HomeMy WebLinkAboutRevised Final Plat Plat of Book Page
TM Center East Subdivision No. 2
Portions of the Northwest 1/4, West 1/2 of the Northeast 1/4 and the N
(
Northeast 1/4 of the Southwest 1/4 of Section 14, 0 200 400 600
Township 3 North, Range 1 West, B.M., City of Meridian, Ada County, Idaho Plan Scale: 1" = 200'
2024
W. Franklin Rd.
NORTH 1/4 CORNER SECTION 14 SHEET INDEX
FOUND ALUMINUM CAP PER
/ U \ CP&F No. 114010444 SHEET 1 - OVERALL SUBDIVISION PLAT AND EASEMENTS
° TM Creek Unplatted SHEET 2 - DETAIL PLAT MAP AND EASEMENTS
cc
/L4 1 1 Subdivision No. 6 Frontline SHEET 3 - DETAIL PLAT MAP, EASEMENTS AND DETAILS
�I L10 C11 Subdivision
Ten Mite Drain SHEET 4 - EASEMENTS, LINE AND CURVE TABLES AND NOTES
1 I _j SO4°43'1 1 "W SHEET 5 - CERTIFICATE OF OWNERS
1 r > I ( L5 • 113.54 Ten Mile Drain
• SHEET 6 - OWNER SIGNATURES AND ACKNOWLEDGEMENTS
z , �Ci l \ c • • �Csa N SHEET 7 - CERTIFICATES AND APPROVALS
a
TM Creek
N 1 \ M I Subdivision No. 5 L4 • LEGEND
t l3: 1 NW 1 f 16 CORNER SECTION 14 Unplatted • �•
V I FOUND ALUMINUM CAP PER I FOUND ALUMINUM CAP, AS NOTED
aCP&F' �S5 No. 2Q19-D21994 C-N 1/16 CORNER SECTION 14 FOUND ALUMINUM CAP PER N70°05'S3"E I Unplatted
OwE ) ` N70°30'1 1"E CP&F No. 202------ M rtr
FOUND BRASS CAP, AS NOTED
30
24.18' 589°10'47"E .96
• l S84 36 21 E p • FOUND 5/8-INCH REBAR WITH PLASTIC CAP
\ 34.35' 233.52'7 "�� S29 06�38 W Q MARKED "ALB 12459" UNLESS NOTED OTHERWISE
C5 W. Cobalt Dr. ° • 324.82
/ C6-C7-- C8 -- — — — — — — _ C9 • — — _ O FOUND 5/8-INCH REBAR WITH PLASTIC CAP
• 1 C3 \ C� ° ° ° ° ° — - L6 ° _ _ ~W CO,� • S14.23'40"E MARKED "KSK 16662" UNLESS NOTED OTHERWISE
o S89°10'47"E 491.26' �dli Dt •
�10' (SEE 1 26.88 SET 5/8-INCH REBAR WITH PLASTIC CAP
° NOTE 5)S89'10'30"E 1328.62'• . ' S23625'40"W MARKED "ALB 12459"
• . • •
N85.13'55"E 11 /PUBLIC 84.63' FOUND 1/2-INCH REBAR WITH PLASTIC CAP
N06°01 '13"W y 39.16' 11 UTILITY EASEMENT / S71*47'19"W ° MARKED "KSK 16662" UNLESS NOTED OTHERWISE
42.18' v __�I_(SEE DETAIL "E", / 39.28
N00033'41 "E •1 7 SHEET 4) • SET 1/2-INCH REBAR WITH PLASTIC CAP
100.36' ra I MARKED "ALB 12459"
_M
I---10' (SEE NOTE 5) BLOCK 1 r � U ®FND FOUND BRASS PLUG MARKED "ALB PLS 12459"
SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED
FN ` O m "ALB PLS 12459"
1! 1 000
0 10' SEE 6 z A CALCULATED POINT
N89.1 i' 0"W 538.02' ° N89'1 1 '30"IN NOTE 5) 4 • COn Unplatted
O NEW LOT NUMBER
N70°42'09"W o 254.00' o I of � Q EXISTING LOT NUMBER
167.13' � °
S ZA O l rIr
SUBDIVISION BOUNDARY LINE
o¢
N08.37'46"W ! i4 � LOT LINE
1 , 29.46' o t TM Center East O I N I -- — — SECTION LINE
(D
L2 0 11 , Subdivision No. 1 1 I ADJACENT BOUNDARY LINE
10' (SEE 1 = — — — — — — — — — — EASEMENT LINE
00
N08°37'46"1+V —NOTE 5) o LO —
42.1 1 ' FIND 1 N00°48'33"E 1 ROAD CENTERLINE
L1 21 .53' 0 1 0 1 I/1Z1C�LCL/1/L20zj ACHD EASEMENT (SEE NOTE 14)
f o BLOCK 1 I 0
► °°�I z 11 i i
(V WEST 1/4 CORNER SECTION 14 1 N89'11 30 S89 I REFERENCES
FOUND ALUMINUM CAP PER
�M 1130}}E POINT OF BEGINNING
Ln CP&F No. 111022595 �° 75.04' (TIE 48.59' CENTER 1/4 CORNER SECTION 14 R1, RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO.
-� FOUND ALUMINUM CAP PER
— — N89'11'30"W 2233.82' FIND N89.11 '30"W I CP&F No. 2020-083852 R2, PLAT OF PRIMROSE SUBDIVISION, BOOK 25 OF PLATS AT PAGES 1576-1577,
— • — — RECORDS OF ADA COUNTY, IDAHO.
