HomeMy WebLinkAboutFINAL PLAT (2) 1/4 S.32 E. Lake Hazel Rd. Plat Showing Book Page
$.5 PLS F No.
2023-045846 - --- Re cJellle Ridge ASubdl vision No. 1
CP& No.
mac o0
PLS L3 Vex No Sub. \\ ago ;^�� Located in the South 1 /2 of the Northeast 1 /4 and the Legend
12459 t� ��y North 1 /2 of the Southeast 1 /4 of Section 5, A'\ \\ ^y�r ?j°� Q Found 5/8" Iron Pin, as Noted
Township 2 North, Range 1 East, Boise Meridian,
City of Meridian, Ada County, Idaho. p Found Brass Cap Monument, as Noted
�� \ \ 2025 Found Aluminum Cap Monument, as Noted
\\ \\ J L Set 1/2" x 24" Iron Pin with
0 \ Plastic Cap, 'ISG PLS 11779'
n \ \
\ \ Set 5/8" x 24" Iron Pin with
\ \ Plastic Cap, "ISG PLS 11779"
d 20' \ \
fy Landscape \ \ Calculated Point, Nothing Found of Set
>; ej Buffer \ \
Lot Number
\ \
O iV \ \ Subdivision Boundary Line
' M \ \
Cc y Section Line
O ^ \ \ 20 120 360 Lot Line
03 W 3 \\ \\ 0 60 240 Zero Setback Lot Line
W 00 N \\ \\ Scale: 1» _ 1rZo' Right—of—Way Line
00 \ \
0 — — — — Centerline
p 00 \\ \\ Adjacent Subdivision
00 \\ \\ •• Boundary Line
Z Unplatted \ \ Tie Line
\ \ r--- ---- -- ---- -----------------1 — — — — — — 20.0' Landscape Buffer
\ \ rC4 S� Easement Line (Note 2)
\\\ \\\ /73 . QE 470p .—. ._..._ PACHD athwayeEasementnNoted7s& 12( )
20' 'n I� \ \ L9 i Easement Line, As Noted
Landscape I , \\ \\ �(
Buffer I� 5918 •� \ ky �S?<XX ACHD Easement (Note 11)
N6
i O S �$, I ———————
Match Line
a 100.00' Easement Dimensions
N I * 29 2726 \\\ i
133.33 cm Iron 0 L- - - - - - - - - - - - -- -- - - -- - -- -- -- -- -f
S89'5842"E 4 '�' 'ry 25 \ » »
C1 S89'58'42"E 245.01' Nti�ry 30 2 \ Detail A
3 lock 6 C2 ��ti 31 2423 \\ Scale: 1"=20'
C 1/4 32 2 Bi0 S \ PLS 4106 1/4
PLS 13550 1 E. Via Roberto Dr. 33 21 6• x)), \\ CP&F 37. S.5 t
S.4
CP&F No.
2023-045845 Block 8 _ — — to 4— 1 1918 � \\\ a _n/cv
6
aapo. a 3 0 2 0 2 3 CoO� 171 fi R� \\ Q Q) (11)
p 4 5 6 7 8 9 10 W 3 4 5 6 7 8 9 10 1 4 5 boy 15 \\ CO /�r See Detail 'A" /
of �o� 14
W oy BI ck 9 6 13 \ / Unplatted C4 /
\ 7 \ — —— — Derry Sub.
