HomeMy WebLinkAboutCC - Final Plat PLAT SHOWING
CENTERVILLE SUBDIVISION NO . I
PORTIONS OF LOTS 1 AND 2 OF BLOCK 1 OF
GAROUTTE ACRES SUBDIVISION AND A PORTION OF
E AMITY RD. THE NW Y/ OF THE NE % OF SECTION 33, TOWNSHIP
BASIS OF BEARING 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA
.............................................................................................................
.. ........................................... 89'14'44"W 2660.44' COUNTY, IDAHO
1/4 CP&F 2023
NO. 9230703 E 1 .......................
S89°14'44"E E AMITY RD. /16 28 27
.............
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33I CP&F S89°14'44"E
N0. 2022-071833 -- S89'14'44"E 816.21' 2'1133 O"W .22
ILLEGIBLE 0 '
-- --
-- -- -- -- _ • S00°2
10 33
BLOCK 2 LU
w I O BLOCK 1 � POINT OF N0. 2018-034916 J
Line Table co - I • -- -- -- -- -- -- •
M a • N89'14'44"W 325.74' BEGINNING
Line # Direction Length LO �I Q L16 >
O O O O ~ ROCKHAMPTON SUBDIVISION p
L1 N31'34'57"W 16.69' Z I 9 8 7 6 O O O O O O I� BOOK 78, PAGES 8245-8247 U
L2 N12'00'00"E 51.34' Q IJ N
L3 N45'32'14"E 28.18' L14 NOTES:
• N It
GAROUTTE ACRES 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Centerville
Q, L4 S89'40'48"E 65.87' L1 • Homeowner's Association and a Permanent Public Utilities and Property
U.JE. WOODMURRA ST.
SUBDIVISION
L5 S44'40'04"E 43.68' V�i BOOK 60, PAGES 5900-5901 Drainage Easement is hereby designated along all lot lines common to a Public
o i GAROUTTE ACRES 13 Right-of-Way and along all rear lot lines unless otherwise shown. A five (5)
L6 S45'18'29"W 41.66' SUBDIVISION s
BOOK 60, PAGES 5900-5901 • I coo foot wide Property Drainage and pressure irrigation Easement is hereby
L7 S84'54'18"W 90.07' J; I r- 0 designated along each side of interior lot lines unless otherwise shown.
vi
L8 Noo'58'53"W 20.16' Og Og O O O O4 O O O 21 I oo 2. Portions of Lots 1, 3-9, 19 & 20, Block 3 and Lots 13-15, Block 4, are
L9 Noo'45'16"E 62.05' • Ito servient to and contain the ACHD Storm Water Drainage System. These lots
cv are encumbered by that certain Master Perpetual Storm Water Drainage
L10 N04'24'34"W 44.22' U 10 BL CK 3 20 L13 Easement recorded on May 8, 2009 as Instrument No. 109053259 and First
L11 S78'00'00"W 63.71' • • -- • Amended Master Perpetual Storm Water Drainage Easement recorded on
November 10, 2015, as Instrument No. 2015-103256, Official Records of Ada
L12 N08'52'36"W 30.74' County, and incorporated herein by this reference as if set forth in full (the
L13 S89'14'44"E 51.00' i 11 12 13 14 15 16 17 18 19 22 23 24 i "Master Easement"). The Master Easement and the Storm Water Drainage
01 System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The
L14 S89'14'44"E 14.93' I I Master Easement is for the Operation and Maintenance of the Storm Water
Drainage System.
L15 S00'46'44"W 84.28'
I
3:160 L16 s45'45'16"w 22.23' 25 3. Lot 1, Block 1, Lot 10, Block 2, Lots 10, 20, 25, and 32, Block 3, Lots 8, 14,
N I E. KALINGA ST. O and 21, Block 4, and Lots 1, 11, and 21, Block 5 and Lot 1, Block 6, are
01� L17 soo'22'10"w 44.00' M I 26 common lots which shall be owned and maintained by the Centerville
I Homeowner's Association.
of Curve Table w I O cn _� O O O O O O O 9 27 4. Direct Lot or parcel access to E. Amity Rd, S. Hillsdale Ave, and/or E. Hill
i Curve # Radius Length Chord Bearing Delta Lo I I Park Street is prohibited.
� I
C1 73.50' 55.78' 54.45' N33'44'33"E 43'29'07" 0 3 10 28 Y N 5. See Instrument No. ____-______- records of Ada county, Idaho, for
C2 200.00' 39.25' 39.19' N06'22'38"E 11'14'44" Z I U T- vacation of existing platted public utility, drainage & irrigation easements per
the plat of Garoutte Acres Subdivision.
a 11
O
U 3 6. This development is subject to an ACHD license agreement - as recorded in
S89°40'48"E I N 12 30 I Instrument No. ___= records of Ada County.
