HomeMy WebLinkAboutApproved final plat 91 10 W. _F_R_ANKLI_N__ ROAD AVANI SUBDIVISION NO. 1 BOOK , PAGE
16�15
221
PLS
&F 2018016068 LOCATED IN THE SW114 OF THE NW114 OF SECTION 15,
T. 3 N., R. 1 W., B.M., CITY OF MERIDIAN, ADA COUNTY
co
m 2024
I
N1/16 CORNER
NO CAP
o --- -__ S 89015'10"E 1321.53'
--- --- --- --- ---
--- --- --- --- ---
--- --- --- --- ---
--- --- --- --- --- _
IL S 89°.01' E NW1/16 CORNER '
-------------------------
0 0 l j 31.01' I
LEGEND PLS 3624
o1 I UNPLATTED CP&F103095844
I z r a 700"W 1------------� I -- SUBDIVISION BOUNDARY LINE % FOUND ALUMINUM CAP
N 89 17'00"W 178.06' I I -�
ci I 1 LOT LINES S FOUND BRASS CAP
M I 31.5'OFF SITE SEWER/WATER i v - CENTERLINE OO FOUND 518"REBAR/CAP PLS 11574 OR AS NOTED
EASEMENT NO. 1,SEE NOTE XX C� • S 8901700"E 239.17'
- -- -- -- • 0 0 0 0 ZERO LOT LINE SET 518"REBAR/CAP PLS 11574
31'OFF-SITE SEWER/WATER EASEMENT NO. 2,SEE NOTE XX o 42' ----------- PUBLIC UTILITY,IRRIGATION AND SET 112"REBAR/CAP PLS 11574
o o DRAINAGE EASEMENT
o rq CALCULATED POINT
%,6 o I J 1 LOT NUMBER
- -- - O o 0 o S 89_17'00"E 108.17' `/�1 ACHD MASTER STORM DRAIN EASEMENT-SEE NOTE 12
v i ?v-,,127;7�-170
S 89°17'00"E 309.00' z � - • . ` -/ 2- -- - - • 44.17' 32_00 32_00'S 89°17'00"E 142.89' 28.oo� 28.00' 28.0_0' 2s.oo' 2s.oo' 28.oo' 2s.oo' zs.oo' 28.oo' 30.oo'
-- -- -- _ - _-- _--- --- --- --- ---- - _ BLOCR3 0 0
• • N ro o ro o ro o ro o �'o o o o ! I I o I I o I _ ACHD SIDEWALK EASEMENT SEE NOTE 14
------- ------- • BLOCK 5 10 0 - -
20.00' 122.89' 7 -I 1 1 0 O I I o o I I o o I I o o I - 4 o o I I co I I co 1 0
01 I •I I Irn rn I 1rn rn 1 1rn rn I 1rn rn I 1rn °p t o O v "� o I
o f 1 n ti O I9, 3' �I I I I I I I 3' O1 1 oo M o ( o I I I I I I u
° O I I I I I P.O.B. POINT OF BEGINNING
�I 2 I (� h h �9' I I I� I I� I I� I I� I I O1 `t o O
I o I I ti I I, - I I, I I, I I, I I_ I o z I I= I I= of ti
S 89 17'00"E 115.59' I h 15 I 1014 0 13 0 12 011 0 10 0 9 IIo 8 7 1 1 0 6 0 5 o "' 3 1 10 2 IIo 1
o I Io 0 1 10 0 0 0 o I L0 o CURVE TABLE
116 00 �� I IM M al I;� I Ire ,� I IM I I� t o I o I lrn I I M of
r--------------I Ci C� ; o I I o o �1 t o o I I o o I I o o I I v vM I o o I to I to �I
1 0 I I o0 (0 MI t o o I I o o I I o o I I o o I My I I o I I o IIo CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
I to o ° I I� I I� II o 0
I
o f 25 1 1 rn o I I Ln
til t o o I I o O I I o o I o o I I I I 1 Cl 35.20' 385.00' S 14'18" N 75 02'54"E 35.19'
I� I MI I U 15.5'15.5 I O ---3 I-�-- -- L�-- Ln--J I-�-- --J L�-- v_)--J Lam--- _Ln --3 0
I S 89°17'00"E 113.01'I 1 I _ cn v�__3_� ___ �_3'J o C2 144.89' 453.00' I8019'33" N 81°3532"E 144.27' I
L-------------J �X �x -x- x� x -�- -� -\7-\T sr-Sz- o C3 102.89' 65.50' 90°00'00" S44°17'00"E 92.63'
