HomeMy WebLinkAboutFirenze Plaza - Final Plat V1DocuSign Envelope ID: C6448A99-3A7D-425E-A37F-20694D5B49A0
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APPROVED
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Legend
FOUND ALUMINUM CAP MONUMENT AS SHOWN
FOUND 5/8" REBAR, WITH PLASTIC CAP, PLS 13550
OR AS SHOWN
FOUND 5/8" REBAR, WITH PLASTIC CAP, PLS 5082
FOUND 1/2" REBAR WITH PLASTIC CAP, PLS 3619
SET 5/8"x 24" REBAR WITH PLASTIC CAP, PLS 7880
SET 1/2'S( 24" REBAR WITH PLASTIC CAP, PLS 7880
SET 1-1/4" COPPER DISC IN CONCRETE, PLS 7880
CALCULATED POINT (NOTHING SET)
SECTION LINE
SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
ROADWAY CENTERLINE
INTERIOR LOT LINE
- - - - - - - - - - EASEMENT LINE
- - - - ADJACENT LOTS
O LOT NUMBER
Line Table
LINE
BEARING
LENGTH
L1
N00°37'07"E
7.74'
L2
SO4°22'57"W
144.74'
L3
S00°37'07"W
81.76'
L4
S51°56'30"W
19.21'
L5
S00°37'07"W
119.54'
L6
S49°3O'04"E
34.11'
L7
S07°44'37"W
90.12'
L8
S00'37'07"W
76.72'
L9
S07'35'59"E
68.16'
L10
S08°42'03"W
94.26'
L11
S00'36'52"W
15.85'
L12
S00°38'03"W
38.01'
Line Table
LINE
BEARING
LENGTH
L13
N63025'02"W
4.94'
L14
S67°15'03"W
19.98'
L15
S19°00'11'W
4.79'
L16
S81°23'58"W
32.78'
L17
S00°36'27"W
7.77'
L18
N7612401
39.20'
L19
N00°26'21"E
93.97'
L20
N89°33'39"W
105.08'
L21
N89043'46"W
25.06'
L22
S00°26'20'W
28.00'
L23
S89°33'39"E
97.08'
L24
S00°26'21'W
93.97'
Final Plat
Firenze Plaza Subdivision
Located in the Southeast 1/4 of the Southeast 1/4 of Section 29,
Township 3 North, Range 1 East, Boise Meridian,
City of Meridian, Ada County, Idaho
2021
�G
S.29
1/4
FOUND ALUMINUM CAP
CP&F INST. No. 2017-051885
0 150' 300' 1
I
Scale:1 = 150'
I
N I
N
r
MESSINA MEADOWS SUBDIVISION NO. 2 `1\18919'52"W
48.00,
I I I I THE SOUTHEAST CORNER OF LOT 19, BLOCK 22
m' I II II BLOCK 22 l I OF MESSINA MEADOWS SUB NO. 2
PCSY355p•--J�Li- -L I 1�I-� I L1
\
S891952"E 1284.70'
w S00'37'07"W _
230.27'
N
I I z
POINT OF BEGINNING �
- C10
E. Santo Stefano Dr. L22 NOT A PART S89°40'14"E 316.30'
C11 • - - -
L23 N O O
i I i • Cj CD 3 4
NI
° L20 SEE SHEETS 2 & 3 FOR LOT DIMENSIONS AND o
I BLOCK 2
C8 N EASEMENT INFORMATION M
J J o
C13
C7 z O O
E. Mount Etna Dr.
_ _ S89 2253 E 144.81
• - - - -
•
Curve Table
II
E. Mount Etna Dr. -
T��II
rn
-
c6 -- --
N89°22'53"W 297.92'
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
I
o
C1
129.28'
399.25'
1813'11"
S00°36'52'W
128.72'
i I i
w
-- 0
C5
1
O3
O4
C2
90.94'
130.31'
39°59'17"
S22°29'1TW
89.11,
o
II
5
O
C3
17.95'
104.00'
9°53'20"
S56°45'54"W
17.93'
l oo
zll�
I
co
S.28
Notes
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR SUBDIVISION
BOUNDARY HAVE A 10-FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE &
PRESSURE IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND
IRRIGATION EASEMENTS ARE RESERVED FOR THE OWNERS ASSOCIATION, OR ASSIGNS.
