HomeMy WebLinkAboutFinal Plat - LS Signed 09-14-23 PLAT SHOWING
CENTERVILLE SUBDIVISION NO . 2
PORTIONS OF LOTS 1 AND 2 OF BLOCK 1 OF
GAROUTTE ACRES SUBDIVISION AND A PORTION OF
CP&F BASISEAO BEARING ITY RD. THE NW Y/ OF THE NE % OF SECTION 33, TOWNSHIP
NO. 2022-071833 89*1444"W 2660.44' CP&F 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA
1/4 28 CP&F NO. 2018-034916 COUNTY, IDAHO
28 27 2023
33 � --- ---------------------------------- S89°14'44"E----- --------------------- NO. 2023-032156 E 1/16--- S89°1444E
1330.22; ---------- ---------------�---
1330.22 33 34
"�S00°22'1 O"Wci
Lg o __ S89'14'44"E 325.74' 74.00' - W
O —I
iSurveyor's Narrative: ° BLOCK 1 I POINT OF
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO 00i O O O O I BEGINNING 0
CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES I U
OF HOWRY LANE SUBDIVISION NO. 2, ROCKHAMPTON SUBDIVISION, ROCKHAMPTON I _ _ _ _ NOTES:
SUBDIVISION NO. 2, ROCKHAMPTON SUBDIVISION NO. 4, GAROUTTE ACRES SUBDIVISION, ° ° I vi 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Centerville
CENTERVILLE SUBDIVISION N. 1, INFORMATION FROM RECORD OF SURVEY NUMBER 1805, E. WOODMURRA ST. I Homeowner's Association and a Permanent Public Utilities and Property
AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING L7 I Drainage Easement is hereby designated along all lot lines common to a Public
BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY I Right-of-Way and alon all rear lot lines unless otherwise shown. A five 5
FOR THIS SUBDIVISION SHOWN HEREON. �I 6 I foot wide Property Drain (age and Pressure Irrigation Easement is hereby )
O LEGEND designated along each side of interior lot lines unless otherwise shown.
I � 41 40 39 � — — — -
SUBDIVISION BOUNDARY Line Table 2. Portions of Lot 22, Block 5 and Lots 19-23, Block 6, are servient to and
--- --- o o I contain the ACHD Storm Water Drainage System. These lots are encumbered
- - - SECTION LINE L5 Q O7 I b that certain Master Perpetual Storm Water Drainage Easement recorded on
Line # Direction Length y p g
ADJACENT SUBDIVISION BOUNDARY 38 L — _ _ _ May 8, 2009 as Instrument No. 109053259 and First Amended Master
L1 N48'46'35"W 23.11' I w I Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as
- — — — — - EXISTING PARCEL LINE LL- Instrument No. 2015-103256 Official Records of Ada County, and incorporated
L2 N80.00'00"E 100.06' = I ROCKHAMPTON SUBDIVISION »
LOT LINE U herein by this reference as if set forth in full (the Master Easement"). The
O
L3 N78'00'00"E 63.71' 37 Q w I BK 78, PGS 8245-8247 Master Easement and the Storm Water Drainage System are dedicated to
1O LOT NUMBER M m I ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for
L4 S08'52'36"E 30.74' N — — — - the Operation and Maintenance of the Storm Water Drainage System.
' FOUND ALUMINUM CAP L5 N89'14'44"W 51.00' Y
MONUMENT 0 36 I 3. Lot 16, Block 1, Lots 33 and 39, Block 3, Lots 22, 28, and 37, Block 5, and
iFOUND BRASS CAP L6 N00'45'16"E 142.00' I m Og I Lots 14-15, Block 6 are common lots which shall be owned and maintained by
MONUMENT the Centerville Homeowner's Association.