0 Q 11 E. Hadler St. \.\ 8 9 12 \�\ S
0 N 3 \ b 11 \ oa L- - - - �3$Y$6. 1 K
Z o BIO k \. .10 w Block 6 \\ N-p�y 10 1W F PLS 3260 1 5
2 1 j 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0�\ C3 9 m • Block 4 I w°
0
1 vj
Gi ti PLS 13446 \ \ L5 qo 2 f. T Ps St S74-084$»
20 S89'48'34"W 841.23' I N89018'26"W 500.00' / \\ 1 3 4 Block C 7?6•
I`Landscape / \ \ 5 3 11 o Buffer I �. I.I
Unplatted LO I'd- /n 1 \ \\ 6 7 3 I Ki rn
1 i (�/r Block 5 \\ N732g,264 \ \ b g 9 i N c
/ \ W Sg 00 f, yo R q Block 2 3m
WI co Itn Unplatted \\\ \�\ / obert0 Dr / ? 1 2 0 4 5 o
LOI \\ f \ / PLS 7718 \ y — - - I 3 I Nq
N I Line Table Line Table \Y// \ -4 r I 0 m
3 O 10
'rn� Una Bearing Length Line Bearing Length ��Oo°� \\ r/ \ N74 p r
o I L1 N74.08'26"W 36.35' L6 N01.01'18"W 147.00' Surveyor's Narrative: Fga~cpc;0b \\ /� \\\ Un Zatted 8'26"1y �s3•s$. — — a N
o A p
01 L2 N00'01'18"E 1854.46' L7 S74'O8'45"E 25.17' The purpose of this survey is to subdivide the property as conveyed b a 3�\\i� 1
P rP Y P P Y Ye Y ry \ Block 1 2 1
L3 S78'30'03'E 64.29' LS N60'S9'39"E 19.69' Warranty deed recorded as Instrument No. 2024022784, records of Ada County, <Ci /a 1" \ \
Idaho .The property is a portion of Record of Survey recorded as Record of 1 r K \ \
L4 S41 10'46'E 13.45' L9 S16'08'04"W 4.21' Survey No. 3614, records of Ada County, Idaho. The property is a portion ofJ
Unplatted lands. The property is adjacent to Derry Subdivision as filed in Book \ \ Point of
39.26' L10 S29'00'21'E 11,53' 108 of Plats at Pages 15160-15161, and Vertex Subdivision No. 2 as filed in \ \ Beginning
Book 128 of Plats at Pages 20855-20860 , records of Ada County, Idaho. The
existing section comer, Record of Survey and plot monuments were recovered in Lei 1
1/4 S.5 E_._Columbia Rd the field and are in substantial agreement and were held as controlling corners m
• - of this survey. k1 LA
S,8 pC1 NO —'_ PLS 4999
Curve Table The record bearin of S00'12'47"W as shown on said Warrant deed recorded as Co\ �GENg `S '. CP&F8-0 51 S•5 $.4
No Markings 9 y G 2018-055o.
CP&F No. q,nq Length Radius Delta Chord Bearing Chord Length Instrument No. 2024022784 between the Section comer common to Sections 4, 5, a ` ——— •
201 8-0551 71 g g g 8, and 9, T.2N., RAE., B.M., and the 1/4 comer common to said Sections 4 and 5 11779 o E. Columbia Rd S.8 S.9
was used as the Basis of Bearings for this survey. / A See Sheet 6 for Notes.
C1 55.35' 57.00' 55*38'13" S88'29'45"E 53.20' N�llfyZyZs
C2 159.21' 345.00' 26.26'25" S76'45'30'E 157.80' ?%
Reference Documents: ��p F OF \ Pp�
C3 239.61' 645.00' 21*17'Oe S75'56'01'E 238.23' Deed Inst. No.: 2024022784. YM MCGPM� Valley Engineering, Inc.
C4 36.38' 123.50' 16'52'33' S82.35'02"E 36.24' ROS Inst. No.s. 0315, 1285, 1843, 3614, 6861, 6897, 8973, 9024, 11490. 14085.
Subdivisions: Derry Subdivision, Vertex Subdivision No. 2. CODI M. O SURVEY
G PLS 11779
I9939 SURVEY GROUP CIVIL ENGINEERING PLANNING CADD
9939 W. EMERALD ST. Job NO. 22-228 I
BOISE, IDAHO 83704 Sheet Oi 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\1dwg\Plot\Reveille Ridge Sub No.l.dwg 11/4/2025 2:19:02 PM EAGLE, ID 83616 www.baileyengineers.conn
Book Page
M' Re veille Ridge SubdiVision No. 1
v/
A/ JV
/ I
/ PLS 3260
/
/
S740845"f
/ / r-- 60.0p, \, 489.E , 4
�---- 60�- 45"f 481 - S\� +f 58
1 / / 94' f\ 8.51,
17 6 "'pi St\ - Derry Sub.
574-08 s 20 so
�2g1 � 0 10 ao 120
5.0 k26.�• 1
�� 80 \ -\ N 2350' Scale: 1 = 4.0'
O
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- v -_J / p / / / / o 4C / 0'0 I 1 4.15'
N N735156.W // v N / i i 5.0' - Block 2 iv 35'
lea — I O K1
/ -\ 480 28, Op• -/ Jif
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\ f -_� 23.5'N Z ro N 13.0'
y0 8 �... i�l 23.5' \ 1 4 o J
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\ -\ �r Z ------ L---L------------j 7 �.� N
..._...—...L..._...—...— ..—...—. ._......._..._..._... —...—.I� 20.00' 23.17' N
43.67' 79.26' 91.36' L�3 L12 �n
N89'47'13"W 214.29' n
1
O I
D.d - C6 N M I
�o -4 C7 _ — _ — - — - — - — N8947'13"W 323.40' 3 I
N�4 �- - o - - - - - - - - - - - - - - -
10 o L
Unpl¢tted 26.w 76365" C9 w S89'47'130E 214.29' N
36.0' .......
06 p N I
L75
o .
