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CE'NTE'RVILLE SUBDIVISION NO . 2 ``' Z
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LEGEND w
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SUBDIVISION BOUNDARY M Z
- - - - - - - - EASEMENT LINE (SEE NOTE 1) LLI a00
STREET CENTERLINE Curve Table -j U o
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Curve # Radius Length Chord Bearing Delta J
LOT LINE Q
- - - - - - EXISTING PARCEL LINE C1 53.50' 84.04' 75.66' N44'14'44"W 90'00'00" W
C2 53.50' 84.04' 75.66' S44'14'44"E 90'00'00"
O LOT NUMBER L9 _ __ 11 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'
------------- -
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SET 5/8' x 24" IRON PIN F- / C4 347.00' 98.39' 98.06' N81'07'22"W 16*14'44"
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WITH PLASTIC CAP, PLS 11118 0 BLOCK 1 %i % i I C5 1 123.50' 27.49' 27.43' 1 N05'37'22"W 12*45'16"
, , „ , „
1 I C6 77.00' 4.08 4.08' S87'43 46 E 3'01 57
0 FOUND 5/8" IRON PIN WITH 1 o ifl io C0 ,
PLASTIC CAP, PLS 11118 11 O r-
OR AS NOTED 00 O 0 o O 0 � O o0 o O C7 77.00' 53.84' 52.75' S66'10'58"E 40'03'38"
O FOUND 1 2" IRON PIN WITH 1 O I O ^ 1 0l '
/ 1 N N = C8 77.00' 30.19 30.00' S34'55 09 E 22'28'00'
PLASTIC CAP, PLS 11118 1 i 1 1
1 I I C9 77.00' 32.85' 32.60' S11'27'57"E 24'26'24"
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• SET 1/2" x 24" IRON PIN ------------- __-_------C6 L_ I C10 77.00' 120.95' 108.89' S44'14'44"E 90'00'00" CHECKED BY:
WITH PLASTIC CAP, PLS 11118 0.00' 70.93' j - DAVID A. BAILEY P.E.
ACHD STORM DRAIN EASEMENT S89'14'44"E 136.00' C.> �� J C11 30.00' 16.88' 16.65' S15'21'40"E 32*13'51 DRAWN BY:
\✓ �'��/ I C12 30.00' 30.25' 28.98' S60'21'40"E 57'46'09" JCM
SEE NOTE 2 E. W00DMURRA ST. �3N89'14'44"W 136.00' • �O � N ' C13 30.00' 47.12' 42.43' S44'14'44"E 90'00'00"
L7N S89'14'44"E 136.00' C14 30.00' 47.12' 42.43' N44'14'44"W 90'00'00"
64.00' 64.00' �� I
1 r- N C15 77.00' 3.77' 3.77' S00'39'00"E 2'48'32"
--------
r----------� 0
(pl i 8.00i C16 77.00' 62.21' 60.53' S25'11'53"E 46*17'14"
J i o i 1 1 23.50' 23.50'
� 1 • O I I C17 77.00' 54.97' 53.81' S68'47'37"E 40*54'14"
1_ I cD I c0 I I
I� 41 0 40 O 39 - - C18 77.00' 120.95' 108.89' N44'14'44"W 90'00'00"
� 1 I
1 I O °' O M 1 1 C19 67.00' 12.09 12.07' N04'37'36"W 10*20'09" z
O I O L------- �
l i 0 i N i � 115.00'-------
C20 67.00' 45.28' 44.42' N29'09'12"W 38'43'03" o
1 1- -5.0' 1 0o r-------N89'14'44"W------ v
I 0
Line Table k46
--_-__-- L--_--_-__-- 1 I C21 67.00' 16.04' 16.00' N55'22'11"W 13'42'55" w
00 64.00' 38.00' � 1Line # Direction Length 1 1 1 C22 67.00' 12.60' 12.58' N67'36'49"W 10'46'215 S89'14'44"E 115.00'-- i� I p w
L1 N48'46'35"W 23.11' I 1�xx i O7 i �I C23 67.00�xx ' 86.00' 80.21' N36'13'45"W 73'32'29" W a
1 I z 1 I DO N O
L2 N80'00'00"E 100.06' 10 i O o I i C24 370.50' 54.68' 54.63' N77'13'41"W 8'27'21" w
L3 N78'00'00"E 63.71' I ri
`° i co I i i - - C25 370.50' 50.37' 50.33' N85'21'03"W 7'47'23" � Z
I
