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J 16 15 W. FRANKLIN ROAD AVANI SUBDIVISION NO. 1 BOOK , PAGE
PLS 2018016068 CP&F14221
201 LOCATED IN THE SW114 OF THE NW114 OF SECTION 15
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T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY J
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NI/16 CORNER
EASEMENT N0. 1, SEE NOTE XX L �
o NO CAP �
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M Q LEGEND PLS 3624 O - " o
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W I z r N 89°17'00"W 178.06' (�� - SUBDIVISION BOUNDARY LINE ■J FOUND ALUMINUM CAP m
I o I LOT LINES N FOUND BRASS CAP L
LLJz I o - CENTERLINE OO FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED i u
31'OFF SITE SEWER/WATER i - _- S 89_17'00"E 239,17' YYY
• -- - • ZERO LOT LINE SET 5/8"REBAR/CAP PLS 11574
� EASEMENT NO. 2,SEE NOTE XX � �� s� 42' ,
• SET 1 2"REBA
Gu o0 cf) 47 ----------- PUBLIC UTILITY, IRRIGATION AND / R/CAP PLS 11574
DRAINAGE EASEMENT
i L23 \g I`c I J CALCULATED POINT
w N ���N�� I 8.00' o 0 1 LOT NUMBER
x I J 5 ° o S 89°17'00"E 108.17' (T ACHD MASTER STORM DRAIN EASEMENT-SEE NOTE 12
74.43' w i 3 • _ - 89 17'00 E 309.00 �: � � • - - •
\ / C,^ �' - - - - -- - - • ° w 44.17 32.00' 32.00' ' 0 0
o S 8901700"E 142.89 _27.00� 28.00' 28.00' 2s.oo' 2s.oo' 28.0_0' 28.00' 28.0_0' 2s.oo' 28.00' 30.00' �BLO�IC 3, r r -I - I W N N
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I I I c6 c6 I I o o M o 0 0 N N
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z I S 89 ---"E 115.59' I h 15 I I o 14 0 13 0 12 0 l l 0 10 0 9 0 8 7 6 - 5 'S o �n 3 0 2 0 1 O I CURVE TABLE
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z "� ~ o ' I I� al I� I 1� o 0 o I loo 0 1 =
W ------ ti 116 O M M M M M M M I IM iy I I- I O I O I IM I IM �I
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I v ao I I o o I I o o I I o o I I°o o I I° ° t o o I I o "3;2�O�0'
O CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
p a' I ooI I b I o °o ° I Io o Fn to 0 1 Io 0 o O o o I o
col 25 I 1 v 15.5'15.5 o O ---3 L�-- -- L�-- ----1 L�-- --J 0 -- ---1 L�-- --3 0 o I I Cl 35.20' 385.00' S 1418" N 75 02 54"E 35.19'
--3-� --- C2 144.89' 453.00' IS°1933" N 81°3532"E 144.27'ULn
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•_ rp 35.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00, 28.00' 30.00' 239.17' 44.17' 32.00' o o z
r-----------C17C4 8.52' 65.50' 7 27'23" N 85 33'19"W 8.52' -LL' I I I C17 10\ �n
o o I I ry c6 uj 673.43' `^ 3
O i I col 24 1 ° •-� _ _ _ _ _ W. BISCUITROOT STREET _ S 89°17'00"E 707.34' _ _ � - - _ ui i5.50' C5 29.46' 65.50' 2504556" N 6805639"W 29.21' , p a-
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w 1 S 89 17'00"E 1i3.00' I u; 521.64' in 185.70' STREET 15.50' • C6 20.61' 65.50' IS 0133" N 47 02'S4"W 20.52' Q 1
z o L-------------J I 442.14' Lri136.70' C7 44.30' 65.50' 38045'08" N 1803934"W 43.46' v~i z o
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35.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 35.00' 40.00' 0 96.00' 7 ✓� �� a • CS 78.54' S0.00' 90°00'00" N 44°17'00"W 70.71' o w J 0
BLOCK 1 1 O -X-X X zL� JS 11 L1 GL/ -� L 1 L - _�!�!- �- • - _ _Y-Y- \ 7 6.00' 40.70' 5 u, Q
