Existing Record of SurveyRecord of Survey / Lot Line Adjustmen
1,z:Z 6-1
'2 j147, /fG710
FOUND ALUMINUM CAP
S.27Q. W1/4 CORNER SECTION 26
1 S.26 T.4N., RAW., B.M.
CP&F INSTR. No. 112026997
S88058'52"E 30' McMULLEN
25.00' LATERAL EASEMENT
o S88058'52"E - NC
A '
m
i 5.00, PLS 4431 ; N
•NC
S88°58'52"E 296.55'
/ I "------ 277.98'
r I LPOB - "B" PARCEL "B" LLA
coAREA:±27,721 SQ.FT.
100 I (±0.636 AC)
L18 L15�
I �
SituatedPrime Desert Properties, LL.0
L9-)eing a portion of Block 12 of the Amended Plat of Verona Subdivision No. 4
in a portion 1 of 1
Township 41 North,t it
City of 1AdaCounty, Idaho
1 19
4 BRIDGETOWER OA LLC VERONA SUBDIVISION NO. 2 NC
- - ---*N_.0 3' ACHD EASEMENT
POB . "A" - W'-11ILANO DR. N. CORTONA WAY
_- �- �_ - IL
k S88 5852 E - + - y 0._®IL�
74.70' -NC 9NC- _- S82°03 5 E 321.73 = - IL `X
_ _
°' ' PLS 4431�-
L16 ) 30' IVlcMULLEN LATERAL EASEMENT
I I POB - C 89° S56'00"W 136.27'
.co
—I PARCEL "C"
O° I AREA:± 22,250 SQ.FT.
- ( (±0.511 AC) LLA _
POB - ��D��
S89056'00"W 297.75'
I
CITY OF MERIDIAN
WATER EASEMENT
60 C'7 I PARCEL II "
AREA:±56,937 SQ.FT._o--
I
0
z I T LLA
I
POB ."E" S89056'00"W 299.16'
,. ,
AREA:±57,576 SQ.FT. �- LLA
(±1.322 AC)
00
�0 I
I CITY OF MERIDIAN SEWER.
AND WATER EASEMENT
I - � C7
30 ® N88059'10"W 303.41' �.
25' LANDSCAPE BUFFER,
—z PRESSURIZED IRRIGATION &
ACHD SIDEWALK EASEMENT
bo LLACID
\ \�
VERONA SUBDIVISION NO. 2
LO
IN
\ \
NOT A PART \ \ \�
aLLA PLS 4431 I
• �• IL
0
0 I I
LLA PARCEL "All I ` I� "3WC —
o AREA: ±285,879 SQ.FT. I •
6' • (±6.563 AC.) PLS 4431 j 1 I IL IL PLS 4431
T
I
LLA I LED
r Y
com
r�
LLA
W. TURIN CT_
W 4 BRIDGEfOWER OA LLC
o i \ 30' McMULLEN
AMENDED PLAT OF N \ LATERAL EASEMENT
VERONA SUBDIVISION N0. 4 I ��--—————— — — — —
-
-
IL
L6 C4
06
<S
PARrF:1 "F" C9
AREA:±52,442 SQ.FT.
BLOCK 12 L o _ _ —
PLS 4431 IL 3 BRIDGETOWER OA LLC
--34.40'
106.70'
CDI ' (±1.204 AC) LLA
NOT A PART
w 4870 N TEN MILE RD. o
JACKSONS FOOD STORES INC = PARCEL °C" N I
o 12 w ' AREA:±38,131 SQ.FT. w
z, I ED
(±0.875 AC) o
0
CD Cal o
I o
z
ACHD STORM DRAINAGE EASEMENT z U � i
8 0 ACHD STORM
�- o L1 20' CITY OF MERIDIAN o DRA NAGE EASEMENT
�F-�-- ---- - °
�- - - -'I` WATER EASEMENT POB - "F" POB - "G" o - - - -
<9� I i I--- ---- _ z
— — — — —
-I
N 46.4' �__ _PL8I 00 R�in�
45.5' 329.99_._,_ 59.04' - 172.19--- -T---------)- - -•
L7 �!•, • - • _ 158.5T _
S.27k. S.26 - - 33.8- - o - ,� N01 ° E 33.275000 S88030125"E 689.67'
I �
f� - _ _ 709.56
S.34 S 35 S88058'52"E 2602.82_' - -
FOUND ALUMINUM CAP (BASIS OF BEARING)
SW CORNER SECTION 26 W. McMILLAN RD.
