CC - Short Plat PARAMOUNT POINT SUBDIVISION LEGEND:
24 ❑ 19
A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25, TOWNSHIP 4 NORTH, 25 30 SECTIONAL CORNER
RANGE 1 WEST B.M. CITY OF MERIDIAN ADA COUNTY IDAHO � 1/4 SECTIONAL CORNER R
> > > > SET 5/8" REBAR & PLASTIC CAP PLS# 8960 R c
2020 �
DO FOUND 5/8 REBAR P.L.S. 7880
( BASIS OF BEARINGS ) o O FOUND 1/2 REBAR P.L.S. 7880 II�II III
P.O.C. FIND.ALUMINUM CAP W. CHINDEN BLVD. (HWY 20-26) • FOUND 5/8 REBAR NO CAP
1/4 24 C.P.&F.#2014-102062 S89° 37' 14"E 2669.41' 24 19 Q � �� Nf
25 o O SET 1/2 REBAR WITH PLASTIC CAP MARKED ESMT PLS 8960 c 1 N E
FND. BRASS CAP 25 3
o C.P.&F.#111067853 w FOUND 5/8" REBAR WITH ILLEGIBLE CAP
•� _ S890 37' 14"E 303.51' 02 01 - - P.O.B. POINT OF BEGINNING ` 60' 120'
- - - - - - - - - -
LOT 1 - 0.22 ACRES 66.08' Line Table P.O.C. POINT OF COMMENCEMENT
P.O.B. o 03 ° L1 • O� O P.U.I.D. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT SCALE: 1 - 60
• S89 37.4"E 293.50 _ _ SECTION LINE
_144.91'- - - - 148.59' • �s • Line # Length Direction
r BLOCK 1 ---- BOUNDARY LINE
- - - - - - - - - - -I- 27.- - L1 12.01' S00° 22' 59"W
I I �-
EASEMENT LINE
I ri 06 I� L2 84.73' N00° 28' 57E LOT LINE
I I co" IQ0 _j x - - ADJACENT PARCEL LINE
LOT 2 I / L3 24.95' S450 45' 33"W
C.P. & F. CORNER PERPETUATION AND FILING INSTRUMENT NUMBER
CIS 0.54 ACRES N i O L4 44.20' N890 21' 55"W 30 ADJACENT LOT NUMBER
M C3 • 01 MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION
L5 42.49' S440 30' 57"E
I 10' P.W.D. L C)l NOT A PART C4 `s ° 02 MONUMENT HAS NO CAP AND IS 0.17' SOUTH OF RECORD POSITION
08 1 j I 29.50' 29.50' L6 44.11 N89 22 25 W
I
TI 03 ANTICIPATED FUTURE RIGHT-OF-WAY
• N90° 00' 00"W 144.88' I• i I z Curve Table 04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
O
I 05 I 06 I w Curve# Radius Length Delta Chord Chord Length 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
_ C
LO
- - - - - - I NI o � m C1 20.00' 31.56' 90°24'41" N44° 16' 22"W 28.39' 06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx
It-
L F_ I I Co t o P', Z) L6
- - - - - - - - - - - o I I o "' x 2O Q C2 46.00' 33.05' 41°10'08" S2o° 12'47"E 32.35' 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
o 00 I o8 I l 05 //I z N � Q � 3 C3 46.00' 15.07' 18°46'13" S09° oo' 50"E 15.00' o$ INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx
� I I - - - - - - �� w O J C4 46.00' 17.98' 22°23'55" 29° 35' 54"E 17.87' NOTES
�- w o - - _S89° 27' 35"E 181.21'_ iiI o' 0 00 S SEE SHEETS 2 & 3 OF 5 FOR EASEMENT LAYOUTS AND DIMENSIONS
--��,� M LOT 3 r - ��_• - - - - s / • I(� O Y C5 20.50' 14.78' 41°18'28" N19° 58' 57"W 14.46' REFERENCE DOCUMENTS:
0.71 ACRES _ I -I l o
I 00 01'19"W I Z O C6 179.50' 140.10' 44°43'09" S21° 47' 18"E 136.57' PARAMOUNT SUBDIVISION NO. , BOOK 92 PAGES 10,969-10,973
° I I I _ � m
o I I 04 48.97' Q ° ° PARAMOUNT VERANDA SUBDIVISION, BOOK 110, PAGES 15,815-15,817
o I C7 221.53' 73.50' 19 00'36" S09 19 58 E 73.16'
z 05 N I 08 05 • 29.50' 29.50' RECORD OF SURVEY NO. 11 ,371
7 I C8 28.00' 40.50' 82°52'27" N22° 36' 18"E 37.06' RECORD OF SURVEY NO. 10,658
BLOCK 1 I i RECORD OF SURVEY NO. 5,954
C9 154.76' 67.54' 25°00'21" N76° 31' 31"E 67.01'
LOT 5 I RECORD OF SURVEY NO. 4899
I_ CIO 180.00' 84.04' 26°45'07" N77° 25' 03"E 83.28' ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE
S89° 34' 52"E 144.83' w 0.83 ACRES I
• • "c�i I r C11 208.13' 89.50' 24'38'16" S76° 33' 09"W 88.81' COMPANY, FILE NO. 4109-3297277, ISSUED NOVEMBER 06, 2019.
