HomeMy WebLinkAboutJMJ MORTGAGE PARAMOUNT POINT RECORDED PLAT V2APPROVED
DA EI 04/05/22
�I_E
ADA COUNTY RECORDER Phil McGrane 2021-163363
ROISF If1AHO °qs=1 CHE FOWLER 11/15/2021 09:32 AM
HORRUCKS ENGINEERS AMOUNT.$36.00
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01083975202101633630010016
PLAT RECORDING SHEET
Digital Plat Image Available in Separate System
BOOK 122
PAGE 19I45
Thru 1 19151
SURVEYOR I RON WRIGHT
SUBDIVISION NAME I PARAMOUNT POINT SUBDIVISION
OWNERS
BVA UC RE PARAMOUNT LLC
AT THE REQUEST OF I HORROCKS ENGINEERS
COMMENTS
NW'/4NE'/4 SEC 25 T4N R I W
APPROVED
0-5/zz
PARAMOUNT POINT SUBDIVISION
A 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
2021
(BASIS OF BEARINGS )
1/4 s 2a W. CHINDEN BLVD. (HWY 20-26)
C.P.&F. # 2017-072469 S89' 37' 14"E 2669.41'
P.O.C. s-z5
I.T.D. RIGHT-OF-WAY
INSTRUMENT # 2021-143918
P.O.B.-� • ' 37' 14"E 144.91', • S89° 3T 11
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S-24 S-19 p
C.P.&F. #2017-07247 W 0
S_25 S-30
50 2
dd
Line Table
Line #
Length
Direction
L1
70.00'
S00° 31' 43'W
L2
56.84'
SOO* 28' 01'W
L3
24.95'
S45' 45' 33"W
L4
44.20'
N89' 21' 24"W
L5
42.49'
S44' 30' 57"E
L6
44.11'
N89° 21' 24"W
LEGEND:BOOK 1 ,PAGE I45;
S_24 � S-,9
S-25 S-30 SECTION CORNER FOUND BRASS CAP P.L.S. ILLEGIBLE
S-24
too 1/4 SECTION CORNER FOUND 2" ALUMINUM CAP, P.L.S. 10729
S-25
SET 5/8" REBAR & PLASTIC CAP, P.L.S. # 19630
Q0 FOUND 5/8 REBAR AS NOTED
0 FOUND 1/2 REBAR P.L.S. # 7880
SET BRASS PLUG, P.L.S. # 19630
FOUND 5/8" REBAR WITH ILLEGIBLE CAP REHABILITATED WITH PLASTIC CAP P.L.S.# 19630
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
P.U.I.D. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT
- - SECTION LINE
-- BOUNDARY LINE
- - - - - EASEMENT LINE
LOT LINE
- - - - ADJACENT PARCEL LINE
- - - ROAD CENTERLINE
C.P. & F.# CORNER PERPETUATION AND FILING INSTRUMENT NUMBER
A.C.H.D. ADA COUNTY HIGHWAY DISTRICT
3O ADJACENT LOT NUMBER
Curve Table
Curve #
Radius
Length
Delta
Chord
Chord Length
C2
46.OV
15.07'
18°461Y
S09' 00' 50"E
15.00,
C3
46.00'
17.98'
22'23'55"
S29' 35' 54"E
17.87'
C4
20.50'
14.78'
41°18'28"
S19' 58' 57"E
14.46'
C5
179.50'
140.10'
44'43'09"
S21' 47' 18"E
136.57'
C6
221.53'
73.51'
19'00'42"
S09' 19' 58"E
73.17'
C7
28.00'
40.51'
82°53'10"
136' 19"E
37.07'
C8
155.00'
67.54'
24°5r58"
N76' 31' 31"E
67.01'
C9
180.00'
83.57'
26°36'04"
N77° 2V 34"E
82.82'
CIO
205.00'
89.57
25'01'12"
N76" 33' 09"E
88.81'
Cif
179.50'
100.29'
32°00'47"
S15' 26' 07"E
98.9Y
C12
179.50'
29.33'
9'21'39"
S36' 07' 20"E
29.29'
C13
179.50'
10.48'
3°20'42"
S42' 28' 31"E
IOAV
C14
28.00'
14.83'
30'2V23"
N79' 12' 52"E
14.65'
12 - 1 06 -} I I 08
07 - LEI'/%�� �,' p232"N O�Ca` • 0 \ \
• 56°' OJ� Gl \ \
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PLS# 7612 O L4 • ,00.89' - � - •18.� •C6 �� � / �.�$ �13g96 g i
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•� NOW 21' 24"W 159.00' C'9 • LOT 1
• L6 • S87° 01' 03"E 20.6
10' • C� �i - - - - G• 0
�,�---------- BLOCK2
(COMMON LOT) h
-03 - �(9� 01
O
PLS# 78800 - N89' 26' S6"W 254.00' - _PLS# 7880 S°20••W 225� p 02� O ��
M
OY BLOCK 21
1 V
m18 I 17 I 16 I 15 I 14 / O
PARAA40UNT SUBDIVISION N0. 5 1 /
BOOK 9Z PAGE 10969-10' 73
BASIS OF BEARINGS:
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.