299,09'
a c� R3. PLAT OF TM CROSSING SUBDIVISION No. 4, BOOK 119 OF PLATS AT PAGES
o 1 cn 18285-18291, RECORDS OF ADA COUNTY, IDAHO.
TM Crossing , �
Subdivision NO. 4 L_ N R4. PLAT OF TM CREEK SUBDIVISION No. 5, BOOK 124 OF PLATS AT PAGES
a 19787-19790, RECORDS OF ADA COUNTY, IDAHO.
C o cn � Primrose
�' 0° `04 Subdivision R5. PLAT OF FRONTLINE SUBDIVISION, BOOK 124 OF PLATS AT PAGES
°D 0) � ' 19876-19879, RECORDS OF ADA COUNTY, IDAHO.
o �j o o R6. PLAT OF TM CENTER EAST SUBDIVISION No_ 1, BOOK 127 OF PLATS AT
z v) cn PAGES 20643-20647, RECORDS OF ADA COUNTY, IDAHO.
N89041 '02"W
121 .77'
SURVEY NARRATIVE �d�pl LpN�S
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND AS SHOWN HEREON. c7S j'G1ST O
1crn
THIS SURVEY IS BASED UPON THE RETRACEMENT OF PLATS AND SURVEYS LISTED IN Q` E N G I N E E R I N G
THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. 0 5725 NORTH DISCOVERY WAY
MONUMENTATtON RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE a 12459 M BOISE,IDAHO 83713
WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE PHONE(208)639-6939
MONUMENTS OF RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. 'f'� �� kmengllp.com
49 �rf OF �aP �O
4 JOB N0, 22-221 SHEET 1 OF 5
Plat of Book Page
TM Center East Subdivision No. 2
I SEE DETAIL "A",
SHEET 3
Unplatted
(� —t Frontline
IN � L10 C11 Subdivision
•
0 80 160 240 1 •
T(Unplatted)MDrain to _ SO4°43'1 1"W
Plan Scale: 1 =80 j 0 n 1 13.54'
CN
0 10 Ten Mile Drain
L8 z WIDTH (Unplatted)
VARIES
L7 I
38.00' 37.50'
Unplatted j i IIJ
`r ! Unplatted
A �j fie*
3.00,
380 ,! / CITY OF MERIDIAN SEWER AND /
WATER EASEMENT PER
INST. 'No. 2023-032540 /
CITY OF MERIDIAN SEWER AND .SeP/�i I /
WATER EASEMENT PER
INST. No. 2023-032540
TM Creek ( Unplatted
SEE AIL "D", Subdivision No. 5 W I
SHEET T
I O w
S89010'47"E 233.52' I I I oA v� "� Unplatted
N70°30'1 1 "E S84°36'21 "E o o • C9 N70°05'53"E I 2� ��� ��� 0
24.18' W. Cobalt Dr. U ti
34.35 (R-O-W PER INST. ro S89'10'47"E 233.52' 30.96 38
N85°13'55"E Nos. 2018-041951 • — — �_ — 00,
C] & 2022-059203) 0 �`4 6 • 3jS0
39.16' C5 O C6 0 — o _ O C$ O — - — S89010'47"E 491 .26' � W, Coba — � • • / S14°23'40"E
o - -�— - -_ -- - - - - - - - - - - - - - _ _ ,
90.71',— ��- - - - - - - -400.55' - - - --�_`— � 52.92' - - - - 180.60°- - - - - - - - - It�r�� I 26.88
/ l SOO'48'30"W _ 1C1g ! � CITY OF MERIDIAN SEWER
® S89'10'47"E 250 00' S89'05'43"E 453.47' 81.10' ai ^ AND WATER EASEMENT PER
• - - - - - - - - - - - - - - - - - � � ��2 M \
LS G�/ - r — - - - - - - - - - - — - - - - - - - — - - - - �- - - -t - - - - S88'28'52"E 265.44 '"� I • INST. No. 2023-032718
/ NOO'48 30'E
/ UJ
� o \ w ,n S22'31'05"E v S23 25 40 W
/ S89'11'30"E v / ' 576.43'45 E _ ` 27.03' • cb`V/ 84.63'
N08 15 25 W // 78.03 o / o }� v1''- »2.85,
31 .76' z z / 38 /� j / ACHD TEMPORARY
00
• / S00'49'13"W EASEMENT PER
! KENNEDY LATERAL EASEMENT PER 3,00' — - S89'11'30"E KENNEDY LATERAL EASEMENT PER / / (/ do, • j INST. No. 202_----___
L3 J INSTRUMENT No. 202--------
, 19.11, INSTRUMENT No. 202_-______
N06°01 '13"W 10' (SEE
42.18' ! 1.50 ACHD PERMANENT O 0 NOTE 5) 10' (SEE O
8 /ry /
EASEMENT PER INST. BLOCK 1 "? NOTE 5) /� / I
I No. 202-------- 8' (SEE 5' (SEE 'S71°47'19"W