' L7 N89'14'44"W 14.93'
FOUND 5/8" IRON PIN
QO AS NOTED L8 N00'46'44"E 84.28' I r 4. The development is subject to the terms of an existing City of Meridian
L9 N45'45'16"E 22.23' 1 35 10 I development agreement - as recorded in Inst. No. 2022-084254, records of
SET 5/8" x 24" IRON PIN O I w Ada County
WITH PLASTIC CAP, PLS 11118
0 CALCULATED POINT, NOTHING 1 5. ACHD Permanent Easement [Sidewalk] - Inst. No. ---------, records of
FOUND OR SET CV I 34 LO — — - Ada County
o I �
r- 1 11 I 6. Irrigation water will be provided by New York Irrigation District in compliance
of w I E. HILL 33 I 0 with Idaho Code Section 31-3805(B.1). All lots within this subdivision will be
�ai io I entitled to water rights and will be obligated for assessments from New York
Qom_ PARK ST. 22 N — — Irrigation District.
J
CIO CENTERVILLE SUBDIVISION NO. 1 12 I O —
a BOOK , PAGES _________ 0 O I Cn 0 7. Lot 15, Block 6 has a blanket ingress/egress easement to benefit Lot 16,
N NIA SHEET 2 Z I SHEET 2 Block 6 and future Lot 24, Block 6. As shown in Inst. No. ------------
SHE ,
= I� ET 3 1 23 Y SHEET 3 records of Ada County.
U I
(4 0 I 13 -1 I — — — 8. This plat is subject to an Ada County Highway District Temporary License
Agreement recorded as Instrument No. --------------, records of Ada
FQ I� 24 ROCKHAMPTON SUBDIVISION NO. 2 County.
i 3 I BK 80, PGS 8632-8633
Y Q O 9. City of Meridian Water Easement - See Inst. No. _____________
Of 0 I-1 25 W 14 L
Y =
1 1 Cn I 26 W 15 m
vi I
I O fN
S89'14'44"E 459.94' 27 16 I — — —
I W. MACUMBO ST.
S
o BLOCK 5
04
001 12 28
04
rn1 29 30 31 32 33 34 35
Z • 13 O 36
��• 14 O L
— —
15 E. RINCON DR. 38
UNPLATTED W
io. I ROCKHAMPTON SUBDIVISION NO. 4
i I-- PO — — — BK 81, PGS 8816-8817
Lo �I I
16 17 18 19 20 21 22 23
LA/Vq
Z 1 O O O O O O O O 39 I ���°N� S Te- sG�P
BLOCK 6 _ I NE 1/16 C 1 1 1 18 0 SHEET 1 OF 5
-- -- -- — — -- -- -- -- -- o—
N89*27'35"W 8815.05' I = CP&F A _
UQ N0. 201 7-07521 2E
HOWRY LANE SUBDIVISION No. 2 6ailey Engineering, Inc.
BOOK 114, PAGES 16817-16824 N CLINTON W. HANSEN, PLS 11118 100 0 50 100 200
CN 1/16 LAND SOLUTIONS
231 E. 5TH ST., STE A CIVIL ENGINEERING I PLANNING I CADD
CP&F MERIDIAN, ID 83642 SCALE IN FEET 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
NO. 2018-040021 1"=100'
EAGLE, ID 83616 www.baileyengineers.com
CENTERVILLE SUBDIVISION NO . 2
LEGEND
SUBDIVISION BOUNDARY
EASEMENT LINE (SEE NOTE 1)
Curve Table
STREET CENTERLINE
Curve # Radius Length Chord Bearing Delta
LOT LINE
- - - - - - EXISTING PARCEL LINE C1 53.50' 84.04' 75.66' N44'14'44"W 90'00'00"
C2 53.50' 84.04' 75.66' S44'14'44"E 90'00'00"
O LOT NUMBER L9 S89'14'44"E 325.74'
__ C3 43.50' 55.83' 52.08' N36'13'45"W 73'32'29"
64.24' 75.00' 102.64' 83.86'
i------------- r- _____ -
-- C4 347.00' 98.39' 98.06' N81'07'22"W 16*14'44"
0 SET 5/8' x 24" IRON PIN O ,' i i i i i i I
WITH PLASTIC CAP, PLS 11118 o BLOCK 1 % C5 123.50' 27.49' 27.43' N05'37'22"W 12'45'16"
1 I C6 77.00' 4.08 4.08' S87'43 46 E 3'01 57
0FOUND 5/8" IRON PIN WITH o ifl io ib ,
PLASTIC CAP, PLS 11118 I o o - 1
OR AS NOTED apl O o o O o LO O o0 o C7 77.00' 53.84' 52.75' S66'10'58"E 40'03'38"
