CC - Final Plat Combined - 3/31S.26 S.25
S1/16•°�sQ
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S.26 S.25
S.35 I S.36 --
Final Plat
Paramount Subdivision No. 31
Located in the Southwest 1/4 of the Southwest 1/4 of Section 25,
\9 Township 4 North, Range 1 West, Boise Meridian,
S8671.1 ' , �� Meridian Ada Count Idaho �r
671.14 j0ls – – • � County,
1 �'
4998 BLOCK 72 �G�o 2016
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— 75.04'
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W. DEERiCREST ST.
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00
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
430.00'
819.00'
30'04'57"
S2039'51 "W
425.08'
C2
61.91'
50.00'
70°56'36"
N37°24'36"W
58.03'
N —
_ 1
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F--
o,\ S84'30'18"E ' -� J V S\\N 54.30' S77'30'09 "EN
S7403956"E N
' -- \--- 60.00'
>- 2
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CD Q - - — 75.04 11 l o S70'35'57"E ' \
m0 \ 1 \ , l B4� -59.99' "�1
S89'25'33"E 175.00' k\12 S67 06 56 E \
• — — — — _— �
6 59.97
• • i "
\ SEE DETAIL A � S63i 346E �
w \ 54.98 OAF
( I 12 13 14 B(DCK j • \
7 $58'51'01 "E 'Qc
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,64.98' \
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670.45' 0 C/-) – 144.30'
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– - – - – – - – - – – – – – -S89°24'05"E 2681.81' – –
BASIS OF BEARING
20
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00 i
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C ,
1
01.
S00'35'55"W 73.00'
997 01' I nnz
W. McMILLAN RD.
-SOUTHWEST CORNER OF
PARAMOUNT SUBDIVISION NO. 28
0 100' 200'
Scale: 1 " = 100'
Legend
FOUND BRASS CAP MONUMENT AS SHOWN
O FOUND 5/8" REBAR, WITH PLASTIC CAP,
PLS 7880 OR AS SHOWN
• FOUND 1/2" REBAR WITH PLASTIC CAP,
PLS 7880
SET 5/8"x 24" REBAR WITH PLASTIC CAP,
PLS 7880
SET 1/2"x 24" REBAR WITH PLASTIC CAP,
PLS 7880
CALCULATED POINT, NOTHING SET
SECTION LINE
– – SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
ROAD CENTERLINE
INTERIOR LOT LINE
– – – – – – - EASEMENT LINE
- - - - — ADJACENT LOTS
LOT NUMBER
EXISTING LOT NUMBER
PQ -1:4\0
S. 25
S.36 1/4
Notes
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE AND THE EXTERIOR
SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC
UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT, UNLESS
DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE
RESERVED FOR THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS.
2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES,
PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT UNLESS DIMENSIONED
OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE
PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS.
3. A TEN (10) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY
IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE REAR LOT LINES
UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS
ARE RESERVED FOR THE PARAMOUNT OWNER'S ASSOCIATION OR ASSIGNS.
4. LOTS 10-15, BLOCK 71: LOTS 10-12, BLOCK 73; AND LOTS 1-2, 8, AND 10-11,
BLOCK 76; OR A PORTION OF SAID LOTS AND BLOCKS ARE SERVIENT TO AND
CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE
ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM
WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT
NO.2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED
HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE 'MASTER EASEMENT').
THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE
DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER
EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
DRAINAGE SYSTEM.
5. LOTS 2 & 14, BLOCK 73; AND LOT 1, BLOCK 76; ARE DESIGNATED AS COMMON
LOTS AND SHALL BE OWNED AND MAINTAINED BY THE PARAMOUNT OWNER'S
ASSOCIATION OR ASSIGNS.
6. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS
AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS,
CONDITIONS, RESTRICTIONS AND EASEMENTS, AS AMENDED FROM TIME TO TIME,
FOR PARAMOUNT SUBDIVISION FILED AS INSTRUMENT NO. 104047957, OFFICIAL
RECORDS OF ADA COUNTY, IDAHO.
7. 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 SETTLERS
IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
8. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE OWNED
& MAINTAINED BY THE PARAMOUNT OWNER'S ASSOCIATION.
9. ANY RESUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST
RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE
IN COMPLIANCE WITH THE DIMENSIONAL STANDARDS OF THE R-8 ZONING DISTRICT
IN EFFECT AT THE TIME OF ISSUANCE OF BUILDING PERMITS.
11. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE SET A MINIMUM OF 12
INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION.
12. 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."
13. DIRECT LOT ACCESS TO W. McMILLAN RD. AND N. FOX RUN WAY IS PROHIBITED,
14. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH ACHD FOR
LANDSCAPING AS RECORDED IN INSTRUMENT NO.-------------- , OFFICIAL
RECORDS OF ADA COUNTY, IDAHO. LANDSCAPING SHALL BE OWNED AND
MAINTAINED BY THE PARAMOUNT OWNER'S ASSOCIATION.
+, r
THE LAND GROUT'
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph, 208.939.4041 Fax.208.939.4445
www. thelandgroupinc, com
PN 115204 SHEET 1 OF 4
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61.04'
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CURVE
00
115.00'
DELTA
>
CHORD LENGTH
12
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30°04'57"
S20°39'51"W
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61.91'
N89°25'33"W
70°56'36"
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115.00'
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13
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S11 °06'35"W
22.58'
C4
8.28'
20.00'
23°42'31"
N89°25'33"W
8.22'
C5
30.82'
115.00'
88°17'58"
S43°42'01 "E
14
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0
109.14'
-.-j f 12' --I 40.75' f�- G' s 001 019V-' ° 46.74'_ _54.00'. -54.00' 54.00'OINT OF BEGINNING C3g C37 1.94 6 , ,�
3 I 5' NOTE 1- 10' NOTE 4 � S� O!
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NOT A PARTM o S89°24'05"E 375.52' /
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00 DEDICATED RIGHT-OF-WAY moo SOUTHWEST CORNER OF
144.30' N PARAMOUNT SUBDIVISION NO. 28
N89'24'05"W 375.52' W. MCMILLAN RD. - -
�G
�C
0 60' 120'
Seale. 1 " = 60'
Curve Table
CURVE
LENGTH I
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
430.00'
819.00'
30°04'57"
S20°39'51"W
425.08'
C2
61.91'
50.00'
70°56'36"
N37°24'36"W
58.03'
C3
22.77'
50.00'
26°05'47"
S11 °06'35"W
22.58'
C4
8.28'
20.00'
23°42'31"
N12°18'14"E
8.22'
C5
30.82'
20.00'
88°17'58"
S43°42'01 "E
27.86'
C6
55.73'
755.00'
4'13'45"
N85°44'07"W
55.72'
C7
55.39'
755.00'
4°12'12"
N81°31'08"W
55.38'
C8
61.06'
755.00'
4°38'02"
N77°06'01"W
61.04'
C9
57.98'
755.00'
4°24'00"
N72°35'00"W
57.96'
C10
61.33'
755.00'
4°39'16"
N68'03'23"W
61.31'
C11
60.37'
755.00'
4'34'52"
N63'26'19"W
60.35'
C12
57.70'
755.00'
4°22'44"
N58°57'30"W
57.69'
C13
56.35'
755.00'
4°16'36"
N54°37'50"W
56.34'
C14
401.03'
725.00'
31°41'33"
N73'42'15"W
395.93'
C15
67.89'
725.00'
5°21'56"
N55°10'30"W
67.87'
C16
94.89'
695.00'
7°49'21"
N83'41'11"W
94.81'
C17
95.22'
695.00'
7°50'59"
N75'51'01 "W
95.14'
C18
66.04'
695.00'
5'26'39"
N69'12'13"W
66.01'
C19
58.39'
695.00'
4°48'49"
N64°04'28"W
58.37'
C20
30.18'
20.00'
86°27'47"
N18°26'10"W
27.40'
C21
89.83'
994.00'
510'40"
S22°12'23"W
89.80'
C22
47.54'
994.00'
2°44'26"
S18°14'50"W
47.54'
C23
90.05'
994.00'
5°11'27"
S1416'53"W
90.02'
C24
265.91'
964.00'
15'48'17"
S19°35'18"W
265.07'
C25
64.96'
934.00'
3°59'05"
S21 °56'24"W
64.94'
C26
56.62'
934.00'
3°28'24"
S18°12'40"W
56.61'
C27
59.02'
934.00'
3°37'14"
S14'39'51"W
59.01' -
Line Table
LINE
BEARING
LENGTH
L1
S37°12'34"W
10.00'
L2
S89'33'02"E
27.00'
L3
S15°35'12"E
15.60'
L4
N68°16'04"W
31.55'
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C28
19.04'
934.00'
1'10'04"
S12°16'12"W