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13.0' 35'
47;77,
4.15' �l I
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25 �
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25
\pNpl LANpS
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filk < See Sheet 1 for Legend.
1a 1 y/779
// / See Sheet 6 for Notes and
m9 SQ'r Line do Curve Tables.
0 rFOF \6 �?
YM MCCN ailey Engineering, Inc.
CODY M. McCAMMON, PLS 11779
I SURVEY GROUP 9939 CIVIL ENGINEERING � PLANNING I CADD
9939 W. EMERALD ST. Job NO. Z2—ZZ8
BOISE, IDAHO 83704 Sheet 2 Of 8 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\dwg\Plat`,1Reveille Ridge Sub No.l.dwg 11/4/2025 2:06:35 PM EAGLE, ID 83616 w .baileyengineers.com
Book Page
Re velle Ridge Subdivision No. I
A'
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W
5 20 80
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/ 0 10 40 120
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11779 See Sheet 1 for Legend.
crTt%/zpZ5 �o See Sheet 6 for Notes and
nO '9rF �0- Line & Curve Tables.
py OF �O
M. McCPM ailey Engineering, Inc.
CODY M. McCAMMON, PLS 11779
IDAHO SURVEY GROUP Job No. 22-228 CIVIL ENGINEERING I PLANNING I CADD
9939 W. EMERALD ST. S{122t 3 of 8 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\dwg\P1ot\Reveille Ridge Sub No.l.dwg 11/4/2025 2:06.51 PM BOISE, IDAHO 83704 EAGLE, ID 83616 w .baileyengineers.com
Book Page
Re vellle Ridge Subdl vision No. I
Unplatted
27 �� \
29 ' ry 26 ^�
`ni ��1 bo°/ °o• ai, s 28 `� .4 scb, \\
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. 33 !� /' AO C38 \ �' .` p'Y'• 21 ^o° ,` `?ch. \ Unplatted
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c G� N8998'26•W 261.19' /
N 15
cgs /
/
CVS89'18'26'E 261.18'
10 N E. Via Roberto Dr.
- _ S89'18'260E 261.18' N /
N /
156.35' 177.89' �"�... `14
32211 N /
S89048'34'W 841.23' 107.04' N8918'260W 500.00' ' /
PLS 13446 /
nl Unplatted S73'29'26'E /
�,I ��pL LAND 20.11' %
Q) `�� �CENSF `9 �
V) �p�1 ��
117779 qj
� /6F
��I o N9I ���'P See Sheet 1 for Legend.
0 lF OF �� p� 9
y� Mcck See Sheet 6 for Notes and
CODY M. McCAMMON, PLS 11779
Line do Curve Tables. JOailey Engineering, Inc.
IDAHO SURVEY GROUP
EMERALD ST.BOO CIVIL ENGINEERING PLANNING CADD
BOISE,E, IDAHO 83704 Job No. 22-228
Sheet 4 of 8 1119 E. STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\dwg\Plat'--,1Reveille Ridge Sub Na.l.dwg 11/4/2025 2:07:07 PM EAGLE, ID 83616 w .belleyengineersmm
Vertex Sub. No. 2 Match Line Reveille Ridge SubdIVISI J Book Pageo17 No. 1
-----------------
PLS L3
12459 0 • 82.25' d r
0
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0
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0 3 to $ 3
'2 �, � s 20 Bo
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O a w 34
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Block 10 � 5 13.0'
o
0
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4 Unplatted
\. 43' S89'58'42"E 133.33'
0) �. -...-...-...-...-...-...-...-...-. C1 S89058'42'E 245.01'
I
I N89'58'42"W 93.40' Block 6
I b N8325'OS`W 1p0.66' N89'58'42'W 246.98'
(n
LO
�.
I
M N E. Via Roberto Dr. \
C 1/4 - - -
- - - - - - - - - - - -S8958'42'E 348.00' - - S89'58'42"E 155.39' - -- - - - -- - �- � - v
PLS 13550 N 0 c37
CP&F No.
O_.. 48 0 )ro 1
N 2023-045845 n 6' _ "S1819*58'42"E
_ 3..0-_._0O.'
W .6 '4 'WSg324 895
N8958'42"W 93.40' - ...
lo
43 •o
IS89'48'34W 108. OD
23.5' 23.5'
a I d N893 'E 22._
.77-�.65r'
3 .00' 36.00' 36.00' S89'48'34W 129. ' 8'pp7 N80
43 - ----- 2.00' 26.00' 26.0 32.00' 31.98' 26. 0 26.00 32.00 ._.3.-_2_.0.._.V _...__2-6_.-0_0-'_ _-26.
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0.8, o f i 0 1 5.0' i Block 8 i n c l iv vi r- - 3.0' - 12.67"', �..
