions thereof as
recorded in Instrument No. 2015-026908 and 2015-026911.
20. Water Main Easement including terms and conditions thereof as
recorded in Instrument No. 2018-098367.
21. Temporary Easement including terms and conditions thereof as recorded
in Instrument No. 2018-100442.
22. Perpetual Storm Water Drainage Easement recorded in Instrument No.
2018-100611.
23. Williams Pipeline easement location from ROS 11594: 11-06-2018
24. License Agreement including terms and conditions thereof as recorded in
Instrument No. 2019-001011.
Addendum to License Agreement including terms and conditions thereof as
recorded in Instrument No. 2019-016904.
25. Temporary License Agreement recorded in Instrument No. 2019-003094.
27. Pump Station Operation and Maintenance Agreement and Easement for
Compass Public Charter School recorded in Instrument No. 2019-0419140.
1318.57'
LINE TABLE
LINE
DIRECTION
LENGTH
L1
N00° 38' 57"E
35.60'
L2
N340 58' 48"E
22.08'
L3
S890 15' 44"E
139.50'
L4
N850 01' 37"E
50.25'
L5
N00° 36' 41 "E
55.00'
L6
S00° 36' 41 "W
155.88'
L7
N890 09' 23"W
102.95'
L8
S820 16' 35"E
8.17'
L9
N890 15' 37"W
94.13'
EL CATO LN.
LINE TABLE
LINE
DIRECTION
LENGTH
L10
N890 15' 44"W
90.18'
L11
N00° 38' 26"E
116.50'
L12
N890 15' 44"W
151.87'
L13
S890 15' 44"E
25.00'
L14
S890 15' 44"E
23.00'
L15
S890 15' 44"E
25.00'
L16
S00° 38' 57"W
78.25'
L17
S00° 38' 57"W
37.24'
L18
S880 05' 00"E
0.39'
LINE TABLE
LINE
DIRECTION
LENGTH
L19
S00° 36' 41 "W
10.97'
L20
S870 59' 14"E
26.12'
L21
S870 59' 14"E
25.41'
L22
N00° 34' 50"E
46.75'
L23
N050 38' 45"W
0.68'
L24
N890 15' 44"W
1.00,
L25
N890 15' 44"W
0.94'
L26
N890 15' 44"W
0.27'
CW 1/16 COR
CENTER 1/4 CORNER
ILLEGIBLE
SECTION 10
CR 112067279
ILLEGIBLE
S89011'02"E02635.74'
CR 20116-011211
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1317.17'
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101.63' z
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S00044'16"W 46.00'
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PARCEL A
4667 WA VIA TOR STREET I
4211584 S.F.
9.6 78 ACRES
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Parcel A 15
S89°15'37"*L�7
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51.38'102.95'rx)L9 102.95'
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10 DETAIL'q' L19 N89°15'41"W 154.33' 6 S890 15' 3TE 206.36'
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908.47'
RECORD OF SURVEY NO.
Instrument No. 2020-
State of Idaho, County of ADA ss
Filed for record at the request of COMPASS PUBLIC CHARTER SCHOOL INC.
Min. past o'clock M. this day of August, 2020
By Deputy Recorder
Fee:
The purpose of the survey was to facilitate a Property Boundary Adjustment with the Compass School property on the
_ • west and the rural residential property on the East. The work was performed for Compass Public Charter School Inc. in
the summer of 2020 using GPS and Conventional Survey techniques.
00
Note: The Survey is a continuation of the work performed by Aaron Rush, PLS 12464, from when he was employed by
cfl Fox Land Surveys Inc. A few monuments set by Aaron in 2018 and 2019 were destroyed with construction activities.
This survey reset an number of monuments previously set as noted on R8 and R10 with my monuments.
1. 1 found and accepted the Section Corner, three Quarter Corners and one 1/16th corner for this survey.
2. The R-o-W along W. Franklin Rd., S. Black Cat Road and W. Aviator Way was held per the record Deeds, Record of
Survey mapping and found Monumentation.
ti 3. The west line of Parcel A, beginning at the Point of Beginning, was set using a best fit line between the found pins
• along it. Reference R8.
4. The Northeast most corner of Parcel A was set at the point of entry of a found disturbed pin. Its' location
rn conforms with the fencing and deeds.