23 o N I _ O1 LL ��� .°; L1/- - L C9 54.19' 34.50' 90000,001, N 44°17'00"W 48.79' I rnK o5 IMIIr--- 1 r-- -- -- -- , r--�� r--�� r--�� ----� r----o--------� r------------- ~ o o j oL_ S89°1T00"E 113_OOJ N oo ofS 89 1T00"E1i4.00'1 28' 28' S 89°17'00"E 114.00' C10 4.3T 34.50' 7 15'37" S 85 39'll"E 4.3T cn
N ,7I I I I I I I I I I I I I I I My I I I o f I o o j jo i Ci l 49.82' 34.50' 82°44 23" N 40°39'11"W 45.60' ^ o U z
r-------------- C7I y I I y I I y I I I I I I I I I I I I I I 6 I Ko 0 1 0 1p �I 6 I I C12 55.53' 284.50' 11°ll'02" S 09°30'34"W 55.45'1 Imo' I �I I �I I �I I �I I �I I �I I �I I 0 d�j1 0 1l ° °
Pao E-4I o 1 1S 89 1-- E 114.00'I I I S 89 17'00"E 114.00' 1 C13 75.18' 300.00' 14 2130" S 07 55'20"W 74.98'
22 0000 f I o f I o f I o f I M I �_____________J I fzl -------------10 I 17 0 l I 16 0 l I 150 1 1 14 0 l I 13 l I 12 l I 11 l I 10 l I 9 �-+I � � C14 79.21' 315.50' 14023'05" S 07°5432"W 79.00'
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f I o f I o f I o f I o f I o f I t o io1 1 k� io I to I C16 38.11' 315.50' 6°55'l6" S 0403634"W 38.09'
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I I I _____ S 89 17'00"E 114.00' 1 o C17 2.38' 315.50' 0 2556" S 00 5558"W 2 38'
c61 21 1 �� p I N o�j N I I I 1 IBLOCKI 1 4 I I I I I I I I h� 3' 1 N N L ----_J - O
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U W 1 o S 89 17'00"E 113.00' rn M w S 89 17'00"E 294.00' ---- I BLOCK 4 I r
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_ I o o BLOCK 3 I o ^ C19 117.78' 315.50' 2102324" N 13005'44"E 117.10' w I
---- 1 o ti O = o I N 0 o I r --- I o I I 35.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 35.00' 0 8 0 , I r 0 1 ; ��I 1�o a 8 �0 1 C20 105.30' 284.50' 21°i223" S 13011'15"W 104.70' °C
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� w of 20 I o ° I I I I I I I I I I I I I I I I I I d L-------------J L_____________J < C21 47.85' 315.50' 8°41'21" S 1902645"W 47.80' I
e1 I c61 I �co o f I I - I I I I I I I I I I I I I I t o 0o r------------- ui o I DESIGNED: C. GRAHAM
O MI o 0 0 0 0 0 0 0 0 - r------------- O C22 31.64' 284.50' 6°22'19" S 05°46'12"W 31.62' I
S89°17'00"E 113.00'I M I z l of I of I of I of I of I of I of I of I t o of 1 1 I o 0 0 0 O M L-------------J I r�I I M I I M I I M I I ri I I c+i I I j I I I I I z of I Do o f I 3 to C23 69.72' 315.50' 12 3943" N 17 2T34"E 69.58' DRAWN: L. HAASE
W o _ I I �I "I I I 3 to a IM
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o S 89 17'00"E 114.00'1 I S 89°17'00"E 114.00' I'n o CHECKED: C. GRAHAM
N O z of 1 0 1 1N III III III III III III III �11 I L--------------J
O M 19 1 i>0 1N 19 = 1 1 20= 1 1 21 = 1 1 22= 1 1 23= I I 24 = I I I I o �-------------J o
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I p L____° 13.00'1 1 M I I M I I o 0 oII o f 1a I 1 I �_ I APPROVED: C. GRAHAM
S 89 17'00' E 1 rv,I I
J I d I I I I I I I I v I I M I I M I I M I I I o f I o ui o I I UNPLATTED
OI __ I ooI I of I ooI I of of of of I of I I 61
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z j I �I I �I I �I I �I I �I I �I I �I I �I I ' I �I S89°17'00"E 114.00'I w v 1 j o I�
S891---E 114.00' I ' PREPARED FOR:
of 1 L-----� L---J L---J L--_J L---J L---J L---J L---J ---� --------------J 28' 0 28' -- .00' 1
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p0 I _-_S 89°17'00"E 127.42' \ � 0 1F 1 "\96.00' 0 40.70'