° ° BASIS OF BEARINGS:
I I N o� \/ • •
\ �cb C) \ 4 C12 179.50 100.29 32 0047 S15 26 07 E 98.99
Ole THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF N.E. 1/4 SECTION 25,
06 %� • C13 179.50' 25.37' 8°05'54" S35° 29' 27"E 25.35' TAKEN AS S89037'14"E PER G.P.S. OPUS SOLUTION PROJECTED TO IDAHO WEST STATE PLANE
LOT 4 9 ° „ ° COORDINATE SYSTEM. BEARINGS ARE GRID, DISTANCES ARE GROUND.
I a 0.36 ACRES - - �I I % i 2� .���� • \ C14 179.50 14.44' 4 3628 S41 50' 39"E 14.43
o� _ , �� �3 • NARRATIVE:
II I I
L - I == �s6 ��2 O \ THIS PLAT WAS CONDUCTED AT THE REQUEST OF BVA. THE LOT CONFIGURATION IS BASED ON
- - -Cg • ���\32� 6g2i \ \ FUTURE STRUCTURE LOCATIONS. THE MOST NORTHERLY BOUNDARY IS DEFINED BY A 40, OFFSET
L4 100.6� 18.68' 6� 1� i SQ
• • • • s • s �° 0232E 70 FROM THE SECTION LINE AS SHOWN. THE WESTERLY RIGHT-OF-WAY OF N. FOX RUN IS DEFINED
3 N S88° 12' 45"W 119.37' 6 a BY FOUND MONUMENTATION ON SAID RIGHT-OF-WAY. THE MONUMENT DISCREPANCY REFLECTED_ • - r' N LOT 1 � p,, IN KEY NOTE 02 AND 03 IS THE RESULT OF THE DIFFERENCE FROM THE 40' RIGHT-OF-WAY AND THE
•o N89° 21' 24"W 158.52' C10 `s • i
•� • ° / 0.70
BOLOCK 2S `�7�9 \ FOUND MONUMENTS. SEE REFERENCE DOCUMENTS FOR INFORMATION UTILIZED TO DEPICT THIS
• C11 BOUNDARY AND SUPPORTING EASEMENTS.
L6 S87 01 03"E 120.60' (COMMON) gyp' p�
- - - - - h
90.00' 80.00' 84.00'
CERTIFICATE OF SURVEYOR:
s' - �� _ 82.13' nr -�
p - ° -'� - 6"pi •-_ _ 100.01' O W. CHINDEN BLV -2 I FRITZ BROWNELL DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR
3 N89 26 56 W 254.00 6 P' - ,� nj - --- - ------ - o
43.76' -r-- T- - --- -- LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN SUBDIVISION, AS DESCRIBED IN
N86 15 20 W 225.90' -- - -6"p� --• �'
12
Z _ THE CERTIFICATE OF OWNERS WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY DIRECT
BLOCK 21 I 0
- SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON,
18 I 17 I 16 I 15 I ROJECT = AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
0
14 13 - CORNER PERPETUATION AND FILINGS.
PARAMOUNT SUBDIVISION NO. 5
= I I BOOK 92, PAGE 10969-10973 / ATI N; `s�N�so
AFo 9a
o � o
FRITZ BROWNELL P.L.S. 8960
0
�rI BRO�NH�
VICINITY MAP
N.T.S. 2775 W. Navigator Dr. HOR-ROCKS
SHEET 1 OF 5
Suite 210Surveyed by D. McCarthy in
Meridian, ID 83642 January of 2020.
