CC - Final Plat Plat of
in 0 60 120 180
FOUND ALUMINUM CAP TM Creek Subdivision No. 5
WEST 1/16 CORNER SECTIONS 11 & 14-"� A portion of the North 1/2 of the Northwest 1/4 of Section 14, Plan Scale: 1" 60'
PER CP&F No. 114010443
Township 3 North, Range I West, B.M., City of Meridian, Ada County, Idaho
2021
SHEET INDEX
SHEET 1 - SUBDIVISION PLAT
Unplatted
TM Creek Subdivision No. 4 Ten Mile Drain Centerline SHEET 2 - EASEMENT DETAILS
SHEET 3 - CERTIFICATE OF OWNERS AND NOTES
LOT 6 SHEET 4 - CERTIFICATES AND APPROVALS
BLOCK 3
N89*28'20"E 302.63' N89028'20"E 467.04'"7.27 LEGEND
'LE)�SE��ENI Tla . . . . . . . .N89*28'20"E 716.09'(EASEMENT TIE) . . . . . . . . . . . . . . . -(EASEMENT TIE)11.06'-
N89*46'31"E 716.05'(EASEMENT TIE)
FOUND ALUMINUM CAP, AS NOTED
ACHD PERMANENT EASEMENT
PER INSTRUMENT No- - - - - - - - - -LTEN MILE DRAIN RIGHT-OF-WAY
2019-001205 EASEMENT PER INSTRUMENT No. 64659 FOUND 5/8-INCH REBAR MARKED "PLS 12459"
SEE DETAIL "A" UNLESS NOTED OTHERWISE
LO SHEET 2 SET 5/8-INCH REBAR WITH PLASTIC CAP
ACHD PERMANENT EASEMENT MARKED "ALB 12459"
PER INSTRUMENT No. 2019-033348
- - - - -
SIE7 BRASS
- - P12jG (WITH MAGNE11C lid SE:Rr)
U.1 I I MARKED "ALB PILS 12459"
f- - - -- -
FOUND BRASS PLUG (WITH MAGNETIC INSERT)
> M< MARKED "ALB PLS 12459"
0
z
Unplatted 0 SET 1/2-INCH REBAR WITH PLASTIC CAP
>
4-- I CITY OF MERIDIAN SEWER AND WATER EASEMENT MARKED "ALB 12459"
PER INSTRUMENT No. ----------
BLOCK 3 0 FOUND 1/2-INCH REBAR WITH PLASTIC CAP
Vi MARKED "ALB 12459"
CALCULATED POINT
00
LOT NUMBER
U-)
04
`2I ICITY OF MERIDIAN SEWER AND WATER EASEMENT orn SUBDIVISION BOUNDARY LINE
PER INSTRUMENT No. _-N-__-___
00 SECTION LINE
C14
0
0
0 CENTERLINE
Fn OR V)
< 0)
0
0 ADJACENT BOUNDARY LINE
- - - -- - - - EASEMENT LINE
TM Creek o I I F- ---1 7 7
Subdivision No. 3 L -- - - - - - - -J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j L - - - - - -J I L
C3 I
LO L - - - - - - - - - - - - - - - - CITY OF MERIDIAN WATER EASEMENT
F PER INSTRUMENT No. ------- --
24.99' ACHD PERMANENT EASEMENT ACHD PERMANENT EASEMENT
(EASEMENT TIE) CITY OF MERIDIAN SEWER EASEMENT PER INSTRUMENT No- ------- PER INSTRUMENT No.