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ut 00 1 0 1 0 1 0 0 11 1 2 c o 0 o c 1 0 o r l
N I 25.0' 0 1 O 1 0 O $ $ ;+� w w O o 0 0 0 0 1 0 $ $ iq
N I I� N I 3 I 6 3 O0 00 O O O_ 00 0 uo N O O O O O O O p
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Qi 3 N 00 0 N N N N N Z Z N Z N N N N N N N N 1h 0
. r 1 z 1 z r I r r r r r r r 1 r r r 1 A .ry
$ m o 1 1 1 O I o 0 o r O 0 0 0 01 O O o r k y
rA 10 Qj N Z 1 1 1 1 O I 0 O O 0 1 O O 0 O 0 1 O O O 1 0
c0 o I z I z z z z z z z z z 1 z z to z �kry
Q r ------J I 0 23.5' 23.5' 0 0 5.0'-1
M M c 05.0'- 1 i '� C73 I 0 1 o i o
M G ? 4.95' 1 - I 1 3.0' 1 L9
13.0' n d d w vm i i Goa C)? 427' I 1-- ---- ------- ------ - --- 5.94',�
iV > N i ` 28.00' - - 26.00" 26.00' --32 00' !F� L 32.39' 26.00' 26.00' 32.00, J L 32.00' 26.00' 26.00' C57 Gy6 l
so Q 3 o ro i 1 �49 S89'48'34'W 112a00' I S89'48'34'W 206.33' N \
N c N I L52 70 G55 .
m W V4"O�'
O Z N E. Hadler St.
d e at 0.,I% U .QS /� - _ - _ - _ _ _ - _ - _ - _ - _ - - _ - - - _ _ _ _ �_ _ 'N !
a0 N P �'L53 10.0 �' Gj' S89'48'34'W 120.08' S89'48'34'W 244.92' �g G62 ,-fir
o: I
C Ul $ r_L54 4s Ci°� N N8948'34"E 365.00'
Z i 1� C70 24.50' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 16.50' 060 G6 ` 1
IXn ztx xx xx xx xx xxx ____ r 1 �"�_____� r____-.
a r 1 1 1 1 I 1
L55 c'i/ V� i 5.0' 1 I I B� 7 I I j -i 5.0'
Ty 0 I I I I I J I I I I
500 I
10
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p p I p p p p O I
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z$ $ i 3 1 54 N $ 1 z i $z i z i z I z I rn z 1 I z I z I z r 1 o I
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43.00' 20.60' 36.00' 55.88' 23.50' 23.50' 15.( 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00'
13.0'
S89'48'34"W 841.23'
\D p,L LANs Unplatted
$
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3
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43' o m n0 "9TE of �pQ' See Sheet 1 for Legend.
0 0
N YM McCK See Sheet 6 for Notes and tWalley Engineering, Inc.
Line do Curve Tables.
----------------- CODY M. McCAMMON, PLS 11779
Match Llne IDAHO SURVEY GROUP Job No. 22-228 CIVIL ENGINEERING PLANNING CADD
9939 W. EMERALD ST. 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\dwg\Plat\Reveille Ridge Sub No.i.dwg 11/4/2025 2.07:27 PM BOISE, IDAHO 83704 Sheet 5 of 8 EAGLE, ID 83616 www.baileyengineers.00m
Book Page
Re velle Ridge Subdl vision No. I
Curve Table Curve Table Line Table Line Table Notes.
Curve Length Radius Delta Chord Bearing Chord Length Curve Length Radius Delta Chord Bearing Chard Length Line Bearing Length Line Bearing Length 1. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, No
agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private
Ct 55.35' 57.00' 55'38'13" S8829'45"E 53.20' C41 27.30' 123.50' 12'39'49` N41'27'36"W 27.24' L1 N74'08'26"W 36.35' L32 S29'00'21'E 24.63' 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
C2 159.21' 345.00' 26'26'25" S76'45'30"E 157.80' C42 5.13' 123.50' 2'22'44" 1133'56'20"W 5.13' L2 N00'01'18"E 1854.46' L33 S74'08'45"E 7.86' 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,
C3 239.61' 645.00' 21'17*04* S75'56'01'E 238.23' C43 291.95' 57.00' 293'27'38" N69'09'58"E 62.54' L3 S78'30'03"E 54.29' L34 S47'47'31'E 29.86' agricultural facility or expansion thereof."
C4 36.38' 123.50' 16'52'33" S82'35'02"E 36.24' C44 18.11' 57.00' 18*12'32* N6827'35"W 18.04' L4 S41*10'46"E 13.45' L35 NO2'47'31"W 18.38' 2. Unless otherwise shown and dimensioned, a ten (10.0) foot wide permanent public utility and
property drainage easement is hereby reserved on all lots adjacent to a public right-of-way. This
C5 107.87' 300.00' 20'36'03" S79'29'11"E 107.29' C45 32.55' 57.00' 32'43'25" N42'59'36"W 32.11' L5 N88'58'42"E 39.26' L36 S87'12'29"W 25.38' easement shall not preclude the construction of hard-surfaced driveways and walkways to each lot.