O FOUND 1/2" IRON PIN WITH i 0 00 = of C8 77.00' 30.19' 1 30.00' S34'55'09"E 22'28'00"
PLASTIC CAP, PLS 11118 l i i i N
i i i i I C9 77.00' 32.85' 32.60' S11'27'57"E 24'26'24"
tCN4
• SET 1/2" x 24" IRON PIN ____ __________
___� �_ C6 � � � C10 77.00' 120.95' 108.89' S44'14'44"E 90'00'00"
WITH PLASTIC CAP, PLS 11118
0.00' 70.93'ACHD STORM DRAIN EASEMENT C.> , i C11 30.00' 16.88' 16.65' S15'21'40"E 32*13'51S89'14'44"E 136.00'SEE NOTE 2 E. WOODMURRA ST. ✓ NC12 30.00' 30.25' 28.98' S60'21'40"E 57'46'09"
N89'14'44"W 136.00' • �O O -N�3 c' C13 30.00' 47.12' 42.43' S44'14'44"E 90'00'00"
L7N S89'14'44"E 136.00' c� , 1 C14 30.00' 47.12' 42.43' N44'14'44"W 90'00'00"
64.00'---- ---- N C15 77.00' 3.77' 3.77' S00'39'00"E 2'48'32"
(0 i o i i 8.00i A U �i D C16 77.00' 62.21' 60.53' S25'11'53"E 46*17'14"
J o 23.50' 23.50' �I
i 3 1 3 • O i I C17 77.00' 54.97' 53.81' S68'47'37"E 40*54'14"
ILO 41 0 40 0 1n 39 � - - C18 77.00' 120.95' 108.89' N44'14'44"W 90'00'00"
i 1 O °' 0 r� i I C19 67.00' 12.09' 12.07' N04'37'36"W 10*20'09"
O I -
�O 115.00--------
�
IOJo L-------
5.0' O� r-------N89'14'44"W------ i
I C20 67.00' 45.28' 44.42' N29'09'12"W 38'43'03"
LLine Table -------- - -- C21 67.00' 16.04' 16.00' N55'22'11"W 13'42'55"
k46
500' 64.00' 38.00' i
Line # Direction Length i I C22 67.00' 12.60' 12.58' N67'36'49"W 10'46'21'
-S89'14'44"E 11 5.00' .0IL1 N48'46'35"W 23.11' i -
C23 67.00' 86.00' 80.21' N36'13'45"W 73'32'29"
1 1 i 00
L2 N80'00'00"E 100.06' to 1 O i o I I C24 370.50' 54.68' 54.63' N7T13'41"W 8'2T21"
I nil 38
L3 N78'00'00"E 63.71' i i co i i i - - C25 370.50' 50.37' 50.33' N85'21'03"W 7'47'23"
I I `-------115.55--------� C26 370.50' 105.05' 104.70' N81'07'22"W 16*14'44"
L4 S08'52'36"E 30.74' i
1 �-------115.00'------- r-------N89'14'44"W-------1
L5 N89'14'44"W 51.00' r------N89'14'44"W------- i I i I C27 147.00' 32.72' 32.66' N05'37'22"W 12'45'16"
L6 NOO'45'16"E 142.00' 1 i 5.0 C28 100.00 22.26' 22.21' N05'37 22 W 12'45'16
L7 N89'14'44"W 14.93'
jto Ii Oi . $ i
00I� C29 323.50' 42.31' 42.28' N85'29'57"W 7'29'34"
i
io °' C30 323.50' 49.42' 49.37' N77'22'35"W 8'45'10"
L8 N00'46'44'E 84.28' L I i C31 323.50' 91.73' 91.42' S81'07'22"E 16'14'44"
L9 N45'45'16"E 22.23' rn
L-L10 N00'45'16E 47.00' -----115.00-------�J w a L--------116.08--------J L - C32 20.00' 25.67' 23.94' N36'13'45"W 73'32'29"
L11 S46'02'39"W 29.58' 1 i-T--_-N89'14'44"W----- i w - W i------N89'14'44"W------
LO
L12 N45'45'03"E 22.25' 0 � i o 00 U
01 y 0 z �t Q
L13 S44'14'44"E 25.73' o 0 36 i o W o1 i0i
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L14 N28'42'53"E 19.04' 1 i m i i m i O PI
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L15 N44'25'05"W 19.74' L-___ _J
115.00 ----__
L16 N12'00'00"W 17.26' I r-------N89'14'44"W------- i L------- 116.61' -------
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L17 N12'00'00"W 17.26' i i ----- N89'14'44"W-------I L - -
L18 N12'00'00"W 17.26' 1010 i o i I
o
L19 N43'48'18"E 19.04' IF, i 35 i � 00 i 01
II- I a,
Ir-Ti - 10.0' ; � I �-------115.00'-------J1 23.50' 23.50' i