_ 1�p 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' 2 00' C4 8.52' 65.50' 7027'23" N 85°33'19"IN 8.52'
I n
ui
of 24 C17 I �� •t06 - - _ _ W. BISCUITROOT STREET S 89°17'00"E 707.34' 673.43' C5 29.46' 65.50' 2504556" N 6805639"W 29.21' co
IN
o I MI ° I M �- En - - - - - - - - _ _ _ ti W. BISCU_ITROOT 15.50' • C6 20.61' 65.50' IS°01'33" N 47°02'S4"W 20.52'
S 89 17'00"E 113.00' I 442.14' S21.64' 185.70' STREET C7 44.30' 65.50' 38°45'08" N 18°3934"W 43.46'
o L-------------J "' LS 136.70' 15.50'
z F'' I r-------------1 I � 35.00 32.00' 32.00' 32.00' 32.00' 32.00' 32.00 32.00' 35.00' 40.00' 0 96.00' ~7 ��� �� 7 9�6ti� • 90°00' 44°17'
1 o I BLOCK 1 I o I� _x_�s x x zL� �� �� LL _ _�� LPL u�_ �- 0 40.70' CS 54.19' 34.50' 00" N 00"W 48.71'
23 I I _ - - - - `� - - -Y-'�- LL - _ .°1 L1/ _ 5 C9 54.19' 34.50' 90°00'00" N 44°1T00"W 48.79' o
�I 1 Kc6 d r---_ r---� r---� r---� r---� r---� r---� r---� r---- ------------- I L C10 4.37' 34.50' 7015'37" S 85°39'11"E 4.37' O1'x MI I I M Ln �+ O O O O O O O O o r------------- °o n] I o f I o f I o f I o f I o f I o f I o f I o f I I I S 89 1T00"E 114.00' 6 28' 28' I ° o o co 0
U L_ S 89 1700"E 113_OOJ I I I S 89 17'00"E 114.00' 1 Ci l 49.82' 34.50' 82 44'23" N 40 39'11"W 45.60' ^ o fY, N I Mil I Mil I Mil I Mil I Mil I nil I Mil I cli I I o f I
CZ• I I I - I I I I - I I I I - I I I I I I I o1 6 I o oo� I to I C12 55.53' 284.50' 11°ll'02" S 09030'34"W 55.45'
r-------------- 1 K� v I 6 Io Ci3 75.18' 300.00' i4 21'30" S 07 55'20"W 74.98'
Q' I- I I I I I I I I I I I I I I I I I t o p� 1 Ip I o o
of 1 Pao I � Ip �I I �I I �I I �I I �I I �I I �I I �I I pl �I S89°1700"E 114.00'I I 1 ISS
= 1 1 I I I I I I I I I I I I - I I I -------------II 901700"E 114.00' I C14 79.21' 315.50' 14023'05" S 0705432"W 79.00'
• I 061 22 I of - 1"� o O o 0 0 0 0 o Mi --------------J
� I MI o I �,� �I h 1701 I 1601 1 15t I 1401 I 1301 I 1201 I 11 01 1 1001 I 9 �I
S 89 17'00' E 113.00' - r-------------� r-------------� C15 38.72' 315.50' 7001'53" S 11035'08"W 38.69'
OI L-------------J ui 18 I MII MII MII MII MII MII MII MII I I II Z - TYP I o l l o l l o l l o l l o l l o l l o l l o l l I ool 5 I �o o� I 5 10 I C16 38.11' 315.50' 6°55'16" S 0403634"W 38.09'
r-------------1 N o - I oll olI oll oll oll oll Q) oll I
01 I w I n l o f I o f I o f I o f I o f I o f I o f I o f I t o M1 1 Q6 I I� C17 2.38' 315.50' 0025'56" S 0005558"W 2.38'
o I I I I I I I I I M o 1 S 89°1T00"E 114.00'1 °j 1 "' 1 5 89°1T00"E 114.00' o
of I o = o _ I I I I I I I I L-------------J L---_-- J"� o C18 43.15' 284.50' 8041'211, N 1902645"E 43.10'
