PZ - Recorded Plat Property Master � .x
October 06, 2020
2020 - R1343720600
Property Information Property Location '
Status: Active Code Area: 03-8
Property Type: Real Address: 1990 N EAGLE RD
MERIDIAN ID 83646-0000
Owner Information Group Type: SUB
Name: MERIDIAN CENTERCAL LLC Group#: 134372
Mailing Address: 1600 E FRANKLIN AVE Group Description: CENTERCAL SUB
EL SEGUNDO CA 90245-0000 Zoning: C-G
Township/Range/Section: 3N 1E 04
Property Description: LOT 1 BLK 2
CENTERCALSUB
Appraiser Information
Name: Elliott L.Graham Phone: (208)287-7250
Email: egraham@adacounty.id.gov
Property Values
Status State Category Assessed Assessment Property Valuation
Code Acres Value Roll Occupancy Method
Active 210 0.968 1,096,300 Property Roll Non-Occupancy MARKET
1,096,300
1,096,300
Property Master � .x
October 06, 2020
2020 - R1343720700
Property Information Property Location _
Status: Active Code Area: 03-8
Property Type: Real Address: 3210 E LONGWING LN
MERIDIAN ID 83646-0000
Owner Information Group Type: SUB
Name: MERIDIAN CENTERCAL LLC Group#: 134372
Mailing Address: 1600 E FRANKLIN AVE Group Description: CENTERCAL SUB
EL SEGUNDO CA 90245-0000 Zoning: C-G
Township/Range/Section: 3N 1E 04
Property Description: LOT 2 BLK 2
CENTERCALSUB
Appraiser Information
Name: Elliott L.Graham Phone: (208)287-7250
Email: egraham@adacounty.id.gov
Property Values
Status State Category Assessed Assessment Property Valuation
Code Acres Value Roll Occupancy Method
Active 210 14.840 7,757,200 Property Roll Non-Occupancy MARKET
7,757,200
7,757,200
Final Plat of
CenterCalSubdivision
FOUND BRASS CAP A portion of the the Southwest 1 /4 of Section 4,
W 1/4 CORNER SECTION 4 S49'29'21"E
PER CP&F No. 98089069 4 153.47' (TIE) Township 3 North, Range 1 East, B.M.
v
R/W ----R/w R/W R w R/W City of Meridian, Ada County, Idaho
5 POINT OF BEGINNING No. 1 E. River Valley Street
J �N89'51'01"E -- - -'G*'- - ,- -' - - 2012
I 177,33' NB7'04'18"E 325.99' N89 51'01"E 568.41'
S38'38'14"E
1 N72'03'00"E I 61.06'
N45'00'52"E 36.63'
L-41.12'- 2 I
I � Legend
� �} FOUND BRASS CAP
o - - • FOUND 5/8" STEEL PIN (AS NOTED)
Cd
Parcel Curve Table p FOUND 1/2" STEEL PIN (AS NOTED)
I
� 3 CURVE RADIUS LENGTH DELTA CHORD CHORD BRG SET 5/$" STEEL PIN WMPCMARKED ALB PLS 12459"
�I 37 FOOT WIDE ACCESS ,
o f POINT. (SEE NOTE 14) CN
IP C1 4965.00 150.99' 1°44'33" 150.99 S1°0945'W 0 SET 1/2" STEEL PIN WMPC
N MARKED ALB PLS 12459
C2 535.00' 222.86' 23'52'02" 221,25' S9°53'59"E
4 I v CALCULATED POINT, NOTHING FOUND OR SET
3 I C3 153.00' 75.40' 28*14'15" 74.64' S75'5255"W
of BLOCK 1 WMPC WITH MAROON PLASTIC CAP
o '_1 C4 207.00' 102,01' 28°14'10" 100.98' N75°52'55"E WYPC WITH YELLOW PLASTIC CAP
ZI (SEE SHEET 2 OF 5)
C5 535,00' 93.68' 10*01'59" 93.56' S39'39'16"E 4 LOT NUMBER
C6 465.00' 353.19' 43'31'08" 344.76' S22°54'45"E BLOCK 1 BLOCK NUMBER
100
Ln --- - - - PROPERTY BOUNDARY LINE
I v INTERIOR LOT LINE
S16'45'50"W S28'14'10"E SECTION LINE
I N56°23'13"W 46.19' 54.00' (TIE)
CAS 54.49'5 S61'45'50"W S73°14'10"E R/W RIGHT-OF-WAY LINE
(� 139.00;00"W 153.34' 46.19' EASEMENT LINE
z°O I N88'02'29"W 336.49' S90'00'00"W 446.55' C3 LANDSCAPE BUFFER/EASEMENT LINE (SEE NOTE 17)
d n, - -
�°w �SO7.79'4 TIE) E• Vi I lags Drive c4 „ems �/
- -
N61°45 50 E - - -- - - - - - IDAHO POWER EASEMENT PER INST. No. 112050560
CU
0 0l w N45'05'01"E N90'00'000E 716.51' N90'00'00'E 153.34' �10
N83°43 22 E
m z Z 43.91' 100.60' 120.83 S 0, Sheet Index
1 ���.o; SHEET 1 BOUNDARY PLAT MAP
IN
10 �F SHEET 2 BLOCK 1 DETAIL PLAT MAP AND NOTES
I I ��s ��'y
9 �6� SHEET 3 BLOCK 2 DETAIL PLAT MAP
�j SHEET 4 CERTIFICATE OF OWNER
SHEET 5 CERTIFICATES AND APPROVALS
!�jam- ��� p.L LAAr1�
�i References
0 45 FOOT WIDE ACCESS R��-� o
/� POINT. (SEE NOTE 14) R1 RECORD OF SURVEY No. 8394, RECORDED AS a 12459 0
INSTRUMENT No. 108093071, RECORDS OF ADA
2 BLOCK 2 5 COUNTY, IDAHO. �s�gTe of `oP�o�
SEE SHEET 3 OF 5) R2. RECORD OF SURVEY No. 8798, RECORDED AS ��ONL BA1,�,�4
� Iof ( INSTRUMENT No. 110053894, RECORDS OF ADA
ZI I S7°47'19"W COUNTY, IDAHO.
