Paramount Point Prelim Plat6'' pi 6'' pi 6'' pi 6'' pi 6'' pi
6'' pi
6'' pi
6'' pi
LOT 5
0.83 ACRES
LOT 2
0.54 ACRES
LOT 3
0.71 ACRES
LOT 4
0.36 ACRES
LOT 1
0.70 ACRESN00° 31' 43"E 598.06'163.71'148.59'
S89° 37' 14"E 303.51'30.00'107.35'162.76'S89° 37' 14"E 2669.41'
S89° 34' 52"E 144.83'
S89° 37' 14"E 293.50'S00° 31' 24"W 200.58'S
4
4
°
0
8
'
2
0
"
E
1
4
9
.
7
0
'C1
L2C2C3
C5C6C7C8S64°
0
2'
3
2
"
W
1
0
7.
9
4'
L4
L356.84'L
5
27.90'
S88° 12' 45"W 119.37'
NOT A PART
LOT 1 - 0.22 ACRES
N00° 32' 25"E 220.55'40.00'66.08'
29.50'
N89° 21' 24"W 158.52'
N64°
0
2'
3
2
"
E
1
4
6.
9
2'
L6
S64°
0
2'
3
2
"
W
1
4
2.
7
3'
C10
C11S87° 01' 03"E 120.60'C12113.20'40.19'90.00'80.00'84.00'82.13'
100.01'43.76'
29.50'
29.50'29.50'25'25'29.50'S00°01'19"W
48.97'
144.91'213.10'20.00'20.01'N89° 26' 56"W 254.00'N86° 15' 20"W 225.90'100.96'111.06'18.68'100.69'C1
4C13N90° 00' 00"W 144.88'
C9
C4S00° 32' 25"W 263.71'L1
S89° 27' 35"E 181.21'N00° 32' 25"E 162.49'W. CHINDEN BLVD./HWY 20-26
N. MERIDIAN RDLine Table
Line #
L1
L2
L3
L4
L5
L6
Length
12.01'
84.73'
24.95'
44.20'
42.49'
44.11'
Direction
S00° 22' 59"W
N00° 28' 57"E
S45° 45' 33"W
N89° 21' 55"W
S44° 30' 57"E
N89° 22' 25"W
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
Radius
20.00'
46.00'
46.00'
46.00'
20.50'
179.50'
221.53'
28.00'
154.76'
180.00'
208.13'
179.50'
179.50'
179.50'
Length
31.56'
33.05'
15.07'
17.98'
14.78'
140.10'
73.50'
40.50'
67.54'
84.04'
89.50'
100.29'
25.37'
14.44'
Delta
90°24'41"
41°10'08"
18°46'13"
22°23'55"
41°18'28"
44°43'09"
19°00'36"
82°52'27"
25°00'21"
26°45'07"
24°38'16"
32°00'47"
8°05'54"
4°36'28"
Chord
N44° 16' 22"W
S20° 12' 47"E
S09° 00' 50"E
S29° 35' 54"E
N19° 58' 57"W
S21° 47' 18"E
S09° 19' 58"E
N22° 36' 18"E
N76° 31' 31"E
N77° 25' 03"E
S76° 33' 09"W
S15° 26' 07"E
S35° 29' 27"E
S41° 50' 39"E
Chord Length
28.39'
32.35'
15.00'
17.87'
14.46'
136.57'
73.16'
37.06'
67.01'
83.28'
88.81'
98.99'
25.35'
14.43'
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF N.E. 1/4 SECTION 25,
TAKEN AS S89°37'14"E PER G.P.S. OPUS SOLUTION PROJECTED TO IDAHO WEST STATE PLANE
COORDINATE SYSTEM. BEARINGS ARE GRID, DISTANCES ARE GROUND.
2775 W. Navigator Dr.
Suite 210
Meridian, ID 83642
(208) 895-2520H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 1 - 5/22/2020 01:49pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH,
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020
Surveyed by D. McCarthy in
January of 2020.
Project # ID-2166-2001
SHEET 1 OF 5
SET 5/8" REBAR & PLASTIC CAP PLS# 8960
FOUND 5/8 REBAR P.L.S. 7880
BOUNDARY LINE
SECTION LINE
FND. BRASS CAP
C.P.&F. # 111067853
EASEMENT LINE
FOUND 1/2 REBAR P.L.S. 7880
CORNER PERPETUATION AND FILING INSTRUMENT NUMBERC.P. & F.