19.04'
C29
27.84'
80.00'
19°56'19"
N21°39'19"E
27.70'
C30
43.80'
80.00'
31'22'21"
N47'18'39"E
43.26'
C31
38.54'
80.00'
27°36'06"
N76'47'52"E
38.17'
C32
68.86'
50.00'
78°54'45"
N51'08'32"E
63.55'
C33
27.55'
20.00'
78°54'45"
N51°08'32"E
25.42'
C34
31.36'
20.00'
89°51'03"
S44°28'33"E
28.25'
C35
31.95'
50.00'
36°36'39"
S71 *05'46"E
31.41'
C36
46.46'
50.00'
53'14'24"
S26'1O'14"E
44.81'
C37
7.43'
20.00'
21'16'46"
S79'57'32"W
7.39'
C38
7.31'
20.00'
205636"
S58x50;51"W
7.27'
C39
51.26
50.00
58'44'33"N77
44 50 E
49.05
C40
32.10'
20.00'
91'57'10"
S46°25'33"W
28.76'
C41
109.11'
819.00'
7°38'00"
S31'53'1 9"W
109.03'
C42
30.75'
819.00'
2'09'04"
S26°59'47"W
30.75'
C43
30.75'
819.00'
2°09'04"
S24'50'43"W
30.75'
C44
20.00'
819.00'
1 °23'57"
S23'04'1 2"W
20.00'
C45
43.06'
819.00'
3°00'46"
S20'51'50"W
43.06'
C46
53.07'
819.00'
3°42'46"
S17'30'05"W
53.06'
C47
52.21'
819.00'
3°39'08"
S1 3'49'08"W
52.20'
C48
91.05'
819.00'
6'22'11"
S08'48'28"W
91.00'
C49
14.75'
20.00'
42'15'09"
S45'03'31 "W
14.42'
C50
21.20'
20.00'
60°43'57"
N83°26'56"W
20.22'
C51
7.16'
695.00'
0'35'25"
N52°47'15"W
7.16'
C52
24.51'
685.00'
2'02'59"
N53°31'02"W
24.51'
C53
3.05'
20.00'
8°44'10"
S56°51'37"-
3.05"
�J
TIM GROUP
INCORPORATM
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
www. thelandgroupinc. com
PN 115204 SHEET 2 OF 4
Final Plat
P,wramount Subdivision No. 31
2016
Certificate of Owners Certificate of Surveyor
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 SOUTHWEST ONE QUARTER OF SECTION 25, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF
MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 25, 26, 35 AND 36 OF TOWNSHIP 4 NORTH, RANGE 1 WEST;
THENCE SOUTH 89'24'05" EAST, A DISTANCE OF 670.45 FEET ON THE SECTION LINE COMMON TO SAID SECTIONS 25 AND 36;
THENCE NORTH 00'26'58" EAST, A DISTANCE OF 222.58 FEET, A PORTION OF SAID LINE BEING ON THE EASTERLY BOUNDARY LINE OF COMMERCIAL
SOUTHWEST SUBDIVISION NO. 1, AS SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK 101 OF PLATS AT PAGE 13250 OF ADA COUNTY
RECORDS, AND COMMERCIAL SOUTHWEST SUBDIVISION NO. 3, AS SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK 105 OF PLATS AT PAGE
14443 OF ADA COUNTY RECORDS, TO THE POINT OF BEGINNING;
THENCE NORTH 00'26'58" EAST, A DISTANCE OF 540.00 FEET ON THE EASTERLY BOUNDARY LINE OF SAID COMMERCIAL SOUTHWEST SUBDIVISION NO. 3
TO THE SOUTHWEST CORNER OF PARAMOUNT SUBDIVISION NO. 28, AS SAME IS SHOWN ON THE PLAT THEREOF RECORDED IN BOOK 108 OF PLATS AT
PAGE 15289 OF ADA COUNTY RECORDS,
THENCE ON THE
BOUNDARY LINE
OF PARAMOUNT SUBDIVISION NO. 28 FOR THE FOLLOWING COURSES AND DISTANCES:
THENCE SOUTH
89'25'33"
EAST,
A DISTANCE OF 175.00 FEET;
THENCE SOUTH
00'26'58"
WEST,
A DISTANCE OF 2.91 FEET;
THENCE SOUTH
87'34'56"
EAST,
A DISTANCE OF 75.04 FEET;
THENCE SOUTH
84'30'18"
EAST,
A DISTANCE OF 54.30 FEET;
THENCE SOUTH
77'30'09"
EAST,
A DISTANCE OF 60.00 FEET;
THENCE SOUTH
74'39'56"
EAST,
A DISTANCE OF 60.02 FEET;
THENCE SOUTH
70'35'57"
EAST,
A DISTANCE OF 59.99 FEET;
THENCE SOUTH
67'06'56"
EAST,
A DISTANCE OF 59.97 FEET;
THENCE SOUTH
63'13'46"
EAST,
A DISTANCE OF 54.98 FEET;
THENCE SOUTH
58'51'01"
EAST,
A DISTANCE OF 60.00 FEET;
THENCE SOUTH
55'28'52"
EAST,
A DISTANCE OF 64.98 FEET;
THENCE SOUTH
51'29'06"
EAST,
A DISTANCE OF 69.95 FEET TO THE SOUTHEAST CORNER OF LOT 2, BLOCK 72 OF SAID PARAMOUNT SUBDIVISION NO.