A five (5.0) foot wide pressure irrigation and property drainage easement is hereby reserved on each
C6 46.53' 300.00' 8'53'11" S73'37'46"E 46.48' C46 27.63' 57.00' 27'46'10" N12'44'48"W 27.36' L6 N01'01'18"W 147.00' L37 NO3'52'34"W 25.15' side of interior lot lines. A ten (10.0) foot wide permanent public utilities, property drainage, and
C7 61.34' 300.00' 11'42'52" N83'55'47"W 61.23' C47 25.63' 57.00' 25'45'46" N14'01'10"E 25.41' L7 S74'08'45"E 25.17' L38 N76'32'07"E 22.60' pressure irrigation easement is hereby reserved on all lots adjacent to the rear lot lines or a
subdivision boundary.
CS 10.70' 275.00' 213'46' S88'40'20"E 10.70' C48 60.36' 57.00' 60'40'20" N57'14'13"E 57.58' L8 N60'59'390E 19.69' L39 N07'43'36"W 18.09' 3. Any resubdivision of this plat shall comply with the applicable zoning regulations of the City of
C9 44.92' 325.00' 7'55'08" S85'49'39"E 44.88' C49 107.70' 57.00' 108'15'37" S3817'49"E 92.38' 1-9 S16'08'04"W 4.21' L40 S55'15'59"E 10.23' Meridian in effect at the time of resubdivision.
C10 9.73' 100.00' 5'34'37" N13'20'45"E 9.73' C50 19.96' 57.00' 20'03'48" S25'51'53"W 19.86, L10 S29'00'21"E 11.53' L41 S06'06'10"E 5.34' 4. Minimum building setbacks shall be in accordance with the City of Meridian zoning ordinance at the
time of issuance of individual building permits. All lot, parcel and tract sizes shall meet the
C11 12.02' 123.50' 5'34'37" S13'20'45"W 12.02' C51 79.17' 255.00' 17'47'20" S56'41'10"E 78.85' 1-11 N45'12'47"E 32.28' L42 N87'10'39"E 5.10' minimum standards as required in the City of Meridian zoning ordinance.
C12 7.45' 76.50' 5'34'37" N13'20'45"E 7.44' C52 19.92' 255.00' 4*28*37" S50'01'49"E 19.92' L12 N8947'13"W 43.17' L43 N66'32'57"W 24.92' 5. The lands included in this plat are located in New York Irrigation District service area (Phone
C13 143.88' 600.00' 13'44'24" S70'18'15"E 143.54' C53 26.23' 255.00' 5'53'38" S5512'57"E 26.22' L13 S73'09'23"W 40.91' L44 N39'48'16"W 20.00' Number. 208-378-1023). Irrigation water will be provided to all lots by a pressure irrigation delivery
system which has been approved pursuant to Section 31-3805(4) Idaho Code. The purchaser of the
C14 70.71' 600.00' 6'45'07" S66'48'36"E 70.67' C54 33.01' 255.00' 7'25'05" S61'52'18'E 32.99' L14 S44'47'1YE 32.28' L45 N22'56'32"W 20.00' lot shall remain subject to all assessments levied by the New York Irrigation District. All unpaid
irrigation entity assessments are a lien on the land
C15 73.18' 600.00' 6'5916" S73'40'48"E 73.13' C55 83.08' 100.00' 47'36'05" N66'00'32"E 80.71' L15 S89'47'13"E 43.17' L46 N07'59'58"W 20,00' 6. Maintenance of any irrigation or irrigation drainage pipe or ditch crossing a lot is the responsibility
C16 52.60' 625.00' 4*49'19" S65'50'42"E 52.58' C56 63.56' 76.50' 47'36'05" N66'00'32"E 61.74' L16 N72'43'49"W 40.91 L47 N45'06'55"W 21.16' of the lot owner unless such responsibility is assumed by an irrigation/drainage district or
homeowner's association.