80.57 b
p � �►�
CD
o6 WE
L-1
� IM
FOUND BRASS I 3 37 FOOT WIDE ACCESS I 3
CAP SW CORNER N57'25'16"W POINT. (SEE NOTE 14)
SECTION 4 PER 51.97' 4 6 7 S46'39'09"W 8 o FOUND $ INCH STEEL PIN
CP&F No. N84'03'31"W � / THE LAND GROUP
POINT OF BEGINNING No. 2 106.50' 82.50' CENTERLINE 146-40' �' SOUTH 1/4 CORNER SECTION 4 INCO MTen
110054177 151.08
- �� 777.17' _ _ 312.83' TO RIGHT-OF-WAY LINE PER CP&F No. 102051329 -�.aiiascape Archztect����c
SECTION LINE (0.26' SOUTH OF CENTERLINE) -Civil Engtineerin
-� --� - N89'59�9 W 1090.00' N8��5� 29�W -s2te Planning
N88'37'05"W 349.81' 218.56' R Col Coursr Irrigation
S00'00'31"W S89 4617E 5 4- - SECTION LINE - f
_ _ S89'46'17"E 2659.51' _ _ _ _
9.95'1 S89'59'29"E - $ g N53'51'44"E S89'59'29"E E. F i �/iew AV -c,apn�e conm2� �eat �r
J 163.67 (TIE) W--� /W �V�- R�qnue R/W R/W R/.:' R/; Owner
r -La7ldSurveying
R�r"�,' RI -R/V%L- -R/
�,, ROAD CENTERLINE MERIDIAN CENTERCAL, LLC
ROAD CENTERLINE
FOUND 5/8-INCH STEEL PIN ,POINT OF g�g3g gog�
AT CENTERLINE INTERSECTION W COMMENCEMENT ���`��� ��&� 9,404
OF N. EAGLE ROAD AND 0 200' 400' vvvv tueloriog[oupirc corn
E. FAIRVIEW AVENUE ID - i_m� - I
PN 111048 SHEET 1 OF 5
Final Plat of Notes
1. A PERMANENT EASEMENT IS HEREBY RESERVED ADJACENT TO ALL LOT LINES COMMON TO PUBLIC RIGHT-OF-WAY FOR
en e ra I b I V I s I o n FEET - -USDTO IANDEPARALLLEL WITHI PUBLIC IROADNRIGHTSSOFS WAYYv OTHERWISE THE EASEMENT SHALL BE TEN (10)
t u AND
A portion of the the Southwest 1 /4 of Section 4, 2. A PERMANENT TWENTY (20) FOOT WIDE IRRIGATION EASEMENT IS HEREBY RESERVED ADJACENT TO E. FAIRVIEW AVENUE
AND A PORTION OF N. EAGLE ROAD AS SHOWN HEREON. THIS PURPOSE OF THIS EASEMENT IS FOR THE RELOCATION OF A
Township 3 North, Range 1 East, B.M. GRAVITY IRRIGATION LINE THAT IS SUBJECT TO A WATER LINE (IRRIGATION) EASEMENT PER INSTRUMENT No. 108087273_
FOUND BRASS CAP City of Meridian, Ada County, Idaho 3• THE TWENTY (20) FOOT WIDE PUBLIC MULTI-USE EASEMENT SHOWN HEREON IS FOR THE BENEFIT OF THE PUBLIC AND FOR
W 1/4 CORNER SECTION 4 THE PURPOSES OF WALKING, BICYCLING, AND OTHER NON-MOTORIZED RECREATION. MAINTENANCE FOR SAID EASEMENT IS
PER CP&F No. 98089069 2012 THE RESPONSIBILITY OF THE CENTERCAL SUBDIVISION OWNERS ASSOCIATION PER INSTRUMENT No. 112073615.
/W R/W /W R/ R/W R/W R /::� R/W R/W R/W R/W 4. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF
5 s 9. River Va ley Street 18' ACHD PERMANENT �� 18' ACHD PERMANENT RESUBDIVISION.
�`9. b (PER INSTRUMENT No. 112007197) STORM WATER EASEMENT PER STORM WATER EASEMENT PER
o INSTRUMENT No. 112007198 INSTRUMENT No. 112007198 5. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF
N8 N89'51'01"E 568.41' _ _ ISSUANCE OF A BUILDING PERMIT.
7°04'18"E 325.99'
�T�JF r - - o - - -- -- - --
N89'S1'01"E 177.33' - 351.82' _ � _ - _ --
�r304. 6. NOT USED.