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r------N89'14'44"W------ iv j 10.0'�
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L--N89'14'44"W 111.27' ---� L o 00' i 11 U 00'1 0 U)
Cq 12.00' 33 16.97' ���, 0 N a, OJ 001 � C yTF \pQ �2
m i I OF
S89'14'44"E 99.27' 10.0' i 3 'LTCN W HP
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4 L-------117.68--------J S89'14'44"E 138.50' CLINTON W. HANSEN, PLS 11118
- - - - • r------N89'14'44"W------ NE. HILL PARK ST. LAND SOLUTIONS
m O231 E. 5TH ST., STE A
� S89'14'44"E 96.81'
� I I N
p l0 67 7' I MERIDIAN, ID 83642
z 0 22 �'`� o of SHEET 2 OF 5
N 115.00' 7.s1' a0o ; 12 0 50 0 25 50 100
r------N89'14'44"W------, �
I
SCALE IN FEET
Io i o L------- 118.21---------J 1"=50f 6aileyEn ineerin Inc.
� i 23 0 F-------N891444 W------� NOTE: 1
SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD
MATCH SHEET 3 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
LEGEND CENTER VILLE SUBDIVISION NO . 2
SUBDIVISION BOUNDARY
EASEMENT LINE (SEE NOTE 1)
EASEMENT LINE (SEE NOTE 9)
- - - - - - - - EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
- - - - - - EXISTING PARCEL LINE
OLOT NUMBER
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118
MATCH SHEET 2
0 FOUND 5/8" IRON PIN WITH
PLASTIC CAP, PLS 11118
OR AS NOTED 1
" 0 1 L--------118.21----------�
0 FOUND 1/2 IRON PIN WITH 50 0 25 50 100 101 1 1 0
PLASTIC CAP, PLS 11118 1 4 1 23 I o 1
r-------N89'14'44"W--------
1 j0 1
• SET 1/2" x 24" IRON PIN SCALE IN FEET ; I
WITH PLASTIC CAP, PLS 11118 L------- _-J 1
1 =50 115.00------ , o ; o
ACHD STORM DRAIN EASEMENT 1 r------N89'14'44"W------- oo 1 13 ql
SEE NOTE 2 i 10.0' 1 I 00 i So-
10i 0 0 �1 > I 10.0,
0
I� 1 24 t o ^ Q 1
1 co I O 10 L-------- J
co 118.75'--------
O N O O
M N I i i MI W ------N89'14'44"W------J
13 ------- w - I
M 115.00'-------J io lL I
1 r------N89'14'44"W------ in
W 1 Lo 1 Q 1
ioo
1.08' 41 0 o m1001m L 0
IO1z ol
IcoI p l D I J 1Zc� oo l 1 m � 1 1 �10.0'
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�-------115.00'----J--J L--------119.29'-----
23.50' 23.50'
DETAIL A I r------N89'14'44"W--- 1 ------N89'14'44"W---
SCALE 1"=20' i 1 1
I I 1 0 1
1 1 - CD
1-0 I ►�
15
I 1 1 I 1 01
F---�10.0' 1 i i 00
I
L--------115.09'---C15- • �
------N89'14'44"W-------I
1 U\1 --N89'14'44"W 115.21'---J 1
1 i
L3 loi \ �'��C�2 16 14.00'
� 50� � �, � - - - - - - -
-►_? 23' L17 I P 1� 1 ��6, \ S89'14'44"E 89.93 �I
• --___-- --- J L16 • 16.7� I 0 _ __ __ _ _ _ S89"14'44"E 459.94' 1
1 _- \ N89'14'44"W 90.08'
00 ,n N I 72.00 75.00' 75.00' 75.00' 75.00' 87.94' S7g 51'36" L14 W. MACUMBO ST. 0
----------- E ---__
1 N c� U r- i ------------ ----------- r----------- r ------------I r-------------- r-- 84.51' S85'13 26„E
1 11 I
S89'14 44 E 90.24 NI
o • 28 BLOCK 5 I I I I I I ---_ -� �1
1 6 0' 8.0' SEE NOTE 5 1 I 1 1 1 1 I I I 1 ---- _ S C
3 1 1 04 1 1 1 o r-------- S , 1"
e 102.11 13.08' N Q 0 �� , - - - - - - -
M cV i N89'14'44"W I `� 3 ai I 0
00 N I 1 ;,� 1� 0 I 1 / / �s• F 37 0
p) 1 12 8.0' SEE NOTE 5 - ao I F- o cO 0 co -0 io � io 1 3 / / �� uil
. N N 1 I 1 N p w W I O O o - O a N / / M
;� rn 100.16 0 29 0 � 30 0 � 31 L O O o � O / " I .