LO
r20.00' SHEET 2 I N I o 7. The development is subject to the terms of an existing City of Meridian
• 13 development agreement - as recorded in Inst. No.
° " SHEET 3 � 14 O 31 I N o p g _________, records of
S8459 51 E „� • Q SHEET 2 Ada County
104.12$`S S89'40'48"E 234.12'
I N - -�-- • BLOCK 4 Q -------
� � 32 SHEET 3 8. ACHD Permanent Easement - Inst. No. _________, records of Ada County
•I 04 E. HILL PARKI
O N E. HILL PARK STREET 15 21 I 9. Irrigation water will be provided by New York Irrigation District in compliance
Q I O Q with Idaho Code Section 31-3805(B.1). All lots within this subdivision will be
I•'-I' i��Iro
-- -- -- -- �L7 • 1 16 entitled to water rights and will be obligated for assessments from New York
of N89'40'48"W 235.55' L8 • N 20 Irrigation District.
JI O
rn1 17 10. Lot 25, Block 3 has a blanket ingress/egress easement to benefit lots 22-24,
J=I O 19 Block 3. Lot 11, Block 5 has a blanket ingress/egress easement to benefit
N _ GAROUTTE ACRES • Lots 12-14, Block 5. As shown in Inst. No. records of Ada
rn SUBDIVISION 18 I County.
N BOOK 60, PAGES 5900-5901 O O 18
l00 O 11. City of Meridian Utility Easement - Inst. No. records of Ada
CountY
CP&F LEGEND •1 � 28 27 26 25 24 23 22 17 Y I .
NO. 2018-040021 1 20 12. ACHD Permanent Easement (Offsite Storm Drain) - Inst. No.
--- --- SUBDIVISION BOUNDARY GAROUTTE ACRES
Z O 16 m I records of Ada County.
SUBDIV
�
CN 1/16 - - - SECTION LINE O� 1 �p O 21 I BOOK 60, PA EIS105900-5901
- - - - - - - - EASEMENT LINE (SEE NOTE 1) L 1 Y E. HILLSONG ST. O 15
--------------- EXISTING EASEMENT LINE (AS NOTED) O�
STREET CENTERLINE 11
1 m O 14
LOT LINE OA L 1 9 1 NP Np
O1 LOT NUMBER � O 11 13 \O Lq SG
0 1 • O O O O O O O O 10 O I �� �,G I S TER 'A
FOUND ALUMINUM CAP 1 1 • N 12 0� F�
MONUMENT 00„WJ• - -- -- X O a- 1 1 1 18 OM SHEET 1 OF 5
FOUND BRASS CAP • S80,0� , • 0 o
MONUMENT 1p0.06 N89'14'44"W 459.94' 0 'y P =
GAROUTTE ACRES
T
FOUND 5/8" IRON PIN SUBDIVISION �jiTF O F
QO AS NOTED Surveyors Narrative: BOOK 60, PAGES 5900-5901 CN W NP q! 6ailey Engineering, Inc.