S38'3814 E
N72'03'00"E ACHD PERMANENT 61.06'
11 ACHD PERMANENT 7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805, THE OWNER OF THIS SUBDIVISION HAS CONSTRUCTED A PRIVATE
N45°00'52E 36.63 21.43' STORM WATER EASEMENT PER EASEMENT PER C 8.46 ACHD PERMANENT SYSTEM THAT WILL PROVIDE IRRIGATION WATER TO ALL LOTS WITHIN THIS SUBDIVISION. LOTS WITHIN THIS SUBDIVISION WILL
41.12' M; INSTRUMENT No. 112007198 INSTRUMENT No. 112007198 STORM WATER EASEMENT PER STILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA-MERIDIAN IRRIGATION DISTRICT.
I oI INSTRUMENT No. 112007198
SOUTH LINE OF 20' LANDSCAPE BUFFER lo; 8. ALL LOTS SHOWN HEREON SHALL PROVIDE RECIPROCAL CROSS-ACCESS FOR VEHICULAR AND PEDESTRIAN INGRESS AND
o PER THE CITY OF MERIDIAN UDC 11-3B-7. EGRESS TO THE PUBLIC RIGHT-OF-WAYS AND TO THE UTILITY EASEMENTS AS DELINEATED OR NOTED ON THIS PLAT.
88' -- o SEE NOTE 17
0 2 -- - 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT To FARM ACT, WHICH STATES: 'NO
0
N o AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY
% CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN
N90'00'00"W 263.17' 73 50' OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION
w BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE
Mr. o ^ IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT".
C Fz
rn , o
o_ o 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN SANITARY
00 0�N90' _569,47 RESTRICTION RELEASE.
N90'00'00"E 349.99' rn (jf
IDAHO POWER EASEMENT SO'00'00'E - - - - '-6�: 0 11. REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS.
' - PER INSTRUMENT 23.96 co
I No. 112050560 t!) 0 12. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF
?- MERIDIAN.
CITY OF MERIDIAN SEWER
-� AND WATER EASEMENT PER SOUTH LINE OF 20' LANDSCAPE BUFFER - CN o C z 13. NOT USED.
INSTRUMENT No. 112079721 PER THE CITY OF MERIDIAN UDC 11-313-7. N,,
��� ' 8.50' ACHD PERMANENT � � z
SEE NOTE 17
- N STORM WATER EASEMENT PER w 14. DIRECT LOT ACCESS TO N. EAGLE ROAD AND E. FAIRVIEW AVENUE IS PROHIBITED OTHER THAN AT ACCESS LOCATIONS SHOWN HEREON
35' LANDSCAPE BUFFER THAT HAVE BEEN APPROVED BY IDAHO TRANSPORTATION DEPARTMENT, ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
PER THE CITY OF MERIDIAN 4 INSTRUMENT No. 112007198 Z CL ACCESS POINTS SHOWN HERE ON ARE CENTERED ON THE RIGHT-OF-WAY LINE AND THE DISTANCES SHOWN HEREON ARE FROM BACK
o UDC 11-38-7, SEE NOTE 17 z OF CURB TO BACK OF CURB.
2,- A
co �I 15. THIS SUBDIVISION IS SUBJECT TO THE CONDITIONS OF DEVELOPMENT CONTAINED WITH THE DEVELOPMENT AGREEMENT WITH THE CITY
w `" Z �� BLOCK 1 s16.55'S7"E WEST LINE OF 20 OF MERIDIAN, RECORDED AS INSTRUMENT No. 1 081 311 03 AND AMENDED BY INSTRUMENT Nos. 111052692 AND 112025435.
°�° w ML o o' 40.62' LANDSCAPE BUFFER PER
CZ oo . - - -- -- -- - - -- - - -- THE CITY OF MERIDIAN 16. THIS SUBDIVISION IS SUBJECT TO AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT PER INSTRUMENT No. 112088697.
o �, - - -- - - - - - - - - - - o USE 3 11-3B-7.
Q of w ;� C° NOTE 17 17. PER UDC 11-3B-7C.2B THIS SUBDIVISION IS SUBJECT TO LANDSCAPE STREET BUFFER EASEMENTS WHICH THE LANDSCAPING WILL BE
z `r _ IDAHO POWER EASEMENT PER E I I'll MAINTAINED BY THE CENTERCAL SUBDIVISION OWNER'S ASSOCIATION. THE EASEMENT WIDTHS ARE DESCRIBED AS FOLLOWS:
z of INSTRUMENT No. 112050560 ^ A. NORTH EAGLE ROAD - THE EASEMENT SHALL BE THIRTY-FIVE (35) FEET WIDE, ADJACENT AND PARALLEL TO THE EASTERLY
LLJ -1
z C) 3 RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD.
.' `�' B. EAST RIVER VALLEY STREET AND NORTH RECORDS WAY - THE EASEMENT SHALL BE TWENTY (20) FEET WIDE, ADJACENT AND
w PARALLEL TO THE EXISTING BACK OF CURB.
J C. EAST VILLAGE DRIVE - THE EASEMENT SHALL BE TEN (10) FEET WIDE, ADJACENT AND PARALLEL TO THE TO THE EXISTING BACK OF
I - ' 8.50' ACHD PERMANENT CURB
CD
C:1 STORM WATER EASEMENT
PER INSTRUMENT I� D. EAST FAIRVIEW AVENUE - THE EASEMENT SHALL BE THIRTY-FIVE (35) FEET WIDE, ADJACENT AND PARALLEL TO THE EXISTING
No. 112007198 _ BACK OF CURB,
20' CITY of MERIDIAN �O�p,L LAAro
5 SAS T
-� '1�-MULTI-USE PATHWAY - - S47 51 45 W �g �
EASEMENT. SEE NOTE 3 25.62'
° a 1 459
CITY OF MERIDIAN SEWER
AND WATER EASEMENT PER -� 99Tgrf OF �oP�4�
i INSTRUMENT No. 112079721 ��NL_>aPN,
�v & , � 'L--
U0 /� ,�►.
