CC - Final Plat 1-4 32 33 SKYBREAK SUBDIVISION NO. 1 4 133 BOOK , PAGE
SCALE N1/4 CORNER
5 ; 4 NORTHWEST CORNER 150 0 75 150 300 LOCATED IN THE S112 OF THE NW114 OF SECTION 4, T. 2 N., R. I E., B.M., SECTION 4
SECTION 4 1 1 1 1 1 JVP 874
PLS 4431 CITY OF MERIDIAN, ADA COUNTY, IDAHO CPF#2017-075211
CPF#2019-091022
( FEET ) 20211 1 INCH = 150 FT.
N �I�
UNPLATTED
E. PENNIE LANE V'
5 4 L l __S 89°5222"E 1248.03' N 89056'41"E 261.53' N 89°56'41"E 618.82' -- __ ___ N 8_9_°5_641"E 4_4_0.75'
--- --- --- ---
--- --- -- - -
POINT OF BEGINNING NW1/16 CORNER • CNI/16 CORNER
N1/16 CORNER PLS 645 PLS 4347
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--- --- --- ---
CPF#111066377 \ CW1/16 CORNER N 89048'12" W 1409.71' T
N 89°48'12"W 2632.71' ' PLS 752 ' Cl/4 CORNER
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VANTAGE POINTE SUBDIVISION i VANTAGE POINTE SUBDIVISION i CPF#1292000537
BK 80, PG 8575 i BK 80, PG 8575
PLAT NOTES '
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY 8. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT REFERENCES
RESERVED ALONG THE FOLLOWING: OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE ENTITY.
-TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
-TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS AND PRIVATE STREETS OR AS DEPICTED 9. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. 2021-119175. R1) RECORD OF SURVEY NO. 12358, INST.NO.2020-064652
-FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR SIDE LOT LINES OR AS DEPICTED R2) RECORD OF SURVEY NO.8839, INST. NO. 110086926
10. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED TO THE GRANTOR AND SKYBREAK COMMUNITY LENS �� R3) RECORD OF SURVEY NO. 1963, INST. NO.9148338
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE FOLLOWING: ASSOCIATION,INC. UPON,ACROSS,OVER AND UNDER ANY PORTION OF ANY LOT THAT IS NOT COVERED BY AN bl R4) RECORD OF SURVEY NO.8838, INST. NO.9118798
-TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED OCCUPIED STRUCTURE.SAID GRANTOR OR SKYBREAK COMMUNITY ASSOCIATION,INC. MAY USE THE EASEMENT C=, R5) KEEP SUBDIVISION, BOOK 119,PAGE 18374
-FIVE(5)FOOT WIDE SIDE LOT LINES OR AS DEPICTED AREA AS GRANTOR OR THE HOMEOWNER ASSOCIATION MAY DEEM NECESSARY OR CONVENIENT TO PERFORM C R6) DERRY SUBDIVISION,BOOK 108,PAGE 1516
ANY OF THEIR RIGHTS OR OBLIGATIONS IDENTIFIED IN THE COMMUNITY DOCUMENTS,OR TO PERFORM THE a 11574 R7) VANTAGE POINTS SUBDIVISION, BOOK 80, PAGE 8575
2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES"NO DUTIES AND FUNCTIONS WHICH THE HOMEOWNER ASSOCIATION IS OBLIGATED OR PERMITTED TO PERFORM R8) WARRANTY DEED INST.NO.2020-052413
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A PURSUANT TO THE COMMUNITY DOCUMENTS. THIS EASEMENT INCLUDES, WITHOUT LIMITATION, RIGHTS TO R9) WARRANTY DEED INST.NO.2020-088736
NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING INSTALL,OPERATE, MAINTAIN, REPAIR AND REPLACE IRRIGATION SPRINKLERS,LINES,CONTROL BOXES AND al
NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE RELATED EQUIPMENT AND FACILITIES. ��F BE AGy�4
OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.
THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR 11. THIS SUBDIVISION SHALL BE SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS TO BE RECORDED AT
NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." A LATER TIME AND MAYBE AMENDED FROM TIME TO TIME.
3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION 12. A PORTION OF LOT 1, BLOCK 1,IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE
STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION. SYSTEM. THIS LOT IS ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE 2030 S. WASHINGTON AVE.
RECORDEDEASEMENT 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH INCORPORATEDHERE O BY THIS REFERENCE AS IF INSTRUMENTN NOVEMBER 10,2015 AS R SET FORTH IN FULL A(THE"MASTCOUNTY EASEMENT"). THE M STER EMMETT. ID 83617
TITLE 11 OF MERIDIAN CITY CODE. EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION
40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM xw� �� (208) 398-8104
5. LOT 1,BLOCK 1,LOT 1,BLOCK 2,LOTS 1,2, 10, 18, 19,24,34,46-48,56,57,65, 73, 78,83,86, 92 AND 101, WATER DRAINAGE SYSTEM.