SET 5/8" x 24" IRON PIN THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER CLINTON W. HANSEN, PLS 11118 80 0 40 80 160
WITH PLASTIC CAP, PLS 11118 MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF ROCKHAMPTON SUBDIVISION, GAROUTTE ACRES LAND SOLUTIONS MENIIIIIIIIIICIVIL ENGINEERING PLANNING CADD
Q CALCULATED POINT, NOTHING SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBER 1805, AND CURRENT DEEDS OF RECORD. THE 231
5TH D , STE A SCALE IN FEET FOUND OR SET SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 1"=80' EAGLE, ID 83616 www.baileyengineers.com
CENTERVILLE SUBDIVISION NO . I LEGEND
-- --- SUBDIVISION BOUNDARY
- - - EASEMENT LINE (SEE NOTE 1)
EXISTING EASEMENT LINE (AS NOTED)
E AMITY RD. $$9'14'44"E 816.21' __ STREET CENTERLINE
• -- -- -- -- -- -- 415.50- -- -- -- -- -- -- • - -- -- -- -- -- -- -- -- --
400.71' - • LOT LINE
9.00' N89'14'44"W 351.00' S89'14'44"E 336.27' 9.00'
`�`� ��G O LOT NUMBER
----------------
--- ---------------BLOCK 1 --------0I J
I SEE NOTE 8 � BLOCK 2 39.50' 39.50'
-------------------- -
S89'14 44"E 312.24' SEE NOTE 8 O __ __ M SET 5 8" x 24" IRON PIN
-- -- -- -- -- • 0 /
W 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.03' 24.22' �� • , -- -- WITH PLASTIC CAP, PLS 11118
io- i ---- ----� 1- - -1 1- - -1 I- - -i F- - � --jI F - -I f - R Io • N891444 W 325.74 0
M 5.00' SET 1/2" x 24" IRON PIN
rn 1 1 1 I I I I 1 i o I I 1 w Q 'n w
� Ki M I 1 1 1 q �° - r _ L16
O M 13 I I I I o I I I o Q C° 0 T • WITH PLASTIC CAP, PLS 11118
O 1� _ io o o o co o co o co io o ~_ o
Z I ro O o O o O o O o O o O o O o o 1 3 0 °' 1 3 0 °' 1 ACHD STORM DRAIN EASEMENT
l0 9 0 0 $ 0 0 7 0 0 6 C5 in0 0 5 0 : 4 0 : 3 0 O o `� O -N 0 z o z I� SEE NOTE 2
1 1 1 CD I (n I V I V cn I cn 00 o vi' 1
I i I I I I I I I I 5.00' i� I I I I I N 39.50' 39.50' 1
l- -J136.00'
12.63'J - J - J ----J L - J L - - -1 L14
• CA O 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 40.00' �`L� �' I
L1 • G�1 M S89'14'44"E 304.63' • o Curve Table Curve Table
LO
_`V _ _ _ 364.13' E. WOODMURRA ST. _ _ _ 74.43' Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta
V�� / 0 N89'14'44"W 438.56' • •
5 0 C1 73.50' 55.78' 54.45' N33'44'33"E 43'29'07" C21 30.00' 21.89' 21.41' S20'09'03"E 41'48'37"
% G 12.56 a S89'14'44"E 438.56' '"i
c`i C2 200.00' 39.25' 39.19' N06'22'38"E 11*14'44" C22 30.00' 47.12' 42.43' S44'14'44"E 90'00'00"
G� 22.56' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 64.00' 64.00' 13
SEE NOTE 8�� •
• C12 to _ C3 50.00' 68.73' 63.44' S51'22'38"W 78'45'16" C23 30.00' 19.31' 18.97' S19'11'21"W 36'52'12"
% I C13 I I I I I 1 00 1 I I I I 1 o co 0 0 Lo p C4 176.50' 34.64' 34.59' S06'22'38"W 11*14'44" C24 30.00' 27.82' 26.83' S64'11'21"W 53'07'48"
NI 3 1 3 3 13 3 0 29.18' o 0 : (V
o _ 3
J� o CO CO �O co 0 1 i,, co co rn rn o 1 I O C5 53.50' 84.04' 75.66' N44'14'44"W 90'00'00" C25 30.00' 47.12' 42.43' S45'45'16"W 90'00'00"
0 0 0 0 o o � o � 0
NNo O � 0O � 0O � 0Oc70( O � UO � 0Oc10 21 101N
'' cn b `n `n 0) Ln 0) C) � b in C6 53.50' 84.04' 75.66' N45'45'16"E 90'00'00" C26 147.00' 11.54' 11.54' S88'30'20"W 4'29'50"