C17 11.21' 575.00' 1'07'00" S63'59'33"E 11.21' C57 26.59' 76.50' 19'55'01" N79'51'04"E 26.46' L17 N37'11'11"W 30.39' L48 N38'07'02"E 21.07'
7. ACHD Permanent Easement - Instrument No. 2025-
C18 24.74' 300.00' 4'43'29' N18'29'49"E 24.73' C58 36.96' 76.50' 27'41'04" N56'03'01"E 36.61' Li8 N58'20'45"EL5.O
L49 S69'45'25"E 9.21'
8. ACHD Temporary License Agreement - Instrument No. 2025-
C19 21.69' 263.00' 443'29" N18'29'49"E 21.68' C59 102.60' 123.50' 47'36'05" N66'00'32"E 99.68' L19 N10'33'27"E L50 S65'46'23"E 31.81'
9. Lots 1 and 2, Block 1; Lots 3, 4 and 5, Block 2; Lot 1, Block 3; Lot 1, Block 4; Lot 1, Block 5;
C20 27.79' 337.00' 4'43'29" N18'29'49"E 27.78' C60 16.83' 123.50' 7*48*32" N85'54'18"E 16.82' L20 N10'33'27"E L51 N40'16'02"W 16.74' Lots 1, 10, 11, 20, 28, 29 and 34, Block 6; Lots 1 and 16, Block 7; Lots 3 and 12, Block 8; Lots 1
and 2, Block 9; and Lot 1, Block 10 are common lots to be owned and maintained by the Reveille
C21 29.45' 100.00' 16'52'33" N82'35'02"W 29.35' C61 32.21' 123.50' 14'56'35" N74'31'45"E 32.12' L21 N16'08'04"E L52 S53'05'43"E 5,47' Ridge Subdivision Homeowners Association. All common lots are subject to a blanket public utility
C22 22.53' 76.50' 16'52'33" N82'35'02"W 22.45' C62 36.35' 123.50' 16'51'44" N58'37'36"E 36.21' L22 N29'00'21"W L53 S74'18'17"E 29.97' and pressure irrigation easement.
C23 270.94' 600.00' 25'52'23" N76'22'14'W 268.65' C63 17.22' 123.50' 7*59'15" N46'12'07"E 17.20' L23 N16'08'04"E 24.00' L54 N89'59'01'W 33.46' 10. A blanket ingress/egress easement is hereby reserved co-situated with Lot 3, Block 2 and Lot 28,
Block 6 for the benefit of Lots 1 and 2, Block 2 and Lots 25, 26, and 27, Block 6. The common
C24 282.23' 625.00' 25'52'23" N76'22'14"W 279.84' C64 21.28' 255.00' 4'46'51" N65'31'41"W 21.27' L24 S60'59'39"W 14.18' L55 N58'21'48"E 6.98' driveway shall be paved with a surface with the capability of supporting fire vehicles and equipment.
The easement shall be maintained the the Reveille Ridge Subdivision Homeowners Association.
C25 236.16' 575.00' 23'31'55" N7512'00"W 234.50' C65 78.54' 50.00' 90'00'00" S44'48'34"W 70.71' L25 N26'30'11"W 28.22' L56 N45'01'18"E 28.28'
11. A portion of Lot 1, Block 1; Lots 3, 4, 5, 6, 7, 8, 9, 10, 11 and 34, Block 6; Lots 2, 3, 4, 5, 6, 7,
C26 30.75' 645.00' 2'43'53" N87'56'30"W 30.75' C66 57.23' 50.00' 65'34'57" S57'01'05"W 54.16' L26 N67'39'22"E 27.38' L57 S44'58'42"E 28.28' 8, 9, 10 and 15, Block 7; Lots 3 and 4, Block 8; Lot 1, Block 9; and Lot 1, Block 10 are servient
to and contains the ACHD storm water drainage system. This lot is encumbered by that first
C27 217.37' 300.00' 41'30'55" S68'32'58"E 212.65' C67 21.31' 50.00' 2425'03" S12'01'05'W 21.15' L27 N16'08'04"E 24.53' L58 S44'58'42"E 28.28' amended Master Perpetual Storm Water Drainage easement recorded on November 10, 2015, as
Instrument No. 2015-103256, records of Ada County, Idaho and incorporated herein by this reference
C28 199.26' 275.00' 41'30'55" S68'32'58"E 194.93' C68 41.63' 26.50' 90'00'00" S44'48'34"W 37.48' L28 N16'08'04"E 17.14' L59 N45'01'09"E 28.28' as if set forth in full (the "Master Easement"). The master easement and the storm water drainage
C29 178.41' 325.00' 31'27'08" S63'31'04"E 176.17' C69 29.73' 26.50' 64'16'51" S31'56'59"W 28.20' L29 N49'09'17"E 23.86' L60 N45'01'18"E 28.28' 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.