BLOCK 3 ARE RESERVED AS COMMON AREA,ARE NON-BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY � FAX (208) 398-8105
SKYBREAK SUBDIVISION HOMEOWNERS ASSOCIATION,INC. 13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST
6. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. 2021-XXX. ESTABLISHED NORMAL GROUND WATER ELEVATION.
7. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NEW YORK IRRIGATION DISTRICT,IN COMPLIANCE WITH 14. THIS DEVELOPMENT IS SUBJECT TO AN ACHD SIDEWALK EASEMENT INST. NO. 2021-XXXX. W W W.SA WTOOTHLS.COM
IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS SEE SHEET 4 OF 6 FOR LINE & CURVE TABLES
AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. SHEET: DATE: DRAWN BY. CHECKED BY. JOB#: DWG#:
1 OF 6 1112021 AR 3B 19446 19446-FP
SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
SCALE
60 0 30 60 60
( FEET )
1 INCH = 60 FT.
5 4 L1
43.00' 30.00'
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IRRIGATION AND DRAINAGE EASEMENT C5 • — —
--------------- PUBLIC UTILITY, —I I- - - - - EXISTING DEED OR LOT LINE N 8904708" W 309.29'
OO FOUND 518"REBAR/CAP AS NOTED
❑ FOUND ALUMINUM CAP
SET 5/8"REBAR/CAP PLS 11574
I • SET 1/2"REBAR/CAP PLS 11574
I 0 CALCULATED POINT
I 1 LOT NUMBER A
I y yy ACHD SIDEWALK EASEMENT INST. NO. 2021-XXX
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ACHD STORM DRAIN EASEMENT a 11574 c5
43.00' 30.00' sl�F OF
• L2o BEAD
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
FAX (208) 398-8105
�cr��5ur�eyincy, ��C WWW.SAW7-OOTHLS.COM
SEE SHEET 4 OF 6 FOR LINE& CURVE TABLES SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#:
2 OF 6 1112021 AR JB 19446 19446-FP
60 0 SCALE
60 60 SKYBREAK SUBDIVISION NO. 1 BOOK , PAGE
30
( FEET )
1 INCH = 60 FT. N 89056'41"E 618.82' _
50.00' 50.00' 50.00' 50.01Y 50.00' 50.00' _____ 129_99'________ z 188.83' LEGEND
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• C20 N 89°4708"W 172.00' 40
N 8904708"W 310.96' C19 0 I \\
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N 89047'08"W 548.79' .`^-� N I w o r--------------n
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04 11574 (D - • - N 8904708"W 388.50' - ti I �i'/ I I pb04
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T- L-S 89°47'S8"E 105.00'-J L-S 89°47S8"E 105.00'"'� � 80.00' 80.00' 80.00' 80.00' 15.50'C32 \ � ,/� //' 1
(208) 398 8104 I °
441 340.50' ` F-
T FAX (208) 398-8105 SHEET 4 • 5 89°47'08"E 374.00' E. ENGLEHART LANE P�TE • ,/' '�o
� /jW7-00/ SHEET 4 �� 31 111,,, I
�cn�5ur�eyincy, ��C WWW.SAW-rOOTHLS.COM J�- 14
SEE SHEET 4 OF 6 FOR LINE& CURVE TABLES 1 1
SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: • 7.50'�---- ------3
3 OF 6 1112021 AR JB 19446 19446-FP r ------, SHEET 4 4
• 13- BOOK , PAGE
•i9'.0, 96.00' 1. SKYBREAK SUBDIVISION NO. 1
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L13 50.00' 46.00' F9 s'8
Cl 295.00' 648.50' 26003'48" N 76045'14"W 292.46' r-------1 r-------
I I I I Ln
C2 250.87' 551.50' 26003'48" N 76045'14"W 248.71' I o I -. -'
C3 47.91' 30.50' 90000'00" N 45012'52"E 43.13' I I o 4.5
C4 78.54' 50.00' 90000'00" S 45012'52"W 70.71' I " I M o SCALE
C5 164.32' 540.00' 17026'04" N 81°04'06"W 163.68' o, w I Y " 56 60 0 30 60 60
C6 250.87' 551.50' 26003'48" N 76045'14"W 248.71' „ 54 N I O 55 `" o
C7 16.83' 29.00' 33014'31" N 73009'52"W 16.59' o !n
C8 15.08' 26.00' 33014'31" N 73009'52"W 14.87' I I m N H
C9 282.03' 620.00' 26003'48" N 76045'14"W 279.61' 1 0 1 0 ( FEET
C10 16.83' 29.00' 33014'31" N 7303537"E 16.59' I z I o 1 INCH = 60 FT.