N90°00'00"W 266.33'
i o Parcel Curve Table
N NORTH LINE OF 10' LANDSCAPE BUFFER S16°45 50 W �-
5 I PER THE CITY OF MERIDIAN UDC 11-36-7. k N 46.19' CURVE RADIUS LENGTH DELTA CHORD CHORD BRG THE LAND GROUP
SEE NOTE 17 - ��" y INCORPORATED
a ,::: C1 4965.00 150.99 1'44 33 150.99 N1'09 45 E -Land;cap Architecture
- 8' ACHD PERMANENT �� -rurtl Engmcer.ng
N56°2313 W o y� 1�� C2 535.00 222.86 23'52'02 221.25 S9'53'59'E -�t« P(attntttg
54.49' Z . . EASEMENT PER / -Golf Uours(-- Irrigahoa
INSTRUMENT No. 112007198 0i
C3 153.00' 75.40' 28'14'15" 74.64' N75'52'55"E t?tt uncertn
a Mc iommaata ttolt
S90'00'00"W _ 254. - N
-81.75 �,
74 ? z _ =393.44' -Op Mc
.�tt„ yzng
139.79' _ .
o N88'02'29"W 336 4 ' - 4 S90°00'00"W 446.55' �- �C3 Q OwnerE.U_�
Village Drive
(PER INSTRUMENT T No. 112007197) _ MERIDIAN CENTERCAL, LLC -
FOUND BRAS CAP
SW CORNER SECTION 4 0 100' 200'
PER CP&F No. 110054177
PN 111048 SHEET 2 OF 5
Final Plat of
FOUND BRASS CAP /
W 1/4 CORNER SECTION 4 15�
PER CP&F No. 98089069 _ _ 'S��'� � Subdivision
E. Village Drive ��� ��so CenterCal73.
c° (PER INSTRUMENT No. 112007197) LO
" �4 ! 46.19' \ A portion of the the Southwest 1 /4 of Section 4,
N90'00'00"E 716.51' Ng3'43 22 E N90 00 00 E
_ _* _ _ _ _ _ _ -120.83 �
F ---168.98 - - - t -_} 358.22' - - - - - - - ,89.3,' _ =J- --,00.60 . - - " „ Township 3 North, Range 1 East, B.M.
l �15 ACHD PERMANENT SEE DETAIL A .
r -16.50' ACHD o 16.50 ACHD PERMANENT I STORM WATER EASEMENT THIS SHEET City of Meridian, Ada County, Idaho
PERMANENT STORM o STORM WATER EASEMENT PER INSTRUMENT
WATER EASEMENT PER INSTRUMENT No. 112007198 ;I No. 112007198 - �'OF 201
PER INSTRUMENT I F I 15.25' ACHD PERMANENT ,9
a'Cn No. 112007198 ACHD PERMANENT EASEMENT STORM WATER EASEMENT �• �'ys
w U-) 8.50' ACHD PERMANENT
N45'05'01"E I g (WIDTH VARIES) PER PER INSTRUMENT No. 112007198 "' STORM WATER EASEMENT PERG��
INSTRUMENT No. 112007198
r- w
43.91 8 0 INSTRUMENT No. 112007198 '�'l 0 100 200'
^, SOUTH LINE OF 10 LANDSCAPE BUFFER o " y LO
1 PER THE CITY OF MERIDIAN UDC 11-36-7. N45'19 42 E ��
rr• �O
SEE NOTE 17 0 54.83' '
IDAHO POWER EASEMENT �I
N90'00'00"W 200.65' I o PER INSTRUMENT � 116
No. 112050560 o
CITY OF MERIDIAN SEWER10
%� 0 6' • S�
? AND WATER EASEMENT PER I N90'00'00"E � - - - - - f - - I� 9
35' LANDSCAPE BUFFER
INSTRUMENT No. 112079721 � 26.85' .
7PER THE CITY OF MERIDIAN I DO 3.49'
UDC 11-3B-7. SEE NOTE 17 ;I && >>
N 90'00'00"E
N90'00'00"E N90'00°00"E 78.65' detail A
NO'00 00 E
5.00 NO�0'00"W 57.01' 88.25'
- - - - - - - - - - - - - - - - - -
LO
o �.
N90'00'00"E 234A0' °' o
z - - � - - - - - - - - - - - - - - - - - - - WEST LINE OF 20'
_ _ _ _ _ _ _ , LANDSCAPE BUFFER PER
20' CITY OF MERIDIAN � - - -- - - -- -
'p ` - THE CITY OF MERIDIAN 1
N90'00 00 E Elden Gray
Ln (� o--� I-�-MULTI-USE PATHWAY I % ;� ! J UDC 11-3B-7.
0 EASEMENT. SEE NOTE 3, .w'I ,�, 53.46 Street
zj3w r SEE NOTE 17
m w 0 z ( IDAHO POWER EASEMENT PER
oN� w �I L - _ _ - _ __ _ _ _ _ _ -_ - - - - - ' INSTRUMENT No. 112050560 F
- o �Z I - L to N900000E - - - - - -
cn r l � � I !
a o \
mz W � ��, - - 5
Ln z N BLOCK 2
7.50' ACHD PERMANENT
� o ! CITY OF MERIDIAN SEWER STORM WATER EASEMENT PER
AND WATER EASEMENT PER INSTRUMENT No. 112007198
I INSTRUMENT No. 112079721
C14 - -- _ - _ - r- - LANDSCAPE BUFFER ST LINE F PER
o w = THE CITY OF MERIDIAN-
zl o UDC 11-38-7.