SPONSIBLE CHARGE'
PLS# 7880 0
LOT 1 ��
PLS#7880
N80'15.20"W _ 225.90, 26 O 12
A6op \
'Neb 'sp \
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MONUMENTNOT
ACCEPTED DETAIL 'A"
(NOT To scAr�
THIS PROJECT BEGAN UNDER THE RESPONSIBLE CHARGE OF FRITZ
BROWNELL, PLS 8960, WHILE IN THE EMPLOY OF HORROCKS ENGINEERS.
AS OF MARCH OF 2021 MR. BROWNELL'S EMPLOYMENT WITH HORROCKS
CEASED. AFTER REVIEW OF THE PROJECT THIS SURVEYOR HAS ASSUMED
RESPONSIBLE CHARGE ON ANY AND ALL WORK FROM MARCH OF 2021
FORWARD. THIS PLAT REFLECTS MONUMENTS SET PRIOR TO MARCH OF
2021 BY MR. BROWNELL THAT ARE ACCEPTED BY THIS SURVEYOR AND ARE
DULY NOTED HEREON. IDAHO CODE 54-1223(6)
0 60' 120'
SCALE: 1" = 60'
KEY NOTES:
01 NORTH SLOUGH LATERAL ASSOCIATION EASEMENT INSTRUMENT No. 2018-020357
02 MONUMENT LIES N.13E., 0.33' FROM RECORD POSITION
03 MONUMENT LIES S.0.9E., 0.12' FROM RECORD POSITION
04 DOMESTIC SEWER EASEMENT INSTRUMENT No. 2021-038135.
05 DOMESTIC WATER EASEMENT INSTRUMENT No. 2021-038136.
06 A.C.H.D. PERMANENT EASEMENT INSTRUMENT No. 2021-056883
I
IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. 2021-029415
INGRESS AND EGRESS EASEMENT INSTRUMENT No. 2020-055045
A.C.H.D. PERMANANT EASEMENT INSTRUMENT No. 2021-056882
NOTE:
SEE SHEET 2 FOR DOMESTIC WATER EASEMENT. SEE SHEET 3 FOR INGRESS -EGRESS EASEMENT.
SEE SHEET 4 FOR NOTES, SEWER AND STORM DRAINAGE EASEMENTS. SEE SHEET 5 FOR
CONTINUATION OF NOTES AND IDAHO POWER EASEMENTS.
REFERENCE DOCUMENTS:
LINDER VILLAGE SUBDIVISION, BOOK 120 PAGE 18806-18811
PARAMOUNT SUBDIVISION NO. 5, BOOK 92 PAGES 10969-10973
PARAMOUNT VERANDA SUBDIVISION, BOOK 110, PAGES 15815-15817
RECORD OF SURVEY No.'s 12300, 11371, 10658, 5945, 4899
QUITCLAIM DEED'S, INSTRUMENTS NO.2020-041455 AND 2020-041456
SPECIAL WARRANTY DEED INSTRUMENT NO.2019-095391
QUITCLAIM DEED INSTRUMENT NO.2021-143918
ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE COMPANY, FILE NO.4109-3297277
NARRATIVE:
THIS SUBDIVISION PLAT WAS CONDUCTED AT THE REQUEST OF DWT INVESTMENTS LLC AND THOMAS
W. TOMLINSON ADMINISTRATIVE TRUST. THE LOT CONFIGURATIONS ARE BASED ON ANTICIPATED
STRUCTURE PLACEMENT. THE EXTERIOR BOUNDARY REFLECTS THAT AS SHOWN ON RECORD OF
SURVEY, PROPERTY BOUNDARY ADJUSTMENT NO. 12300. THE WESTERLY RIGHT-OF-WAY OF N. FOX
RUN IS DEFINED BY FOUND RIGHT-OF-WAY MONUMENTS PER PARAMOUNT SUBDIVISION NO. 5, ON FILE
IN BOOK 92, PAGES 10969-10973, RECORDS OF ADA COUNTY. SHOPS PLAZA DRIVE WAS CONVEYED ADA
COUNTY HIGHWAY DISTRICT VIA WARRANTY DEED, INSTRUMENT NO.2020-172496, RECORDS OF ADA
COUNTY PRIOR TO THE PLATTING OF THIS SUBDIVISION AND IS NOT BEING DEDICATED ON THIS PLAT.