LOT LINE HO R R O
C
K
SEN
G I N E E R SN
0 60'120'
SCALE: 1" = 60'PARAMOUNT VERANDA SUBDIVISIONBOOK 110, PAGE 15815-15817PARAMOUNT SUBDIVISION NO. 5
BOOK 92, PAGE 10969-10973
18 17 16 15 14 13
12UNPLATTED SECTIONAL CORNER
1/4 SECTIONAL CORNER
24 19
25 30
24
25
W. CHINDEN BLVD.N. FOX RUN WAY24 19
25 30
FND. ALUMINUM CAP
C.P.&F. # 2014-102062
BLOCK 21
3
BLOCK 13 ADJACENT LOT NUMBER
PARAMOUNT SUBDIVISION NO. , BOOK 92 PAGES 10,969-10,973
PARAMOUNT VERANDA SUBDIVISION, BOOK 110, PAGES 15,815-15,817
RECORD OF SURVEY NO. 11,371
RECORD OF SURVEY NO. 10,658
RECORD OF SURVEY NO. 5,954
RECORD OF SURVEY NO. 4899
ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE
COMPANY, FILE NO. 4109-3297277, ISSUED NOVEMBER 06, 2019.
ADJACENT PARCEL LINE
PROJECT
LOCATION
(HWY 20-26)
MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION
MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION
ANTICIPATED FUTURE RIGHT-OF-WAY
01
02
03
04
0102
2
1
4
FOR R
E
V
I
E
W
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR,
LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN
THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY DIRECT
SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON,
AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
CORNER PERPETUATION AND FILINGS.
FRITZ BROWNELL P.L.S. 8960
L
RVEYORN
ORPISSEFLANO A
RD
REETIGES
698
S
U
OHADIFOET
A
TS 0
D
F
RITZ BR O W N E LLSEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx
07
03
06
BLOCK 2
BLOCK 1
BLOCK 1
IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
07
07
P.O.C.1/4
(COMMON)
THIS PLAT WAS CONDUCTED AT THE REQUEST OF BVA. THE LOT CONFIGURATION IS BASED ON
FUTURE STRUCTURE LOCATIONS. THE MOST NORTHERLY BOUNDARY IS DEFINED BY A 40' OFFSET
FROM THE SECTION LINE AS SHOWN. THE WESTERLY RIGHT-OF-WAY OF N. FOX RUN IS DEFINED
BY FOUND MONUMENTATION ON SAID RIGHT-OF-WAY. THE MONUMENT DISCREPANCY REFLECTED
IN KEY NOTE 02 AND 03 IS THE RESULT OF THE DIFFERENCE FROM THE 40' RIGHT-OF-WAY AND THE
FOUND MONUMENTS. SEE REFERENCE DOCUMENTS FOR INFORMATION UTILIZED TO DEPICT THIS
BOUNDARY AND SUPPORTING EASEMENTS.
P.U.I.D.PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT
P.O.C.POINT OF COMMENCEMENT
P.O.B.POINT OF BEGINNING
P.O.B.MERIDIAN ROADFOUND 5/8 REBAR NO CAP
SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960
FOUND 5/8" REBAR WITH ILLEGIBLE CAP
NOTES
SEE SHEETS 2 & 3 OF 5 FOR EASEMENT LAYOUTS AND DIMENSIONS
10' P.U.I.D.
05
06
06
05
04
05
05
05
W PL
A
Z
A
S
H
O
P
S
D
R
08 INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx
08
08
08
6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi 6'' pi
LOT 5
0.83 ACRES
LOT 2
0.54 ACRES
LOT 3
0.71 ACRES
LOT 4
0.36 ACRES
LOT 1
0.70 ACRES
148.59'
NOT A PART
LOT 1 - 0.22 ACRES
29.50'29.50'
29.50'29.50'25'25'29.50'S00° 32' 25"W 88.16'N89° 28' 56"W 132.51'S45° 00' 00"W 55.26'
N45° 00' 00"E 46.27'S89° 28' 56"E 93.75'
10' P.U.I.D.