SEE DETAIL "B" SHEET 2
ACHD PERMANENT EASEMENT PER INSTRUMENT No. --------------
RIGHT-OF-WAY PER PER INSTRUMENT No, 2019-012315 ACHD PERMANENT EASEMENT SEE DETAIL "C" SHEET 2
INSTRUMENT No. 2018-041950 PER INSTRUMENT No. PUBLIC UTILITY EASEMENT
POINT OF BEGINNING
POINT OF COMMENCEMENT JL L PER INSTRUMENT No. -----------
-P- - - - - ------
PER INSTRUMENT SEE
FOUND ALUMINUM CAP L7
CS IT
NORTHWEST 1/16 CORNER SECTION 14 L9 I- GIS
PER CP&F No. 2019-021994 L N8901 0'47"W 435.76' L12
L10 Zo
W. Cobalt Dr. (Public) U� SOO*49'1 3"W
m 00,
S89*10'27"E 1328.61' L2 00
- - - - - - - - N89'10'30"W 741.22' '0 74.00'
V\'FOUND ALUMINUM CAP L17
RIGHT-OF-WAY PER
NORTH 1/16 CORNER SECTIONS 14 & 15 INSTRUMENT No. ------
PER CP&F No. 2019-018779 L16 NW & -----------
RIGHT-OF-WAY PER L15
N -, Ln
k C11 C C-�N89*10'47"W 491.26' L LANDS
INSTRUMENT INSTRUMENT No. 2018-041951 C12 Unplatted
CURVE TABLE 0- 12459 70
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
SURVEY NARRATIVE LINE TABLE LINE TABLE C1 51.00' 63.89' 71*46'26" N49*37'43"W 59.79' OF
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN C2 481.00' 24.30' 2*53'39" N 13*04'1 6"W 24.29'
HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, LINE BEARING DISTANCE LINE BEARING DISTANCE
SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD C3 1 963.00' 4.54' 0*16'1 3" N7*12'1 8"W 4.54'
SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS Ll S89*10'47"E 30.86 L10 S81*05'54"W 3.84
FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES L2 N351'1 0"W 27.99 Ll 1 S78*43'57"W 37.76 C4 965.00' 64.82' 3'50'55" N4*33'1 O"W 64.81'
LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF
RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. C5 1178.00' 65.58' 3'11'23" N 1*02'0 1"W 65.57'
L3 N85*30'56"W 8.58 L12 S89*1 0'47"E 55.50
C6 585.00' 46.70* 4'34'25" N86*53'34"W 46.69'
REFERENCES L4 N 14'1 5'06"W 34.00 L13 S84*36'21"E 34.35
L5 N2*01'42"W 3930 L14 N70*30'1 1"E 24.18 C7 334.67' 31.70' 5'25'39" N87*19'11"W 31.69'
.
R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. R6. PLAT OF TM CREEK SUBDIVISION No. 3, BOOK 116 OF PLATS AT I C8 434.67' 67.28' 8*52'06 11 S85'31'57"W 67.2 1' E N G I N E E R I N G
R2. RECORD OF SURVEY No. 8594, RECORDS OF ADA COUNTY, IDAHO. PAGES 17469-17473, RECORDS OF ADA COUNTY, IDAHO. L6 N18706'23"W 10.18 L15 N85*1 3'55"E 39-16 9233 WEST STATE STREET
C9 659.00' 52.60' 4*34'25" S86'53'34"E 52-59' BOISE,IDAHO 83714
R7. PLAT OF TM CREEK SUBDIVISION No. 4, BOOK 117 OF PLATS AT L7 N84*36'21"W 42.25 L16 S9*30'1 4"E 19.07 1 PHONE(208)639-6939
R3. RECORD OF SURVEY No. 8921, RECORDS OF ADA COUNTY, IDAHO. PAGES 17944-17947, RECORDS OF ADA COUNTY, IDAHO. L8 S81*05'54"W 14.17 L17 S4*34'59"E 29.54 C10 288.00' 38.62' 7*41'01" S88*26'52"E 38.59' kmenglip.com
R4. RECORD OF SURVEY No. 9058, RECORDS OF ADA COUNTY, IDAHO. R8. RECORD OF SURVEY No. 8468, RECORDS OF ADA COUNTY, IDAHO. I I I C11 668.00' 49.64' 4'15'27" N85*34'54"E 49.63'
L9 I N87-35'31"W 10:2:0:1
R5. RECORD OF SURVEY No. 9943, RECORDS OF ADA COUNTY, IDAHO. R9. RECORD OF SURVEY No. 9646, RECORDS OF ADA COUNTY, IDAHO. C12 663.00' 7.41' 9 3 8 724T FN8 1'05'45"E 1 7-417' JOB NO. 21-051 SHEET 1 OF 4
................ ...................................-..................... Plat of
TM Creek Subdivision No. 5
TM Creek
Subdivision No. 4
IN89-28'20"E 769.67' . ...... ....................... ....... . ................... ........ .......................... ........... . . . .. ...... ... .. .. ....... .................................... ....... ..... ......... ....... ............. ................................... .........
T
39.26'
>1
CITY OF MERIDIAN SEWER AND WATER EASEMENT
PER INSTRUMENT No.