C30 220.89' 300.00' 4211'11" N68'53'06"W 215.93' C70 11.90' 26.50' 25'43'09" S76'56'59"W 11.80' L30 S29'00'21"E 15.20' L61 N44'58'42"W 28.28' 12. City of Meridian Pedestrian Pathway Easement - See Inst. No. 2025-
C31 232.91' 325.00' 41'03'42" N69'26'S1"W 227.96' C71 210.22' 57.00' 21118'28" 525'20'34"W 109.77' L31 N16'08'04"E 37.27' L62 S00'01'18"W 36.78' 13. This subdivision shall be subject to the Covenants, Conditions and Restriction for the Reveille Ridge
C32 190.72' 275.00' 39'44'13" N70'06'35"W 186,92' C72 18,20' 57.00' 18*17'527 N58'09'08"W 18.13' Subdivision, and as amended from time to time.
C33 78.54' 50.00' 90'00'00" N87'12'29"E 70.71' C73 36.74' 57.00' 36'55'51" N85'45'59"W 36.11' 14. Direct lot/parcel access to S. Eagle Rd. and S. Recreation Ave. is prohibited.
C34 115.45' 73.50' 90'00'00" S87'12'29"W 103.94' C74 38.66' 57.00' 3B'51'48" S56'20'11"W 37.93'
C35 32.11' 73.50' 25'02'01" S54'43'30"W 31.86' C75 36.70' 57.00' 36'53'18* S18'27'38"W 36.07'
C36 20.85' 73.50' 16'15'21" S75'22'11"W 20.78' C76 31.49' 57.00' 31*39'12" S15'48'37"E 31.09'
C37 62.49' 73.50' 48'42'38" N72'08'50"W 60.62' C77 48,42' 57.00' 48'40'27" S55'58'26"E 46.98'
C38 41.63' 26.50' 90'00'00" S87'12'29"W 37.48' C78 125.24' 325,00' 22'04'44" N11'01'04"W 124.47'
C39 72.76' 100.00' 41'41'20" S26'56'50"E 71.17' C79 61.70' 275.00' 12*51'18" S15'37'47"E 61.57'
C40 32.42' 123.50' 15-02'33" N40-16'14"W 32.33' C80 6.92' 43.00' 913'27- SO4'35'25"E 6.92'
Easement Curve Table
Curve Length Radius Delta Chard Bearing Chord Length � ENSFo rGPG L_
C1 12.25' 625.00' 001'07'23" N88°44'44"W 12.25' 1*1 L
11779
o0p9pF OF
y4� MCCPN e.Walley Engineering, Inc.
CODY M. McCAMMON, PLS 11779
I SURVEY GROUP 9939 CIVIL ENGINEERING PLANNING CADD
9939 W. EMERALD ST. Jab NO. 22-2Z8
BOISE, IDAHO 83704 Sheet 6 Of 8 11'9 E. STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd) 22-228\dwg\Plat\Reveil1e Ridge Sub No.i.dwg 11/4/2025 2:07:50 PM I EAGLE, ID 83616 wW baileyengineers.com
Reveille Ridge Subdivision No. 1 Book Page
Certificate Of Owners
Acknowledgment
Know all men by these presents: that Challenger Development, Inc., an Idaho Corporation is the Owner of the Property State of Idaho
described as follows:
S.S.
County of Ada
A parcel of land located in the South 1/2 of the Northeast 1/4, and the North 1/2 of the Southeast 1/4 of This record was acknowledged before me on this day of 20 by Corey D. Barton
Section 5, Township 2 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly as President of Challenger Development Inc.
described as follows:
Commencing at the 1/4 corner common to Sections 4 and 5, T.2N., R.1E., B.M., from which the Section corner
common to Sections 4, 5, 8 and 9, T.2.N., R.1.E, B.M., bears South 00'12'47" West, 2653.27; thence on the east
boundary line of said Section 5, South 00'12'47" West, 708.15 feet; thence leaving said east boundary line, North
74'08'26" West, 36.35 feet to the POINT OF BEGINNING; Notary Public, State Of Idaho My Commission Expires
thence continuing North 74'08'26" West, 763.65 feet;
thence North 73'29'26" West, 560.00 feet;
thence North 89'18'26" West, 500.00 feet;
thence South 89'48'34" West, 841.23 feet to the north-south centerline of said Section 5;
thence on said north-south centerline, North 00'00'59" East, 332.88 feet to the Center 1/4 corner of said
Section 5;
thence continuing on said north-south centerline, North 00'01'18" East, 820.62 feet to the south boundary line of
Vertex Subdivision No. 2 as filed in Book 128 of Plats at Pages 20855 through 20860, records of Ada County, Idaho;
thence leaving said north-south centerline on said south boundary line, South 78'30'03" East, 64.29 feet;
thence leaving said south boundary line, South 00'01'18" West, 751.32 feet;
thence South 89'58'42" East, 133.33 feet;
thence 55.35 feet on the arc of a non-tangent curve to the left having a radius of 57.00 feet, a central angle
of 55'38'13" and a long chord which bears South 88'29'45" East, 53.20 feet;
thence South 41'10'46" East, a distance of 13.45 feet;
thence South 89'58'42" East, 245.01 feet;
thence 159.21 feet on the arc of curve to the right having a radius of 345.00 feet, a central angle of 26'26'25"
and a long chord which bears South 76'45'30" East, 157.80 feet;
thence North 42'12'29" East, 127.55 feet;
thence North 68'45'17" East, 159.18 feet;