a, rn 0 rn 0 rn rn rn F aril
• o 0 0 o a' o a' o rn 0 1
• / cn 0 I N con con cn 0 � 0 10 1 rn C7 123.50' 27.49' 27.43' S84'22'38"W 12'45'16" C27 147.00' 21.18' 21.17' S82'07'43"W 8*15'25"
N00'45'16"E cn 3g 6�• `�
5.00' 0 S71" ; 0 10.00'� I~ C8 223.50' 49.75' 49.65' S05'37'22"E 12*45'16" C28 147.00' 32.72' 32.66' S84'22'38"W 12*45'16"
- � L_ - -1 L_ - -J L_ - -J �BLOC� L_3 -1 L_ - J90.L'- N 938Fi L - - - J
1 vi S89'14'44"E 329.50' 20 N89'14'44"W 64.00• L13 T
C9 73.50' 21.46' 21.39' N63'51'04"E 16'43'55" C29 200.00' 44.52' 44.43' N05'37'22"W 12*45'16"
• 41.50' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' ' 39.00' 36.00 4-00 C10 73.50' 23.78' 23.68' N81'29'09"E 18'32'14" C30 100.00' 22.26' 22.21' N84'22'38"E 12*45'16"
23.50' 23.50' 10 - - - - - �5.00' 0C11 73.50' 45.24' 44.53' S73'0T11"W 35'16'09" C31 50.00' 3.96' 3.95' N88'29'16"E 4'32'00"
1 I I I I I I I I I I 1 ( I I I I I I O) 00 I I I I o 1
�I I -�' I I I I 1 1 -�' 1 tp 1
1 co1 I 001 C12 26.50' 12.57 12.45 S77'09 49 W 27'10 54' C32 50.00 39.70 38.66 N63'28 32'E 45'29'28"
1 � `nl0co 0cfl 0co 0co co 0 <° 0 <° 0co 0co rn iU � � °'
I_ CD of 11 q � 12 � 13 � 8,0
0 `n 15 o cn 16 0 0 17 0 0 18 0 In 19 22 in o 23 �, 0 24 I C13 26.50' 23.85' 23.06' S3T4T11"W 51'34'22" C33 50.00' 33.89' 33.24' N21'18'55"E 38'49'47"
l �1� Ni °' o O0 o Orn o Orn o_ rn o Orn o Orn Orn `r Orn `r O3 ^�o O Lr) � Lri O -
co * 1 N 1 1 0 1 0- 1 0 0 0 0 o c° "gib co o rn o rn N1 C14 26.50' 36.42' 33.62' N51 22'38"E 78 45'16' C34 50.00' 1.00' 1.00' N01'19'38"E 1'08'46"
I I I I � z 1 z 1 N
I 0 0 I I I I I C15 153.00' 30.03' 29.98' S06'22'38"W 11*14'44" C35 50.00' 78.54' 70.71' N45'45'16"E 90'00'00"
co 1 �19
L _ _ J L_ - L_ - L1 - - L - L - -1 L_ - -1 I4 82'- L26 L J L - -1 L5_00'� C16 50.00' 22.83' 22.63' S76'10'03"E 26'09'22" C38 240.00' 16.61' 16.61' S01'13'44"E 3'57'59"
Lo 41.50' 36.00' 36.00' 36.00' 36.00' 36.00 36.00' 36.00' 36.00' 34.00' Cog 39.00' 36.00' 0.00'
•`� C17 50.00' 37.85' 36.95' S41'24'09"E 43'22'25" C39 240.00' 26.52' 26.50' S06'22'38"E 6*19'49"
l � - SEE NOTE 8 M S89'14'44"E 363.50' o S89'14'44"E 95.00' rn l
N _ _ E. KALINGA ST. ro �,���j 25 c� C18 50.00' 17.86' 17.77' S09128'51"E 20*28'13" C40 240.00' 10.30' 10.29' S10'46'16"E 2'27'28"
_ J
1 I N89'14'44"W 380.00' �� 61.99' 0.00'1 C19 50.00' 78.54' 70.71' S44'14'44"E 90'00'00" C41 240.00' 53.43' 53.31' S05'37'22"E 12'45'16"
I o46
M � O$ S89'14'44"E 81.99'
N 1 N S89'14'44"E 336.50' N S coL25 0 C20 30.00' 25.23' 24.49' S65'09'03"E 48'11'23"
26 CJ
U-i36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 39.00' 65.00' C20
^' -
M j I �i 16.50� U 87.36' n95.00 -23.50 23.50 �N89*14'44"W
N -N89'14'44' -
W 1 1 I I I I 0 1 10.00'
x 1 3 1 3 I I ao 1 9 o 11.29' 0
1 _ o io 0 i2 0 i2 0 i2 0 � 1 1 1 �,, I O 1 0 • (6 27 1 01
1
� I } 1 � � O o `n O 1 '10 (�) o in O q 10 10 U) O L----- J - - - - � r�l
1 95.00'----- od M �- 95.00'
Q Ui 4- Sri � Wi � In � Lri � 0 � � � _ ,
p l 3 °�' rn o °' o °' o a' o a' o a' o rn o 10 _ N 89'14 44'W-
O 1 VI)
voi 1 N N o N 1 0 o 0 1 -N89'14'44"W- -
Z I o I I I I I II I I� I I I I 1 1 I ° 1 10 1 a N 1- -10.00' 28 I