(208) 895-2520 E N G I N E E R S Project # ID-2166-2001
P.O.C. FND.ALUMINUM CAP ( BASIS OF BEARINGS )
1/4 24 C.P.&F.#2014 102062 W. CHINDEN BLVD. (HWY 20-26) t
z PARAMOUNT POINT
25 FND. BRASS CAP pC.P.&F.#111067853LuLu SUBDIVISION
P.O.B. A PORTION OF THE N.W. 1/4 OF THE N.E. 1/4, SECTION 25,
- - - - - - - - - -
LOT 1_ 0.22 ACRES • IRV
TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF
LEGEND: MERIDIAN ADA COUNTY' IDAHO
• • •
-
14 • 2�9 SECTIONAL CORNER 2020
- - - - - - - - - - - - - - - 25 30
R O
mK>:3 1/4 SECTIONAL CORNER
-- ----- I ------ S89°37' 10"E311_21_- �+ s
T ------ • 0 SET 5/8" REBAR & PLASTIC CAP PLS# 8960
10' P.U.I.D. 06
1 DO FOUND 5/8 REBAR P.L.S. 7880 II�II II�II
O FOUND 1/2 REBAR P.L.S. 7880 UNLESS OTHERWISE NOTED
I BLOCK 1 I
I � FOUND 5/8 REBAR NO CAP � 4
LOT 2 06 i 0 SET 1/2" REBAR WITH PLASTIC CAP MARKED c r N E
0.54 ACRES I • ESMT PLS 8960
0 FOUND 5/8 REBAR WITH ILLEGIBLE CAP 0 6I 120'
��• I 08 • ■ FOUND 5/8" REBAR WITH ILLEGIBLE CAP SCALE: 1" - 60'
P.O.B. POINT OF BEGINNING
�1 P.O.C. POINT OF COMMENCEMENT
NOT A PART I I P.U.I.D. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT
I
I SECTION LINE
I9� I I 29.50' 29.50'Ltil- -__- BOUNDARY LINE
I 1 �c I M I - - - - - EASEMENT LINE
I
• N� • R IM I LOT LINE
M I ADJACENT PARCEL LINE
I 05 o I 1 I N I C.P. & F. CORNER PERPETUATION AND FILING INSTRUMENT NUMBER
--- S89°27'35"E 139.86' z I 00 I N I 0 30 ADJACENT LOT NUMBER
----------44 1� to
Co I--
I L' I C/)o I o � 01 MONUMENT HAS NO CAP AND IS 0.20' SOUTH OF RECORD POSITION
N
• ----------�-4 liv �( ' I m
Q I S89°27'35"E 139.86' 1 ` h�% x ] L
02 MONUMENT HAS NO CAP AND IS OAT SOUTH OF RECORD POSITION
Q I co
LO
Lo
N I�, 1`� 0s oI �, o 03 ANTICIPATED FUTURE RIGHT-OF-WAY
O
SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
1N89°28'56"W 132.51o [ - = X, <,/BLOCK 1 �I -_ ,. I o m 05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx
LOT 3 4 - - - - - - - - - - - - - - --� z
L15 I •0 S89°28'S6"E 93 L30 75' �`� 1 • I Y o6 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx
I � -- - - - - . - - - 0O
0.71 ACRES O
I 1 J� m 07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
� � Q
L17
1 -� INGRESS AND EGRESS EASEMENT INSTRUMENT No. xxxxxxxxx
os L28
N 1 I I • 129.50' 29.50' Line Table Line Table
M I'6 1 I Curve Table
Curve# Radius Length Delta Chord Chord Length Line # Length Direction Line # Length Direction
I I 1 I 1
,I1 i i C15 218.00' 95.65' 25°08'22" N76° 36' 43"E 94.89' L7 10.00' N890 28' 56"W L21 34.00' N89° 27' 35"W
• LOT 5
L8 15.00' N00° 31' 04"E L22 15.00' S00° 32' 25"W
I� 0.83 ACRES I
• q2O 1 o I , ` L9 10.00' N89° 28' 56"W L23 34.00' S890 27' 35"E
• I N 4 NA Np
3 I I i 1 `� / • %STEgF`rG,pG L10 42.07' N44° 27' 35"W L24 12.36' S00° 32' 25"W
a I I 00
I o L11 10.57' S450 32' 25"W L25 16.91' S450 00' 0011E
07 FRITZ BROWNELL P.L.S. 8960
LO
N I M 1 z o5 ° 2 32i�2//' • ��qrF of L 12 16.03' S00° 32' 49"W L26 24.52' N45° 00' 00"W