2. LOTS 3 AND 9, BLOCK 1 ARE DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND
MAINTAINED BY THE OWNERS ASSOCIATION OR ASSIGNS.
3. IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 (1)(b) THE OWNER OF THIS
SUBDIVISION HAS PROVIDED AN UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THE
SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS FROM BOISE PROJECT BOARD OF
CONTROL FOR SAID IRRIGATION WATER.
4. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED AND
MAINTAINED BY THE OWNERS ASSOCIATION.
5. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY
APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
6. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE DIMENSIONAL STANDARDS OF THE ZONING DISTRICT IN EFFECT AT THE
TIME OF ISSUANCE OF BUILDING PERMITS.
7. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES
ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
8. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE 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."
9. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND
CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS AND EASEMENTS, FOR FILED AS INSTRUMENT No. 2021-
AS AMENDED FROM TIME TO TIME, RECORDS OF ADA COUNTY, IDAHO.
10. THIS SUBDIVISION IS SUBJECT TO A TEMPORARY LICENSE AGREEMENT WITH THE ADA COUNTY
HIGHWAY DISTRICT (ACHD) FOR LANDSCAPING AS RECORDED IN INSTRUMENT No. 2021-
, RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE MAINTAINED BY THE OWNERS
ASSOCIATION.
11. THIS SUBDIVISION IS SUBJECT TO THE MASTER STORM DRAIN EASEMENT WITH ACHD,
RECORDED AS THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT
RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO.2015-103256.
12. THIS SUBDIVISION IS SUBJECT TO AN EXISTING PERMANENT EASEMENT WITH THE ACHD FOR
ACHD STORM WATER STRUCTURES, AS RECORDED IN INSTRUMENT NO. 2021-
RECORDS OF ADA COUNTY, IDAHO.
13. THIS SUBDIVISION IS SUBJECT TO A DEVELOPMENT AGREEMENT, RECORDED AS INSTRUMENT
No. 2018- AS MAY BE AMENDED FROM TIME TO TIME, RECORDS OF ADA COUNTY,
IDAHO.
14. EXISTING CUT -FILL EASEMENT, RECORDED AS INSTRUMENT No. 2018- , RECORDS OF ADA
COUNTY, IDAHO.
15. DIRECT LOT OR PARCEL ACCESS TO S. EAGLE ROAD, S. MONTAGUE WAY AND E. AMITY ROAD IS
PROHIBITED.
16. FOR ADDITIONAL BOUNDARY INFORMATION, SEE RECORD -OF -SURVEY No. 10860, RECORDS OF
ADA COUNTY. IDAHO.
C4 I 78.40 1 584.00 7 4131 1 074 2344 W 78.34 0 o
E. Taormina Dr. CO `\
C5 30.42' 20.00' 87°09'04" N42°57'25"W 27.57' wo ro
N
C6 112.87' 72.00' 89°49'14" N44°2816"W 101.66' N 2 I
C7 31.42' 20.00' 90°00'00" N44°33'39"W 28.28' i 3 II z NOT A PART o l o BLOCK 1 6 9
i
C8 31.42' 20.00' 90oOO'Ol" S45°26'20"W 28.28' as II z I
� H OJ = I
C9 31.47' 20.00' 90-10'08" S44°38'43"E 28.33' - - era
I C W
CIO 78.16' 610.00' 7°20'28" S03°1354"E 78.10' c
Ce
C11 31.42' 20.00' 89°59'59" S44°33'40"E 28.28' i y II I O N
C12 125.66' 80.00' 90°0090" N44°33'39'W 113.14' II I J
I ZSAL LAND
C13 31.35, 20.00, 89°49'14" S44°28'16"E 28.24' OL14 �51� �G\STERF sO�
C9
L18 B L15 Draft Print
L � -