d l 1 L_ - -1 L_ - -J L_ - J L_ -LJ L -t 5J0n L_ - -1 95.00'- - 1J Q 1 0
36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 39.00' N89'14'44"W- rn P� LAND
U _
O 1 0 N89'14'44"W- - 1
1 N 1 w N89'14'44"W 255.00 01 11 01 o O 0 0 N ON
1 1 cD o co 0 M o co M. co 0 1 29 0 1 0l Kj 5� 1 S Tc- SG
co o ro Q 1 co J G RF 'A
1 N N 0 cn - -95.00'- - ML - -
Ui
1 , " '`� o N89*14'44"W- °' 0 s
1 S89'14 44 E 0 ' o
1 I z w 0 0 a, -N89'14'44'W- tD 1 1 1 18 A
1 1 col i 112.50' 0 (o1 @10.00'
o I rn 0 01 Ln U o
N89'14'44"W ;° ao co I 30co SEE NOTE 8 nL - M M col y P =
l w 1 112.50' -95.00 - - 23.50' 23.50' - -95.00'- - '0 O � T F OF
1 3 1 io - i z -N89'14'44"W - '� I TD P�
1 0 1 N89'14'44"W o N o N cn 1 F- -N89'14'44"W- I N N W. H
0 1 � -
Ln o M J 14 133.50' M 13 1co 0 1 31 I o
1 z 0 7,31' col CLINTON W. HANSEN, PLS 11118
95.00 z 16.97' 12 00 `� LAND SOLUTIONS
r 89.83'-
S_H_EET__3 ^� • C21 o N89*14'44"W 1 231 E. 5TH ST., STE A
1 0 0 <N �O N89'14'44"W MERIDIAN, ID 83642
��� SHEET 2 OF 5
L4 -- • BLOCK 4 o M 95.00' N 32 S89'14'44"E 77.83'
.- N 23.50'--
50 0 25 50 100
-N89'14'44"W- N I N89'14'44"W 118.50'
S89.14'44"E Oo 10o O oo 0 E. HILL PARK SHEET 3
133.50' �° 15 1 °° SCALE IN FEET
co M r�
M � - -9500 - - � 3 1„=50' alley Engineering, Inc.
r- -N89'14'44"W- o NOTE:
LO
SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD
N SEE SHEET 3 OF 5 FOR LINE 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
TABLES. EAGLE, ID 83616 www.baileyengineers.com
LEGEND CENTERVILLE SUBDIVISION NO . I
SUBDIVISION BOUNDARY
- - - - - - - - EASEMENT LINE (SEE NOTE 1)
--------------- EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
OLOT NUMBER
0
0
0 SET 5/8" x 24" IRON PIN N
rn
WITH PLASTIC CAP, PLS 11118
w
• SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118 LO 1 - -95.00'- -
�X SEE NOTACHD OR� DRAIN EASEMENT z o F- 7 0 _
Z N89'14'44"W -
N 89'14'44"W C°
• SEE NOTE 8 14 133.50' M I 13 I M o
� s
_ SHEET 2 s5.00 - Z
------------S89'40'48"E 234.12---------- - ------ S84'S9'S1 E-- _ ----�; • `o[b N89.14'44"W '0)• -- -- -- -- -- -- ---��__ 104.120 ----- ------� ; �� <N
N � �
Iw o o -- --- -- L4 -- • BLOCK 4 0 M 95.00' N
�in M M LO � Q i N -N89'14'44"W- i N89'14'44"W 118.50'
N •
M _ _ _ M _ _ M _ i S89'14'44"E o ao o � • - -
E. HILL PARK STREET s8s•4o'48"E 477.82' o 0 3 • 133.50' ° I 15 1 o E. HILL PARK
to
23.50'
O T- o o "' "' w "0) 21 S89'14'44"E 77.83'
O o o Ki ri 1 0 - -95.00'- - � _ �
Z NCsi M M --- FN8*9
N N 3 i N89'14'44"W- 2Co .y0 12.00'L7 "E_ 79_32'__ A� iD SEE NOTE 8 0 o In
_T�_ -------------N89'40'48"W 235.55--------- ---------------------- ��� o 16 w - -fn N o r� - M io ;,� 16.97' oL8 48"W 98.86'� i 0 N -95.00'- - -LO o 1 7.31' 20 �I
Q2 I i� NfN cnl rn " N o -N89'14'44"W- -I 0 Z `O - -95.00'- - �I
• SEE NOTE 8 O i co " o
W I I r) co S8914 44 E !'' 0 o w -N89'14'44"W- -I
0 O I I N89.14'44"W 98.86' i 134.50' -L70 M I 1710.00' ° b o 01
J i� 1 9.57' 0j in �- - -95.00'- Q � 19 I 61
J 3 1ao • M� 0 0 -N89'14'44" - Q 0D M L - - O�- - M
Z N 1 1 iK) 134.23, 0 z o W 7 - H i � 95.00
0 �-- -N89'14'44"W-
• ) N89.14'44"W N S89'14'44"E 252.00' 0 1 1$ o p r
rn