- r b SEE NOTE 17
L �
END 20' IRRIGATION o - -_-_- - - -
I
cn u7
CITY OF MERIDIAN SEWER L - - -
- � o
EASEMENT. SEE NOTE 12 ! ! [ ! o0
AND WATER EASEMENT PER
INSTRUMENT No. 112079721
1
880 ; - - - - - - - - - - - - - - - N90'0000"E
115.58' - '� F - - �- � - - � - � - - - - - -- � � 7.50' ACHD PERMANENT
o STORM WATER EASEMENT PER SAL LA1y
INSTRUMENT No. 112007198 �_ 5ti�
V-
�--� --- N90_00'00"E 271.36° h WEST LINE OF 20' n� n
N90'00'_00"E L N90'00'00"E N90'00'00"E 262.00' LANDSCAPE BUFFER PER o' 2459
( - �` - - - - THE CITY OF MERIDIAN
140.00' 140.00
� o UDC 11-36-7. SEE NOTE 17 3 s� YZo
q P
07.0w (0 CITY OF MERIDIAN N90'00'00"E 197.13 7.�� Tf OF
n N vi co o AND WATER o
� 3 I `�" �' 'o !°' rn N EASEMENT PER �� o
Uj ,�,I 4 I g I Iw 6 I NORTH LINE OF 35' LANDSCAPE �,I f N o INSTRUMENT �' °(o• 12
g S I a' Dg I BUFFER PER THE CITY OF MERIDIAN w 7 w No. 112079721
20' IRRIGATION EASEMENT o I UDC 11-36-7. SEE NOTE 17 I o I I $ o;
5�97'516 W o SEE NOTE 2 z 30.00' z o 16.91' o I o NN ��'�
cn o S46 39 09 W
N o
- - - - - - - - - - - - - Z g 46.40'
'--� 234.17'- - - - - - - - -- - - - -388.00' - -�-�- - -- - - 140.00' - - ---140.00' 157.83' - .. N8403'31"yy- - o
- - - - _ - - - -- - - - - - - --_ - -- - - -- --
-mm
I N89'59'29"W 1090.00' 151.08' _ �262p0�_ _ 70.82`55.20' z _ 163.36'-
N88 37 05 W 349.81 _ N89'59'29"W 218.56'
E. Fairview Avenuemom
5 (PER INSTRUMENT No. 112007197) THE LAND GROUP
wcoRFOUTD
S89'46'17"E 2659.51' _ _ - _ - - - _ _ - _ _ - - e s - - _ _ .Landscape Architecture
" - - - 7."
-Civil Engineering
8 9 S89'59 29 EP -Site Planning
FOUND BRASS CAP Parcel Curve Table -col Couge Irriggtion
SW CORNER SECTION 4 FOUND .!i/0-INCH STEEL I -GraphicEComm nication
PER CP&F No. 110054177 SOUTH 1/4 CORNER SECTION 4 -Land surveying
(SEE DETAIL SHEET 1 OF 5) CURVE RADIUS LENGTH DELTA CHORD CHORD BRG PER CP&F No. 102051329 1
SOUTH OF CENTERLINE)
C4 207.00' 102.01' 28-14'10" 100.98' N75-52-55"E 462 East shore Dr"ve, suite goo
C5 535.00' 93.68' 10-01'59" 93.56' S39'39'16'E P
En e, Nano 83hone 208 339 404 04
616 1
Owner
�j Fox 2018 939,4445
C6 465.00' 353.19° 43'31"08" 344.76' N22'54'45"W MERIDIAN CENTERCAL LLC www ihelondgroupinc com
C7 138.00' 26.59' 11'02'23" 26.55' S69'57'24"W PN 111048 SHEET 3 OF 5
Certificate of Owner Final Plat of Acknowledgment
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL STATE OF C0114fAiA.,SubdivisionSS
F RI . CenterCal
PROPERTY HEREAFTER DESCRIBED.
COUNTY OF �J )
A TRACT OF LAND BEING A PORTION OF THE SOUTHWEST ONE QUARTER OF SECTION 4, TOWNSHIP 3 A portion of the the Southwest 1 /4 of Section 4, ON THIS 47` DAY OF kAC , IN THE YEAR 2012, BEFORE ME, THE UNDERSIGNED, A NOTARY
NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, DESCRIBED AS PUBLIC IN AND FOR SAID STATE 0 , PERSONALLY APPEARED JEAN PAUL WARDY, KNOWN OR
FOLLOWS: Township 3 North, Range 1 East, B.M. IDENTIFIED TO ME TO BE THE MANAGING MEMBER OF MERIDIAN CENTERCAL, LLC, THE MEMBER WHO SUBSCRIBED THE
SAID NAME MERIDIAN CENTERCAL, LLC, TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SUCH
COMMENCING AT A FOUND BRASS CAP MONUMENTING THE SOUTHWEST CORNER OF SAID SECTION 4, City of Meridian, Ada County, Idaho LIMITED LIABILITY COMPANY EXECUTED THE SAME.