Cll 15.08' 26.00' 33014'31" N 7303537"E 14.87' I I I zi o /�
C12 263.84' 580.00' 26°03'48" N 76°45'14"W 261.57' L__-___J L__--__J \ SHEET 3
C13 19.69' 29.00' 38054'11" S 44°16'15"E 19.31'
50.0l 50.R
oil
C14 18.84' 27.00' 39058'19" N 44048'18"W 18.46' r-S 89°5259"E 110.00'-- W SHEET 3
C15 211.57' 485.00' 24059'40" N 7701718"W 209.90' I I Z
C16 19.81' 29.00' 39008'49" S 8301745"E 19.43' ^I Io r-S 89°47'08"E 105.00'-� r-S 89°47'08"E 105.00'-�
01 53 Io 1 I I I- . S 89°47'08"E 374.00' E. ENGLEHART LANE (PRIVATE) •
C17 18.01' 27.00' 38013'27" S 83045'25"E 17.68' ail l0 1 `
C18 225.97' 515.00' 25008'26" S 77°12'55"E 224.17' o °I �"' W of 60 I o 01 70 to 2 340.50'
C19 17.71' 27.00' 37035'05" S 71025'20"W 17.40' o L--S 89°47'08"E 110.00'-- o f t o o f I o
C20 17.06' 26.00' 37°35'05" S 71°25'20"W 16.75' M I I Ln
`^ 1 1 I 84.00' 84.00' 84.00' 78.00, C43
C21 17.71' 27.00' 37035'05" N 7005936"W 17.40' M r--------------- U L-S 89°47'08"E 105,00'-J L-S 89°47'08"E 105.00'-J h� o r------------� r------------� r-------------i r------------- C�9
C22 17.06' 26.00' 37035'05" S 7005936"E 16.75' I 11 N I I I I I I I I I $
0 o W I pl Io Q' a- r-------------- --------------� I I I I I I I I
C23 155.01' 114.50' 77 34'00" N 38 34'08"W 143.44' - of to U N I 10'(TYP) 19.5' 4.5 1 BLOCK 3 o I o I o I o�
52 N _ If 10'(TYP) I 1 0 1 0 0 �r
C24 57.20' 114.50' 28°37'16" N 63002'30"W 56.60' �V Ln
0 0 �1 �nl I� NV OI 61 I' 01 to N I N I ^� I N I •
C25 20.03' 114.50' 1000121 S 43 43'12"E 20.00' - I o of 69
C26 45.35' 114.50' 22041'39" N 27021'42"W 45.06' 14 1 I o of I o 0
o L-S 89°47'OS"E 110.00'-J _ I `O `nl t o u 1 1� D I w I I I I r--- S 89°47'OS"E 159.08'-------
C27 32.43' 114.50' 16°13'44" S 07°54'00"E 32.32' o "^ u, 1 I M H o w 1 w 1 - 1 - 4.5 4.5 I I_
C28 157.08' 100.00, 90000,00" S 44°47 08"E 141.42' O r-______________-- ooi �-S 89°47'08"E 105.00'- 1 ° I ^ I N I N I N r I I o
C29 55.76' 35.50' 90°00'00" N 44°47'OS"W 50.20' Z 1 I M L-S 89 47'08"E 105.00'- 74 N 1 75 N 1 76 N 1 77 N H I I
r---------------I , I I -
C30 78.54' 50.00' 90000'00" N 4404708"W 70.71' 01 to I r--------------- I o l °o l 0 l o t o
C31 101.32' 64.50' 90000'00" N 4404708"W 91.22' of 51
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C32 14.62' 64.50' 12 59'29" S 83 17'23"E 14.59' 1 1 z
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r14 I 7C33 49.74' 64.50' 44011'08" N54°42'05"W 48.52' --N89°4708"W 110.00'-C34 36.95' 64.50' 3204923" N 16011'50"W 36.45' 1 N b$ 33
0' 6-.O-b T---------
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w III "a'L-S89°47'OS"E i05.0 W 78 C35 55.76' 35.50' 90000'00" N 45o12'S2"E 50.20' r_-------------- L_S8904708"E i05.00'-J 73 84.00' 84.00' w
.