c0 cd N OI I N89'14'44"W4 99.43' II 11(p v i v v 1 36_0' �6_00' 36.00' 36.00' 36.00' 36_00' 6_00' L�- -g5.00'- - w Q Ld � I 18 I �I
C40 -1 F WLOC� � 7 F1-
0N89'14'44"W- 7 . uj M �- - - � M
JI 1
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95.00 - -
• - Sgp•3 I 23.5�•23.5�' ��1 3 i _ I I o0 19 z o -N89'14'44"W- 01 N
w ? in in co o `° 0 `o o `° o `° b `°_o M LL ,18.00' '`� 0 0
0 5 1 ��� o w, 0 Ln 28 LO 't 27 LO � 26 LO � Soo)
LO 't 24 LO 't 23 � 22 -95.00 23.50' ' 23.50' I 17 16
O N O O O O O O
o 1 p0' o o I o °' o 0 rn
1c? 10 00 "w 1pp N o w_\ - 0 0 0 1 o 0 0 1 o 0 I o -N89'14'44"W- - -95.00'- - 3
►---r S7 B p0'0p 1 � o; I cn I cn cn cn cn cn o
o <o I 20 I • F-- -N89'14'44 W-
1 II ,
C26 J - - - � - � L 12.00' ^, b v 0
r� IN89'14'44"W 89.00' UN `0 1-10.00' 16 01 MI O
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0p pp"W 1pp.Op' 1 N N �33 C2C2 24.47 36.00' 36.00 36.00 36.00' 36.00' 65.00' GZ Gbh - -95.01'- - I t0
Z S7 1 r; o L32 N89'14'44"W 269.47' G C34
1 r O 1 0 / -N89'14'44"W- -
21 O 0I
. o o o, • _ _ N E. HILLSONG ST. N - �^"'� 15 1 0
O 101 f� p'E- - - -
Line Table Line Table O 1� ��?� N7$•0ppp,- - vi L7_9 • C7 S89'14'44"E 269.47' G5 L36- MI
w -100.16' - -
OY ' 1pp �� c°• C30 N 30.16 C31
S89'14'44"E 296.47' N N89'14'44"W- -
Line # Direction Length Line # Direction Length 1 o Lg4 G�2 0 o
Ic,, O$ 1 36.00 36.00 36.00' 36.00' 36.00' 36.00' 36.00' _ _ o 14 0
L1 N31'34'57"W 16.69' L22 N45'45'16"E 28.28' W 1�1 0 ,pp•�W 1pp'pp iN �' o 14.31� aMo N ;° O'10�00'�I �I
1 s7$'p0 I � I I 5.00'I I I I I I I I I I I I- --1 0 - - -1oa1s J
L2 N12'00'00"E 51.34' L23 N44'14'44"W 35.36' cr _
O 1 �J �? 1 3 3 1 3 3 13 13 3 30 .� w o N89'14 44"W-
IN �,a c0 c0 c0 c0 CO tD cD I cD� N o �� O
L3 N45'32'14"E 28.18' L24 S44'14'44"E 22.28' 16' 1 16.00 , N ��� a? 0 0 0 0 0 0 0 0 0 I of
i d in in in ,n o - o - o - o - Ln cri
1 J m 2 �i � 3 �i � 4 ,rid 5 'p - 6 C i 7 � � $ � 9 LO 10 `° N O o I
L4 S89'40'48"E 65.87' L25 S66'41'00"W 17.70' pp•'VJ 1pp'pp 1 ��� 1 O rn o O rn o O rn o O m O 0 `n O 0 `n O O O C° 11 � n L L -1 i13 o fPO
S7$•pp, 1 �i�' L41 1 0 1 0 0 0 0 0 0 0 rn 0 !j o z 100.16'- - -
L5 S44'40'04"E 43.68' L26 S58.00'00"W 9.46' Ic,, 1 10 �o'- 3.5(d • � cn I cn I N I � I cn I N I N (o o ,
• Cq � -N89'14 44"W- -
Ia� 3 5p, I I I I I o f 7 of
L6 S45'18'29"W 41.66' L27 S12'00'00"W 51.34' 1 - • L11 BLOCK $ 5.00' N I 12 01
'00 W 32.78' 36.00_ 36_00' 36.00' 36.00' 36.00' _36.00' 36.00' 40.00' to
Z L16.00, -135.16' - __- J
37
L7 S84'54'18"W 90.07' L28 S44'14'44"E 28.28' • -- S80'00 • - -
1p0.0C SEE NOTE 8 , » , -- -- -- -- p,L LA
L8 N00'58'53"W 20.16' L29 Soo•45'16"W 25.29' o N89'14 44 W 459.94 • �pN NHS
ST F
L9 NOO'45'16"E 62.05' L30 S44'14'44"E 24.28' �t�`' �0'1 RF G�Z_
L10 N04'24'34"W 44.22' L31 N45.45'16"E 28.28' � 1 1 118
0
L11 S78'00'00"W 63.71' L32 S78'00'00"W 15.45' U) o _
L12 N08'52'36"W 30.74' L33 N51'30'04"W 25.92' ��iTF O F
L13 S89'14'44"E 51.00' L34 N78.00'00"E 11.94' ON W. NP
L14 S89'14'44"E 14.93' L35 N38'54'08"E 25.77'
CLINTON W. HANSEN, PLS 11118
L15 S0o'46'44"W 84.28' L36 N52.28'21"W 8.15' LAND SOLUTIONS
231 E. 5TH ST., STE A
L16 S45'45'16"W 22.23' L37 N89'14'44"W 35.00' MERIDIAN, ID 83642