THE WEST BOUNDARY OF THIS PLAT IS DEFINED BY LINDER VILLAGE SUBDIVISION, BOOK 120, PAGES
18806-18811, RECORDS OF ADA COUNTY.
LVD. � I I EII Dty 20-26)
7' WE APPROVED _
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MOUO SUBDIVISION NO. S5 O
OK 92. PAGE 10969-10973 15
11.
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PARAMOUNT POINT
0
A Z
75S-30
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SUBDIVISION
S
s
-24 p S-19
-zs s-30 SECTION CORNER FOUND BRASS CAP P.L.S. ILLEGIBLE
aoa 1/4 SECTION CORNER FOUND 2" ALUMINUM CAP, P.L.S. 10729
SET 5/8" REBAR & PLASTIC CAP PLS# 19630
FOUND 5/8 REBAR
O FOUND 1/2 REBAR
0 SET BRASS PLUG, P.L.S. # 19630
m SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT P.L.S. 19630 OR NOTED AS P.L.S. 8960
■ FOUND 5/8" REBAR WITH ILLEGIBLE CAP REHABILITATED WITH PLASTIC CAP P.L.S. 19630
p CALCULATED POINT
O SET 1" MAGNETICALLY DETECTIBLE COPPER DISK STAMPED ESMT P.L.S. 19630
e SET 1" MAGNETICALLY DETECTIBLE COPPER DISK STAMPED ESMT P.L.S. 8960
— — SECTION LINE
-- SUBDIVISION BOUNDARY LINE
— — — - EASEMENT LINE o g x 0
LOT LINE 4
— - - — ADJACENT PARCEL LINE
— - — ROAD CENTERLINE
A.C.H.D. ADA COUNTY HIGHWAY DISTRICT
0 ADJACENT LOT NUMBER �� c j N �5
O° KEY NOTES:
o NORTH SLOUGH LATERAL ASSOCIATION EASEMENT 2018-020357
0 01
m os DOMESTIC WATER EASEMENT INSTRUMENT No. 2021-038136.
a
I
I
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— — — ---- N89° 07' 25"W 220.81 `
LOT 1
BLOCK 2
(COMMON LOT)
Curve Table
Curve #
Radius
Length
Delta
Chord
Chord Length
C15
155.00'
8.87'
3"16'42"
I S87" 22' 09"W
Line Table
Line Table
Line #
Length
Direction
Length
Direction
L7
17.61'
N44" 27'35"W
rLine
12.36'
NOW 31'19"E
L8
9.77'
N89" 27' 11"W
34.50'
N89" 27' 35"W
L9
16.03'
NOW 32' 49"E
L20
15.00'
N00° 32' 25"E
L10
10.57'
N45" 37 25"E
L21
34.50'
S89" 27' 35"E
L11
27.92'
S44" 27' 35"E
L22
12.09
N89" 27' 35"W
L12
30.93'
S00" 32' 13"W
L23
15.00'
N00" 32' 25"E
L13
15.00'
N90" 00' 00"W
L24
12.00'
S89" 27' 35"E
L14
31.OT
NOW 32' WE
L25
34.54'
N89" 27' 35"W
L15
24.55'
S45" 00' 00"E
L26
15.00'
NOW 54' OTE
L16
11.59'
S88" 12' 45'W
L27
34.45'
S89" 27' 35"E
L17
16.92'
N45" 00' 00"W
L28
15.00'
N00" 31' 43"E
0 40' 80'
SCALE: 1" = 40'
2'2 uer-F L lt
CITY OF MERIDIAN DOMESTIC WATER EASEMENT
SHEET 2 OF 7
2775 W. Navigator Dr. HORRO CKS
DRAWN BY: MICHAEL AND
Suite 210
Meridian, ID 83642 1111 AARON CLEMENTS.