C36 78.54' 50.00' 90000'00" N45°12'52"E 70.71' ------------1r------------1 r------------ ------------- --
C37 101.32' 64.50' 90000'00" S 45012'52"W 91.22' I L -----------------
--
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to 5(TYP) N N N
C38 18.76' 64.50' 16040'04" SOS°32S4"W 18.70' vl o 50 W ° r`^I o o o 0C39 22.49' 64,50' 19°5849" S 2605221"W 22.38' 67 1 0 I a 00 63 I � I � 0 1
0 o I 1 vl Io ol'n to z V) z I o I o I o O1 Iwai
C40 23.27' 64.50' 20°40'21" S 47°l l'56"W 23.15' L_S 89°47'08"E 110.00'-J 1 M 1 I `^I I`n 1 I w I I w i � � � z °
C41 30.28' 64.50' 26 5344" N 70 58'S8"E 30.00' 1 1 I I I N I N I N I N I a l
C42 6.51' 64.50' 5°47'02" N 87019'21"E 6.51' I L-S 89°47'OS"E 105.00'-J L S 89°47'08"E 105.00' J I b w l w l w 1 w r ^ I l0 49
C43 6.03' 35.50' 9043'50" S 84055'13"E 6.02' r--------------, r _ _ , o I I I 33 I- I
C44 49.73' 35.50' 80016'10" N 39055'13"W 45.77' o o N co N N 0. I u,
0 o I I I I 1 1 00 �n I �n
C45 49.73' 35.50' 80016'10" N 40020'57"E 45.77' 0 49 0 4.5' 19.5' Nj I o al IN N 82 I 81 I 80 N I 79 N O 1 I -
C46 6.03' 35.50' 9043'50" S 85020'57"W 6.02' `^ vl 64 t o of 66 I o I o I o I I
C47 272.93' 600.00' 26003'48" N 76045'14"W 270.59' o �1 I v vl IN I o l o l o l o • I z I
S 89 47'08"E 110.00' I I`n �I I I I I o
C48 227.44' 500.00' 26003'48" N 76045'14"W 225.49' • I I I Ln l 19.5' 14.5 Z I z l Z I z I ° I rn
C49 100.18' 620.00' 9015'28" S 86009'24"E 100.07' L26-----103.42'-----J L-----103.42'----- 5� I I I I I I I I I v ----N 89 47'08"W 172.09'-------� 1 00
MATCHLINE J\ !s I I I I I I I I �� ca
C50 98.88' 620,00' 9008'15" S75°57'32"E 98.77' L--__ ----J L______ J L__________ J L__---_____--J G N rn
C51 98.87' 648.50' 8044'08" N 76006'16"E 98.78' �� <<'� 65 N R904TO09 W 206.84' g s 84.00, 84.00' 84.00' 78.00, S °' 34 ° I�
0 o d' \' Vh 1 C46 G'� ("� N 89°4708"W 184.42' w
C52 101.32' 64.50' 90 00'00" S 45 12'52"W 91.22' 182.00' En 3� -
----------------- N
C53 56.22' 64.57' 49°53'17" S 25°11'47"W 54.46' • _ � S 89°47'08"E • 1095.90' E. VADONIA LANE (PRIVAT� 345.50' � �_________ - o
C54 25.99' 64.50' 23 05'05" N 61 41'45"E 25.81' 249.00'
C55 19.11' 64.50' 1605834" S 8104335"W 19.04' 1095.90, 2 374.00' • G� ��� I N o
C56 24.85' 114.50' 12026'00" S 83034'08"E 24.80110
'
C57 126.45' 80.50' 90000'00" IN 4404 120.00' 120.00' 120.00' 120.00' 113.50' C42 CAl
7'08"W 113.84'
F-j---------------1 F------------------ F-- -------------1 r------------------- ------------------- r'' \ A 35 �
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LLI I I I I I 5(TYP) �I I I I I I \ j
5'(TYP) I I 1 I \ mom,
LINE TABLE
LINE BEARING DISTANCE V M N I N I o l N
Ll S 89052'22"E 73.00' I- ui ui I I �; I I \\ --------S 89°47'OS"E 175.96'--------
L2 S 44°47'08"E 14.14' " I " I " I ^^+ I I
-----------------------------
L3 S 8904708"E 90.00' w w l w I Lu I w I w I I
L4 S 59031'45"E 34.73' I - I - I - I - I I
° 41 1 40 1 39 p 1 38 N 1 37 N 1
L5 S 89 47'OS"E 119.66' �n �n I
L6 N 6305753"E 33.91' o o I o 1 o
L7 N 34035'41"E 23.02' o o l o l o l o l 0 1
