HomeMy WebLinkAboutCC - Final Plat PLAT SHOWING
ASCENTSUBDI VISION
LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 10,
T.3N., R.1 W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2021
IFS
\ 0 FOUND 5/8" IRON PIN AS NOTED
\ \\ FOUND ALUMINUM CAP MONUMENT
\ ♦ 20.00 \
W.C. \ ♦ \ • SET 1/2 IRON PIN WITH CAP PLS 7729
PLS 11779 \
\ \\ SET 5/8" IRON PIN WITH CAP PLS 7729
\ ♦♦ \\ -- -- SUBDIVISION BOUNDARY LINE
\ ♦♦ \
LOT LINE
\ SECTION LINE
1 \
\\ ♦♦ \
I O O \ RIGHT—OF—WAY LINE �P
\\ 1 S \\ _ — — CENTERLINE d�'
4 \ ♦�
\ UNPLATTED — — — — — — — — SIDEWALK EASEMENT LINE
Ni
BLOCK 6 \\\ 4? \ — — — — — — — — — — PURDAM DRAIN EASEMENT LINE
1 W. SKI HILL ST. \\ \\ 7 LOT NO.
1 \ PURDAM STUB WITNESS CORNER
O \ DRAIN EASEMENT W.C.
\ `♦ \
NOTES
I
O W. SKI HILL ST. ♦ \\ 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22,
0 5 \ \ CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH
1 \ ` STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE
UNPLATTED ,I O 2 \ ♦ \\ TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,
BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 10 40 160
C4 °r° 7 3 \ \\ NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN 0 20 80 320
M) \ 1 ♦ \ OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE
0I I 8 \ \ OPERATION WAS NOT A NUISANCE AT THE TIME THE
W ZI 4 \ OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SCALE: 1 = 80
z CIQ Co SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS
g 05 \ FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
31.22' \ \ AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
I N N 10 Z N O \W.C.
2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF
W w W fYj 11 W MERIDIAN IN COMPLIANCE WITH IDAHO CODE SECTION 31-
3805 P L
X a. I } 12 � 7 O \\ (1)(b). ALL LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED S��N
F4 1 Q 8 } 1 TO WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS
1 1 FROM THE CITY OF MERIDIAN.
Q 13 z BLOCK 5 o
SHEET 2 I O Q I SHEET 2 3. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE 7729
———————— ———————— APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE
SHEET 3 14 10 10 SHEET 3 RE—SUBDIVISION.
15 BUILDING O F4. MINIMUM SETBA SETBACKS
NTH
1 THEAPPLICALEAND ISI N REGULATIONS
G.
1 12 O O 13 THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR
1 I� AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN
17 13 o N UNPLATTED ON THIS PLAT.
18 14 AIM 5. LOTS 5, 6 AND 7, BLOCK 1; LOT 1, BLOCK 2; LOTS 1 AND 18,
p BLOCK 3; LOTS 1 AND 14, BLOCK 4, LOTS 1 AND 2, BLOCK 5,
1 W. CHAIR LIFT ST. I AND N OTS 1 AND MON LOTS MICH
SHALL E OWNED AND BLOCK M NDMAINTAINED BY THEHOMEOWNER'S
ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET
BLOCK 1 PUBLIC UTILITY EASEMENT.