LOT 4 0l I � �s6 • ��rleRow�``�
L 13 9.77' S890 27' 11"E L27 30.61' S00° 32' 14"W
a I I 0.36 ACRES �,
NQ- L21 i 9 �� • L14 17.61' S440 27' 35"E L28 15.00' N90° 00' 00"E
57
3
�I�-- I �75 ��A� L32 L15 34.45' N89° 27' 35"W L29 30.47' S00° 32' 13"W
N89°21'24"W-_-_S88° 12'36"W 85.14'-L23-N •
• - ---- • _ ���3 o i n ' o n
43.99- o- `�� / L 16 15.00 S00 54 02 W L30 30.06 N89 28 56 W
• •- - • • �S- �'I' L17 34.55' S890 27' 35"E L31 27.97' S180 02' 30"E
a I • ��136, �
LOT 1 o o „
o L 18 12.00 N89 27 35 W L32 5.27 N50 23 01 E
• 0\1 �N6�
• 0.70 ACRES L 19 15.00' S00° 32' 25"W L33 10.54' N82° 28' 3711E
• , L20 12.00' S890 27' 35"E L34 29.48' N72° 12' 30"E
BLOCK O
��'1 s87°01'o3"E 413.72' ---fl- C15 (COMMON) G� SHEET 2 OF 5
2775 W. Navigator Dr. HOR-ROCKS
O Suite 210 Surveyed by D. McCarthy in
- - - - - - - - - - - - • O Meridian ID 83642 II�II January of 2020.
6"pi 6"pi - 6"Pi - 6"pi - 6' Pi --- 6"pi
- - 6"pi
18 17 16 PARAMOUNT SUBDIVISION NO. (208) 895-2520 T
O BLOC 21 O BOOK 92, PAGE 10969-10973 15 14 P - -- - - 6„ -- • 12 E N G I N E E R S Project # ID-2166-2001
(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
2020
I I /
x o 05 I I // I �/ •
IV- c I I NOT A PART Curve Table
Curve# Radius Length Delta Chord Chord Length
I /
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ��/ I C16 134.00' 58.53' 25°01'41" N76° 33' 15"E 58.07'
04
� --------- N89°28'56"W173.80'
/5/ C17 144.00 62.82 24 59 39 N76 32 20 E 62.32
4-- -- ------------ 1 .
---------------
S89°27'35"E / II /,�� C18 28.00' 1.91, 3°55'02" N16° 52' 25"W 1.91,
C N E I I - - � �1� —r
- J
I -I-------- I I I /
S890 28'56"E 180.09' I Line Table
Line # Length Direction
I I I L 2 "W
I I LOT 5 35 11.71 S 74° 30' 9
L36 14.54' N740 30' 29"E
� I �
04 SEWER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx L37 10.00' N00° 24' 05"E
05 WATER MAIN EASEMENT PURSUANT TO INSTRUMENT No. xxxxxxxxx DETAIL 0 L38 12.94' S170 09' 53"E
06 PUBLIC UTILITY AND DRAINAGE PURSUANT TO INSTRUMENT No. xxxxxxxxx (, 20 L39 15.00' S00° 31' 04"W
07 IDAHO POWER PERMANENT EASEMENT INSTRUMENT No. xxxxxxxxx
� I I
I I
I I
06 �3�
� M
I I I W/ �11
/ C18
I I I ^�N � L35
N./�0
CIO
LOT 5
I000,
LOT 4 '''
I
I I 07 //' / / /��11�26
000,
s64000,
OV
000,
/10, N
� /
I �
I 07 I C16
° N88° 12'41"E 119.08' ----- —4 —,Ii - �i'
_ S89 21_28 E43.77 — ------------------ —'tom �, �i `�1 V� /
— — — \ _
J - -I— - - - - - - - - - - - - - - - - — — — — — — — — — — — — ---- — C17 /
L•N— ---------0------------------------- \ \
N89°21'28"W 43.98' S88° 12'41"W 119.21' \ / /
DETAIL "B
0 "
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2775 W. Navigator Dr. HOP.—ROCKS
SHEET 3 OF 5
Suite 210 Surveyed by D. McCarthy in
Meridian, ID 83642 II�II January of 2020.
(208) 895-2520 E N G I N E E R S Project # ID-2166-2001
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
CER TIFI CA TE OF OWNERS 2020
KNOW 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.