L8 N 00012'52"E 29.00' z z 1 z 1 z 1 BLOCK 3 z 1 z 1 36 lµ I
L9 N 34009'57"W 23.02'
L10 N 00012'52"E 13.42' I I I I I I I I I I 1
Lll S 00012'52"W 7.00' I I I I I I I I I I I I
L12 S89°47'08"E 110,00' ------------------J --------------J ------------------J ------------------J ------------------� I I
L13 N 8904708"W 15.00' I
L14 N 8904708"W 78.08' L---- ------------------------------------
L15 N 6300822"W 24.53' 120.00' 120.00' J. 120.00' 120.00' 120.00' 1252.68' 41.62'
L16 N 8904708"W 119.66' - - - -
L17 S 6205326"W 33.77' N 89048'12" W 1409.71' I T
L18 N 89°4708"W 90.00' C114 CORNER
L19 N 45°12'52"E 14.14' I I / PLS 645
L20 N 8904708"W 73.00' CPF#1292000537
L21 S 2604128"E 16.61' /
L22 S 35024'02"E 2.63' LEGEND
L23 N 15013'46"E 27.98'
L24 N 15013'46"E 28.23' -__ __
L25 N 00012'52"E 46.92' S 89°47'08"E 251.40' SUBDIVISION BOUNDARY LINE
L26 N 4404708"W 2.23' • - - - - • • ' LOT LINES
0 2i7.40' o 0 0 -I L12 MATCHLINE
L27 S 44°47'08"E 17.57' ^� M u, Ln - - •
L28 S 4404708"E 19.80' • 47 �'' ai J S 89°47'08"E 110.00' 6.42 --- --- SECTIONAL LINE
L29 N 45012'52"E 26.87' ° V� M �p 48 Ike
L30 N 00012'52"E 13.42' .9 S 89 47'08"E 190.40' J �' V - - CENTERLINE
L31 S 00012'52"W 11.42' 14.50' E. VADONIA LANE PRIVATE 2 v o ------ PUBLIC UTILITY,IRRIGATION AND DRAINAGE EASEMENT
L32 N 44°47'08"W 19.80' co• _ _ • Z S 89 47'08' E 1095.90'
L33 N 26016'40"E 10.50' `n •
14.50' 218.90' 254.00' - - - EXISTING DEED OR LOT LINE
L34 S 71°16'40"W 25.46'
L35 S 1804320"E 25.46' 22.40' 120.00, 120.00' 120.00' 120.00' @° FOUND 518"REBAR/CAP AS NOTED
L36 N 26016'40"E 10.50'
L37 S 26016'40"W 2.00' 471 "I 473 % FOUND ALUMINUM CAP
L38S 69°4346"W 26.17' r------------------- r------------------- r------------------- r----- ---------, •
I I I I 5'(TYp) I SET 518"REBAR/CAP PLS 11574
L39 S 170 10'27"E 26.17' I I I I I I I
L40 N 26016'40"E 2.00' 7 5'(TYP) 1 • SET 112"REBAR/CAP PLS 11574
L41 N 4404708"W 14.14' 1 I I I I I I I
L42 N 4404708"W 26.87' m z CALCULATED POINT
L43 S 45012'52"W 26.87' �t u; I `r I `^ I `"' I I 1 LOT NUMBER
L44 N 45012'52"E 26.87' 1,6
L45 N 4404708"W 19.80' w l w 1 w I I ~
L46 N 45012'52"E 19.80' W N I N I N I I
L47 S 45012'52"W 26.87' _ I 45 N I 44 �n I 43 �, I 42 1 j
L48 S 4404708"E 19.80' N N
L49 S 4404708"E 5.66' °oo I o I o I °oo
L50 N 44°47'08"W 14.14' a I z 1 z 1 I I ti
L51 N 4404708"W 19.80' o I I I I I z i i p�
L52 S 45012'52"W 19.80' o I I I I I I I I a 11574 2030 S. WASHINGTON AVE.
L53 S 4404708"E 26.87' z 46 I I I I I I I p, ".cf
L54 S 45012'52"W 26.87' L------------------J L------------------J L------------------J L------------------J ll/19/2f EMMETT ID 83617
L55 N 4404708"W 26.87'
L57 N 4501252"E 29.80' M °r�� (208) 398-8104
OF
L57 S 45 12'S2"W 2.23' 470 476 35.40' 120.00' 120.00' 120.00' 120.00' F' BE AG1'
L58 S 45°12'52"W 17.57' - - - - - - - - �/T T FAX (208) 398-8105
L60 S 44°47'08"E 19.80' CW1/16 CORNER N 89048'12" W 1409.71'
L60 N 44°47'08"W 19.80' PLS 752
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