FOUND ALUMINUM CAP
FOUND ALUMINUM CAP CP&F o _ o INST No.112102945
INST. No.2017-120266 - - - - - - - - - - - - - - - - • ° - - - - - �'4
C3 toizsizort s:oz:asAnn
S.29 PLS 11118 N89°4346"W 315.21' N89°43'46"W 274.04' L16
1/4 _ 1327.71' - - - o * _ _ _ _ _ 1328.56' _ _ _ _ L17 _ - - L13 S`.29 5,28 1qTf
$.32 N00°26'20'E L21 N89°43'46"W 2656.27' E. Amity Rd. R. wA
48.00' S.32 S.33
6R
51 LAND
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH: 208.939.4041
PN 116015 SHEET 1 OF 5
DocuSign Envelope ID: C6448A99-3A7D-425E-A37F-20694D5B49A0
APPROVED
ovzv22
Final Plat for
Firenze Plaza Subdivision
I
C MESSINA MEADOWS SUBDIVISION NO.2
plCIO I S) I
• _ - - _ I H I - - - - I N89°39'52"W 48.00,
o
3
S89°39'52"E 1284.70'
1/161 H CORNER
M I\ M
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\ I w Jo I
ACHD PERMANENT EASEMENT
\ I INST. No. EXISTING IDAHO POWER EASEMENT
NOT A PART �INST. No.108137375 I
z i o ACHD PERMANENT EASEMENT
SEE ENLARGEMENT 1 C / % iA INST. No. POINT OF BEGINNING
E. Santo Stefano Dr. O
T S89°40'14"E 316.30' I L1
LC�L22 F158.1- -5' 158.15'o11 I
0
L23 0 100, 200' CDlo O3 �o M7 O �IJ
�S89°33'39"E 122.08'c �Oj I� I� o I
N_ I z l RI f1CK % II 1
I I I
I on c� See Sheet 1 for Notes and Legend 1s815'
Enlargement 2
Not to Scale
TDnr�1111
g I 49.5413.58'ACHD PERMANENTEASEMENTCDNINST. No. z Ir- oC13 I�57.50'
220 30'263.9' - - - - 21.43'_�z..-----------------158.15'-�- `-133.65'-- L4
E Mount Etna \ -��- - - - - -
S89°22'53"E 346.92' S89°22'53"E 689.68' o
- --
\ • - - 149.8'__
E. Mount Etna Dr.
N89°22'53"W 297.92---- ----- --------
ACHD PERMANENT EASEMENT
E. INST. No.
i C5 u �r
I
II L---- -- to I I 0
O I
130' 25' i 4
CD f I 55, l
m I ACHD PERMANENT EASEMENT I I 1
N v INST. No.
J ':'zl° I
3 I SEE SHEET 3 OF 5 FOR LOTS 1 THRU 9, BLOCK 1 AND LOTS 1 THRU 4,
II C_ - 2-,I BLOCK 2 FOR LOT DIMENSIONS AND EASEMENT INFORMATION I
E. Taormina Dr. t o I &; I I I
-- U w - I
I N M BLOCK 1 I
I
NOT A PART CD j I o �-
- O I
ACHD PERMANENT EASEMENT J I p o I
INST. No. I I I
II vi I
III ACHD PERMANENT EASEMENT ACHD PERMANENT INST. ACHD
INST. No.CID
ill
---� =
�_----J L-------
T ' I IRRIGATION EASEMENT Fj
NST No \----------j
g II I u
y I ACHD PERMANENT EASEMENT I I 5 5' O Zr
1 I I
INST. No. I I I O
30' 25' 8
of ACHD PERMANENT EASEMENT I- I
C9 INST. No.
- -
A° N89°43'46"W 315.21' o o N89°43'46"W 274.04' N L16
145.96' - - L17
---eVs21 -- - -- - -- - - -- - -- --�
N00026'20"E E. Amity Rd.
48.00' SEE ENLARGEMENT 2
I I
�6 46.32' I
I
I^
IJ
I
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00 �I W
0
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M
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I
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47.76'
o
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I
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I
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1.01'
L11
I
II
I
I
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I
61' IN
J o I
t
1
I \
SLOPE EASEMENT
SEE NOTE 14
S.29
S.28
S.32
S.33
5 ACHD PERMANENT EASEMENT
C11 INST. No.