CITY OF MERIDIAN SEWER EASEMENT
PER INSTRUMENT No. -—--—-
ACHD PERMANENT EASEMENT ACHD PERMANENT EASEMENT
PER INSTRUMENT No. -—--—-—-
PER INSTRUMENT No.
b
NACHD PERMANENT EASEMENT
PER INSTRUMENT No. 2019-001205 PER PERMANENT EASEMENT ACHD PERMANENT EASEMENT
PER INSTRUMENT No. PER INSTRUMENT No.
ACHD PERMANENT EASEMENT -- - ---47.77' -SI.80'
PER INSTRUMENT No. 2019-033348 �1 7,83' 1
. ........ 0 34.21 102.00' - 56.70' 60.00'
C6 — 22.49'
N N89*10'47"W 435.769
(6
W. Cobalt Dr. (Public)
:DETAIL "B"
SCALE: 1"=30'
LO
CITY OF MERIDIAN SEWER AND WATER EASEMENT
PER INSTRUMENT No. ---------—
<
PO
— — — — —— — — ——— — —— -:
0 ...... ............... ............z ......... ...... ........................ ..................
0
CITY OF MERIDIAN SEWER AND WATER EASEMENT
PER INSTRUMENT No.
to
00
0)
0 CITY OF MERIDIAN WATER EASEMENT
-00
C14 PER INSTRUMENT No. -----------
Unplatted
V)
ACHD PERMANENT EASEMENT
6
PER INSTRUMENT No. -----------
ACHD PERMANENT EASEMENT
PER INSTRUMENT No.
-- —— — — — — — — — — — — — — ———
T
L-- — — — — — — —— — — — — — — —— —
F
- —— —— —— ———— — —— — — —— — — —— —— —— — — — — —— —— — — -
LO
N cJ I IPUBLIC UTILITY EASEMENT
PER INSTRUMENT No.
1.29'
:DETAIL "All
SCALE: 1"=20' 1.35' I i 1 0.50'
16,86' 2 ..64' 2357' 12.43'
N8901 0'47"W 435.76- :A
N:
W. Cobalt Dr. (Public)
DETAIL "C"
SCALE: 1"=5'
NL LAAto
r,\ST
1 459
kllililll
ENGINEERING
or 9233 WEST STATE STREET
SON L B BOISE,IDAHO 83714
PHONE(208)639-6939
0 kmenglip.com
108 NO. 21-051 -T SHEET 2 OF 4
Plat of
TM Creek Subdivision No. 5
CERTIFICATE OF OWNERS NOTES
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS
DESCRIBED. OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
A PARCEL OF LAND BEING A PORTION OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH, 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION.
COMMENCING AT AN ALUMINUM CAP MARKING THE NORTHWEST 1/16 CORNER OF SAID SECTION 14, WHICH BEARS 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN
SOO'34'31"W A DISTANCE OF 1,328.81 FEET FROM AN ALUMINUM CAP MARKING THE WEST 1/16 CORNER OF SECTION 11 COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL
AND SAID SECTION 14, THENCE FOLLOWING THE SOUTHERLY LINE OF SAID NORTH 1/2 OF THE NORTHWEST 1/4, S89'10'47"E BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM
A DISTANCE OF 30.86 FEET TO A 5/8-INCH REBAR;
THE NAMPA & MERIDIAN IRRIGATION DISTRICT.
THENCE LEAVING SAID SOUTHERLY LINE, NO3'51'10"E A DISTANCE OF 27.99 FEET TO A 5/8-INCH REBAR ON THE 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
NORTHERLY RIGHT-OF-WAY LINE OF WEST COBALT DRIVE AND BEING THE POINT OF BEGINNING. 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
THENCE FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING TWO (2) COURSES: ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
1.N85'30'56"W A DISTANCE OF 8.58 FEET TO A 5/8-INCH REBAR; MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A
2.63.89 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 51.00 FEET, A DELTA ANGLE NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION
OF 71'46'26", A CHORD BEARING OF N49'37'43"W AND A CHORD DISTANCE OF 59.79 FEET TO A 5/8-INCH REBAR ON SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION
THE EASTERLY RIGHT-OF-WAY LINE OF SOUTH WAYFINDER AVENUE; OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF".
THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING
EIGHT (8) COURSES: 5. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00 FOOT WIDE
1.N14'15'06"W A DISTANCE OF 34.00 FEET TO A SET 5/8-INCH REBAR; EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, PROPERTY IRRIGATION AND
2.24.30 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 481.00 FEET, A DELTA PROPERTY DRAINAGE. PROPERTY IRRIGATION AND PROPERTY DRAINAGE EASEMENTS ARE RESERVED
ANGLE OF 02'53'39", A CHORD BEARING OF N13'04'16"W AND A CHORD DISTANCE OF 24.29 FEET TO A 5/8-INCH FOR THE OPERATOR, SCS BRIGHTON INC. OR ASSIGNS.
REBAR' 6. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY
3.NO2'01'42"W A DISTANCE OF 39.30 FEET TO A 5/8-INCH REBAR; AND THE CITY OF MERIDIAN.
4.4.54 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 963.00 FEET, A DELTA ANGLE
OF 00'16'13", A CHORD BEARING OF N07"12'18"W AND A CHORD DISTANCE OF 4.54 FEET TO A 5/8-INCH REBAR; 7. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
5.N18'06'23"W A DISTANCE OF 10.18 FEET TO A 5/8-INCH REBAR; APPROVED IN THE SANITARY RESTRICTION RELEASE.
6.64.82 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 965.00 FEET, A DELTA
ANGLE OF 03'50'55", A CHORD BEARING OF N04'33'10"W AND A CHORD DISTANCE OF 64.81 FEET TO A 5/8-INCH 8. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL
REBAR; RESTRICTIONS.
7.65.58 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,178.00 FEET, A DELTA
ANGLE OF 03'11'23", A CHORD BEARING OF N01'02'01"W AND A CHORD DISTANCE OF 65.57 FEET TO A 5/8-INCH 9. A PORTION OF LOT 7, BLOCK 3 IS SERVIENT TO AND CONTAINS THE ACHD STORM WATER
REBAR; DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER
8.NOO'33'41"E A DISTANCE OF 199.45 FEET TO A BRASS PLUG ON THE BOUNDARY OF TM CREEK SUBDIVISION NO. 4 PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS
(BOOK 117 OF PLATS AT PAGES 17944-17947, RECORDS OF ADA COUNTY, IDAHO); INSTRUMENT No. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE AND FOLLOWING THE BOUNDARY OF SAID TM CREEK SUBDIVISION NO. BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER
4, N89'28'20"E A DISTANCE OF 302.63 FEET TO A 5/8-INCH REBAR; EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
THENCE LEAVING SAID BOUNDARY, N89'28'20"E A DISTANCE OF 467.04 FEET TO A SET 5/8-INCH REBAR;
THENCE S00'28'59"W A DISTANCE OF 485.43 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY RIGHT-OF-WAY LINE OF 10. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO
WEST COBALT DRIVE; THE TERMS AND CONDITIONS OF THAT CERTAIN MASTER DECLARATION OF COVENANTS,
THENCE FOLLOWING SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING NINE (9) COURSES: CONDITIONS, RESTRICTIONS AND EASEMENTS FOR TM CREEK SUBDIVISION FILED AS INSTRUMENT
1.N89'10'47"W A DISTANCE OF 435.76 FEET TO A SET 5/8-INCH REBAR; No. 2017-115929, OF ADA COUNTY RECORDS, AS AMENDED FROM TIME TO TIME.
2.46,70 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 585.00 FEET, A DELTA 11. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
ANGLE OF 04'34'25", A CHORD BEARING OF N86'53'34"W AND A CHORD DISTANCE OF 46.69 FEET TO A SET 5/8-INCH HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
REBAR;
3.N84'36'21"W A DISTANCE OF 42.25 FEET TO A SET 5/8-INCH REBAR; 12. DIRECT LOT OR PARCEL ACCESS TO W. COBALT DR. AND S. WAYFINDER AVE. IS
4.31.70 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 334.67 FEET, A DELTA ANGLE PROHIBITED EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA
OF 05'25'39 A CHORD BEARING OF N87'19'11"W AND A CHORD DISTANCE OF 31.69 FEET TO A SET 5/8-INCH REBAR; COUNTY HIGHWAY DISTRICT.