ool 21 I Ix� o N O� N I I I I IBLOCKI 14 I I I I I I I I F� 3' I N I o N L_-_-J L-__J L---J ii i 3' � N N r------------- N O o o
W I o ML- S 89°17'00"E 113_00 M o ^� w S 89°17'00"E 294.00' L---J L__-J --_-J w of BLOCK 4 , r------------- C19 117.78' 315.50' 21 23'24" N 13 05'44"E 117.10'
l o 0 1 BLOCK 3i- '� o 0
01 4 I 1�0 o o f I 4 0 I Ln C20 105.30' 284.50' 21 1223" S 13 11'15"W 104.70'
------------1 I 35.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 35.00' o0 8 o M I 1 r I ,r JI I j 0 8 I N C21 47.85' 315.50' 8°41'21" S 19°26'45"IN 47.80'
.-, Ln 01 1 1 - z M r•----� r---, r---, r---, r---, r---, r---, r---, ----� - M 1 S 89°17'00"E 114.00'I rn N 1 1 o M o
I o v "� a L_____________J S 89 17'00"E 114.00' I C22 31.64' 284.50' 6022'19" S 05°46'12"W 31.62' I
[} W of 20 I o l I I I I I I I I I I I I I I I I I a o L_____________J M
co o f o f I o f I o f I o f I o f I o f I o f I o f I t o O r-------------� Cq r_____________ o
S89°17'00"E 113.00'I z l of I of I of I of I of I of I of I of I t o 0 01 1 1 1 �_ o 0 i L-- J I Mil I Mil I Mil I Mil I ri l I nil I nil I nil I I z of I D'o o f o LINE TABLE
LL1 d _________ - rn � � � 3 0 o I 3 Io un I M
e o -__- I I I yI I yI I yI I yI I yI I yI I yI I yI I I �61 I t6 I �1 o r , I 16 t o LINE BEARING DISTANCE
p o I- I I I I I I I I I I I I I I I I I MI o M M I
S 89 17'00"E 114.00'I I o '� L2 N 00 43'00"E 20.97'
z of I o I I^ I I I I I I I I I I I I I I I I of L_____ J LS8917'--E 1 ---- I O o
M I 061 19 I 1N 19 0 l I 20 0 l I 21 0 l I 22 0 l I 23 0 l I 24 0 l I 25= 1 1 26= I I 27 roi I r------------- J
I o 15.5'15.5 I^ I I O o f I I I I I I N Iun L3 N 45 43'00"E 11.31'
M o 011 OII II II O O r-------------
F 1 S89017'00"E 113.00'1 �' I� i�I I MI I i�I I MI I I °
L------ J I d I I d I I d I I d I I I I I I I I I I� I of I o Ln o I I' UNPLATTED L4 S 00043'00"W 56.00,
O ------- o 0 0 0 0 0 0 o I of 2 1 1>O M'h 1 O� 1 2 10 I °
Io I L5 N 89 17'00"W 3.00'
�------------- I olI olI olI olI olI olI olI olli�•� I o oy I I
z _ 1 j l \ I o f I o I I o f I o f I o f I o f I o f I o f I" I �I S 89°17'00"E 114.00'1 w I I S 89°1T00"E 114.00' 1� L6 N 89°1T00"W 6.56'
Cl1 Y L --�J L-_�J L YJ L-_�J L �J L-_�J L--�J L-_YJ L ---J L_____________J 28' o I 28' L_--_--_-__-__J LS N44°15'S1"W 25.45'
I I �I 18 \ 1 C, �`j1 7T T -7\Tt lC7 �T - - V Y -R- �X -R- •p- - _ __ p __ I
7 L9 S 45°44'09"W 25.46'
`r \ �� C9 C10 30.64' 32.00' 32.00' 32.o0' 32.00' 32.00' 32.00' 32.00' 35.00' 40.00' ai 96.00 1 �1� 0 1 fly 1'\96.00' ai 40 7. 0' L10 N 44°15S1"W 14.15'
I S 89°17'00"E 127.42'\ \ \ -
--------17----� u,
0
"' W. MINARET STREET S 89°17'00"E 654.34' z ^ 136.70' Lll N 45°43'00"E 25.46'
�6 - -u, - - - - - - - - - _ _ _ _ W. DON_AHUE STREET 15.q50 °
• L12 S 44 17'00"E 25,46' I