N NOTE 15) NOTE 15) �r / N VN/ / �E9SE� AUe 39.28'
(� 15 N /�� 202NT
ZIC
3.50 (SEE pFR NS�ry
NO ) T
ll� 19•So' p
N � N00'48'30"E S89'1 1'30"E o / l 11 No S2MfN�
pSS�RE
N 197.50' O l l 1 1 o? £R DNS RRiCgTi�
> V)�^ (0 co 34.45 � 0 / / i // ON
Q z Co� S89'1 1'30"E 146.45' o / / /
w
C a-N I w CITY OF MERIDIAN WATER EASEMENT oM LO N89'11'30"W 383.59' / // Unplatted
�,3 o N d 10=�1 -(SEE DETAIL "B", SHEET 3) 3 \00 v M/f
m o N M M I o0 0 S42'30'25"E� p1 LAN
�j 1 0 on o— z 63.51' co / I 9��� D'rG
�z CITY OF MERIDIAN SEWER EASEMENT // c, GISTF
Z I _ (SEE DETAIL "B" SHEET 3) 0 N TE(SEE.' / 11 I o
I�
N08°37'46"W 5 N �
16 0' 12459 ACHD PERMANENT
EM J'
29.46' L2 L14 N N I III ENT P
O _ <v I U No. 202__PER INST. q 9TF �pP O
01 BLOCKI I I ___
N 08 374261 W — � --' `\\\ O� � � Q a i I III I � 9�DN L o B
C2 p SHARED ACCESS N o
° I �� EASEMENT PER iR
N00 48 33 E FND!L1 — ` \ \ �\ INST. No. 2022-056102 � NI I III I 2.2c�
21 .53 L 1 CZ3�\ � ��25— — — / , W o o) I I I I
2 \\ _ -S89'11'30"E- — S89'11'30"E 169_52'_ _- 1 �\ / c(n Uj W 37' SHARED ACCESS nZ I I I
C — - - - - - - C26:
\� 107.43'
O - - - - - - - - — - — — — — — — — &�57 . EASEMENT PER v I III
• _ 184.20' 205.00' 0 4\09, z INST. No. 2022-056102 0 Q 38.00'•37.50'!
•333.02. _^� — — — — N7�o �96.16�� f . . . . . . N89'1 1'30"W 359.43'. `V z
7- 1 _ _ _ l
°p9" \ `C2_ —S89'1 1_30"E_151.63'= ___—__ _ =S89'1 1'30"E 359.28'— _ — — — t — — `� I (I
—I— — N + I.N89°1 1 '30"W 538.02.. . . . . . . . . �� 16\�3; p — — — — — -187.12' — — 66.88'—o — — — — — — _ — —__ — —_ I
SEE DETAIL"C", n r - - — - - - — - ENGINEERING
SHEET 3 O — N89 1 1 30 W 254.00 N89'1 1 30"W 292.55' I ih � o I I I 5725 NORTH DISCOVERY WAY
— — — � T S00'1 8'58"W BOISE,IDAHO 83713
TM Center East — — — —
Subdivision No. 1 N00°48'30"E — — I I — — — �— — •�' o I I 756.22' PHONE(208)639-6939
0 351 .50' L � — — — 10 — � I �' I I � kmengllp.com
11
Match Line-See Sheet 3 s • ! 10B NO. 22-221 SHEET 2 OF 7
Plat of Book Page
TM Center East Subdivision No. 2
Match Line -See Sheet 2
N89°11 '30"W 254.00' N89.11'30"W 292.55'
- - - - - - - - - - - - - - - - - -I -I- - - - - - - - - - - - - �- Cq II
-I- T - - - - - - - �
LJ LLI
II I
LLJ � 1 II
N W i
QWr7 NO I !
0 80 160 240 0-rn Z I 1 1
cw� 'w oO SOUTHERLY LINE OF
Plan Scale: 1" 80' W SHARED ACCESS
II I II I
••10
8 C 1 1 N EASEMENT (SEE SHEET 2)o 37.00' 37.00';ES
VARIES 6 C17
w ! '
z .
_
VARIES
to,
R3 v�i 10
BLOCK1 I I I I N
Z I II
10.50' (SEE I I I I L8 w SO4°43�1 1 "NV N �— — 20' CITY OF MERIDIAN WATER
I .J n - 113.54 > EASEMENT PER INSTRUMENT
NOTE 14) I ! "' "� Q I No. 2023-029598
• • \ o I o Ten Mile Drain a) — — —
I ! L7 z
I I 1 \ • / LS � (Unplatted) � ( 20' CITY OF MERIDIAN SEWER
— — — — J EASEMENT PER INSTRUMENT
0 15' (SEE�I oN N I 5 No. 2023-029582
NOTE 5) I co� c6 1 \ • 36.50' O
M
-he
I
oo I n 1 L7 — — — — — — vi o?
w I � • 38.00' V VARI
N 3� Unplatted _ V 37 Es • d
N89'1 i 30 W 295.57' - v � .
M I t--
0p r Iw m 00 IJ o
d I `-� o e
Z 10' CITY OF MERIDIAN ` I• INN N I etas J Detail "B"
O WATER EASEMENT PER I SCALE: 1"=50' SCALE: 1"=40'
INST. No. 2024-001499 ( I !
TM Center East ! I
Subdivision No. 1 I I I
5' (SEE I I I I L4 T 3.00' ACHD PERMANENT
NOTE 15) I I \ EASEMENT PER INST.