28, SAID POINT
ALSO BEING
A POINT OF CURVE;
THENCE 430.00
FEET ON
THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 819.00 FEET, A CENTRAL ANGLE OF 30'04'57", A
CHORD BEARING OF SOUTH 20'39'51" WEST, AND A CHORD LENGTH OF 425.08 FEET;
THENCE SOUTH
45'11'22"
WEST,
A DISTANCE OF 107.74 FEET;
THENCE SOUTH
00'35'55"
WEST,
A DISTANCE OF 73.00 FEET TO A POINT ON THE SECTION LINE COMMON TO SAID SECTIONS 25 AND 36, SAID POINT
BEING THE SOUTHWEST
CORNER
OF SAID PARAMOUNT SUBDIVISION NO. 28
THENCE NORTH 89'24'05" WEST, A DISTANCE OF 375.52 FEET ON SAID COMMON SECTION LINE;
THENCE NORTH 00'35'55" EAST, A DISTANCE OF 176.90 FEET TO A POINT OF CURVE;
THENCE 61.91 FEET ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 70'56'36", A CHORD
BEARING OF NORTH 37'24'36" WEST, AND A CHORD LENGTH OF 58.03 FEET;
THENCE NORTH 89'25'33" WEST, A DISTANCE OF 109.14 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 9.83 ACRES MORE
OR LESS.
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.
JAMES R. WASHBURN
27880
�q TF OF �pP�
IDAHO NO., 7880
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.
SMITH BRIGRXON INC.,AN IDAHO CORPORATION
DAVID W.'TURNBULL, PRESIDENT
Acknowledgment
STATE OF IDAHO )
) S.S.
COUNTY OF ADA )
ON THIS I DAY OF zD/l,�- , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY
APPEARED DAVID W. TURNBULL, NOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF SMITH BRIGHTON INC., AN IDAHO CORPORATION, AND ACKNOWLEDGED
TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO ME THAT SUCH 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.
CCA A. y'••.
MY COMMISSION EXPIRES= /N -20-T Y PUBLIC F IDAHO
• ' p� B ��G " RESIDING IN BOISE, IDAHO `\ ///'.►`
•,, U F
T 17M LAND GROUP
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
www. thelandgroupinc. coin
PN 115204 SHEET 3 OF 4
Final Plat
Paramount Subdivision No. 31
Approval of Central District Health Department
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 DEPARTMENT
Approval of Ada County Highway District
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
ON THE
DAY OF
PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
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
DULY ACCEPTED AND APPROVED.
CITY CLERK, MERIDIAN, IDAHO
, THIS PLAT WAS
2016
Certificate of County Surveyor
I, THE UNDERSIGNED, COUNTY 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.
COUNTY SURVEYOR
PLS
DATE
Certificate of the Countv 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
Countv Recorder's Certificate
STATE OF IDAHO )
) S.S.
COUNTY OF ADA )
COUNTY TREASURER
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
:m
DEPUTY
FEE:
OF PLATS AT PAGES
THROUGH , INSTRUMENT NO.
EX -OFFICIO RECORDER
Ohl
TIS LAND GROUP
INCORPORATED
462 East Shore Drive, Suite 100
Eagle, Idaho 83616
Ph. 208.939.4041 Fax.208.939.4445
www. thelandgroupinc. com
PN 115204 SHEET 4 OF 4