S87° 01' 03"E 413.72'
S89° 37' 10"E 311.21'S00° 22' 50"W 348.31'S64°
0
2'
3
2
"
W
7
2.
9
5'
S75° 57'
3
9
"
W
1
3
1
.
0
2
'
S88° 12' 36"W 85.14'N89° 21' 24"W
43.99
N64°
0
2'
3
2
"
E
1
3
6.
1
7'
C15
S89° 27' 35"E 139.86'
S89° 27' 35"E 139.86'
L7 L8L9
L
1
0L11
L12L13
L
1
4
N00° 32' 25"E 63.47'S00° 32' 25"W56.25L15
L16L17
S00° 32' 25"W66.99L18
L19L20
S00° 32' 25"W 78.56'L21
L22L23
L24L25L26N00° 32' 25"E 201.61'L27L28 L29L30
L31L32
L33
L34
Line Table
Line #
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
Length
10.00'
15.00'
10.00'
42.07'
10.57'
16.03'
9.77'
17.61'
34.45'
15.00'
34.55'
12.00'
15.00'
12.00'
Direction
1
:
1
(
1
:
1
:
6
:
6
:
6
(
6
(
1
:
6
:
6
(
1
:
6
:
6
(
Line Table
Line #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
Length
34.00'
15.00'
34.00'
12.36'
16.91'
24.52'
30.61'
15.00'
30.47'
30.06'
27.97'
5.27'
10.54'
29.48'
Direction
1
:
6
:
6
(
6
:
6
(
1
:
6
:
1
(
6
:
1
:
6
(
1
(
1
(
1
(
Curve Table
Curve #
C15
Radius
218.00'
Length
95.65'
Delta
Chord
1
(
Chord Length
94.89'H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 2 - 5/22/2020 01:52pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25,
TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF
MERIDIAN, ADA COUNTY, IDAHO
2020
SET 5/8" REBAR & PLASTIC CAP PLS# 8960
FOUND 5/8 REBAR P.L.S. 7880
BOUNDARY LINE
SECTION LINE
FND. BRASS CAP
C.P.&F. # 111067853
EASEMENT LINE
FOUND 1/2 REBAR P.L.S. 7880 UNLESS OTHERWISE NOTED
CORNER PERPETUATION AND FILING INSTRUMENT NUMBERC.P. & F.
LOT LINE HO R R O C
K
SEN
G I N E E R SN
0 60'120'
SCALE: 1" = 60'PARAMOUNT VERANDA SUBDIVISIONBOOK 110, PAGE 15815-15817PARAMOUNT SUBDIVISION NO. 5
BOOK 92, PAGE 10969-10973
18 17 16 15 14 13 12UNPLATTED SECTIONAL CORNER
1/4 SECTIONAL CORNER
24 19
25 30
24
25
W. CHINDEN BLVD.N. FOX RUN WAY24 19
25 30
FND. ALUMINUM CAP
C.P.&F. # 2014-102062
BLOCK 21
3
BLOCK 13 ADJACENT LOT NUMBER
ADJACENT PARCEL LINE
(HWY 20-26)
MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION
MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION
ANTICIPATED FUTURE RIGHT-OF-WAY
01
02
03
04
2
1
SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx
07
BLOCK 2
BLOCK 1
BLOCK 1
IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
P.O.C.
1/4
(COMMON)
P.U.I.D.PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT
P.O.C.POINT OF COMMENCEMENT
P.O.B.POINT OF BEGINNING
P.O.B.MERIDIAN ROADFOUND 5/8 REBAR NO CAP
SET 1/2" REBAR WITH PLASTIC CAP MARKED
ESMT PLS 8960
FOUND 5/8" REBAR WITH ILLEGIBLE CAP
2775 W. Navigator Dr.
Suite 210
Meridian, ID 83642
(208) 895-2520
Surveyed by D. McCarthy in
January of 2020.