(208) 895-2520 E N G I N E E R S Project # ID-2166-2001
�K
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APPROVED
04,05122
1/4 S-24
5-25
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1 I �0 to N89.27' 35"W 125.11' C-
LOT 2
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S89° 21' 24 E N88° 12' 45"E .42 84 • L30 • —
44.20 • 57.85 S88.12' 45"W 1.5 C20 •
W. CHINDEN BLVD.
S89. 37' WE 2669.41'
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7— — — — —PARAMOUNT SUBDIVISION NO. 5 O 104
_
18 17 BLOC 21 16 BOOK 92, PAGE 10969-10973 15
PARAMOUNT POINT
SUBDIVISION
LEGEND:
S-24 p S-19
S-2LS,UpOS-30 SECTION CORNER FOUND BRASS CAP P.L.S. ILLEGIBLE
ao-* 1/4 SECTION CORNER FOUND 2" ALUMINUM CAP, P.L.S. 10729
O
•
0
e
SET 518" REBAR & PLASTIC CAP P.L.S # 19630
FOUND 5/8 REBAR
0 40' 80'
SCALE: 1" = 40'
FOUND 1/2 REBAR
SET BRASS PLUG, P.L.S. # 19630
SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT P.L.S. # 19630 OR NOTED AS P.L.S. # 8960
FOUND 5/8" REBAR WITH ILLEGIBLE CAP REHABILITATED WITH PLASTIC CAP P.L.S: 19630
SET 1" MAGNETICALLY DETECTIBLE COPPER DISK STAMPED ESMT P.L.S. 19630
SET 1" MAGNETICALLY DETECTIBLE COPPER DISK STAMPED ESMT P.L.S. 8960
— — SECTION LINE
-- SUBDIVISION BOUNDARY LINE
- — — — - INGRESS -EGRESS EASEMENT LINE
LOT LINE
— - - — ADJACENT PARCEL LINE
— ROAD CENTERLINE
0 ADJACENT LOT NUMBER
A.C.H.D. ADA COUNTY HIGHWAY DISTRICT
KEY NOTES•
OB INGRESS AND EGRESS EASEMENT INSTRUMENT No. 2020 - 055045.
Curve Table
Curve #
Radius
Length
Delta
Chord
Chord Length
C16
29.50'
45.14'
87.40'28"
N44.22' 39"E
40.86'
C17
29.00'
45.29'
89.28'53"
N44.43' 08"W
40.83'
C18
14.50'
22.78'
90.00'00"
S45" 32' 25'W
20.51'
C19
29.50'
48.18'
93*35'10"
S47. 43' WE
43.00'
C20
155.00'
26.63'
9.50'42"
S84.05' 08"W
26.60'
Line Table
Line #
Length
Direction
L30
18.68'
N88. 12' 45"E
APPROVED
sa—,L n aiosrzz
W. CHINDEN BLVD. (HWY 20-26)
1/4 S-24
— S89° 37' 141E 2669.41'
!� S-25
I
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I.T.D. RIGHT-OF-WAY
INSTRUMENT # 2021-143918
I I
Iao
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LOT 1
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BLOCK 1
co -
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to
5a mgl 1
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Line Table
Line #
Length
Direction
L31
5.89
S89° 27' 32"E
L32
14.72'
S45° 00' 00"W
L33
14.5V
S89° 27' 35"E
L34
13.00'
S00° 33' 16"W
WY12 33
----------- ----_ J
Q o • — —
�m
N00°32'25"E — — — —
-----------------
LOT 2 15.00 c N89° 27'35"W 179.54' Pts# a
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S89° 21' 97"E N88° 12' _N81
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PARAMOUNT POINT
SUBDIVISION
- - LEGEND:
S-24 p 5-19
S-25 S-30 SECTION CORNER FOUND BRASS CAP P.L.S. ILLEGIBLE
o00 1/4 SECTION CORNER FOUND 2" ALUMINUM CAP, P.L.S. 10729
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100.69'
i• S88° 12' 45"W 119.37' • `�N$�� • g1�1 y9M1 \ \ \