I I I I 14 50' PUBLIC UTILITY � • J 3.50' (SEE No. 202_-
N70°30'1 1 "E
,0 11- I - EASEMENT PER INST. ( 1 NOTE 15)
No 202_- 24.18'
in O I I I t 1.50' ACHD PERMANENT
1_,_�--EASEMENT PER INST. W. Cobalt Dr. C5 _
I I I I I i L"`—NOTE 15EE /No. 202--------
6.5 ' ACHD PERMANENT I )
4--EASEMENT PER INST. I I 1.50' ACHD PERMANENT G� ° �8.0 (SEE
S89'11'30"E' I I I No. 202-------- EASEMENT PER INST. N85 13 55 E NOTE 15)
0.5' I I i No. 202_- • 39.16' NOTE 15)E
c29
IS89°11 '30"E N I 20' CITY OF MERIDIAN G / /�� (� — 5804913"w 94.21,
I\I i� 148.59 WATER EASEMENT PER / /
CENTER 1/4 CORNER O INST. No. 2023-069233
O 298.59' 38.00' 37.50' SECTION 14
N89°1 1 '30"W 299.09' I 37.50' 37.50'•I 32' CITY OF MERIDIAN O — — L14 — — — — — _ s L5 8 /p ��
SEWER EASEMENT PER Q N080 1 5'25"W /y� �
�\ INST. No. 106122362 aj ,
31 .76 .
— ' /�`'11
I > - - L
KENNEDY LATERAL EASEMENT PER
10' EASEMENT FOR PUBLIC I
I 0) SHAREDACCESS SEMENT •1 L3 / °' INSTRUMENT No. 202-----___
UTILITIES, STREET LIGHTS AND 27' ACHD PERMANENT � N �►_
PRESSURIZED IRRIGATION PER—.� I EASEMENT PER INST. PER INST. No. 2022-056102 L16
TM CROSSING SUBDIVISION No. 4 I I I ( No. 202_- FND� — L13 —
iIIL15
II �
LO I I V;61
11
00 ( BLOCK 2 M Detail "D"
O SCALE: 1"=40'
) 0 1 3 0
001
�0 am ! p1 LAN
TM Crossing �I M 1 I N 10 Primrose I�3.50' (SEE 5��� S
Subdivision No. 4 NOTE 15)
;'' Subdivision J
of I I I o o
Z 11 � IPA 12459
2' ACHD PERMANENT F
EASEMENT PER INST.—�J I I 99�7F OF
�_—SEWER
No. 2020-083604 I I 32' CITY OF MERIDIAN „ „EASEMENT PER Detail C �N L. BA�-�'
1 ( INST. No. 106122362 SCALE: 1"=30' Z
I I I I I 2 •Zo•� `�
II I I
I I I Primrose
37.5O' 37.50' 46.77' Subdivision
I
N89041 '02"W
121 .77' d
L cz ENGINEERING
1 5725 NORTH DISCOVERY WAY
E O ,O BOISE,IDAHO 83713
V V PHONE(208)639-6939
kmenglip.com
co ~
V
JOB NO. 22-221 SHEET 3 OF 7
Plat of Book Page
TM Center East Subdivision No. 2
NOTES
1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE
CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.
W. Cobalt Dr. LINE TABLE CURVE TABLE 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE
CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION.
S89°1 o'47"E 491.26' LINE BEARING DISTANCE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE
T L1 N45'48'33"E 6.82' C1 252.00' 23.27' 5'17'28" N05'03'32"E 23.26' WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO
10.00' I 20.53' IRRIGATION WATER AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAMPA & MERIDIAN IRRIGATION
N00'48'30"E� 100 L2 N34'21'58"W 9.21' C2 636.17' 73.08' 6'34'54" NO2'43'46"W 73.04' DISTRICT.
N 41.50' I J L3 N13'08'40"W 10.08' C3 56.00' 57.46' 58*47'13" N37'31'31"E 54.97'
- - - - - - S89'11'30"E 180`06' 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH
L4 N88'37'28"E 1.62' C4 481.00' 73.36' 8'44'20" N71'17'18"E 73.29' 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
N89'11'30"W 180 L5 N08'07'S5"E 9.21' C5 663.00' 7.41' O'38'24" N81'05'45'E 7.41' 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
I
L6 N00'49'13"E 74.00' C6 668.00' 49.64' 4'15'27' N85'34'54"E 49.63' 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
L7 N04'52'53"E 13.51' C7 288.00' 38.62' 741'01" S88°26'52"E 38.59' FACILITY OR EXPANSION THEREOF".
L8 S85'08'26"E 1,50' C8 659.00' 52.60' 4'34'25" S86'53'34"E 52.59' 5. UNLESS SHOWN OTHERWISE, ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00
FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS AND PROPERTY
L9 N04'52'53"E 110.00' C9 1038,50' 339.45' 18°43'41" S79'48'56"E 337.94' IRRIGATION. PROPERTY IRRIGATION EASEMENTS ARE RESERVED FOR THE DECLARANT PURSUANT TO THOSE
COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS REFERENCED IN NOTE 8 HEREIN.
L10 S85'08'26"E 74.00' C10 385.50' 163.02' 24'13'44" N16'59'46"E 161.81'
L1 1 N29'06'38"E 41.39' C1 1 304.71' 10.01' 1'52'53" S06'43'04"W 10.01' 6. LOTS_SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND
THE CITY OF MERIDIAN.