I I h
L23 _
23.8' a
S89°33'39"E 122.08' \j
E. Mount Etna Dr. °
GHD.I �
O� L20
o l 23.66'
NT ACHD PERMANENT E
INST. No.
O�II o •II
Enlargement 1
Scale: 1" - 50'
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
129.28'
399.25'
18'33'11"
S00°36'52"W
128.72'
C2
90.94'
130.31'
39°59'17"
S22°29'17"W
89.11,
C3
17.95'
104.00'
9°53'20"
S56°45'54"W
17.93'
C4
78.40'
584.00'
7°41'31"
S74°23'42"W
78.34'
C5
30.42'
20.00'
87°09'04"
N42°57'25"W
27.57'
C6
112.87'
72.00'
89°49'14"
N44°28'16"W
101.66'
C7
31.42'
20.00'
90°00'00"
N44°33'39"W
28.28'
C8
31.42'
20.00'
90°00'01"
S45°26'20"W
28.28'
C9
31.47'
20.00'
9010'08"
S44°38'43"E
28.33'
010
78.16'
610.00'
7°20'28"
S03°13'54"E
78.10'
C11
31.42'
20.00'
89°59'59"
S44°33'40"E
28.28'
C12
125.66'
80.00'
90-00-00"
S44°33'39"E
113.14'
C13
31.35'
20.00'
89'49'14"
S44°28'16"E
28.24'
C14
78.54'
50.00'
90°00'00"
N44°33'39"W
70.71'
C15
78.38'
50.00'
8904914"
S44°28'16"E
70.60'
Line Table
LINE
BEARING
LENGTH
L1
S00°37'07"W
7.74'
L2
S04022'57"W
144.74'
L3
S00037'07"W
81.76'
L4
S51056'30"W
19.21'
L5
S00037'07"W
119.54'
L6
S49°30'04"E
34.11'
L7
S07o44'37"W
90.12'
L8
S0017'07"W
76.72'
L9
S07°35'59"E
68.16
L10
S08°42'03"W
94.26'
111
S00°36'52"W
15.85'
L12
S00°38'03"W
38,01'
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10/26/2021 9:08:49 AM
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Line Table
LINE
BEARING
LENGTH
L13
N63°25'02"W
4.94'
L14
S67°15'03"W
19.98'
L15
S19'00'11"W
4.79'
L16
S81°23'58"W
32.78'
L17
S00°36'27"W
7.77'
L18
N76°32'40"E
39.20'
L19
N00°26'21"E
93.97'
L20
N89°33'39"W
105.08'
L21
N89°43'46"W
25.06'
L22
N00°26'20"E
28.00'
L23
S89°33'39"E
97.08'
L24
S00026'21"W
93.97'
A-`� @*,
LAND
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:208.939.4041
PIN 116015 SHEET 2 OF 5
DocuSign Envelope ID: C6448A99-3A7D-425E-A37F-20694D5B49A0
APPROVED
OV21 zz
Final Plat for
Firenze Plaza Subdivision
ACHD PERMANENT EASEMENT
INST. No.
r 421.43' F
L
�- �,
°22'53"E 744�81--------------- --- _ _ --
u?
° - - - - - - - - - - - - - - - 158.15' -----133.65' -N
M O O
M -
0
S89°22'53"E 689.68' M
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- N - E. Mount Etna Dr. 0 2753' �1~ 3.47' 1
0
o�
• r-.45.41'----_116.84'---i14.94'c5 } Li
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I I 13'
I
---- ° r O N
30' 25'
I I I
1 5 5' l S89'20'39"E
I 1 116.18'
21.20' 114.73'
N89°31'45"W
I I )
II
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INST. No.
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N89°24'15"W 297.24'
II I
II I I
I 55 I O
I �I
30' I 25' I
IJ
FI- 13'
LI
° L18 I ° 68_02' 0 68.21 I (20 178.98' o- -
N89°43'46"W 315.21' -
0
- - 237.53,
31
ACHD PERMANENT EASEMENT I
INST. No.
M �
M
CITY OF MERIDIAN SEWER & WATER
EASEMENT INST. No.
CITY OF MERIDIAN WATER & SEWER
EASEMENT, INST. No.