� O O O O I 6. LOT 4, BLOCK 6 IS/ARE SERVIENT TO AND CONTAIN THE ACHD
Q 1 2 3 4 5 6 7 8 9 10 11 12 13 STORM WATER DRAINAGE SYSTEM. THESE LOT(S) ARE
U 1 ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL
REAL POINT STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER
1 I OF BEGINNING 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL
RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY SURVEYORS NARRATIVE:
m �s��� — -- - --�•�--- NO'34'24"E�_ THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER
N. ASCENT AVE. N89-15'34"W 366.65' 33,88' EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY
S.9 S.10 __ _ PRIVATE DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO HEREON. THE PROPERTY IS A PORTION OF THE PROPERTY DESCRIBED
_2264.09' ___� 1 4 $.10 SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS
___ 376.47' � IN WARRANTY DEED INSTRUMENT N0. 2020-002781. THIS SUBDIVISION
S.16 S.15 — W. FRANKLIN ROAD —— FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER IS ALSO A PORTION OF THAT PROPERTY AS SHOWN ON RECORD OF
S89'15'34"E 2640.54' $.15 DRAINAGE SYSTEM. SURVEY INSTRUMENT NO. 2008-001229. THE SECTIONAL CORNERS
CP&F & 201 8-01 6 06 8 BASIS OF BEARING CP&F jp. LOCATED ON THE GROUND AND THE INFORMATION CONTAIN IN RECORD
2018-088996 7. LOT 1, BLOCK 5 AND LOT 1, BLOCK 6 SHALL BE SUBJECT TO OF SURVEY INSTRUMENT NO. 2008-001229 WERE USED TO CONTROL
A OPERATIONS & MAINTENANCE EASEMENT FOR PURDAM STUB THE BOUNDARY LINES OF THIS SUBDIVISION
DRAIN IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION
DISTRICT.,
BOOK PAGE
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 19--251 (208)846-8570
P:\ASCENT SUB (Christiansen 5 Acre Topo) 19-251\dw \Plat\Ascend Sub PLAT.dw 12 12 2020 12:38:14 PM SHEET 1 OF 5 GROUP, LLC
ASCENT SUBDI
\
20.00'
W.C. 1 ♦
\
PLS 11779 ♦
\ 11.22' \
\ �♦ \
♦ \
I `s ♦♦ \\
I \ ♦♦ \
1 \A ♦ \
1
' \ ♦� \\ J L
\
00 \ ♦ \
1 w , ` \
N � \ ♦ \
I O MHO 3 \� ♦ \
1 p = 1 \
Z N CO0 \ O
I p O O \ \
cn \ �9 •?O• \ 5 20 80
1 3s
' BLOCK 8 \ `fix+ ♦NIP
, 0 10 40 120
ys- \\ SCALE: 1" = 40'
37.00 31.48' 31.39' `��� 'Ate, �v'As ,
S89'15'34"E 99.87'
16.50'
S89'15'34"E 97.86' _ ^�� \, �� \ LEGEND
I- ` � 77.85' �, � C? \\ �A \
N `-20.02 W. SKI HILL ST. ' \\ `` \
\ \
N I Gry�G�6 . --� L1 c2 �? �?�\ \ \ ♦ \ PURDAM STUB � FOUND 5/8" IRON PIN AS NOTED
\\ `♦ \\ DRAIN EASEMENT 0 FOUND ALUMINUM CAP MONUMENT
I' I S89' n 25'26"E 93.76' \ \ ♦ \ • SET 1/2 IRON PIN WITH CAP PLS 7729
I C27 N \
r O w N0'44'26"E `♦ \ SET 5/8" IRON PIN WITH CAP PLS 7729
10'i 10' `r° S89'25'26"E 99.17'11.09 . 25.75' \ ♦ O \ __ __
\\ b1b \\ SUBDIVISION BOUNDARY LINE
b I O 1 u� O \ ♦ LOT LINE
♦ \
1 `� S89'25'26"E 99.11' N I N \ \
1 I l o SECTION LINE
O4 I 0 O� 63.45' \ 26.11' ♦ \
I 9 \ RIGHT-OF-WAY LINE
N S89'25'26"E 99.05' N I S89'15'34"E 89.55' 21.54' \ CENTERLINE
1 I _ S89'15'34"E 139.90' _ _ \ - -
' o
I O i I 127.11' W. SKI HILL ST. \\ - - - - - - - - SIDEWALK EASEMENT LINE
N N M� 98.97' S89'15 34»E 50.74, 12•79
S89'25'26"E ` \
pal I �,� �,� \ A \ - - - - - - - - - - PURDAM DRAIN EASEMENT LINE
v G O
C9 '1 S89'15'34"E 90.54' 1 �' �o �� ?•♦ \
tp
\,
\\
in
OLOT NO.