Project # ID-2166-2001
SHEET 2 OF 5
FOR R
E
V
I
E
W
FRITZ BROWNELL P.L.S. 8960
L
R
VEYORN
ORPISSEFLANO A
RD
REETIGES
698
S
U
OHADIFOET
A
TS 0
D
F
RITZ BR O W N E LLDETAIL "A" SEE SHEET 3 OF 5
DETAIL "B"
SHEET 3 OF 5
05
06
06
07
05
15'FOUND 5/8" REBAR WITH ILLEGIBLE CAP
W PL
A
Z
A
S
H
O
P
S
D
R
08 INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx
08
08
08
N88° 12' 41"E 119.08'
N64°
0
2'
2
8
"
E
1
0
7.
9
4'
C16
N89° 21' 28"W 43.98'S88° 12' 41"W 119.21'
C17
S64°
0
2'
2
8
"
W
1
1
2.
6
8'S13° 18' 17"W17.76N13° 18' 17"E24.46L35
L36
L37L38C18
S89° 21' 28"E 43.77'
6
(
181.21'
N89° 28' 56"W 173.80'
S89° 28' 56"E 180.09'S45° 00' 00"W 31.99'S45° 00' 00"W 23.00'L39Line Table
Line #
L35
L36
L37
L38
L39
Length
11.71'
14.54'
10.00'
12.94'
15.00'
Direction
6
:
1
(
1
(
6
(
6
:
Curve Table
Curve #
C16
C17
C18
Radius
134.00'
144.00'
28.00'
Length
58.53'
62.82'
1.91'
Delta
Chord
1
(
1
(
1
:
Chord Length
58.07'
62.32'
1.91'H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 3 - 5/22/2020 01:54pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH,
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020
Surveyed by D. McCarthy in
January of 2020.
Project # ID-2166-2001
SHEET 3 OF 52775 W. Navigator Dr.
Suite 210
Meridian, ID 83642
(208) 895-2520
04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx
07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
07
06
06
07
04
05
06
05
05
04
05
10'15'LOT 4
LOT 5
NOT A PART
LOT 5
W PL
A
Z
A
S
H
O
P
S
D
RHORROC
K
SEN
G I N E E R SN
H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 4 - 5/21/2020 02:05pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH,
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020
Surveyed by D. McCarthy in
January of 2020.
Project # ID-2166-2001
SHEET 4 OF 52775 W. Navigator Dr.
Suite 210
Meridian, ID 83642
(208) 895-2520
ON THIS DAY OF , 20 , BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY
APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE
MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED
LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON
WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY
EXECUTED THE SAME.
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY
OFFICIAL SEAL, THE DATE FIRST WRITTEN.
STATE OF IDAHO
COUNTY OF_____________
NOTARY PUBLIC FOR IDAHO
MY COMMISSION EXPIRES:
}
}
RESIDING AT:
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN
SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM
AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT
ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY
WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER
PERPETUATION AND FILINGS.
FOR RE
V
I
E
W
FRITZ BROWNELL P.L.S. 8960
L
RVEYORN
ORPISSEFLANO A
RD
REETIGES
698
S
U
OHADIFOET
A
TS 0
D
F
RITZ BRO W N E LLKNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED IS THE
REGISTERED AGENT OF A REAL PARCEL OF LAND HEREIN AFTER DESCRIBED AND
THAT IT IS THEIR INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION
PLAT.
By: _______________________________________
DAVID W. TURNBULL, MANAGING MEMBER
BRIGHTON INVESTMENTS LLC
PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF
ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND
PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED.
ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY
OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN
THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE
EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE
SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS
DESIGINATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE CONSTRUCTED WITH THE
LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER
SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE
LOTS WITHIN THIS SUBDIVISION.