L4 S08'52'36"E 30.74' I 1 I40
115.55 -------- C26 370.50' 105.05' 104.70' N81'07'22"W 16*14'44"
1 L-------115.00'-------
------N89'14'44"W------
L5 N89'14'44"W 51.00' i C27 147.00' 32.72' 32.66' N05'37'22"W 12'45'16"
r•------N89'14 44"W------ I
1 10.0' 1 i „
L6 N00'45'16"E 142.00' 1 i 1 C28 100.00 22.26' 22.21' N05'37 22 W 12'45'16
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L7 N89'14'44"W 14.93' to i "o0 0 $ i 0� C29 323.50' 42.31' 42.28' N85'29'57"W 7'29'34"
1 37 I 1 I •
L8 N00'46'44"E 84.28' I� i or -co ^ i i r- C30 323.50' 49.42' 49.37' N77'22'35"W 8'45'10"
1 i LO
r w I I 0
L9 N45'45'16"E 22.23' 1 1 M > i I I C31 323.50' 91.73' 91.42' S81'07'22"E 16*14'44"
L- N Q L------- J L Z
L10 N00'45'16"E 47.00' -----115.00'------ w 1 116.08 ------- C32 20.00' 25.67' 23.94' N36'13'45"W 73'32'29"
L11 S46'02'39"W 29.58' 1 i-i----N89'14'44"W----- w W i------N89'14'44"W------�
I 1 O M �
L12 N45'45'03"E 22.25' o I o 00 1 U
L14 N28'42'53"E 19.04' (0 1 U 36 i o Z W 00 1 i 0 Z
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L15 N44'25 05„W 19.74 1 1 m I I m ^ 1 O 1 ICI 0
1 I 1 1
I
L16 N12'00'00"W 17.26' L-------115.00'-------J i I
L17 N12'00'00"W 17.26' 1 r-------N89'14 44"W------- 1 116.61' -------
V / JL18 N12'00'00"W 17.26' 1 i r-------N89'14'44"W-------1 L - -
I 1 I I
L19 N43'48'18"E 19.04' 101 1 0 1 I >
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I O O I I Q
I---�--10.0' i � i �Q
1IL 1 I I 1 r-
L------- ---I I 1 W
115.00'----- 23.50' 23.50' 1
r-------N89'14'44"W-------i i14 10.0'�
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I 1 "C14 � L--------117.14' -------J L LA
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IN 100 N89'14'44"W -----� SNPISTF OSG
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1 I 34 i 0 r- ; i H - - �' F'G RF I �L
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5.28 I o of 7 0- 1 1 1 18
1 1 --N89'14'44"W 111.27'�---� Lo 0 00. 1 11 U i C0 � N�
�! 12.00 33 16.97' ti z N a° i OJ °°I C'�jiL)TF 0 F
I 1 10.0' m i 13
M S89'14'44"E 99.27' pN W. \A
1 I O
1'J rE"I _ S89'14'44"E 138.50' L-------117.68'-------J
a - w CLINTON W. HANSEN, PLS 11118
E. HILL PARK ST. • r----- N89'14'44"W -----� N LAND SOLUTIONS
L O 231 E. 5TH ST., STE A
� S89'14'44"E 96.81'
p 1 1 I N MERIDIAN, ID 83642
Z 1 L115.00'
22 79v� ofSHEET 2 OF 5
N ,7.81 0 1 1 0 50 0 25 50 100
1 1 00)
r- 89"I4�44'-'W-
- .............. z W
F ; i SCALE IN FEET
I i LIo1 _-118.21--------- 1 =50'
1 o40 6aileyEngineering,
Inc.
�r o �------N89'14'44"W------ NOTE: o
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1 i SEE SHEET 1 OF 5 FOR NOTES. CIVIL ENGINEERING I PLANNING I CADD W
MATCH SHEET 3 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 ' `
EAGLE, ID 83616 www.baileyengineers.com U
DATE:
10-18-2023
PROJECT:
TOTAL # LOTS: 48 C2023-002
THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET
FOR REFERENCE PURPOSES ONLY. FOR EXACT
INFORMATION REFER TO THE RECORDED PLAT OF
CENTERVILLE SUBDIVISION NO. 2. 2s2