THENCE FOLLOWING THE WESTERLY LINE OF SAID SECTION 4, NORTH 010 43 EAST 2,618.49 FEET TO A
FOUND BRASS CAP MONUMENTING THE NORTHWEST CORNER OF THE SAID SOUTHWEST ONE QUARTER OF 2012 IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS
SECTION 4; CERTIFICATE FIRST ABOVE WRITTEN.
THENCE SOUTH 49'29'21" EAST A DISTANCE OF 153.47 FEET TO A SET 5/8-INCH STEEL PIN AND BEING
THE POINT OF BEGINNING No. 1,
THENCE FOLLOWING THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST RIVER VALLEY STREET, NORTH Certificate of Owner - Continued WT�A&HIACARTER
COMM.r,949»89'5101" EAST (FORMERLY NORTH 89'45'22" EAST, PER INSTRUMENT No. 112007197) A DISTANCE THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 83'43'22" EAST (FORMERLY Yau r-
OF 177.33 FEET TO A SET 5 8-INCH STEEL PIN; ANGELE44J&3 I/ NORTH 84'06'S9" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 100.60 FEET TO A SET .Ex�Eswa��m
THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 72'03'00" EAST (FORMERLY 5/8-INCH STEEL PIN; NOTARY PUBLIC FOR THE STATE OF -9 Wow
NORTH 72'26'37" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 36.63 FEET TO A SET THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 90'00'00" EAST (FORMERLY RESIDING AT LS A_Nl
5/8-INCH STEEL PIN; SOUTH 89'36'23" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 120.83 FEET TO A SET MY COMMISSION EXPIRES 2 iS
THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 87'04'18" EAST (FORMERLY 5/8-INCH STEEL PIN;
NORTH 87'27'55" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 325.99 FEET TO A SET THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, 102.01 FEET ALONG THE ARC OF A
5/8-INCH STEEL PIN; CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 207.00 FEET, A CENTRAL ANGLE
THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 89'51'01" EAST (FORMERLY OF 28'14'10", A CHORD BEARING OF NORTH 75'52'55" EAST (FORMERLY NORTH 76'16'32" EAST, PER
NORTH 89'45'22" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 568.41 FEET TO A SET INSTRUMENT No. 112007197) AND A CHORD DISTANCE OF 100.98 FEET TO A SET 5/8-INCH STEEL Acknowledgment
5/8-INCH STEEL PIN; PIN; STATE OF GEORGIA )
THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, SOUTH 38'38'14" EAST (FORMERLY THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 61'45'50" EAST (FORMERLY
SOUTH 38'14'37" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 61.06 FEET TO A SET NORTH 62'09'27" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 153.34 FEET TO A SET COUNTY OF FULTON )ss
5/8-INCH STEEL PIN ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH RECORDS WAY; 5/8-INCH STEEL PIN ON THE WESTERLY RIGHT-OF-WAY LINE OF NORTH
THENCE LEAVING THE SAID SOUTHERLY RIGHT-OF-WAY LINE AND FOLLOWING THE SAID WESTERLY RECORDS WAY; ON THIS S DAY OF_S �' / IN THE YEAR 2012, BEFORE ME, THE UNDERSIGNED, A NOTARY
RIGHT-OF-WAY LINE, 150.99 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND FOLLOWING THE SAID WESTERLY PUBLIC IN AND FOR SAID STATE OF bEPGIA, PERSONALLY APPEARED Frei;., @. Rded- KNOWN OR
CURVE HAVING A RADIUS OF 4,965.00 FEET, A CENTRAL ANGLE OF 01'44'33", A CHORD BEARING RIGHT-OF-WAY LINE, SOUTH 73'14'10" EAST A DISTANCE OF 46.19 FEET (FORMERLY SOUTH IDENTIFIED TO ME TO BE THE Wfe Prelidgel'f OF CHICK-FIL-A, INC., A GEORGIA CORPORATION, AND
OF SOUTH 01'09'45" WEST AND A CHORD DISTANCE OF 150.99 FEET TO A SET 5/8-INCH STEEL 72'50'33" EAST A DISTANCE OF 46.18 FEET, PER INSTRUMENT No. 112007197) TO A SET 5/8-INCH ACKNOWLEDGED TO ME THAT SUCH CORPORATION EXECUTED THE SAME.