COMMENCING at the northwest corner of said N.W. ¼ of the N.E. ¼, from which the northeast corner of the N.E. ¼ of
said Section 25 bears S.89°37'14”E., 2669.41 feet; thence along the west boundary of said N.W. ¼ of the N.E. ¼,
1)S.00°31'43"W., 40.00 feet to a point on the south right-of-way of West Chinden Blvd., also known as U.S. Highway
20-26 as it now exists, being the POINT OF BEGINNING; thence along said south right-of-way,
2)S.89°37'14"E., 303.51 feet to a point on the westerly right-of-way of North Fox Run Way as shown on the plat of
Paramount Subdivision No. 5, on file in Book 92, Pages 10970 through 10973, records of Ada County; thence along
said westerly right-of-way,
3)S00°22'59"W., 12.01 feet to a point of curvature; thence continuing along a curve to the right,
4)Having an arc length of 31.56 feet, a radius of 20.00 feet, through a central angle of 90°24'41" and a long chord which
bears S.44°16'22"E., 28.39 feet; thence continuing,
5)S.00°28'57"W., 27.90 feet; thence leaving said westerly right-of-way,
6)N.44°30'57"W., 42.49 feet to a point which lies 30.00 feet south of the south right-of-way of said West Chinden Blvd;
thence parallel with said south right-of-way,
7)N.89°37'14"W., 148.59 feet; thence leaving said parallel line,
8)S.00°32'25"W., 263.71 feet; thence,
9)S.89°27'35"E., 181.21 feet to a point which lies 14.08 feet west of the westerly right-of-way of said North Fox Run;
thence parallel with said westerly right-of-way,
10)N.00°32'25"E., 162.49 feet to a point of curvature on said westerly right-of-way; thence along said westerly
right-of-way and a curve to the left,
11)Having an arc length of 17.98 feet, a radius of 46.00 feet, through a central angle of 22°23'55" and a long chord
which bears S.29°35'54"E., 17.87 feet to a point of reverse curvature; thence continuing along a curve to the right,
12)Having an arc length of 14.78 feet, a radius of 20.50 feet, through a central angle of 41°18'28" and a long chord
which bears S.19°58'57"E., 14.46 feet; thence continuing,
13)S.00°31'24"W., 200.58 feet to a point of curvature; thence continuing along a curve to the left,
14)Having an arc length of 140.10 feet, a radius of 179.50 feet, through a central angle of 44°43'09" and a long chord
which bears S.21°47'18"E., 136.57 feet; thence continuing,
15)S.44°08'20"E., 149.70 feet to the most northerly corner of lot 12, Block 21 of said Paramount Subdivision No. 5;
thence leaving said westerly right-of-way and along the most northerly boundary of said Lot 12,
16)S.45°45'33"W., 24.95 feet to the northeasterly corner boundary of Lot 13, Block 21 of said Paramount Subdivision
No. 5; thence along the north boundary of Lots 13 through 18, Block 21 of said Paramount Subdivision No. 5,
17)N.86°15'20"W., 225.90 feet; thence continuing,
18)N.89°26'56"W., 254.00 to the north west corner of said Lot 18 and a point on the west boundary of said N.W. ¼ of
the N.E. ¼; thence along said west boundary,
19)N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING.
CONTAINING 3.885 acres, more or less.
2775 W. Navigator Dr.
Suite 210
Meridian, ID 83642
(208) 895-2520H:\!2020\ID-2166-2001 Paramount Fox Run Subdivision\Project Data\02 CAD\2.04 Survey CAD\ID-2166-2001_SHORT PLAT.dwg - Sheet 5 - 5/21/2020 02:07pm, michaelcA PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH,
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2020
INDEX # 414-25-1-3-0-00-00
Surveyed by D. McCarthy in
January of 2020.
Project # ID-2166-2001
SHEET 5 OF 5
DEPUTY
Book of Plats and Pages through .
on this day of , 20 , in
at minutes past o'clock .M.,
I hereby certify that this instrument was filed for record at the request of Horrocks Engineers
COUNTY OF ADA
STATE OF IDAHO
Instrument No. .
COUNTY SURVEYOR DATE
PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
CITY CLERK, MERIDIAN, IDAHO DATE
COUNTY TREASURER DATE
EX-OFFICIO RECORDER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA,
STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY
THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES
FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID
IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO
HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH
THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
ss}
CITY ENGINEER DATE
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13
HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH
THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL.
SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA
COUNTY, IDAHO HEREBY APPROVE THIS PLAT.
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO,
DO HEREBY
CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF
. THIS PLAT WAS DULY ACCEPTED AND APPROVED.
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA
COUNTY HIGHWAY DISTRICT
COMMISSIONERS ON THE DAY OF , 20 .
DISTRICT HEALTH DEPARTMENT, EHS DATE
Fee
}
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN
SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED
FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION
AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED
HEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING
TO PLATS, SURVEYS AND CORNER PERPETUATION AND FILINGS.
FOR RE
V
I
E
W