lb
` - 471.64' �n 182.70' L13 S 45°44'09"W 14.14'
k S 89°1T00"E 132.00' O 1. 425.64' Ui I Ln 130.14' 15. �A T
�� S 64 29.50' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' 11 titi LENS ��/ L14 N 42044'07"W 26.17'
54.00' _4_0.00'_ 38.00' r t\L L _v_ _ _ _ _y _ _ -Y_ _X x _x_ x zt L1 `' 40 00' _ 38.00 38 b1I14.14' Z - L16 N 44010'07"E 26.17'
I------� r --� r---- 1 r----, r------� 14.14 -----
I 1 1 1 1 I 1 ^I I I I I I I I I I I I °i I l a a �° °� z8' W 28' '-T-, I 11574
I I I I N I I I I I I I I o I I 3' �i I N Q+ L17 N 42 44'07"W 26.1T
I I rn I o 1 I �6 1 1 N cy �i N I 1 N I I M I I I I M I I ri 1 I n I I o I BLOCK 21 M 4+ (� 6112/24 L18 N 42040'59"W 26.16'
o I I I I I ^I I +I I ^I I +I I ^I I_ I I ^�I I ^ I I o f N /'
cli
I 1 N I I I 1 1 1 1 1 I F �n I p I I I I M I'~ 9 L19 S 45043'00"W 25.46'
L,, I w 1 1 w I I w I I w I I w I I w I I w I I w I I w I I w I I w I v L20 S33°56'i9"W i9.37' I
I w I I w I I I I o I I o I I of I of I of I of I of I of I of I of I of vr, o I I I w I I ^' 11 ��^/16 LL I 1501 I 1401 I 1301 I of I MI I of I of I of I of I of I of I of I of I oI w
I I MI I 5 4 3 2 10 I � ip I - 2 I1= 4 F� Gy
o I o f 12 M 11- 10 9 MI I 8 MI I 7 �I I 6 MCI I �I I MI I MI I rnl W I o I l 0 3 I I W 11 BE
j I ti o 1 0 1 I M I I �1 I a l l o l l o l l o f l o f l o f l o f I o l I d' a' �1' o O O
1 I I o 0 0 0 l I o l I o I ✓� C7
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o f 01 I I z 1 I z l I I I I I zl I zl I zl I ZI 1 zl I zl I zl I zl 1 I z 1 z1 I I I I I I I I I I 3' I I I I I I I I I I I U1 I o I Io I Io Ilo I
I I I I I I 3' BLOCK 1 I I z I l z I I I
I I I 1 1 J I-----J L----J L ----J L ----J L ----J L ----J L----J L----J L ----J L----- z
__J L---, 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 30.60' L-----J L_-__- L___-J �
--- -j 1---- L 38.20' 38.20 38.20 3 I
I 38.20 ° �� 30.00' 38.00' 38.00' • -_ _- -_ _- S 89014'42"E 426.42_ --
-1 -- -- 2 -
40.20 - - - - - - S 89 1442"E 334.00'- _ - - v - o - - - - - - - - - - - - - - - - -
N 4°52'35"E 193.00' 28.00' • 28.00' S 89°14'42"E 106.00' •
S 89°17'00"E 54.00' 1 _ I - - - _ 9.50'
Q) o
1 0 -
50.00' I C2 S 89°14'42"E 251.95' N 89°14'42"W 556.60' O1
16 S 89°14'42"E• - - - - - - 195.85' - - - - Cl - �) - - - - - _ _ • _ DRSW-14'42"E 844.97' 20.50' I o
W GRAND MOGUL
_ - 131.64' - - - -
15 P.O.B. - - -- ---0� -- -- -- -- -- -- -- -- -- -- - 945.27, - - - - - - - - - - - - - • c)
114 CORNER W. VILLAGIO WAY RIGHT OF WAY TO BE DEDICATED WITH THIS PLAT -- - -- -- -- - 12.00'
-- -- -- -- -- -- -- - --
PE 1811
N 89°14'42" W 1272.76' CW1116 CORNER o
CPF#
SEE SHEET 2 OF 3 FOR NOTES CPF#2019-073481
REFERENCES SURVEYOR'S NARRATIVE 2030 S. WASHINGTON AVE.