_ �o T 0 32 0 33 0 34 00 0 �, / > s89.14 44 E m
N89'14 44 W I co a io 1 o 1 o - o O o ,v^ o ,i i17
Z r 1 1 1- Y :- � O i o ; o .o ----69.45---�
I 13 I o w 1 U ;n i i N 1 cn 1 cn 1 N 1 0 35 0 o i /' 1
ri I O I 'o 0 0 � 1 1 1 1to
r7 i 10.0' 1 �,' o H e o I I I I 1 1 1 1 i i� c� /'
N89'14'44"W 97.71'J N � N z o i i i i 1 I I 1 I 1 1 i 2 O •^� ,' I 1
p
• 14 1.08 Q O fN N=5.0' J L_ J L_ // 1-_-__ - -__ ___________� �_1__________-j �__-____-__-_� �__-_ _ 1 I / O O �p p
O 67.13' �� w z I �� ------
/
• Q S 72.00 75.00 75.00 75.00' 75.00' 19.70' C25 J �-- _ i ^ 1
N89'14'44"W M o M N89'14'44"W 391.70' in C26 C24_15.00' J� %�S o =ryo ���a���`1' i ��S4 - - - - - - -
t o N N S89'14'44"E 465.70' N
38 1 0; o
1� _ • - • - - - _ _ _ _ _ _ E. RINCON DR. ; /' ; N
N 15 O M 36.50Lq
429.20' - - - - - - - -o-- - -C4� - N,3000� w6 41'
67.13' J N - N S89'14'44"E 465.70' �-25.0' 26.6'�- --�N �� 71 4j' C22 C ��/
85.00' 80-- 80.00' 80.00' il
80.00' 80.00'- -47.82' C29 31 N�3 00 p - 2� �\ 10.0'�
--------- --- -------------� ------------- _
W I I I I 1 1 1 1 1 I 1 1 424.6' r_� 04j, • �, C) -jLo
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1 1 1 1 1 z 1 0) . � 0) 1 0
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1�5.0' 1 1 O I I I I I I 1 I 1 N N �QN �1 - N W. C`
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I I 0 O t0 comp 0 1 0 1
1 1 1 1 1 1 1 I 1 1 i I CLINTON W. HANSEN, PLS 11118
1 1 1 1 1 1 BLOCK 6 1 1 I 1 I 1 1 z z 1 z i LAND SOLUTIONS
• �-- 85.0-0'- - I --80.00' 80-.0-0' - 80.00' -- 8-0.0-0' 80.00_' I
N= L - __ -�-_-_- 231 E. 5TH ST., STE A
_ _ 90.01' 131.53' _3.50 -3 131.50
N8927'35"w 885.05' -- - MERIDIAN, ID 83642
I � SHEET 3 OF 5
JI
! ! ! ! ! alley Engineering, Inc.
NOTE.
SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD
SEE SHEET 2 OF 5 FOR LINE & 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
CURVE TABLES. EAGLE, ID 83616 www.baileyengineers.com