T.4N., RAW., B.M.
CP&F INSTR. No. 2016-064167
' \
NOT A PART J PLS443IX IL N
N89035'57"E 117.34' • NC z
5' PUBLIC UTILITIES, IRRIGATION AND
LOT DRAINAGE EASEMENT V v'
1 O' LANDSCAPE BUFFER AND
PUBLIC UTILITIES, IRRIGATION "'\\
N90000'00"E 458.40' AND LOT DRAINAGE EASEMENT
�164.29' 187.41' C8
_ NC "
1- • C14 cc
�- LLA V�- LLA L11�
NC NC 3'WC
PARCEL "H"OR
N PARCEL "J" � PLS 4431
AREA:±42 010 SQ.FT. AREA: ±42 640 SQ.FT. • NC
(±0.964 AC) o (±0.979 AC) C13T��
1
z I �• NC
3' ACHD SIDEWALK EASEMENT
25' LANDSCAPE BUFFER,
PRESSURIZED IRRIGATION & L12- �E--i
ACHD SIDEWALK EASEMENT
NOT A PART
II I v
- - - - S88030'25"E 136.02' L13 • NC
164.34'
29.60' -' 105.92' 15 T�
' Hwv +P �'
� -`-28�.1-'
-S.26
OB ill 1163.28'
POB - "FillP� --)/::-
S.35
FOUND BRASS CAP
31/4 CORNER SECTION 26
T.4N., RAW., B.M.
CP&F INSTR. No. 113099207
sm
a
�G
�C
0 80' 160,
SCALE: 1" = 80'
R/W
LLA
FOUND BRASS CAP MONUMENT
FOUND ALUMINUM CAP MONUMENT
FOUND 5/8" REBAR "PLS 7876", OR AS SHOWN
FOUND 1/2" REBAR "PLS 7876", OR AS SHOWN
SET 5/8"x24" REBAR WITH PLASTIC CAP, "PLS 13550"
SET 1-1/4" COPPER DISC W/MAGNET, "TLG PLS 13550"
CALCULATED POINT, NOTHING FOUND OR SET
LOT NUMBER, AMENDED PLAT OF VERONA
SUBDIVISION No. 4
LOT NUMBER, VERONA SUBDIVISION No. 2
ILLEGIBLE CAP
WITNESS CORNER
NEW PARCEL BOUNDARY LINE
ADJACENT LOT LINE
LOT LINE TO BE ADJUSTED
TIE LINE
SECTION LINE
ROADWAY CENTERLINE
EASEMENT LINE
RIGHT-OF-WAY LINE
LOT LINE TO BE ADJUSTED
1. SEE SHEET 2 FOR CERTIFICATIONS AND LINE/CURVE TABLES.
2. CURRENT ZONING OF THE PARCELS SHOWN HEREON IS C-G.
R1. AMENDED PLAT OF VERONA SUBDIVISION NO. 4, BOOK 102 OF PLATS AT PAGE 13476, ADA COUNTY RECORDS.
R2. VERONA SUBDIVISION NO. 2, BOOK 91 OF PLATS AT PAGE 10743, ADA COUNTY RECORDS.
Survey Narrative:
THE PURPOSE OF THIS RECORD OF SURVEY IS TO ADJUST AND CONSOLIDATE THE LOT LINES IN BLOCK 12 OF THE
AMENDED PLAT OF VERONA SUBDIVISION NO. 4. FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 26, THE
WEST QUARTER CORNER OF SECTION 26 AND THE SOUTH QUARTER CORNER OF SECTION 26 WERE HELD FOR BEARING
AND DISTANCE AS WELL AS FOUND MONUMENTS IN BLOCK 12, AS SHOWN HEREON.
V•lcpxC
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olu
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462 East Shore Drive, Suite 100
Eagle,10 83616
INDEX No.:414-26-3-0-0-102-13476
PN 119121 SHEET 1 OF 2
Record of Survey - Lot Line Adjustment / Consofidatio
2 or? , //6)Cd 615_'
THIS IS TO CERTIFY THAT PRIME DESERT PROPERTIES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, IS THE
OWNER OF THE PROPERTY DEPICTED ON THIS SURVEY AND THAT IT IS THEIR INTENTION TO INCLUDE SAID LAND
IN THIS LOT LINE ADJUSTMENT/ LOT CONSOLIDATION.