L17 SOO'22'10"W 44.00' L38 N10'44'39"W 29.54' SHEET 3 OF 5
L18 S12.00'00"W 51.34' L39 N45.45'16"E 24.28'
L19 N78'00'00"E 55.44' L40 S44'27'46"E 28.39'
L20 N45'45'16"E 35.36' L41 S78.00'00"W 16.71' 50 0 25 50 100 ailey Engineering' Inc.
L21 N44'14'44"W 28.28' L42 N12'00'00"W 44.10' illillillillillillilliillillimNOTE:
SCALE IN FEET SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD
1"=50' SEE SHEET 2 OF 5 FOR CURVE 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
TABLES. EAGLE, ID 83616 www.baileyengineers.com
. .
CENTERVILLE SUBDIVISION NO . I
Certificate Of Owners Certificate Of Owners Continued
Know all men by these presents: that Challenger Development, Inc., an Idaho Corporation is the Owner of the
Property described as follows: It is the intention of the undersigned to hereby include the above described property in this plat and to
dedicate to the public, the public streets as shown on this plat. The easements indicated on said plat are not
A parcel being portions of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision as shown in Book 60 of Plats on dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for
Pages 5900 through 5901, records of Ada County, Idaho, and a portion of the NW 1/ of the NE 1/ of Section 33, such other uses as designated hereon, no permanent structure other than for such utility purposes or such other
Township 3 North, Range 1 East, Boise Meridian, and more particularly described as follows: uses are to be erected within the limits 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 the City of
Commencing at a Brass Cap monument marking the northwest corner of said NW 1/ of the NE 1/, from which an Meridian has agreed in writing to serve all the lots in this Subdivision.
Aluminum Cap monument marking the northeast corner of the NE 1/ of said Section 33 bears S 89°14'44"E a
distance of 2660.44 feet;
Thence along the northerly boundary of said NW 1/ of the NE 1/ S 89°14'44"E a distance of 1330.22 feet to a 5/8 Challenger Development, Inc., an Idaho Corporation
inch rebar marking the northeast corner of said NW 1/ of the NE 1/;
Thence leaving said northerly boundary S 0°22'10"W a distance of 30.00 feet to a point on the southerly Corey D. Barton, President
right-of-way of W. Amity Road marking the northeast corner of said Lot 2 of Block 1 of Garoutte Acres Subdivision,
said point also being on the westerly boundary of Rockhampton Subdivision, as shown in Book 78 of Plats on Pages
8245 through 8247, records of Ada County, Idaho, and the POINT OF BEGINNING;
Certificate of Surveyor
Thence along the easterly boundary of said Lot 2 and westerly boundary of said Rockhampton Subdivision S 0°22'10"
I, Clint W. Hansen, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and
W (formerly S 0°10'54"E and S 0°11'05"E) a distance of 44.00 feet to a point; „
that this plat as described in the Certificate of Owners is 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
Thence leaving said boundary N 89°14'44"W a distance of 325.74 feet to a point; State of Idaho Code relating to plats and surveys.