L12 S66'45'20"E 60,66' C12 461.00' 194.95' 24'13'44" S16'59'46"W 193.50' 7. LOT 1, BLOCK 2 IS DESIGNATED IS A COMMON LOT AND SHALL BE OWNED AND MAINTAINED BY THE
L13 N89'11'30"W 28.84' C13 926.00' 443.45' 27*26'18" Sl V02'07"W 439.23' IN DECLARANT
PURSUANT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS REFERENCED
L14 S89'11'30"E 34.98' C14 1000.00' 379.30' 21'43'57" N78'18'48"W 377.03'
8. THE LOTS WITHIN THIS SUBDIVISION, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS
L15 N89'35'25"W 16.47' C15 963.50' 48421' 28'47 40 S14'42'48'W 479.13 AND CONDITIONS OF THAT CERTAIN DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS, AND
d EASEMENTS THAT ARE FILED FOR RECORD AS INSTRUMENT No. 2022-056102, OF ADA COUNTY
of I � 4°
L16 N06'0V13"W 3.74' C16 423.50' 179.09' 213'44" N16'59'46"E 177.76' RECORDS, AND MAY BE AMENDED FROM TIME TO TIME.
-r I rn
L17 N44'22'15"E 61.46' C17 190.00' 9.21' 2'46'34" S06'16'11"W 9.21' 9. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST
w I I ESTABLISHED NORMAL GROUND WATER ELEVATION.
o I I o L18 S00'48'30"W 51.50' C18 267.71' 8.20' 1*45'14" N06'46'51"E 8.19'
10. DIRECT LOT OR PARCEL ACCESS TO W. COBALT DR., S. WAYFINDER AVE., AND S. BENCHMARK WAY IS
00
000 C19 961.50' 300.67' 17'55'00" S80'13'16"E 299.44' PROHIBITED EXCEPT FOR THOSE ACCESS POINTS APPROVED BY THE CITY OF MERIDIAN AND ADA COUNTY
I' HIGHWAY DISTRICT.
zl 10 C20 1001.50 249.03' 14°14'49" S20'40'03"W 248.39'
O I C21 1001.50' 231.22' 13'13'41" S06'55'48"W 230.70' 11. THE PRESSURE IRRIGATION SYSTEM WITHIN THIS DEVELOPMENT SHALL BE MAINTAINED BY THE DECLARANT PURSUANT TO THOSE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS REFERENCED IN NOTE 8
C22 168.50' 36.01' 12°14'43" S55'58'06"E 35.94' HEREIN.
I 12. THIS SUBDIVISION IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No.
10' PUBLIC UTILITY C23 131.50' 90.30' 39'20'45" N69'31'07"W 88.54'['-EASEMENT202--------- OF ADA COUNTY RECORDS.
I I C24 168.50' 115.71 39'20'45" N69'31'07 W 113.45'
C25 131.50' 90.30' 39'20'45' S69'31'07"E 88.54' ADA COUNTY 13. THIS
SUBDIVISION IS TO A DEVELOPMENT AGREEMENT PER INSTRUMENT No. 2021-089157, OF
I I
C26 236.50' 76.32' 18'29'21" N79'56'49"W 75.99' 14. A PORTION OF LOT 10, BLOCK 1 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM
C27 199.50' 64.38' 18'29'21 S79'56 49"E 64.10' 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
C28 56.00' 3.93' 4'01'20" S10'08'35"W 3.93' 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
C29 481.00' 11.02' 1'18'45" S67'34'30"W 11.02' FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
I I C30 1001.50' 46.78' 2'40'35" S12'12'21"W 46.78' 15. THIS SUBDIVISION IS SUBJECT TO A LANDSCAPE STREET BUFFER EASEMENT WHICH THE LANDSCAPING
WILL BE MAINTAINED BY TEN MILE CROSSING ANNEX, LLC, DWT INVESTMENTS, LLC AND SCS
C31 325.00' 109.18' 19*14'55" S10°25'58"W 108.67' INVESTMENTS, LLC, OR ASSIGNS. STREET BUFFERS SHALL BE MEASURED FROM BACK OF CURB AS SET
C32 315.00' 105.83' 19'14'55" S10°2558"W 105.33' FORTH IN UDC 11-3B-7C.1a(2).
I 16. THIS SUBDIVISION IS SUBJECT TO A TEMPORARY EMERGENCY ACCESS EASEMENT AGREEMENT PER
INSTRUMENT No. 2022-056908, OF ADA COUNTY RECORDS.
I I 17. LOT 10, BLOCK 1 IS SUBJECT TO A 24.00 FOOT WIDE PUBLIC UTILITY EASEMENT ADJACENT TO THE
SOUTHERN LINE OF THE SHARED ACCESS EASEMENT (INST. No. 2022-056102) AS SHOWN HEREON.
Q 18. LOTS 5, 7 AND 9, BLOCK 1 ARE SUBJECT TO A 10.00 FOOT WIDE PROPERTY IRRIGATION EASEMENT
ADJACENT TO THE NORTHERN LINE OF THE SHARED ACCESS EASEMENT (INST. No. 2022-056102) AS
SHOWN HEREON. PROPERTY IRRIGATION EASEMENTS ARE RESERVED FOR THE DECLARANT PURSUANT TO
THOSE COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS REFERENCED IN NOTE 8 HEREIN.
N 19. NO EXISTING INTERSTATE NATURAL GAS TRANSMISSION PIPELINE OR INTERSTATE PETROLEUM PRODUCTS
PIPELINE AS
NED TO BE WITHIN 1,000 FEET HIS
RECOGNIZED
PIPELINE
OF AND
SUBDIVISION.