thence South 47'47'31" East, 644.54 feet;
thence 239.61 feet on the arc of a non-tangent curve to the right having a radius of 645.00 feet, a central
angle of 21'17'04" and a long chord which bears South 75'56'01" East, 238.23 feet;
thence North 88'58'42" East, 39.26 feet;
thence North 01'01'18" West, 147.00 feet;
thence 36.38 feet on the arc of a non-tangent curve to the right having a radius of 123.50 feet, a central
angle of 16'52'33" and a long chord which bears South 82'35'02" East, 36.24 feet; Certificate of Surveyor
thence South 74'08'45" East, 25.17 feet;
thence North 60'59'39" East, 19.69 feet; I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho,
thence South 73'51'56" East, 47.00 feet; and that this plat as described in the "Certificate of Owners" is drawn from an actual survey made on the
thence South 16'08'04" West, 4.21 feet; ground under my direct supervision and accurately represents the points platted thereon, and is in conformity
thence South 29'00'21" East, 11.53 feet; with the State of Idaho Code relating to plats and surveys.
thence South 73'51'56" East, 158.15 feet to the southwest corner of Derry Subdivision as filed in Book 108 of
Plats at Pages 15160 and 15161, records of Ada County, Idaho;
thence on the south boundary line of said Derry Subdivision, South 74'08'45" East, 726.11 feet to the west
right-of-way of S. Eagle Road;
thence on said west right-of-way line, South 00'12'47" West, 250.04 feet to the POINT OF BEGINNING. P� LAND
�r E NS� GG
O lh
Containing 18.320 acres, more or less. �
Cody M. McCammon 77/ 9 9 P.L.S. No. 11779
It is the intention of the undersigned to hereby include the above described property in this plat and to co 9TF oP
dedicate to the public, the public streets as shown on this plat. The easements indicated on said plat are not py OF
dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and M MRP�
for such other uses as designated hereon, no permanent structure other than for such utility purposes or such
other uses are to be erected within the limits of said easements. All lots in this plat will be eligible to receive
domestic water service from an existing City of Meridian main line and the City of Meridian has agreed in writing
to serve all the lots in this Subdivision.
Challenger Development, Inc., an Idaho Corporation
Corey D. Barton, President alley Engineering, Inc.
Job No. 22-228 CIVIL ENGINEERING I PLANNING I CADD
Sheet 7 of `i 1119 E. STATE ST_.SUITE 210 TEL 208-938-0013
P:\Reveille Ridge (7355 Eagle Rd') 22-228 dwg`plat\,Reveille Ridge Sub No.t.dwg 11/25/2024 8:18:04 PM EAGLE. ID 83616 www.baileyengineers.com
Book Page
Reveille Ridge Subdi viSlol7 No. I
Health Certificate Certificate Of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that
review by a Qualified Licensed Professional Engineer (QLPE) representing the City of Meridian Water I have checked this plat and that it complies with the State of Idaho Code relating to plats and
and Sewer districts, Idaho and the QLPE approval of the design plans and specifications and the surveys.
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 shelter requiring drinking water or sewer/septic
facilities shall be allowed. County Surveyor
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
Central District Health Date 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
County Treasurer Date
County Recorder's Certificate
State of Idaho
ss. Instrument No.
Commission President County of Ada
Approval of City Engineer I hereby certify that this instrument was filed at the request of Idaho Survey Group, LLC,
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve at minutes past o'clock _ M.,
this plat.
this day of 20_ in Book of Plats at
Pages through
Fee S
City Engineer Date
Deputy Ex—Officio Recorder
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�
O�kL LANp
\ ENS SGt
11779
C H/2S",7 4P T
,
T
City Clerk, Meridian, Idaho 0) F OF \O�O`�
'i? M cC P
CODY M. McCAMMON, PLS 11779 alley Engineering, Inc.
IDAHO SURVEY GROUP
9939 W. EMERALD ST. Job NO. ZZ-228 CIVIL ENGINEERING ! PLANNING I CADD
BOISE, IDAHO 83704 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013
P:\Reveille Ride 7355 Ea le Rd 22-228 dw Plat Reveille Ride Sub No.i.dw 11 25 2024 8:19:08 PM Sheet 8 Of 8 EAGLE, ID 83616 www.baileyengineers.com
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