PIN; STEEL PIN; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS
THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 02°02'02" WEST A DISTANCE THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, 93.68 FEET ALONG THE ARC OF A CERTIFICATE FIRST ABOVE WRITTEN,
OF 646.37 FEET TO A SET 5/8-INCH STEEL PIN;
CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 535.00 FEET, A CENTRAL ANGLE THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, 222.86 FEET ALONG THE ARC OF A OF 10'01 59 , A CHORD BEARING OF SOUTH 39'3916„ EAST AND A CHORD DISTANCE OF 93.56
CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 535.00 FEET, A CENTRAL ANGLE FEET TO A SET 5/8-INCH STEEL PIN;
OF 23'52'02 A CHORD BEARING OF SOUTH 09'53'59" EAST AND A CHORD DISTANCE OF 221.25 THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 44'40'18" EAST A DISTANCE
FEET TO A SET 5/8-INCH STEEL PIN; OF 645.63 FEET TO A SET 5/8-INCH STEEL PIN;
THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 16'45'50" WEST A DISTANCE THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, 353.19 FEET ALONG THE ARC OF A
CIRCULAR CURVE TO THE RIGHT SAID CURVE HAVING A RADIUS OF 465.00 FEET A CENTRAL Q1C�X.OF 46.19 FEET (FORMERLY SOUTH 17°09 27 WEST A DISTANCE OF 46.18 FEET, PER INSTRUMENT " � �
No. 112007197) TO A SET 5/8-INCH STEEL PIN ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST ANGLE OF 43°31 08 , A CHORD BEARING OF SOUTH 22'54 45 EAST AND A CHORD DISTANCE OF eorgi
NOTARY PUBLIC FOR THE STATE fta ,
VILLAGE DRIVE; 344.76 FEET TO A SET 5/8-INCH STEEL PIN; " - �' AP
RESIDING AT New ftA Coro ct Cie.,
THENCE LEAVING THE SAID WESTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE SAID NORTHERLY THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 07'47'19 WEST A DISTANCE '
OF 80.57 FEET TO A SET 5/8-INCH STEEL PIN; MY COMMISSION EXPIRES Nod. Il. 1o�S `.r
RIGHT-OF-WAY LINE, SOUTH 61'45'50" WEST (FORMERLY SOUTH 62'09'27" WEST, PER INSTRUMENT /
VA
No. 112007197) A DISTANCE OF 153.34 FEET TO A SET 5/8-INCH STEEL PIN; THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 0'00'37" WEST A DISTANCE n:
THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, 75.40 FEET ALONG THE ARC OF A OF 348,32 FEET TO A SET 5/8-INCH STEEL PIN; %I vat, 0
CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 153.00 FEET, A CENTRAL ANGLE THENCE FOLLOWING THE SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 46'39'09" WEST A DISTANCE
OF 28'14'15", A CHORD BEARING OF SOUTH 75'52'55" WEST (FORMERLY SOUTH 76-16'32" WEST, OF 46.40 FEET (FORMERLY SOUTH 47'03'05" WEST A DISTANCE OF 46.41 FEET, PER INSTRUMENT
PER INSTRUMENT No. 112007197) AND A CHORD DISTANCE OF 74.64 FEET TO A SET 5/8-INCH No. 112007197) TO A SET 5/8-INCH STEEL PIN ON THE NORTHERLY RIGHT-OF-WAY LINE OF EAST
STEEL PIN, FAIRVIEW AVENUE;
THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, SOUTH 90'00'00" WEST (FORMERLY THENCE LEAVING THE SAID WESTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE SAID NORTHERLY Certificate of Surveyor
NORTH 89°36'23" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 446.55 FEET TO A SET RIGHT-OF-WAY LINE, NORTH 89'59'29" WEST (FORMERLY NORTH 89'35'52" WEST, PER INSTRUMENT
5/8-INCH STEEL PIN; - No. 112007197) A DISTANCE OF 218.56 FEET TO A SET 5/8-INCH STEEL PIN; I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE
THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 88'02'29" WEST (FORMERLY THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 88-37'05" WEST (FORMERLY STATE OF IDAHO, AND THAT THIS PLAT OF CENTERCAL SUBDIVISION AS DESCRIBED IN THE CERTIFICATE OF OWNER WAS
NORTH 87'38'52" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 336.49 FEET TO A SET NORTH 88'13'28" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 349.81 FEET TO A SET DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND THAT THIS PLAT
5/8-INCH STEEL PIN; 5/8-INCH STEEL PIN; ACCURATELY REPRESENTS THE POINTS HEREON AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO
THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, SOUTH 90'00'00" WEST (FORMERLY THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 84-03'31" WEST (FORMERLY PLATS AND SURVEYS.
NORTH 89'36'23" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 139.79 FEET TO A SET NORTH 83'39'54" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 151.08 FEET TO A SET
5/8-INCH STEEL PIN; 5/8-INCH STEEL PIN;
o��'
THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 56*23'13" WEST (FORMERLY THENCE FOLLOWING THE SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 89'59'29" WEST (FORMERLY L �N�s
NORTH 55'39'36" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 54.49 FEET TO A SET NORTH 89'35'52" WEST, PER INSTRUMENT No. 112007197) A DISTANCE OF 1,090.00 FEET TO THE �g5ti��G%STE�0 61
5/8-INCH STEEL PIN ON THE EASTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD; POINT OF BEGINNING No. 2. • • 2.
THENCE LEAVING THE SAID NORTHERLY RIGHT-OF-WAY LINE, AND FOLLOWING THE SAID EASTERLY �� x o S 2Z 0 1'Z..
RIGHT-OF-WAY LINE, NORTH 0'10'43" EAST (FORMERLY NORTH 0'34'20" EAST, PER INSTRUMENT No. THE ABOVE-DESCRIBED TRACTS OF LAND CONTAIN 80.08 ACRES, MORE OR LESS. AARON L. BALLARD o, j,124590 DATE
112006644) A DISTANCE OF 1,096.93 FEET TO A SET 5/8-INCH STEEL PIN; �qT O�
THENCE FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 45'00'52" EAST (FORMERLY NORTH OF �oO
45'24'29" EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 41.12 FEET TO THE POINT OF IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE
BEGINNING No. 1. EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE
SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER WE
TOGETHER WITH: USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER
DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS .
COMMENCING AT A FOUND BRASS CAP MONUMENTING THE SOUTHWEST CORNER OF SAID SECTION 4, NOTED OTHERWISE ON THIS PLAT, ALL LOTS SHOWN ON THIS PLAT ARE ELIGIBLE TO RECEIVE WATER
WHICH BEARS, SOUTH 010'43" WEST A DISTANCE OF 2,618.49 FEET FROM A FOUND BRASS CAP SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE
MONUMENTING THE NORTHWEST CORNER OF THE SAID SOUTHWEST ONE QUARTER OF SECTION 4; ALL OF THESE LOTS.