COMMENCING at the northwest corner of said N.W. '/4 of the N.E. '/4, 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., 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,
A CKN0 KEDGMEN T
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. '/4 of CER TIFI CA TE OF SURVEYOR:
the N.E. 1/4; thence along said west boundary, STATE OF IDAHO }
COUNTY OF } I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
19) N.00°31'43"E., 598.06 feet to the POINT OF BEGINNING. SURVEYOR, LICENSED BY THE STATE OF IDAHO. THAT THIS PLAT OF FOX RUN
ON THIS DAY OF 120 , BEFORE ME, THE SUBDIVISION, AS DESCRIBED IN THE CERTIFICATE OF OWNERS WAS PREPARED FROM
CONTAINING 3.885 acres, more or less. UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY AN ACTUAL SURVEY UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT
APPEARED DAVID W. TURNBULL, KNOWN OR IDENTIFIED TO ME TO BE THE ACCURATELY REPRESENTS THE POINTS PLOTTED HEREON, AND IS IN CONFORMITY
PUBLIC UTILITY AND DRAINAGE EASEMENTS ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF MANAGING MEMBER OF BRIGHTON INVESTMENTS LLC., THE IDAHO LIMITED WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER
ACCESS TO AND USE OF PUBLIC UTILITY AND DRAINAGE EASEMENTS REQUIRED TO SERVICE ALL LOTS AND LIABILITY COMPANY THAT EXECUTED THE WITHIN INSTRUMENT OR THE PERSON PERPETUATION AND FILINGS.
a
o PARCELS WITHIN THIS PLAT ARE PERPETUALLY RESERVED. WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
N COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY �►� LA�I/Q�
ALL LOTS IN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER & SANITARY SEWER SERVICE FROM THE CITY EXECUTED THE SAME. ��S G%STEgFO G,QG
OF MERIDIAN, AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL LOTS IN THIS SUBDIVISION. t�
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIXED MY
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN OFFICIAL SEAL, THE DATE FIRST WRITTEN. FRITZ BROWNELL P.L.S. 8960
THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE Sp
EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE '0-6�9rF OF
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 I BROW
LIMITS OF SAID EASEMENTS. ALL LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER NOTARY PUBLIC FOR IDAHO
SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE RESIDING AT:
LOTS WITHIN THIS SUBDIVISION. MY COMMISSION EXPIRES:
E
a
By.
DAVID W. TURNBULL, MANAGING MEMBER
BRIGHTON INVESTMENTS LLC
2775 W. Navigator Dr. HOR-ROCKS
SHEET 4 OF 5
Suite 210Surveyed by D. McCarthy in
Meridian, ID 83642 II�II January of 2020.
(208) 895-2520 E N G I N E E R S Project # ID-2166-2001
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
2020
HEALTH CERTIFICATE
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 CERTIFICATE OF COUNTY SURVEYOR
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH I, THE UNDERSIGNED COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO
COUNTY HIGHWAY DISTRICT THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH
SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COMMISSIONERS ON THE DAY OF 120 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
DISTRICT HEALTH DEPARTMENT, EHS DATE COUNTY SURVEYOR DATE
PRESIDENT OF THE ADA COUTNY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
APPROVAL OF CITY COUNCIL CERTIFICATE OF COUNTY TREASURER COUNTY RECORDER'S CERTIFICATE
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO )
DO HEREBY STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY COUNTY OF ADA } ss
THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES
CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID I hereby certify that this instrument was filed for record at the request of Horrocks Engineers
THIS PLAT WAS DULY ACCEPTED AND APPROVED. IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
at minutes past o'clock M.,
COUNTY TREASURER DATE on this day of 20 in
CITY CLERK, MERIDIAN, IDAHO DATE
Book of Plats and Pages through
Instrument No.
Fee
DEPUTY EX-OFFICIO RECORDER
CERTIFICATE OF SURVEYOR:
I, FRITZ BROWNELL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR, BY THE STATE OF IDAHO. THAT THIS PLATN FOX RUN
APPROVAL OF CITY ENGINEER SUBDIVISION LICENSED, DESCRIBED IN THE CERTIFICATE OF OWNERS WAG I S PREPARED
3
I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA FROM AN ACTUAL SURVEY ON THE GROUND UNDER MY DIRECT SUPERVISION
COUNTY, IDAHO HEREBY APPROVE THIS PLAT. 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.
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INDEX # 414-25-1-3-0-00-00
2775 W. Navigator Dr. HOR-ROCKS
SHEET 5 OF 5
Suite 210 Surveyed by D. McCarthy in
Meridian, ID 83642 II�II January of 2020.
(208) 895-2520 E N G I N E E R S Project # ID-2166-2001