S00°37'07"W 78.
S45037'07"W 37.78-
k 9.69'
��---129.96'--
T
IDAHO POWER EASEMENT
INST.No.108137375
O5
0
ao
IJ
L -1 14.60'
N89°22'53"W 147.05'
I \ N89°22'53"W 196.57'
u __ _
-I 34.94' } --
F-
_ N
V M W �{
00 M M V
o T O SLOPE EASEMENT '
z SEE NOTE 14
75.03' _ 29.97' _ _ 169003' o MCA
178.98'- - ° N89°43'46"W 274.04' - - ° L16
SEE ENLARGEMENT 2
L17
E. Amity Rd. N89043'46"W 2656.27'- - - - -
57.50'
46.32'
w
o r
� c0
N89°22'53"W 143.43' w
IDAHO POWER EASEMENT ° 47.76'
INST.No.108137375 �I I
I
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N 61.01'
° L11
I I
N89°22'53"W
125.22'
IM
SLOPE EASEMENT 11
SEE NOTE 14
I
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-9.95, I °
I
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C19-� �
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S.29 S.28
S.32 S.33
S89°40'14
158.15'
CITY OF MERIDIAN WATER SEWER
EASEMENT, INST. No.
I w
1O O C � O
� L
M M
0
0
N z
v I
N 23.82' -f-
u, I�
o I N89°22'53"W
�I
M 158.15'
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2 I
I
M M
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-----158.15' --
•
316.30' 1 L1
158.15' I o
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d O M I
BLOCK 2 II
I I
31'
N89°22'53"W
149.54'
I 13.58'
I
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I
0 1
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1 I -133.65'-
0
SM
Lots 1 thru 4, Block 2
Scale: 1" = 60'
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Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C2
90.94'
130.31'
39°59'17"
S22°29'17"W
89.11,
C3
17.95'
104.00'
905320"
S56045'54"W
17.93'
C4
78.40'
584.00'
7°41'31"
S74023'42"W
78.34'
C5
30.42'
20.00'
87°09'04"
N42°57'25"W
27.57'
C16
31.42'
20.00'
90°00'00"
S45°37'07"W
28.28'
C17
43.74'
399.25'
6°16'37"
S06°45'10"W
43.72'
C18
85.54'
399.25'
121615"
S02°31'26"E
85.38'
C19
11.02'
104.00'
6004'23"
N54°51'26"E
11.02'
C20
6.93'
104.00'
3°48'56"
N59°4&06"E
Enlargement 2
Not to Scale
57.50'
Line Table
LINE
BEARING
LENGTH
L1
S00°37'07"W
7.74'
L2
SO4°22'57"W
144.74'
L3
S0017'07"W
81.76'
L4
S51°56'30"W
19.21'
L5
S00037'07"W
119.54'
L6
S49°30'04"E
34.11'
L7
S07°44'37"W
90.12'
L8
S00°37'07"W
76.72'
L9
S07035'59"E
68.16'
L10
S08042'03"W
94.26'
1-11
S00°36'52"W
15.85'
L12
S00°38'03"W
38.01'
L13
N63°25'02"W
4.94'
L14
S67°15'03"W
19 98'
L15
S19000'11"W
4.79'
L16
S81°23'58"W
32.78'
L17
S00036'27"W
7.77'
0 60' 120'
Scale 1" = 60'
See Sheet 1 for Notes and Legend
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10/26/2021 9:10:21 AM
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LAND
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:208.939.4041
PIN 116015 SHEET 2 OF 5
DocuSign Envelope ID: C6448A99-3A7D-425E-A37F-20694D5B49A0
&ERIDIAN}-
APPROVE
M. U07ME 2
FILE NUMBER: ^-
Final Plat
Firenze Plaza Subdivision
Certificate of Owners
KNOW ALL MEN BY THESE PRESENTS: THAT THE UNDERSIGNED, DOES HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED AS FOLLOWS:
A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SECTION 29, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 29 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST;
THENCE NORTH 00' 37' 07" EAST, A DISTANCE OF 1321.29 FEET ON THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 29 OF SAID TOWNSHIP 3 NORTH, RANGE 1 EAST
TO THE SOUTH ONE SIXTEENTH SECTION CORNER COMMON TO SAID SECTIONS 28 AND 29;
THENCE NORTH 89" 39' 52" WEST, A DISTANCE OF 48.00 FEET TO THE SOUTHEAST CORNER OF LOT 19, BLOCK 22 OF MESSINA MEADOWS SUBDIVISION NO.2, RECORDED IN