N89° 21' 24"W 44.20'
S72° 11' 58"W • i 002 00 `L•1
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LOT 4
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rN89'
(COMMON LOT)
VM
21'
56'W 15.83 09
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18
17
16 PARAMOU T SUBDIVISION NO. .5
_
BOOK 92, PAGE 10969-10973
U
SET 5/8" REBAR & PLASTIC CAP P.L.S. # 19630
FOUND 5/8 REBAR
FOUND 1/2 REBAR
SET BRASS PLUG, P.L.S. # 19630
SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT P.L.S. # 19630
0 40' 80,
SCALE: 1" = 40'
FOUND 5/8" REBAR WITH ILLEGIBLE CAP REHABILITATED WITH PLASTIC CAP P.L.S.19630
CALCULATED POINT
— • — SECTION LINE
-- SUBDIVISION BOUNDARY LINE
- — — — - A.C.H.D. EASEMENT LINE
- — — — - SANITARY SEWER EASEMENT LINE
LOT LINE
— - - — ADJACENT PARCEL LINE
--- ROAD CENTERLINE
A.C.H.D. ADA COUNTY HIGHWAY DISTRICT
3O ADJACENT LOT NUMBER
AD f ill
O SANITARY SEWER EASEMENT INSTRUMENT No. 2021-038135
06 A.C.H.D. PERMANENT EASEMENT INSTRUMENT No. 2021-056883
09 A.C.H.D. PERMANANT EASEMENT INSTRUMENT No. 2021-056882
NOTES: (SEE SHEET 5 OF 7 FOR CONTINUATION OF NOTES
1 NOTES 1 THROUGH 3 INTENTIONALLY DELETED.
4. STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN UNDERGROUND SEEPAGE BEDS ON -SITE
IN ACCORDANCE WITH CITY OF MERIDIAN AND/OR ACHD REQUIREMENTS.
5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE
ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS
OR AS SPECIFICALLY APPROVED AND/OR REQUIRED.
6. THIS SUBDIVISION RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT WHICH STATES:
NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR
BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE
SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE
(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN
OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,
AGRICULTURAL FACILITY OR EXPANSION THEREOF.
Curve Table
Curve #
Radius
Length
Delta
Chord
Chord Length
C25
221.53'
73.51'
19°00'42"
S09° 19' 58"E
73.17'
C26
28.00'
40.51'
82°53'10"
N22o 36' 19"E
37.07'
C27
155.00'
67.54'
24°5T58"
N76° 31' 31"E
67.01'
C28
218.00'
95.66' 1
25°08'26"
N76° 3V 11'E
94.89'
BOOK I a� ,PAGE 1 �S
�QE
APPROVED
W. CHINDEN BLVD. (HWY 20-26)
1/4 S-24
p._ S89" 37' 14"E 2669.41' _
S-25
S89° 21' 24 E N88° 12' 22"E 84.49' —
43.81—�---------
g-----0--------0 ---
L45 . 8"—12' O6"W 67.06' N89
Line Table
Line #
Length
Direction
L38
24.42'
N18° 02' 47"W
L39
10.00'
S89° 27' 35"E
L40
17.54'
N18"0747W
L41
15.10'
S05" 21' 20"W
L42
12.93'
N89" 38' 51"W
L43
6.85'
N89° 38' 51"W
L44
23.73'
S05" 21' 20"W
L45
44.01'
S89° 2124"E
L46
10.00'
S00" 31' 43"W
LOT 4 10�
)2,,
07 �� OZ � � � � •
i
i
N75" 57' 48"E 129�g6 / A 02 332
MI
Y
v
m
18 17 BLOC 21
16 PARAMOUO SUBDIV/SIONNO.5 BOOK 92. PAGE 10989-10973 15
I
I
I I
I I
I
t
I
O
a—
0
S-24 S-19 ofS-25 S-30 p
W
2
I mm"Amill M, MIN'1
SUBDIVISION
Curve Table
Curve #
Radius
Length
Delta
Chord
Chord Length
C21
221.53'
6.54'
1 "41'28"