R1) RECORD OF SURVEY NO. 11965 SAWTOOTH LAND SURVEYING WAS REQUESTED BY THE OWNERS TO PREPARE THE EMMETT, ID 83617
R2) RECORD OF SURVEY NO.639 SUBDIVISION PLAT SHOWN HEREON. �� (208) 398-8104
R3) RECORD OF SURVEY NO.969
R4) RECORD OF SURVEY NO.6184 THIS SUBDIVISION IS A PORTION OF RECORD OF SURVEY(ROS)NO. 11965,ADA �/T T FAX (208) 398-8105
R5) RECORD OF SURVEY NO. 7623 COUNTY RECORDS. THE BASIS OF BEARING FOR THE PLAT MATCHES THE BASIS OF � V / DO/
SCALE R6) RECORD OF SURVEY NO. 101636 BEARING FROM SAID ROS NO. 11965. THE SECTIONAL MONUMENTS AND THE
R7) RECORD OF SURVEY NO. 11258 FOUND BOUNDARY MONUMENTS FROM SAID ROS WERE USED TO DETERMINE THE
60 0 30 60 120 R8) I.T.D.RAN PLANS-INTERSTATE 80N, PROJECT NO. 1-80N-1(12)37 BOUNDARY OF THE SUBDIVISION AND WERE LOCATED AS SHOWN ON SAID
R9) WARRANTY DEED INST. NO.XXX RECORD OF SURVEY. WWW.SAWTOOTHLS.COM
(FEET) SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
1 INCH=60 FT.
1 OF 3 612024 AR JB 123135 123135-FP
BOOK , PAGE
AVANI SUBDIVISION NO. 1
PLAT NOTES
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY
DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING:
-TEN(10') FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR
AS DEPICTED
-TWENTY ONE(21) FOOT WIDE ADJACENT TO THE PUBLIC RIGHT OF WAYS OR AS
DEPICTED
-THREE(3) FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES
EXCEPT FOR WHERE ZERO LOT LINES ARE SHOWN OR AS DEPICTED
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
FOLLOWING:
-TEN(10') FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED CERTIFICATE OF OWNER: ACKNOWLEDGMENT
-THREE(3) FOOT WIDE SIDE LOT LINES EXCEPT FOR WHERE ZERO LOT LINES ARE
SHOWN OR AS DEPICTED KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO
SS
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM THAT WE THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE COUNTY OF ADA
ACT, WHICH STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR REAL PROPERTY AS DESCRIBED BELOW AND IT IS OUR INTENTION TO INCLUDE SAID
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY PROPERTY IN THIS SUBDIVISION PLAT.
CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES ON THIS_DAY OF 2024, BEFORE ME, THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE THE OWNERS FURTHER CERTIFY, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE STATE, PERSONALLY APPEARED JIM CONGER, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF F111, LLC. AN
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, IDAHO LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY
WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO COMPANY,AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME.
NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (I.C. 50-1334)
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST
THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE ABOVE WRITTEN.
3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY
APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF OTHER USES AS DESIGNATED HEREON,AND NO PERMANENT STRUCTURES ARE TO BE
RESUBDIVISION. ERECTED WITHIN THE LINES OF SAID EASEMENTS.
4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE THE PUBLIC STREETS,AS SHOWN ON THIS PLAT,ARE HEREBY DEDICATED TO THE PUBLIC. NOTARY PUBLIC FOR IDAHO
IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE.
5. LOTS 1, 16 AND 17, BLOCK 1, LOT 1, BLOCK 2, LOTS 1, 7 AND 8, BLOCK 3, LOTS 1, 7, BASIS OF BEARING FOR THIS DESCRIPTION IS N. 0043'00"E., BETWEEN A BRASS CAP RESIDING AT
8 AND 18, BLOCK 4,AND LOTS 4 AND 16, BLOCK 5 ARE RESERVED AS COMMON AREA, MARKING THE 1/4 CORNER COMMON TO SECTIONS 15 AND 16 AND AN ALUMINUM CAP
ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY AVANI COMMUNITY MARKING THE NORTHWEST CORNER OF SECTION 15, T. 3 N., R. 1 W., B.M., CITY OF MY COMMISSION EXPIRES
ASSOCIATION, INC. MERIDIAN,ADA COUNTY, IDAHO.