w N C12 ♦
t } S89'25'26"E 98.90' ♦
� O7.43 WITNESS CORNER
o S89'25'34"E 98.76' � y,`
L 185' 18.O sI 1 in ♦Z . 10, 10,OM \\
1 "�o� 8 "� I N I S89'25'34"E 98.83' N I S�A� O`♦ \
1
O
M I Q O � ♦I �N S89'2 pr 0
1 NC-4
( M "� -0M I F- N I S89'25'34"E 98.89' c� I �, \. 5\ CENSF sG�
O
00 '13 N O I to W W o I o \\ N �
,G
co7 in
f0i M S89'25'26"E 98.70' I N N I N (6 I O � I \ 0 � 7729 w
Q N
z I M o I I S89'25'34"E 98.96' `V \ po N 2 1 1 O
\ 9 P
g o � z � r
(n (6 BLOCK S 1 o I Lq Z I o I i- \ w.c. �F F OF
I V MI N S89'25'26"E 98.62' N O to w
6 BLOCK 4 cORY G.CPS
N I 1\
i I N tol to 11 1 ,o rail .d S89'25'34"E 99.04' N I Q 1 \
v 0 p f� I \
Iq I I N S89'25'26"E 98.56' 1 N W O W N 1 O to0C! N D] \\
Z 1 o co I n `O O N S89'25'34"E 99.10' N o l co
1 I 12 I � NIM N N IM N 1 \
N , o 0 3 3 3 BLOCK b o f \
S89'25 26 E 98.50 I N o I o � �n 1 O8 Lo
I Z Z N 8 . » N N N N 013
' I '� 13 I ,� I S 9 25 34 E 99.17 M I M o l:
�1 cD
1 I N 1 co o 1 0 V IN N
S89'25'26"E 98.42' I � O9 cNo M
SHEET 2 I N I S89.25'34"E 99.2,V N I I� SHEET 2
------ BOOK PAGE
SHEET 3 ' I N 14 i co I N o S89'16'41"E 72.03' 1 SHEET 3
I I S8925'26"E 98.35' I N 10 NT 31.34' T 40.69' I DAH O 9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 19-251 (208)846-8570
P:\ASCENT SUB (Christiansen 5 Acre Topo) 19-251\dw \Plat\Ascend Sub PLAT.dw 12/12/2020 12:39:42 PM SHEET 2 OF 5 GROUP, LLC
ASCENTSUBDI VISION
1 I I I S89'25'34"E 99.24'
1 I N 14 i N 1 0 o I S89'16'41"E 72.03'
S89'25'26"E 98.35' � I 1° cc 1 31.34' 40.69'
SHEET 2 I N I " N 1 SHEET 2
I I � 15 � I S892534 E 99.32 ( 1
1 w O I ,� I 11 ' SHEET 3
SHEET 3 N 1 _
I r N S89'25'26"E 98.28' N _ O } M
1 I 0 16 MI Q N I S89'25'34"E 99.38' N a^o rn Ip
tn
O I gl. F- 0 1 0 1 4 3 3 3 4 �I r j
1 r�i I Q N S89'25'26"E 98.22' N w o W to - 12 N O O 3
I io' 11o' of N N I S89'25340E 99.45' N 1o'11o' M �1"cc
1 I 14.56 17 -t 1 <C o 1 0 0 I N
1 N I N O M 7.56' (n fn I�h
I S89'25'26"E 95.56' Z Z C14 M
13 v N
v
. - 18.5' 1 1e.5' S89'16'41"E 91.27' .-,b _ _ _rn I S0 18 G,y� 0j OAS 14 0�� �'� C? 11.20'
f 40.88'
20.00' S89'16'41"E 50.18' 1n 1
N m S89'16'41"E 51.47' I S89'16'41"E 52.08'
_ - _ _ 126.55' _ _ _ _ _ _ 128.11' _ 91.96' 16.50'----
1--16.50' W. CHAIR LIFT ST. S89.16'41"E 366.61' - -
`� S89'16'41"E 248.15' W. SKI HILL ST. 16.50'
:3
37.01' 26.76' 26.73' 27.99' 56.00' ^� 31.79' 26.75' 26.75' 32.75' 32.73' 38.13' i