S17" 59' 35"E
6.54'
C22
28.00'
3.93'
8"0T05"
N14" 48' 43"W
3.93'
LEGEND:
S-24 p S-19
S-25 S-30 SECTION CORNER FOUND BRASS CAP P.L.S. ILLEGIBLE
000 1/4 SECTION CORNER FOUND 2" ALUMINUM CAP, P.L.S. 10729
0 40' 80,
SCALE: 1" = 40'
Q SET 5/8" REBAR & PLASTIC CAP P.L.S. # 19630
QO FOUND 5/8 REBAR
O FOUND 1/2 REBAR
SET BRASS PLUG, P.L.S. 19630
O SET 1/2" REBAR WITH PLASTIC CAP MARKED ESMT PLS 19630
0 FOUND 5/8" REBAR WITH ILLEGIBLE CAP REHABILITATED WITH PLASTIC CAP P.L.S. 19630
0 SET 1" MAGNETICALLY DETECTIBLE COPPER DISK STAMPED ESMT P.L.S, 19630
— — SECTION LINE
-- SUBDIVISION BOUNDARY LINE
- — — — - IDAHO POWER EASEMENT LINE
LOT LINE
— - - — ADJACENT PARCEL LINE
— - — ROAD CENTERLINE
O ADJACENT LOT NUMBER
KEY NOTES:
@ IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. 2021-029415
NOTES:(CONTINUED)
7. IN COMPLIANCE WITH IDAHO CODE, SECTION 31-3805 (1)(B) THE OWNER OF THIS SUBDIVISION PROVIDED
AN UNDERGROUND PRESSURE IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR
ASSESSMENTS FROM THE SETTLER'S IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
8. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF AN ACHD TEMPORARY LICENSE AGREEMENT INSTRUMENT No. 2021-042460.
9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE
HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
10. DIRECT ACCESS TO FOX RUN WAY AND PLAZA SHOPS DRIVE IS PROHIBITED
11. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND
CONDITIONS OF THAT CERTAIN DECLARATION OF RECIPROCAL EASEMENTS WITH COVENANTS, CONDITIONS, AND
RESTRICTIONS FOR PARAMOUNT POINT SUBDIVISION, THAT ARE FILED AS INSTRUMENT NO.2020-055048, RECORDS OF
ADA COUNTY AND AS AMENDED FROM TIME TO TIME.
12. REFER TO THE FEMA DESIGNATED X ZONE FLOODWAY, FIRM PANEL 16001C0142J - 06/19/2020 THAT MAY AFFECT THIS
SUBDIVISION.
13. LOT 1 BLOCK 1 AND LOT 1 BLOCK 2 ARE DESIGNATED AS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY
THE OPERATOR, DWT INVESTMENTS, LLC., OR ASSIGNS AND ARE SUBJECT TO A BLANKET EASEMENT FOR PUBLIC
UTILITIES.
�� ,PAGE t'1119
PARAMOUNT
POINT SUBDIVISION
(E
APPROVED
04,05122
w
CER TIFICA TE OF OWNERS
KNOW ALL MEN / WOMAN BY THESE PRESENTS THAT THE UNDERSIGNED ARE THE OWNERS OF A REAL
PARCEL OF LAND HEREIN AFTER DESCRIBED AND THAT IT IS THEIR INTENTION TO INCLUDE SAID
PROPERTY IN THIS SUBDIVISION PLAT.
A portion of the N.W. 1/4 of the N.E. 114, Section 25, Township 4 North, Range 1 West, B.M., City of Meridian, Ada
County, Idaho, more particularly described as follows:
COMMENCING at the North I Comer, from which the northeast corner of the N.E. '/4 of said Section 25 bears
S.89"37'14"E., 2669.41 feet; thence along the west boundary of said N.W.'% of the N.E. '/4,
1) S.00"31'43"W., 70.00 feet to the northeast comer of Lot 12, Block 1 of Linder Village Subdivision, Book 120, Pages
18806-18811, records of Ada county, said corner also being a point on the south right-of-way of West Chinden Blvd.