5.67.28 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 434.67 FEET, A DELTA ANGLE
OF 08'52'06", A CHORD BEARING OF S85'31'57"W AND A CHORD DISTANCE OF 67.21 FEET TO A SET 5/8-INCH REBAR; 13. PER UDC 1 1-3B-7C.2, THIS SUBDIVISION IS SUBJECT TO LANDSCAPE STREET BUFFER
6.S81'05'54"W A DISTANCE OF 14.17 FEET TO A SET 5/8-INCH REBAR; EASEMENTS WHICH THE LANDSCAPING WILL BE MAINTAINED BY THE OPERATOR OR ASSIGNS. THIS
7.N87'35'31"W A DISTANCE OF 10.20 FEET TO A SET 5/8-INCH REBAR; BUFFER IS MEASURED 20-FT FROM BACK OF EXISTING CURB.
8.S81'05'54"W A DISTANCE OF 3 FEET TO A SET INCH REBAR;
9.S78'43'57"W A DISTANCE OF 37.76 FEET TO THE POINTOINT OF BEGINNING.
14. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE
OPERATOR.
SAID PARCEL CONTAINS 8.347 ACRES, MORE OR LESS. 15. THIS SUBDIVISION IS SUBJECT TO A MASTER PATHWAY AGREEMENT WITH THE NAMPA & MERIDIAN
IRRIGATION DISTRICT AND THE CITY OF MERIDIAN AS RECORDED IN INSTRUMENT No. 100102999,
OF ADA COUNTY RECORDS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS
PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED 16. REFER TO FLOOD INSURANCE RATE MAP PANEL NUMBER 16001CO231J, EFFECTIVE DATE OF
FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY JUNE 19, 2020 FOR AREAS WITHIN ZONE 'A' AFFECTING THIS SUBDIVISION.
AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED
OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS
SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID
CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS,
BLAKE R. ALDER, PRESIDENT
BRIGHTON CORPORATION, MANAGER OF
i
SCS BRIGHTON LLC
CERTIFICATE OF SURVEYOR
ACKNOWLEDGMENT I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
OF IDAHO, AND THAT THIS PLAT OF TM CREEK SUBDIVISION No. 5 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS
STATE OF IDAHO) SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION
) SS AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE
ADA COUNTY ) RELATING TO PLATS AND SURVEYS.
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2021, BY BLAKE R. ALDER, AS PRESIDENT
OF BRIGHTON CORPORATION, MANAGER OF SCS BRIGHTON LLC.. \QNPy LAND
T G
AARON L. BALLARD, P.L.S. 12459 CL 12459
SIGNATURE OF NOTARY PUBLIC
"Q)
MY COMMISSION EXPIRES OF �o�P�a E N G I N E E R I N G
B��- 9233 WEST STATE STREET
BOISE,IDAHO 83714
PHONE(208)639-6939
kmengllp.com
FOB NO. 21-051 SHEET 3 OF 4
Plat of
TM Creek Subdivision No. 5
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
HEALTH CERTIFICATE
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN
DISTRICT COMMISSIONERS ON THE DAY OF 20 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 REIMPOSED,
IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL.
PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
HEALTH OFFICER DATE
APPROVAL OF MERIDIAN CITY ENGINEER
THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY
THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER
1, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO,
PER THE REQUIREMENTS OF E.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.
CITY ENGINEER
COUNTY TREASURER DATE
APPROVAL OF MERIDIAN CITY
I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY,
IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE
DAY OF A.D. 20,_.._,, THIS PLAT WAS DULY ACCEPTED AND APPROVED.
CERTIFICATE OF COUNTY RECORDER
STATE OF IDAHO )
)) SS
ADA COUNTY
I HEREBY CERTIFY THAT THIS PLAT OF TM CREEK SUBDIVISION No. 5 WAS FILED AT
MERIDIAN CITY CLERK
I
THE REQUEST OF AT MINUTES PAST O'CLOCK �M.,
THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
i
CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU
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 INSTRUMENT NUMBER
RELATING TO PLATS AND SURVEYS.
DEPUTY EX—OFFICIO RECORDER
ADA COUNTY SURVEYOR DATE FEE:
i
`4Np1. LAN,
12459
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E N G I N E E R I N G
9233 WEST STATE STREET
BOISE,IDAHO 83714
PHONE(208)639-6939
kmengllp.com
JOB NO. 21-051 SHEET 4 OF 4
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