THE LAND GROUP
THENCE NORTH 53'51'44" EAST A DISTANCE OF 163.67 FEET TO A SET 5/8-INCH STEEL PIN AND BEING ATM
THE POINT OF BEGINNING No. 2. �kIC-
-Landscape Architecture
-Civil Engineering
Site Planning
THENCE FOLLOWING THE EASTERLY RIGHT-OF-WAY LINE OF NORTH EAGLE ROAD, NORTH 57'25'16" -Golf Course Irrigation
WEST A DISTANCE OF 51.97 FEET TO A SET 5/8-INCH STEEL PIN; JEAN AUL WARDY, AGING MEMBER & Engineering
" MERID AN CENTERCAL, LLC, A DELA*RE LIMIT LIABILITY COMPANY -Graphic Communication
THENCE FOLLOWING THE SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 0'10 43 EAST (FORMERLY -Land surveying
NORTH 0°34'20" EAST, PER INSTRUMENT No. 112006644) A DISTANCE OF 1130.62 FEET TO A SET Owner _
5/8-INCH STEEL PIN ON THE SOUTHERLY RIGHT-OF-WAY LINE OF EAST VILLAGE DRIVE; '
THENCE LEAVING THE SAID EASTERLY RIGHT-OF-WAY LINE, AND FOLLOWING THE SAID SOUTHERLY ' MERIDIAN CENTERCAL LLC 462 East Shore Drive, suite 100
RIGHT-OF-WAY LINE, NORTH 45'05'01" EAST (FORMERLY NORTH 45'28'58" EAST, PER INSTRUMENT Eagie, Idaho 83616
No. 112007197 A DISTANCE OF 43.91 FEET TO A SET 5/8-INCH STEEL PIN; Phone zoa 930 404
/ CHICK-FIL-A, INC., A GEORGIA CORPORATION Fax 208 939 4445
THENCE FOLLOWING THE SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 90'00'00" EAST (FORMERLY vwww thelandgroupinc.com
SOUTH 89'36'23' EAST, PER INSTRUMENT No. 112007197) A DISTANCE OF 716.51 FEET TO A SET
5/8-INCH STEEL PIN; PN 111048 SHEET 4 OF 5
Final Plat of
CenterCalSubdivision
A portion of the the Southwest 1 /4 of Section 4,
Township 3 North, Range 1 East, B.M.
City of Meridian, Ada County, Idaho
2012
Approval of Central District Health Department Approval of Meridian City Engineer Certificate of Ada County Surveyor
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED THIS PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 2012, BY I THE UNDERSIGNED, COUNTY SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY
ACCORDING TO THE LETTER TO BE READ ON FILE WTH THE COUNTY RECORDER OR HIS AGENT LISTING THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. , THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE
THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH RELATING TO PLATS AND SURVEYS.
SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
*tt
CITY ENGINEER
•.••• �STR,1C ''••, ADA CO TY SURVEYOR
of pl— 5
Z �G DISTRICT HEALTH DEPARTMENT, EHS 'YY �� /02- .2d/2
Certificate of the (noun,,y. � �s ,.• �/ ty Treasurer
y'�'•tika�l�,.••''• THIS IS TO CERTIFY THAT THE UNDERSIGNED, PER THE REQUIREMENTS OF IDAHO CODE 50-1308,
�•�..a••• DOES HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY
TAXES FOR THE PROPERTY INCLUDE IS PLAT HAVE BEEN PAID IN FULL. THIS
CERTIFICATION IS VALID FOR T+ - 0) DAYS ONLY.
.e
AA—
ALA COUN TR SURFR
..: V 1,
12
DATE
Approval of Ada County Highway District Approval of Meridian City Certificate of Ada Cony recorder
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BYTE BOARD OF ADA COUNTY HIGHWAY I, JA�cGC �. Holma.rn , CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA STATE OF IDAHO) Ss
DISTRICT COMMISSIONERS ON THE 134" DAY OF Ovwlf ,2012. COUNT , IDAHO, DO HEREBY C�RTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD COUNTY OF ADA)
ON THE DAY OF ups_ 20 THIS PLAT WAS DULY ACCEPTED AND INSTRUMENT NUMBER `l
APPROVED.
ADA TY HIGHWAY DISTRICT r0,,,j,,'1C.tAZrc� I HEREBY CERTIFY THAT THIS PLAT WAS FILED AT THE RE EST OF ' AT
� MINUTES PAST O'CLOC .M THIS D Y OFe4el
A.D. 20 I MY OFFICE AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES1 91 �2/d/zC A AN �, of MERIDI CITY CLERK
C�Vi E IDIAN - THROUGH
IDAHO
� SEAL
�
E
e ' rde THE k5``
ev
DEPUTY EX-OFFICIO RECORDER
FEE: 05
LANd
a o
a 12459
��1 rE o 0 THE LAND GROG
7 F 0MORPINAM
Londscape Architecture
- Civil Engineering
Site Planning
Golf Course Irrigation
& Engineering
Graphic Communication,
- Land Surveying
Owner
MERIDIAN C E N T E R CA L, L LC 462 East share Drive, Suite IIM!
Eagle, Idaho 83616
Phone 208,939.4041
Fax 208.939 4445
www.thelandgroupinc.com
PN 111048 SHEET 5 OF 5