HAZARDOUS MATERIALS SAFETY ADMINISTRATION WAS
DETERMINED
SHARED ACCESS
10.00' EASEMENT PER
4�86, / / ` \ INST. No. 2022-056102
(SEE SHEET 2)
Nj0;
� 42'091,, 109 �
167.13S '- -- - - - - - - - - - - - - -
O Q1*pL LANo S
TM Center East ` \ � ` o k5y� G 0
Subdivision No. 1 1
0
- - - - - - - - - - °- 12459 0
Detail A �o
Detail
1'"=" 9 Pjl ' ENGINEERING
'4� �F P� 5725 NORTH DISCOVERY WAY
. B BOISE,IDAHO 83713
PHONE(208)639-6939
kmengllp.com
JOB NO. 22-221 SHEET 4 OF 7
Plat of Book Page
TM Center East Subdivision No. 2
CERTIFICATE OF OWNERS
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED.
A PARCEL OF LAND BEING PORTIONS OF THE NORTHEAST 1/4, NORTHWEST 1/4, AND SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 3 NORTH,
RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN ALUMINUM CAP MARKING THE CENTER 1/4 CORNER OF SAID SECTION 14, WHICH BEARS S00-35'31"W A DISTANCE OF
2,656.80 FEET FROM AN ALUMINUM CAP MARKING THE NORTH 1/4 CORNER OF SAID SECTION 14, THENCE FOLLOWING THE EASTERLY LINE OF
SAID SOUTHWEST 1/4 AND THE BOUNDARY OF PRIMROSE SUBDIVISION (BOOK 25 OF PLATS AT PAGES 1576-1577, RECORDS OF ADA COUNTY,
IDAHO), S00'35'29"W A DISTANCE OF 379.44 FEET TO A 5/8-INCH REBAR ON THE BOUNDARY OF TM CROSSING SUBDIVISION NO. 4 (BOOK
119 OF PLATS AT PAGES 18285-18291, RECORDS OF ADA COUNTY, IDAHO);
THENCE LEAVING SAID EASTERLY LINE AND THE BOUNDARY OF SAID PRIMROSE SUBDIVISION AND FOLLOWING THE BOUNDARY OF SAID TM
CROSSING SUBDIVISION NO. 4 THE FOLLOWING THREE (3) COURSES:
1. N89'41'02"W A DISTANCE OF 121.73 FEET TO A 5/8-INCH REBAR;
2. NOO'18'58"E A DISTANCE OF 380.50 FEET TO A 5/8-INCH REBAR;
3. N89'11'30"W A DISTANCE OF 299.09 FEET TO A 5/8-INCH REBAR ON THE BOUNDARY OF TM CENTER EAST SUBDIVISION NO. 1;
THENCE LEAVING THE BOUNDARY OF SAID TM CROSSING SUBDIVISION NO. 4 AND FOLLOWING THE BOUNDARY OF SAID TM CENTER EAST
SUBDIVISION NO. 1 THE FOLLOWING FOUR (4) COURSES:
1. N00'48'30"E A DISTANCE OF 703.00 FEET TO A 5/8-INCH REBAR;
2. N89'11'30"W A DISTANCE OF 254.00 FEET TO A 5/8-INCH REBAR;
3. N70'42'09"W A DISTANCE OF 167.13 FEET TO A 5/8-INCH REBAR;
4. N89'11'30"W A DISTANCE OF 538.02 FEET TO A 5/8-INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF S. WAYFINDER AVENUE;
THENCE LEAVING SAID BOUNDARY AND FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING TEN (10) COURSES:
1. 29.62 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 252.00 FEET, A DELTA ANGLE OF 06'44'05",
A CHORD BEARING OF N04'20'14"E AND A CHORD DISTANCE OF 29.60 FEET TO A 5/8-INCH REBAR;
2. N45'49'56"E A DISTANCE OF 4.24 FEET TO A 5/8-INCH REBAR;
3. N00'48'33"E A DISTANCE OF 35.50 FEET TO A 5/8-INCH REBAR;
4. N89'11'27"W A DISTANCE OF 12.34 FEET TO A 5/8-INCH REBAR;
5. N07'50'05"W A DISTANCE OF 18.69 FEET TO A 5/8-INCH REBAR;
6. NOO'33'41"E A DISTANCE OF 204.40 FEET TO A 5/8-INCH REBAR;
7. 73.08 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 636.17 FEET, A DELTA ANGLE OF 06'34'54",
A CHORD BEARING OF NO2'43'46"W AND A CHORD DISTANCE OF 73.04 FEET TO A 5/8-INCH REBAR;
8. N06'01'13"W A DISTANCE OF 42.18 FEET TO A 5/8-INCH REBAR;
9. N13'08'40"W A DISTANCE OF 10.08 FEET TO A 5/8-INCH REBAR;
10. N08'15'25"W A DISTANCE OF 31.76 FEET TO A 5/8-INCH REBAR ON THE SOUTHERLY RIGHT-OF-WAY LINE OF W. COBALT DRIVE;
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING TWELVE (12)
COURSES:
1. N88'37'28"E A DISTANCE OF 1.62 FEET TO A 5/8-INCH REBAR;
2. N08'07'55"E A DISTANCE OF 9.21 FEET TO A 5/8-INCH REBAR;
3. 57.46 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 56.00 FEET, A DELTA ANGLE OF 58'47'13",
A CHORD BEARING OF N37'31'31"E AND A CHORD DISTANCE OF 54.97 FEET TO A 5/8-INCH REBAR;
4. 73.36 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 481.00 FEET, A DELTA ANGLE
OF 08'44'20", A CHORD BEARING OF N71'17'18"E AND A CHORD DISTANCE OF 73.29 FEET TO A 5/8-INCH REBAR;
5. N85'13'55"E A DISTANCE OF 39.16 FEET TO A 5/8-INCH REBAR;
6. 7.41 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 663.00 FEET, A DELTA ANGLE OF 00'38'24",
A CHORD BEARING OF N81'05'45"E AND A CHORD DISTANCE OF 7.41 FEET TO A 5/8-INCH REBAR;
7. N70'30'11"E A DISTANCE OF 24.18 FEET TO A 5/8-INCH REBAR;
8. 49.64 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 668.00 FEET, A DELTA ANGLE OF
04'15'27", A CHORD BEARING OF N85'34'54"E AND A CHORD DISTANCE OF 49.63 FEET TO A 5/8-INCH REBAR;
9. 38.62 FEET ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 288.00 FEET, A DELTA ANGLE