N 5. At the west end of Line 7, 1 held a line parallel with the east line of the SW 1/4 of the SW 1/4 running south to the
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north R-o-W of Franklin Road thus maintaining a 102.95' wide lot for the east adjoiner.
rn• 3: 6. The Southwest corner of Parcel B (Point of Beginning) was set holding a line parallel with the east line of the SW
1/4 of the SW 4 beginning at the north end of Line 5. It was placed on the north side of the D4 dedication to
0o ACHD. I found Aaron Rush's disturbed pin in this location. It was illegible. I replaced the pin and set my cap.
7. The Southeast corner of Parcel B was set based upon the R7 record distances from the two adjoining properties
M to the east and the found aluminum caps at 65'± west of the East line of the SW1/4 of the SW1/4. I set my pin
oand cap.
• (n 8. 1 set my pins and caps at the corners common to Parcels A and B.
9. 1 set a number of additional pins and caps along the property lines as requested by the Client.
o RECORD DATA 3
S1 Chesterfield Subdivision No. 1" Bk. 96, Pg. 11924; 09-29-2006
M R1 ROS 1655 for Charles B. Sturgell; 06-18-1990
R2 ROS 3245 for Frank Varriale; 06-26-1995
I
R3 ROS 4192 for Idaho Power Company; 03-10-1998
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Phil McGrane
Ex-Officio Recorder
0 50 100 200
SCALE: 1"=100'
Boundary
- - - Section
--
- - -- 1/4 Section
1/16 Section
- - - Record Boundary
------------
Record Easement
R/w Right -of -Way
Tie/detail
Found Brass Cap Monument
Found Aluminum Cap Monument
�O
Found 5/8" Rebar, Plastic Cap "FLSI PLS 12464" UNO
O
Found 1/2" Rebar, No Cap UNO
Set 5/8" Rebar, Plastic Cap "FLSI PLS7612"
•
Set 1/2" Rebar, Plastic Cap "FLSI PLS7612"
®
Found Chiseled "X" in Concrete
®
Set Copper Cap Monument "FLSI PLS7612"
®
Calculation Point, Nothing Found or Set
##
Exception Number, see Property Exception List
CD
Correction Deed
CR
Corner Record Instrument No.
POB
Point of Beginning
ROS
Record of Survey
UNO
Unless Otherwise Noted
WD
Warranty Deed
l�6. T!1 T`T C 4
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.
Fox Land Surveys assumes no liability for current or future compliance with applicable
planning and zoning ordinances and/or restrictions.
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.
R4 ROS 9481 for George & Kathleen Haneke; 06-19-2013 BASIS OF BEARING
R5 ROS 10683 for Ada County Highway District; 10-31-2016 The Basis of Bearings for this survey was established by GPS observations, projected to the Idaho
R6 ROS 11117 for Jerry & Carol Trana; 10-27-2017 state plane coordinate system, NAD 83 datum, West Zone. All bearings shown are on grid azimuth
R7 ROS 11258 for Ada Co. Highway District; 02-21-2018 I and all distances shown are at ground. Refer to the drawing for the specific line and monuments
R8 ROS 11513 for Compass Public Charter School; 08-29-2018 I used.
R9 ROS 11594 for Williams Pipeline: 11-06-2018
R10 ROS 11784 for Compass Public Charter School; 04-08-2019 p-P� LAND
R11 ROS 11955 for Northern Land Development; 08-06-2019 fro ��G\ S T®Fo G
D1 WD 2018-083763 _ `
o
D2 WD 2020-040714 i (�
D2 WD 2015-026910 V
D4 WD 2015-026909
D5 WD 2018-101096
D6 QC 2019-030220
D7 WD 2017-123974 ` Y
D8 WD2020-046502 I INDEX#
D9
D10
WD 2016-068731
WD 2018-083778
D11
WD 2020-089550
DETAIL 'E'
D12
WD 101013657
SCALE: 1" = 20'
D13
WD 2018-100444
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00038'36"W
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5.88'
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POB 00 o 0
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Parcel B 0 N89°15'37"W 65.28' U
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S89015'33"E 205.90'
R/W
N00035'11"E
35.88' _ _ _ �
�- 411.84'
CR 2018-016068 S89015'37"E 2640.62' W. FRANKLIN ROAD
Basis of Bearin s (PUBLIC RIGHT-OF-WAY)
S89015'37"E 140.69'
R/W
SEE��
DETAIL'E' - -
W 1/16 CORNER 1320.31'
15
CR 2018-088996
CERTIFICATE OF SURVEYOR
I, Timothy J. Fox, 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.
314-10-3-0-0-00-00
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