PRIME DESERT PROPERTIES, LLC
BY: NAGARJUN RE D, YARAP ,MANAGER
Acknowledgment:
J
STATE OF t 1°n p a
COUNTY OF _ 4 n Q.�' r "l f in
ON i I / _/ 1 J BEFORE ME, _4ndI~' -a-
Month Day Year Name and Title of Officer
PERSONALLY APPEARED
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S'ARE
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT/ SHE / THEY EXECUTED THE SAME IN
0HER / THEIR AUTHORIZED CAPACITY(IES), AND THAT BYco HER / THEIR SIGNATURE(S) ON THE INSTRUMENT THE
PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING
PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND AND OFFICIAL SEAL.
SIGNATURE OF NOTAI �LIC
ANDREA BELL
NotaryPublic- California Z
Z _ San Bemardino County
Commission # 9159624
My Comm. Expires Jul 11. 2020
(SEAL)
•one Table
LINE
BEARING
LENGTH
L1
S89 38 44 E
30.00
L2
S88058'52"E
18.57'
L3
S00021'16"W
60.32'
L4
S00021'16"W
60.17'
L5
N60000'06"W
66.00'
L6
N88059'10"W
48.40'
L7
881 °23'31 "E
88.81,
L8
S88°30'25"E
109.83'
L9
349033'38"E
57.02'
L10
N01000'50"E
48.90'
L11
S01000'23"W
18.37'
L12
S01 °00'23"W
80.84'
L13
S46°00'46"W
10.20'
L14
S46000'46"W
42.08'
L15
S00004'00"E
9.17'
L16
N89007'12"W
79,46'
L17
N00004'00"W
22.71'
L18
S89056'00"W
81,38'
L19
N00°21'22"E
30.01'
�1 • 1t 1 1 � J 1 if
City of Meridian,1 1 Idaho
210119
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
Cl
220.09'
153.00'
8202514"
S40051'19"E
201.60'
C2
107.98'
273.00'.
22039'43"
S20053'46"E
107.28'
03
43.98'
84.00'
29059'54"
S75000'03"E
43.48'
C4
58.68'
116.00'
28059'04"
N74029'38"W
58.06'
05
29.49'
19.00,
88055'10"
N44031'35"W
26.62'
06
17.36'
19.00,
52021'43"
N62°48'18"W
16.77'
C7
12.12'
19.00,
36033'27"
N18020'43"W
11.92'
08
31.20'
273.00'
6032'57"
S06017'27"E
31,19'
C9
27.22'
84.00'
18033'53"
S69017'03"E
27.10'
C10
16.76'
84.00'
11026'01"
384017'00"E
16.73'
C11
19.16'
273.00'
4001'19"
SOIOOO'18"E
19.16'
C12
36.25'
93.00'
22019'57"
S1201020"W
36.02'
C13
41.70'
107,00'
22019'52"
S12010'20"W
41.44'
C14
50.37'
273.00'
10'34'16"
S04016'47"E
50.30'
Certificate of Surveyor:
I, MICHAEL S. FEMENIA, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE
STATE OF IDAHO, AND THAT THIS MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND
UNDER MY SUPERVISION, AND THAT THIS MAP IS AN ACCURATE REPRESENTATION OF SAID SURVEY.
am
STATE OF IDAH_O )
) SS
COUNTY OF ADA
I HEREBY CERTIFY THAT THIS PLAT WAS FILED AT THE REQUEST OF i` 11 G L '�� I mo✓ yUCJ _ AT
MINUTES PAST O'CLOCK M. THIS (� DAY OF ✓ 4/, 2019,
IN MY OFFICE AND WAS DUL RECORDED.
DEf3 Y EX-OFFICIO RECORDER
� U ifFEE e�`� '
���'"y►
T H E
�r LA,
� err R G 0lu
462 East Shore Drive, Suite 100
Eagle, ID 83616
INDEX No.:414-26-3-0-0-102-13476 PN 119121 SHEET 2 OF 2