Thence S 45°45'16"W a distance of 22.23 feet to a point;
Thence S 0°46'44"W a distance of 84.28 feet to a point;
Thence S 89°14'44"E a distance of 14.93 feet to a point;
Thence S 0°45'16"W a distance of 142.00 feet to a point;
Thence S 89°14'44"E a distance of 51.00 feet to a point; ��oNP;TF
�,� �G RF
Thence S 0°45'16"W a distance of 731.29 feet to a point; Z-
� � p �
Thence N 89°14'44"W a distance of 459.94 feet to a point; 1 1 1 18
Thence N 8°52'36"W a distance of 30.74 feet to a point; Clinton W. Hansen ,f, o _ P.L.S. No. 11118
Thence S 78°00'00"W a distance of 63.71 feet to a point; ��iToc, OF
Thence S 80°00'00"W a distance of 100.06 feet to a point; ON W NP
Thence N 12°00'00"W a distance of 203.16 feet to a point;
Thence N 4°24'34"W a distance of 44.22 feet to a point;
Thence N 0°45'16"E a distance of 62.05 feet to a point;
Thence N 0°58'53"W a distance of 20.16 feet to a point;
Thence S 84°54'18"W a distance of 90.07 feet to a point;
Thence N 89°40'48"W a distance of 235.55 feet to a point; Acknowledgment
Thence S 45°18'29"W a distance of 41.66 feet to a point on the easterly right-of-way of S. Hillsdale Avenue; State of Idaho
Thence along said easterly right-of-way N 0°19'12"E a distance of 124.35 feet to a point; S.S.
Thence leaving said easterly right-of-way S 44°40'04"E a distance of 43.68 feet to a point; County of Ada
Thence S 89°40'48"E a distance of 234.12 feet to a point; On this day of 20__, before me, the undersigned, a
Thence S 84°59'51 "E a distance of 104.12 feet to a point; notary public in and for said state, personally appeared Corey D. Barton, known or
Thence S 89°40'48"E a distance of 65.87 feet to a point; identified to me to be the president of Challenger Development, an Idaho
Corporation, the corporation that executed this instrument or the person who
Thence N 45°32'14"E a distance of 28.18 feet to a point; executed this instrument on behalf of said corporation, and acknowledged to me
Thence N 0°45'16"E a distance of 335.21 feet to a point of curvature; that said corporation executed the same.
Thence a distance of 39.25 feet along the arc of a 200.00 foot radius curve right, said curve having a central angle In witness whereof, I have hereunto set my hand and affixed my official seal the
of 11°14'44"and a long chord bearing N 6°22'38"E a distance of 39.19 feet to a point of tangency; day and year in this certificate first above written.
Thence N 12°00'00"E a distance of 51.34 feet to a point of curvature;
Thence a distance of 55.78 feet along the arc of a 73.50 foot radius curve right, said curve having a central angle
of 43°29'07"and a long chord bearing N 33°44'33"E a distance of 54.45 feet to a point;
Thence N 31°34'57"W a distance of 16.69 feet to a point;
Thence N 0°45'16"E a distance of 143.39 feet to a point on the southerly right-of-way of E. Amity Road and My Commission Expires Notary Public, State Of Idaho
northerly boundary of said Lot 2 of Block 1 of Garoutte Acres Subdivision; Residing In Boise, Idaho
Thence along said right-of-way and northerly boundary S 89°14'44"E (formerly S 89°48'00"E) a distance of 816.21
feet to the POINT OF BEGINNING.
This parcel contains 14.44 acres, more or less.
alley Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 4 OF 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
. .
CENTERVILLE SUBDIVISION N0 . 1
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
review by a Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, certify that I have checked this plat and that it complies with the State of Idaho Code
and the QLPE approval of the design plans and specifications and the conditions imposed on the relating to plats and surveys.
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
Approval of City Council
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho do hereby
certify that at a regular meeting of the City Council held on the day of
Central District Health , EHS Date 20 , this plat was duly accepted and approved.
City Clerk, Meridian, Idaho
Approval of Ada County Highway District Certificate of County Treasurer
The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the
Commissioners on the day of 20 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.
President ACHD
County Treasurer Date
Approval of City Engineer County Recorder's Certificate
1, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve State of Idaho
this plat. } SS. Instrument No.
County of Ada
I hereby certify that this instrument was filed at the request of Idaho Survey Group, LLC,
at minutes past o'clock M.,
City Engineer Date
this day of 20 in Book of Plats at
\ S
oNp,L LAND
Pages through �,`' �,G�STE- G,pL
it
Fee $ N 1 1 1 18 O OF
ON W. NP
CLINTON W. HANSEN, PLS 11118
Deputy Ex—Officio Recorder LAND SOLUTIONS
231 E. 5TH ST., STE A
MERIDIAN, ID 83642
6ailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 5 OF 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com