ZZ) W. MINARET STREET S 89°17'00"E 654.34' � z "' 136.70' I PO BOX 593
w C) 17 �6 - ,- - - - - - - - - _ _ _ _ ��'- _ �_ W. MINARET STREET 15.50' I EAGLE, D 1 Y • I G , 836 6
O / `6 425.64'471.64' �n 182.70'
1 �' S 89°17'00"E 132.00' l I 130.14' 15.50'
��` s 64 29.50' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00 1ti % • •
Z I 54.00' _4_0.00'_ 38.00' r. L�1 L _v_ _ _=\L_ =y=- _Y_ x�� _x_ _ x _ LL �' - 40.00' 38.00' 38.00'
x -x-x-BLOCK 1� I------1 14.14' _ __
--- d �o rn v �o rn 28' 28' 14.14 ----- �- r-, �
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J I I 1 I of I +I I �I I NI I NI I NI I NI i rnI I O11 I� of I of 1 N I o1 W I I 3' �I 3 I BLOCK21cy
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I 1 1 I I 1 J �_ J L----J L----J L----J L----J �---_J L----J L----J L----J L-----� I L-----� L----J Lz---JI
1 1 1 �-____ 1 L_ L 38 20- 38.20' 38.00' 38.00' 38.00' 38.00' 38.0 38.00' 38.00' 38.00' 30.Oo' 30-- 38.00' 38.00' _ S 89°14'42"E 426.42'
U L 40.20' J 38.20 38.20 ti3 I •
S 89°14'42"E 334.00' \ o __ __ -- --
li o 193.00' _ - - - - _ _ _ _ _ 28.00' • 28.00' S 89°14'42"E 106.00' _- _ - - •
O I S 89°17'00"E 54.00' N 84 52'35' E 1 - - - _ - - - - - - - - - - - - - - - - - - - - - -
29.50' �
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16 I 50.00' I _ _ _ - - - _ _ - - _ _ - - C2 S 89°14'42"E 251.95' � N 89°14'42"W 556.60' � w w _ _
W. GRAND MOGUL DRIVE S 89°14'42"E 844.97' 20.50' o O J L.IJ
O S 89014'42"E• 195.85' _ 1 131.64' �- - -��•� - - - - - - • - - - - - - - - - -
--- - -
ol5 P. - �_ _- -- __ -_ __ __ __ -_ -- -- - 945.2T - - - - - - - •N
1/4 CORNER W. VILLAGIO WAY RIGHT OF WAY TO BE DEDICATED WITH THIS PLAT -- - -- -- -- 12.00'
w PE 1811
N 89014'42" W 1272.76' CWI/16 CORNER (/')
CPF# SEE SHEET 2 OF 3 FOR NOTES AND LINE TABLE Lu
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REFERENCES SURVEYOR'S NARRATIVE 2030 S. WASHINGTON AVE. 0
z R1) RECORD OF SURVEY NO. 11965 SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE �Qs EMMETT, ID 83617 -
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cn R2) RECORD OF SURVEY NO. 639 SUBDIVISION PLAT SHOWN HEREON. tS' Z z
= R3) RECORD OF SURVEY NO. 969 1CF'N`S D
ti (208) 398-8104
R4) RECORD OF SURVEY NO. 6184 THIS SUBDIVISION IS A PORTION OF RECORD OF SURVEY(ROS)NO. 119651 ADA w FAX (208) 398-BIOS
LL
Lj R5) RECORD OF SURVEY NO. 7623 COUNTY RECORDS. THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF �
R6) RECORD OF SURVEY NO. 101636 BEARING FROM SAID ROS NO. 11965. THE SECTIONAL MONUMENTS AND THE per,, 11574
Q SCALE R7) RECORD OF SURVEY NO. 11258 FOUND BOUNDARY MONUMENTS FROM SAID ROS WERE USED TO DETERMINE THE t &/2.0/24�
60 0 30 60 120 R8) I.T.D. R/W PLANS-INTERSTATE 80N, PROJECT NO. 1-80N-1(12)37 BOUNDARY OF THE SUBDIVISION AND WERE LOCATED AS SHOWN ON SAID /'� �, l
R9) WARRANTY DEED INST. NO.XXX RECORD OF SURVEY. °r���B AGy�� Z-0n,11 �u/l/eyi/7�� 1-1-C WWW.SAWTOOTHLS.COM
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Ld (FEET) SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
U) 1 INCH=60 FT
1 OF 3 6/2024 AR JB 123135 123135-FP
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N CSW PROJECT NO. 19005
DRAWING DATE 07/12/2024
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