6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2024-XXX. A PARCEL OF LAND LOCATED IN THE SW114 OF THE NWI/4 OF SECTION 15, T. 3 N., R. 1
W., B.M., CITY OF MERIDIAN,ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS
7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA MERIDIAN IRRIGATION FOLLOWS:
DISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE COMMENCING AT A BRASS CAP MARKING THE 1/4 CORNER COMMON TO SECTIONS 15 AND
OBLIGATED FOR ASSESSMENTS FROM THE NAMPA MERIDIAN IRRIGATION DISTRICT. 16;
8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE THENCE S. 89°1442"E., COINCIDENT WITH THE SOUTH LINE OF SAID SW114 OF THE
RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY NW1/4, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING;
AND IRRIGATION/DRAINAGE ENTITY.
THENCE LEAVING SAID SOUTH LINE, N. 0°43'00"E., PARALLEL WITH THE WEST LINE OF
9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. SAID SW114 OF THE NW1/4, A DISTANCE OF 544.18 FEET TO A 5/8"REBAR/CAP PLS 11574;
204-XXX.
THENCE S. 8901700"E., 142.89 FEET TO A 5/8"REBAR/CAP PLS 11574, CERTIFICATE OF SURVEYOR:
10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND AVANI
COMMUNITY ASSOCIATION, INC. UPON,ACROSS, OVER AND UNDER ANY PORTION OF THENCE S. 7405355"E., 50.19 FEET TO A 5/8"REBAR/CAP PLS 11574; I,JEFF BEAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE
ANY LOT THAT IS NOT COVERED BY AN OCCUPIED STRUCTURE. SAID GRANTOR OR OF IDAHO,AND THAT THIS PLAT AS DESCRIBED IN THE"CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL
AVANI COMMUNITY ASSOCIATION, INC. MAY USE THE EASEMENT AREA AS GRANTOR OR THENCE N. 0043'00"E., PARALLEL WITH SAID WEST LINE, 20.97 FEET TO A 5/8"REBAR/CAP SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS
THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM PLS 11574; PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND
ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS, CORNER PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612.
OR TO PERFORM THE DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION THENCE N. 45043'00"E., 11.31 FEET TO A 5/8"REBAR/CAP PLS 11574;
IS OBLIGATED OR PERMITTED TO PERFORM PURSUANT TO THE COMMUNITY
DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO INSTALL, THENCE S. 8901700"E., 309.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS, LINES, CONTROL
BOXES AND RELATED EQUIPMENT AND FACILITIES. THENCE N. 0043'00"E., PARALLEL WITH SAID WEST LINE, 66.00 FEET TO A 5/8"REBAR/CAP
11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND PLS 11574; j
RESTRICTIONS TO BE RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME y10ENS� `ram
TO TIME. THENCE S. 8901700"E., 239.17 FEET TO A 5/8"REBAR/CAP PLS 11574;
rs,
12. LOT 16 AND 17, BLOCK 1 AND A PORTION OF LOT 4, BLOCK 5 ARE SERVIENT TO THENCE S. 0043'00"W., PARALLEL WITH SAID WEST LINE, 56.00 FEET TO A 5/8"REBAR/CAP 11574
AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED PLS 11574; JEFF BEAGLEY P+ 6112124� �1 P.L.S.11574
BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT q
RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256,ADA COUNTY THENCE S. 8901700"E., 108.17 FEET TO A 5/8"REBAR/CAP PLS 11574; f 01 1�
RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL OFF BEXGI'�'
(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE THENCE S. 0043'00"W., PARALLEL WITH SAID WEST LINE, 139.00 FEET TO A 5/8"
SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE REBAR/CAP PLS 11574;
MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
DRAINAGE SYSTEM. THENCE N. 8901700" W., 3.00 FEET TO A 5/8"REBAR/CAP PLS 11574;
13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES THENCE S. 0043'00"W., PARALLEL WITH SAID WEST LINE, 257.00 FEET TO A 5/8"
ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. REBAR/CAP PLS 11574;
14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. THENCE N. 8901700" W., 6.56 FEET TO A 5/8"REBAR/CAP PLS 11574;
2024-XXX.