1 - . - . - . 6.0T `' �•
I BLOCK 1 12.20 rZ
w
BLOCK 1 I 5 20 80
1 W W W I I O W taJ 1 0 10 40 120
a a a �j d W a W a W 1
QO t0 co "OD N 0 O 01 (1J V, :_ t0 t0 :- O ff f
10) ( � M 0 Q 5 Q w 7� `�Wa 0 p 0 �9 ¢ 1° 11 12 13 sSCALE: 1 = 40 O O O O O O W W N N O) O O d O O O O O ��
1 Z z z N h I N C1 I z z z z z OI
1 N .
zao I za, z l z I LEGEND
1 I 1 REAL POINT
36.74' A, 26.76' A, 26.73' 1 31.81' JLI 1 OF BEGINNING O FOUND 5/8" IRON PIN AS NOTED
J 31.79' 26.75' 26.75' 32.75' 32.76' 38.37' � FOUND ALUMINUM CAP MONUMENT
PLS 11779 12.07' S89'16'41"E 122.04' S89'16'41"E 189.17' 12.16' •129.69_� 33.00' __�___ 203.96'
---_------_i-_ --�---�----�--�---�-- • SET 1/2 IRON PIN WITH CAP PLS 7729
N. ASCENT AVE. N89'15-34"W 366.65'
(PRIVATE) SET 5/8" IRON PIN WITH CAP PLS 7729
W. FRANKLIN ROAD --------- SUBDIVISION BOUNDARY LINE
--- --- --- --- --- --- --- --- --- --- --- -Z"�--- --- LOT LINE
-- --- SECTION LINE
RIGHT-OF-WAY LINE
- CENTERLINE
- - - - - - - - SIDEWALK EASEMENT LINE
LINE TABLE CURVE TABLE CURVE TABLE - - - - - - - - - - PURDAM DRAIN EASEMENT LINE
LINE LENGTH BEARING CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA
0LOT N0.
L1 37.72 S89'15'34"E
C1 30.00 47.05 42.37 S44'21'08"E 89'51'07" C18 30.00 20.65 20.25 N20'17'46"E 39'26'40"
L2 18.27 N38'15'37"W C2 30.00 21.85 21.37 S68'2446"E 41'43'51" C19 18.00 28.27 25.46 S44'15'34"E 90*00,000 W.C. WITNESS CORNER
L3 1 17.73 j N41'10'00"E
C3 30.00 25.20 24.46 S23'29'12"E 48'07'16- C20 50.00 78.54 70.71 N44'15'34"W 90'00'00"
C4 30.00 35.19 33.21 S3410'53"W 67*12'53" C21 66.54 104.52 94.10 N44'15'3eW 90*00*00"
C5 30.00 14.78 14.63 S14'41'30"W 28*14'08- C22 33.50 52.62 47.38 N44'15'34"W 90'00'00"
C6 30.00 20.41 20.02 S48'17'57"W 38'58'45" C23 33.50 1 16.00 15.85 N1256'36"W 27*22*04" PL LA
��G Q GAG
C7 30.00 47.04 1 42.36 N44'20 34w W 89'50i 00w C24 33.50 36.62 34.82 N57'56 36w W 62'37f 56w
C8 30.00 20.49 20.09 N18-59.28"W 39'07'47" C25 28.00 44.06 39.65 S45'39'30"W 90*09*52" 7729
C9 30.00 26.55 25.69 N63'54'28"W 50*42'13" C26 28.00 34.15 1 32.07 S55'47'58"W 69'52'56" u'>�� l fl
C10 18.00 28.27 25.46 S45'44'26"W 90'00'00" C27 28.00 9.91 9.86 S10'43'02"W 20*16'57" �'SF F OF
C11 18.00 21.08 19.90 S57'11'00"W 67'06'53" C28 30.00 47.05 42.37 S44'21'04"E 89*51'15" CRY
C12 18.00 7.19 7.14 S12*11'00"W 22'53'07" C29 30.00 12.54 12.45 S11'24'01"E 23'57'09"
C13 18.00 28.28 25.46 S44'16'08"E 90'01'07" C30 30.00 34.51 32.64 S56'19'38"E 65'54'05"
C14 18.00 7.20 7.15 S10'42'41"E 22*54'14" C31 18.00 28.27 25.45 N45'43'52"E 89'58'53"
C15 18.00 21.08 19.90 S55'43'15"E 67'06'53" C32 30.00 25.23 24.50 N24'40'16"E 48*11'240#
C16 30.00 47.20 42.48 N45'38'52"E 90-08-53- C33 28.00 1 24.45 23.68 N24'26'30"W 50'02'08"
C17 30.00 26.55 25.69 N65'22'13"E 50'42'13"
BOOK PAGE
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 19-251 (208)846-8570
P:\ASCENT SUB (Christiansen 5 Acre Topo) 19-251\dw \Plat\Ascend Sub PLAT.dw 12/12/2020 12:39:59 PM SHEET 3 OF 11 GROUP, LLC
ASCENTSUBDI VISION
CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR
Know all men by these presents: That T&M Holdings LLC., is the owner of record of the property described as follows: I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as
A parcel of land located in the Southeast 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West, described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and
Boise Meridian, Ada County, Idaho being more particularly described as follows: accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys.