per Quitclaim Deed Instrument # 2021-143918, records of Ada county, also known as U.S. Highway 20-26, and being
the POINT OF BEGINNING; thence along said south right -of --way,
2) S.89"37'14"E., 144.91 feet to the northwest comer of Parcel "A" of Record of Survey Property Boundary Adjustment
No. 12300; thence leaving said south right-of-way and along the west boundary of said Parcel "A",
3) S.00"3225°W., 263.71 feet to the southwest comer of said Parcel "A"; thence along the south boundary of said
Parcel"A",
4) S.89"27'35"E., 181.21 feet to the southeast corner of said Parcel A", which lies 14.08 feet west of the westerly
right-of-way of North Fox Run way; thence parallel with said westerly right-of-way,
5) N.00"3225"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,
6) 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,
7) 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,
8) S.00"31'24"yV., 200.58 feet to a point of curvature; thence continuing along a curve to the left,
9) 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,
10) S.44"0820"E., 149.70 feet to the most northerly comer 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,
11) S.45"45'33"W., 24.95 feet to the northeasterly comer 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,
12) N.86"1620"W., 225.90 feet; thence continuing,
13) N.89"26'56"W., 254.00 to the northwest corner of said Lot 18, also being a point on the east boundary of Linder
Village Subdivision, on file in Book 120, Pages 18806 through 18811, records of Ada County; thence along said east
boundary,
14) N.00"31'43"E., 568.06 feet to the northeast comer of Lot 12 of said Linder Village Subdivision and the POINT OF
BEGINNING.
CONTAINING 3.66 acres, more or less.
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 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 DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE
CONSTRUCTED WITH THE LIMITS OF SAID EASEMENTS.
AS OWNER OF LOT 1 BLOCK 1
BVA UC RE PARAMOUNT LLC, AN IDAHO LIMITED LIABILITY COMPANY
BY: BV MANAGEMENT SERVICES, INC., ITS EXECUTIVE MANAGER
t
BY: CORTNEY LIDDIARD, PRESIDENT
AS WELL AS
AS OWNER OF LOTS 2, 3, AND 4, BLOCK 1
DWT INVESTMENTS LLC, AN IDAHO LIMITED LIABILITY COMPANY
BY: BRIGHTON_CORPORATION, AN IDAHO CORPORATION, MANAGER
BY: ROBERT L. PHILLIPS, PRESIDENT
AND
PRESIDENT
AND
THOMAS W. TOMLINSON ADMINISTRATIVE TRUST
UNDER THE TOMLINSON FAMILY TRUST 4/7/1982
Ivy
BY: MARK W. LINDSAY, CO- RUSTEE
BY: DAVID V TURNBULL, CO -TRUSTEE
ACKNOWLEDGMENTS
STATE OF T VM0 }
COUNTY OF boatinw A1,L }
ON THIS a SJ� DAY OF De_tc bt r 2021, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED
CORTNEY LIDDIARD, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF BV
MANAGEMENT SERVICES INC. 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, 1 HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL,
THE DATE FIRST WRITTEN.
, K aRANDILOVE
NOTARY PUBLIC FOR THE STATE OF ,:OhrlW'SION NO. 3792 'NC, AFt'' PUBLIC
STATE OF IDAHO
MY COMMISSION EXPIRES: y �Z- ZOZ C1t MY COMMissioN EXPIRES oQ ,r«;
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE
IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS
ATTACHED, AND NOT TO THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CALIFORNIA} ,SS
COUNTY OF SAN DIEGO)
ON 00-000-C as , U')-\ BEFORE
(insert name and ltle of the officer)
PERSONALLY APPEARED MARK W. LINDSAY, WHO PROVED TO ME ON THE BASIS OF
SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN
INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS CAPACITY OF
CO -TRUSTEE OF THE THOMAS W. TOMLINSON ADMINISTRATIVE TRUST UNDER THE TOMLINSON
FAMILY TRUST 4/7/1982, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE TRUST UPON
BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER THE PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA
THAT THE FORGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
SIGNATURE ' (seal)
fLEANA SORANIDIS
Coffin No. 2279717 >
NOTARY PUBLIC - CAUFORNIA %
SAN DIEGO COUNTY
COMMOWE#n$V lch4,2023
STATE OF J. OIA,4 o }
COUNTY OF -Ai. i. }
ON THIS I ;-+ DAY OF Neat 'VI b e r 2021, BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED
ROBERT L. PHILLIPS KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF DWT
INVESTMENTS LLC 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.
SHARIVAUGHAN
MY COMMISSION EXPIRES: (o/-pjOp7� COMMISSION #20181002
NOTARY PUBLIC
STATE OF IDAHO
EXPIRES OMU
STATEOF Z+let_lnn }
COUNTY OF ".dta }
ON THIS I q DAY OF I mmm bti 2021, 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 CO -TRUSTEE OF
THOMAS W. TOMLINSON ADMINISTRATIVE TRUST UNDER THE TOMLINSON FAMILY
TRUST 4/7/1982 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 D TE FIRST WRITTEN.