BOOK 101 OF PLATS AT PAGE 13373 OF ADA COUNTY RECORDS;
THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 230.27 FEET ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD, SAID POINT BEING THE POINT OF BEGINNING;
THENCE ON THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 622.64 FEET; THENCE SOUTH 08° 42' 03" WEST, A DISTANCE OF 92.53 FEET;
THENCE SOUTH 000 37' 07" WEST, A DISTANCE OF 182.58 FEET TO A POINT OF CURVE;
THENCE 167.29 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 118.64 FEET, A CENTRAL ANGLE OF 80° 47' 24", A CHORD BEARING OF SOUTH
41' 00' 46" WEST, AND A CHORD LENGTH OF 153.77 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD;
THENCE LEAVING THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH EAGLE ROAD AND ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD FOR THE FOLLOWING
COURSES AND DISTANCES:
THENCE SOUTH 81" 24' 30" WEST, A DISTANCE OF 81.35 FEET; THENCE NORTH 89" 43' 46" WEST, A DISTANCE OF 274.04 FEET;
THENCE SOUTH 00° 37' 07" WEST, A DISTANCE OF 14.96 FEET; THENCE SOUTH 87" 08' 50" WEST, A DISTANCE OF 42.40 FEET;
THENCE NORTH 89" 43' 46" WEST, A DISTANCE OF 264.69 FEET TO A POINT OF NON -TANGENT CURVE;
THENCE 46.94 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 89° 39' 07", A CHORD BEARING OF NORTH
45" 26' 40" EAST, AND A CHORD LENGTH OF 42.30 FEET;
THENCE NORTH 000 37' 07" EAST, A DISTANCE OF 670.18 FEET TO A POINT OF CURVE;
THENCE 30.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 87, 09' 04", A CHORD BEARING OF NORTH
42° 57' 25" WEST, AND A CHORD LENGTH OF 27.57 FEET;
THENCE NORTH 89" 22' 53" WEST, A DISTANCE OF 297.92 FEET TO A POINT OF CURVE;
THENCE 112.87 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 72.00 FEET, A CENTRAL ANGLE OF 89" 49' 14", A CHORD BEARING OF NORTH
44° 28' 16" WEST, AND A CHORD LENGTH OF 101.66 FEET;
THENCE NORTH 00" 26' 21" EAST, A DISTANCE OF 93.97 FEET TO A POINT OF CURVE;
THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90" 00, 0011, A CHORD BEARING OF NORTH
44° 33' 39" WEST, AND A CHORD LENGTH OF 28.28 FEET;
THENCE NORTH 89" 33' 39" WEST, A DISTANCE OF 105.08 FEET TO A POINT OF NON -TANGENT CURVE;
THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90° 00' 01 ", A CHORD BEARING OF SOUTH
45" 26' 20" WEST, AND A CHORD LENGTH OF 28.28 FEET;
THENCE SOUTH 000 2620" WEST, A DISTANCE OF 868.44 FEET TO A POINT OF CURVE;
THENCE 31.47 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 90" 10' O6", A CHORD BEARING OF SOUTH
44' 38' 43" EAST, AND A CHORD LENGTH OF 28.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST AMITY ROAD;
THENCE NORTH 89" 43' 46" WEST, A DISTANCE OF 25.06 FEET TO THE SOUTHEAST CORNER OF MESSINA MEADOWS SUBDIVISION NO.5, RECORDED IN BOOK 97 OF PLATS, AT
PAGE 12176 OF ADA COUNTY RECORDS;
THENCE NORTH 00' 26' 20" EAST, A DISTANCE OF 1094.46 FEET ON THE EASTERLY BOUNDARY LINE OF SAID MESSINA MEADOWS SUBDIVISION NO.5, MESSINA MEADOWS
SUBDIVISION NO.4, RECORDED IN BOOK 106 OF PLATS, AT PAGE 14601 AND MESSINA MEADOWS SUBDIVISION NO. 1, RECORDED IN BOOK 97 OF PLATS AT PAGE 12176 OF
ADA COUNTY RECORDS TO A POINT OF CURVE;
THENCE 78.16 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 610.00 FEET, A CENTRAL ANGLE OF 7" 20' 28", A CHORD BEARING OF SOUTH
03" 13' 54" EAST, AND A CHORD LENGTH OF 78.10 FEET;
THENCE SOUTH 00' 2620" WEST, A DISTANCE OF 28.00 FEET TO A POINT OF CURVE;