Commencing at the S1/4 corner of said Section 10 from which the SW corner of said Section 10 bears North 8901534" Np
West, 2640.54 feet;
AGE
thence along the South boundary line of said Section 10 North 890 15 34 West, 376.47f eet; 7729
Gregory G. Carter �, P.L.S. No. 7729
J
thence leaving said South boundary line North 00034'24" East, 33.88 feet to a point on the North right-of-way line of W. 9 [Z�IZIZ01 "Zo
Franklin Rd., point also being the REAL POINT OF BEGINNING; �'AF rF OF \ _11
GORY G.G P�
thence along said North right-of-way line North 89015'34" West, 366.65 feet;
thence leaving said North right-of-way line North 00034'26" East, 809.37 feet to a point on the approximate centerline of
Purdam Stub Drain;
thence along said approximate centerline South 39°15'34" East, 572.39 feet;
thence leaving said approximate centerline South 00°34'26" West, 370.89 feet to the REAL POINT OF BEGINNING.
Containing 4.97 acres, more or less. ACKNOWLEDGMENT
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the State of Idaho )
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 ) s.s.
said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no County of Ada )
permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service
from an existing City of Meridian main line located adjacent to the subject subdivision, and City of Meridian has agreed in writing to On this day of 20 , before me, the undersigned, a Notary Public in and for said State, personally
serve all the lots in this subdivision. appeared Dave W. Turner, known or identified to me to be the Manager of T & M Holdings LLC., an Idaho Limited Liability Company,
the Limited Liability Company that executed the instrument or the person who executed the instrument on behalf of said Limited
Liability Company and acknowledged to me that such Limited Liability Company executed the same.
T&M Holdings LLC
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
Dave W. Turner, Manager My commission expires Notary Public for Idaho
Residing in Idaho
BOOK PAGE
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO83704
JOB NO. 19-251 (208)846-8570
P:\ASCENT SUB (Christiansen 5 Acre Topo) 19-251\dwg\P1ot\Ascend Sub PLAT.dw 12/12 2020 12:40:27 PM SHEET 4 OF 5111 GROUP, LLC
ASCENTSUBDI VISION
HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have
Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys.
of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the
sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer
extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water
extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those
facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with
Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or County Surveyor
shelter requiring drinking water or sewer/septic facilities shall be allowed.
District Health Department, REHS Date
CERTIFICATE OF 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.
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on
the day of 20
Date County Treasurer
President ACHD
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
APPROVAL OF CITY ENGINEER County of Ada ) S.S.
I hereby certify that this instrument was filed for record at the request of at
1, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book
of plats at Pages
Instrument No.
City Engineer Date
Deputy Ex-Officio Recorder
Fee:
APPROVAL OF CITY COUNCIL
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a
regular meeting of the City Council held on the day of 20 , this plat was
duly accepted and approved.
City Clerk, Meridian, Idaho
1. LA
O
7 729
(P zlz�v�0
c��coF OF
RY G.C
BOOK PAGE
IDAHO
9955 W. EMERALD ST.
SURVEY BOISE, IDAHO 83704
JOB NO. 19-251 (208)846-8570
P:\ASCENT SUB (Christiansen 5 Acre Topo) 19-251\dw \Plat\Ascend Sub PLAT.dw 12/12 2020 12:40:47 PM SHEET 5 OF 5 GROUP, LLC