OF 07'41'01", A CHORD BEARING OF S88'26'52"E AND A CHORD DISTANCE OF 38.59 FEET TO A 5/8-INCH REBAR;
10. S84'36'21"E A DISTANCE OF 34.35 FEET TO A 5/8-INCH REBAR;
11. 52.60 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 659.00 FEET, A DELTA ANGLE OF 04'34'25
A CHORD BEARING OF S86'53'34"E AND A CHORD DISTANCE OF 52.59 FEET TO A 5/8-INCH REBAR;
12. S89'10'47"E A DISTANCE OF 491.26 FEET TO A 5/8-INCH REBAR ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID W. COBALT DRIVE
THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID EASTERLY RIGHT-OF-WAY LINE, NOO'49'13"E A DISTANCE OF
74.00 FEET TO A 5/8-INCH REBAR;
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, S89'10'47"E A DISTANCE OF 233.52 FEET TO A 5/8-INCH REBAR;
THENCE 339.45 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,038.50 FEET, A DELTA ANGLE OF
18'43'41", A CHORD BEARING OF S79'48'56"E AND A CHORD DISTANCE OF 337.94 FEET TO A 5/8-INCH REBAR;
THENCE N70'05'53"E A DISTANCE OF 30.96 FEET TO A 5/8-INCH REBAR;
THENCE N29'06'38"E A DISTANCE OF 340.13 FEET TO A 5/8-INCH REBAR;
THENCE 163.02 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 385.50 FEET, A DELTA ANGLE OF
24'13'44", A CHORD BEARING OF N16'59'46"E AND A CHORD DISTANCE OF 161.81 FEET TO A 5/8-INCH REBAR;
THENCE N04'52'53"E A DISTANCE OF 13.51 FEET TO A 5/8-INCH REBAR;
THENCE S85'08'26"E A DISTANCE OF 1.50 FEET;
THENCE N04'52'53"E A DISTANCE OF 110.00 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF S. BENCHMARK AVENUE;
THENCE FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, S85'08'26"E A DISTANCE OF 74.00 FEET TO A 5/8-INCH REBAR ON THE
BOUNDARY OF FRONTLINE SUBDIVISION (BOOK 124 OF PLATS AT PAGES 19876-19879, RECORDS OF ADA COUNTY, IDAHO);
THENCE FOLLOWING SAID BOUNDARY, 10.01 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 304.71
FEET, A DELTA ANGLE OF 01'52'53", A CHORD BEARING OF S06'43'04"W AND A CHORD DISTANCE OF 10.01 FEET TO A 5/8-INCH REBAR;
THENCE LEAVING SAID BOUNDARY, SO4'43'11"W A DISTANCE OF 113.54 FEET TO A 5/8-INCH REBAR;
THENCE 194.95 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 461.00 FEET, A DELTA ANGLE OF
24'13'44", A CHORD BEARING OF S16'59'46"W AND A CHORD DISTANCE OF 193.50 FEET TO A 5/8-INCH REBAR;
THENCE S29'06'38"W A DISTANCE OF 324.82 FEET TO A 5/8-INCH REBAR;
THENCE S14'23'40"E A DISTANCE OF 26.88 FEET TO A 5/8-INCH REBAR;
THENCE S23'25'40"W A DISTANCE OF 84.63 FEET TO A 5/8-INCH REBAR;
THENCE S71'47'19"W A DISTANCE OF 39.28 FEET TO A 5/8-INCH REBAR;
THENCE 443.45 FEET ALONG THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 926.00 FEET, A DELTA ANGLE OF
27'26'18", A CHORD BEARING OF S14'02'07"W AND A CHORD DISTANCE OF 439.23 FEET TO A 5/8-INCH REBAR;
THENCE SOO'18'58"W A DISTANCE OF 756.22 FEET TO A 5/8-INCH REBAR ON THE SOUTHERLY LINE OF THE NORTHWEST 1/4 OF SAID CERTIFICATE OF SURVEYOR
SECTION 14; I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND
THENCE FOLLOWING SAID SOUTHERLY LINE, S89'11'30"E A DISTANCE OF 48.56 FEET TO THE POINT OF BEGINNING. SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF TM CENTER EAST
SUBDIVISION No. 2 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE
SAID PARCEL CONTAINS A TOTAL OF 26.918 ACRES, MORE OR LESS. ATTACHED PLAT, 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.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT NPU LAN
DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH �0
OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE `'� G
ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, < E N G I N E E R I N G
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. a 12459 5725 NORTH DISCOVERY WAY
AARON L. BALLARD, P.L.S. 12459 BOISE,IDAHO 83713
sJ �o PHONE(208)639-6939
9q 9TF OF � kmenglip.com
�.> FBO. 22-221 SHEET 5 OF 7
Plat of Book Page
TM Center East Subdivision No. 2
ROBERT L. PHILLIPS, PRESIDENT ROBERT L. PHILLIPS, PRESIDENT
BRIGHTON CORPORATION, AN IDAHO CORPORATION AND MANAGER OF TEN MILE CROSSING, INC., AN IDAHO CORPORATION
DWT INVESTMENTS, LLC, AN IDAHO LIMITED LIABILITY COMPANY,
AS TENANT—IN—COMMON OWNER OF LOTS 5-11, BLOCK 1 AND LOT 1, BLOCK 2
ACKNOWLEDGMENT ACKNOWLEDGMENT
STATE OF IDAHO STATE OF IDAHO
gg � SS
ADA COUNTY ADA COUNTY )
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202 , BY ROBERT L. THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202 , BY ROBERT L.