THENCE 31.42 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 89° 59' 59", A CHORD BEARING OF SOUTH
44° 33' 40" EAST, AND A CHORD LENGTH OF 28.28 FEET;
Certificate of Owners (continued
THENCE SOUTH 89" 33' 39" EAST, A DISTANCE OF 97.08 FEET TO A POINT OF CURVE;
THENCE 125.66 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 90° 00' 00", A CHORD BEARING OF SOUTH
44" 33' 39" EAST, AND A CHORD LENGTH OF 113.14 FEET;
THENCE SOUTH 00'26- 21" WEST, A DISTANCE OF 93.97 FEET TO A POINT OF CURVE;
THENCE 31.35 FEET ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 89° 49' 14", A CHORD BEARING OF SOUTH
440 28' 16" EAST, AND A CHORD LENGTH OF 28.24 FEET;
THENCE SOUTH 890 22' 53" EAST, A DISTANCE OF 744.81 FEET; THENCE NORTH 00" 37' 07" EAST, A DISTANCE OF 274.02 FEET;
THENCE SOUTH 89" 40' 14" EAST, A DISTANCE OF 316.30 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 15.72 ACRES MORE OR LESS.
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 DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN
THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS
AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
ABS ID-0 LLC, AN IDAHO LIMITED LIABILITY COMPANY
BY:
Acknowledgment
STATE OF IDAHO)
) S.S.
COUNTY OF ADA)
ON THIS _ DAY OF , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED BRADLEY R. BECKSTROM,
KNOWN OR IDENTIFIED TO ME TO BE THE AUTHORIZED SIGNATORY OF ALBERTSONS ID-0, LLC, THE LIMITED LIABILITY CORPORATION THAT EXECUTED THE INSTRUMENT OR THE
PERSON WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY CORPORATION
EXECUTED THE SAME.
IN WITNESS WHEREOF. I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR IDAHO
MY COMMISSION EXPIRES
Certificate of Surveyor
I, JAMES R. WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE
"CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
o�AL ANDS
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Draft Print
10/26/2021 8:58:29 AM
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=GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH: 208.939.4041
PN116015 SHEET 4OF5
DocuSign Envelope ID: C6448A99-3A7D-425E-A37F-20694D5B49A0
\./Yl �UN-
APPROVED
ChM, 07M/22
FU:
Final Plat
Firenze Plaza Subdivision
Approval of Central District Health
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.
CENTRAL DISTRICT HEALTH
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS
ON THE DAY OF
BY:
PRESIDENT
Approval of City Engineer
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
CITY ENGINEER
Approval of 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 DAY OF . THIS PLAT WAS DULY ACCEPTED AND APPROVED.
CITY CLERK, MERIDIAN, IDAHO
Certificate of County Surveyor
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT
COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COUNTYSURVEYOR
PLS
DATE
Certificate of the County Treasurer
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 SUBDIVISION HAVE BEEN PAID IN FULL.
THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
DATE
County Recorder's Certificate
COUNTYTREASURER
STATE OF IDAHO)
) S.S.
COUNTY OF ADA)
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC.
AT MINUTES PAST O'CLOCK .M., ON THIS DAY OF IN BOOK
OF PLATS AT PAGES THROUGH , INSTRUMENT NO.
DEPUTY EX-OFFICIO RECORDER
FEE:
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10/26/2021 8:59:49 AM
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LAND
GROUP
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH: 208.939.4041
PN 116015 SHEET 5 OF 5