NOTARY PUBLIC F E S ATE OF
SHARIVAUGHAN
MY COMMISSION EXPIRES: (C - /-oZQa54 COMMISSION #20181002
NOTARY PUBLIC
STATE OF IDAHO
MY COMMISSION FYPIRES 0601 024
CER TIFI CA TE OF SUR VEYOR:
1, RON WRIGHT, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR,
LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF PARAMOUNT POINT 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 CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION
AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612.
1 aZ _PAC;F. M tt Z
0J'E
APPROVED J
�, e oamvzz
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA
COUNTY HIGHWAY DISTRICT COMMISSIONERS
ON THE �J-k _ DAY OF 20 *1�
TRUSTrzE OF EXISTING RIGHT-OF-WAY
Ar A C_'5lq( C
ACKNORMIGMENTS
STATE OF IDAHO }
COUNTY OF ADA } ss
PARAMOUNT POINT SUBDIVISION
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13
HAVE BEEN SATISFIED BASED ON A REVIEW BY A QUALIFIED LICENSED
PROFESSIONAL ENGINEER(QLPE) REPRESENTING THE CITY OF MERIDIAN AND
THE QLPE APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE
CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF
THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME OF THIS
APPROVAL, NO DRINKING WATER EXTENSIONS OR SEWER EXTENSIONS WERE
CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE
BUILDING PERMITS IF DRINKING WATER EXTENSIONS OR SEWER EXTENSIONS
HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY
CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT
FACILITIES THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE
WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED.
e.qq \0[[i e'[RERCJ
Ya I
E ADA °rl1
GUNITY
ON THIS )A*"" DAY OF 2021, BEFORE ME, THE CERTIFICATE OF ADA COUNTY TREASURER
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA,
KNOWN OR IDENTIFIED TO ME TO BE THE ORS" nr-44xOF THE f« STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY
ADA COUNTY HIGHWAY DISTRICT, THE PERSON WHO EXECUTED THIS INSTRUMENT ON THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES
BEHALF OF SAID DISTRICT, AND ACKNOWLEDGED TO ME THAT THE ADA COUNTY FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID
HIGHWAY DISTRICT EXECUTED THE SAME. IN FULL. THIS CERTIFICATION IS VALID FOR THE NQ� DAYS ONLY.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL
SEAL, THE DAY AND YEAR FIRST ABOVE WRITTEN.
- t' IV 1 7 1 RCJ+JVRCR
VALERIE FOLLETT
NOTARY PUBLIC
STATE OF IDAHO �J✓� %�w S /it
COMMISSION #60677
MY COMMISSION EXPIRES: Akvrw,16CC
APPROVAL OF MERIDIAN CITY COUNCIL
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 �'7"�'-DAY OF
THIS PLAT WAS DULY ACCEPTED AND APPROVED.
�a>vA*--e MONTH, 20 121 -
i .+.e.,.v� .\oea.�-.ate •PJ`( \\\\ II ---- - -�.� J. �e..�� .�ea�el \&I2 3
� PUGUSTq 193
Off¢
4
CENTER v [ tie° t+
APPROVAL OF MERIDIAN CITY ENGINEER
I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA
COUNTY, IDAHO HEREBY APPROVE THIS PLAT.
CERTIFICATE OF ADA COUNTY SURVEYOR
I, THE UNDERSIGNED PROFESSIONAL LAND 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.
A COUNTY RECORDER'S CERTIFICATE
STATE OF IDAHO } ss
COUNTY OF ADA }
I hereby certify that this instrument was filed for record at the request of Horrocks Engineers
at 3�- minutes past 41 o'Gock /1 .M.,
on this15 day of ! vW rr,,,, 20 ( , in
Book �22 of Plats and Pages ��'I3through �(J�
Instrument No. Zap[
Fee 4 06
l M, ECG 0 "/%
RECORDER
F
1, RON WRIGHT, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR,
LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF PARAMOUNT POINT 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 CODES RELATING TO PLATS, SURVEYS AND CORNER PERPETUATION
AND FILING ACT. IDAHO CODE 55-1681 THROUGH 55-1612.
BOOK ,PAGE_