PHILLIPS, AS PRESIDENT OF BRIGHTON CORPORATION, MANAGER OF DWT INVESTMENTS, LLC. PHILLIPS, AS PRESIDENT OF TEN MILE CROSSING, INC.
SIGNATURE OF NOTARY PUBLIC SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES MY COMMISSION EXPIRES
TAHRI MOLIFUA, VICE PRESIDENT ROBERT L. PHILLIPS, PRESIDENT
OF REAL ESTATE CAPITAL OF BRIGHTON CORPORATION, AN IDAHO CORPORATION AND MANAGER OF
BV MANAGEMENT SERVICES. INC., AN IDAHO CORPORATION, THE SCS BRIGHTON, LLC AN IDAHO LIMITED LIABILITY COMPANY
MANAGER OF BVB TEN MILE CROSSING ANNEX, LLC
AS TENANT—IN—COMMON OWNER OF LOTS 5-11, BLOCK 1
ACKNOWLEDGMENT
ACKNOWLEDGMENT STATE of IDAHO� SS
STATE OF
SS ADA COUNTY
COUNTY OF )
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202 BY ROBERT L.
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202 , BY TAHRI PHILLIPS, AS PRESIDENT OF BRIGHTON CORPRATION AND MANAGER OF SCS BRIGHTON, LLC.
MOLIFUA, AS VICE PRESIDENT OF REAL ESTATE CAPITAL OF BV MANAGEMENT SERVICES, INC., THE MANAGER OF
BVB TEN MILE CROSSING ANNEX, LLC.
SIGNATURE OF NOTARY PUBLIC
SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES
MY COMMISSION EXPIRES
MICHAEL A. HALL, PRESIDENT MICHAEL A. HALL, PRESIDENT
SCS INVESTMENTS, LLC, AN IDAHO LIMITED LIABILITY COMPANY, SCS MANAGEMENT, LLC AN IDAHO LIMITED LIABILITY COMPANY AND MANAGER OF
AS TENANT—IN—COMMON OWNER OF LOTS 5-11, BLOCK 1 AND LOT 1, BLOCK 2 SCS TM CREEK, LLC AN IDAHO LIMITED LIABILITY COMPANY
ACKNOWLEDGMENT ACKNOWLEDGMENT
STATE OF SS IDAHO) STATE OF IDAHO
)))
ADA COUNTY ) ADA COUNTY SS
THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202—, BY MICHAEL A.. THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 202 , BY MICHAEL A.
HALL, AS PRESIDENT OF SCS INVESTMENTS, LLC. HALL, AS PRESIDENT OF SCS MANAGEMENT, LLC AND MANAGER OF SCS TM CREEK, LLC.
SIGNATURE OF NOTARY PUBLIC SIGNATURE OF NOTARY PUBLIC
MY COMMISSION EXPIRES MY COMMISSION EXPIRES
\ONpL LAND
o < ENG1, NE EKING
���� 5725 NORTH DISCOVERY WAY
BOISE,IDAHO 83713
PHONE(208)639-6939
yq 9pF OF \�P Q kmenglip.com
FBO. 22-221 SHEET 6 OF 7
Plat of Book Page
TM Center East Subdivision No. 2
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
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.
CITY ENGINEER
APPROVAL OF MERIDIAN CITY COUNTY TREASURER DATE
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
MERIDIAN CITY CLERK
HEREBY CERTIFY THAT THIS PLAT OF TM CENTER EAST SUBDIVISION No. 2 WAS FILED AT
THE REQUEST OF AT MINUTES PAST O'CLOCK .M.,
THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS
CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRU
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY
CERTIFY THAT I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO INSTRUMENT NUMBER
CODE RELATING TO PLATS AND SURVEYS.
DEPUTY EX-OFFICIO RECORDER
ADA COUNTY SURVEYOR DATE FEE:
\�NPL LTAN s
�,,G%jZjl
12459
s� �o
9,9 9TF OF SOP �O
L. B P�-�'P
3,22 .Zovl
Icrn
E N G I N E E R I N G
5725 NORTH DISCOVERY WAY
BOISE, IDAHO 83713
PHONE(208)639-6939
kmengllp.com
[JOB N0, 22-221 SHEET 7 OF 7