THENCE S. 0043'00"W., PARALLEL WITH SAID WEST LINE, 113.25 FEET TO A 5/8"
15. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN OFF-SITE SEWER AND WATER REBAR/CAP PLS 11574;
MAIN EASEMENT INST. NO. 2024-XXX.
THENCE S. 89014'42"E., PARALLEL WITH SAID SOUTH LINE, 426.42 FEET TO A 5/8"
16. LOTS 14-16, BLOCK 1, WILL TAKE ACCESS FROM LOT 17, BLOCK 1, LOTS 2-6, BLOCK REBAR/CAP PLS 11574 ON THE EAST LINE OF SAID SW114 OF THE NWI/4;
3, WILL TAKE ACCESS FROM LOT 8, BLOCK 3,AND LOTS 2-4, BLOCK 4, WILL TAKE
ACCESS FROM LOT 8, BLOCK 4. THIS COMMON DRIVEWAY IS FOR THE PURPOSE OF THENCE S. 0039'50"W., COINCIDENT WITH SAID EAST LINE, 62.00 FEET TO A 5/8"
INGRESS/EGRESS, SHALL CONTAIN BLANKET TYPE WATER, SEWER AND UTILITY REBAR/CAP PLS 11574 MARKING THE SOUTHEAST CORNER OF SAID SW114 OF THE NW114
EASEMENTS AND SHALL RUN WITH THE LAND. THIS COMMON DRIVEWAY/LOT SHALL BE (CW1/16 CORNER);
CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20
FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING AN IMPOSED WEIGHT OF 82,000 THENCE N. 89014'42" W., COINCIDENT WITH SAID SOUTH LINE, 1272.76 FEET TO THE POINT
GVW PER IFC SECTION 503.2.4. COMMON DRIVEWAYS/LOTS SHALL BE OWNED AND OF BEGINNING. 2030 S. WASHINGTON AVE.
MAINTAINED BY AVANI COMMUNITY ASSOCIATION, INC. EMMETT, ID 83617
17. DIRECT LOT ACCESS TO S. BLACK CAT ROAD AND W. GRAND MOGUL DRIVE IS THE ABOVE DESCRIBED PARCEL CONTAINS 11.88 ACRES MORE OR LESS.
PROHIBITED. A // (208) 398-8104
w/ ooE/� FAX (208) 398-8105
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FI11, LLC /-/-C WWW.SAWTOOTHLS.COM
JIM CONGER, MANAGER /
SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
2 OF 3 612024 AR JB 123135 123135-FP
BOOK , PAGE
AVANI SUBDIVISION NO. 1
HEALTH CERTIFICATE APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , 2024 THIS PLAT WAS DULY
ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE ACCEPTED AND APPROVED.
CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL.
CITY CLERK DATE
DISTRICT HEALTH, EHS DATE
CERTIFICATE OF COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
COUNTY SURVEYOR DATE
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 , 2024.
CERTIFICATE OF COUNTY TREASURER
PRESIDENT, ADA COUNTY HIGHWAY DISTRICT DATE 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 PROPERTY TAXES FOR THE PROPERTY
INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN "PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
COUNTY TREASURER DATE
COUNTY RECORDERS CERTIFICATE
APPROVAL OF CITY ENGINEER
STATE OF IDAHO
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY } SS
APPROVE THIS PLAT. COUNTY OF ADA
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT____,
MINUTES PAST , O'CLOCK M. THIS , DAY OF , 2024, A.D., AND WAS DULY RECORDED IN BOOK OF
PLATS AT PAGES THROUGH , INSTRUMENT NUMBER
CITY ENGINEER DATE
DEPUTY EX-OFFICIO RECORDER
y10ENS `�¢ 2030 S. WASHINGTON AVE.
11574 ,
EMMETT ID 83617
(208) 398-8104
7t 01 _��Hlnoo� FAX 208 398-8105
C0/7d 5u��eIVI c�, CCC WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
3 OF 3 512024 AR JB 123135 123135-FP